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4370 Youngfield Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y 3 ' �►\n f irc Job Address: LY -3'70 / S� Permit Number: O I$ o a 0 .6 �o ❑ No one available for inspection: Tim4M/PM Re -Inspection required: Ye ` No When corrections have been made, call f re -inspection at 303-234-5933 �-. Date: _ y Inspec r• DO NOT REMOVE THIS NOTICE City of Wheat Midge COMMUNITY DEVELOPMENT TO: Accounting Department FROM: Meredith Reckert, Senior Planner DATE: October 1, 2018 SUBJECT: ESCROW REFUND / RELEASE Request for Release Reimbursement is requested for funds from G/L Account 01-356 in the amount of Forty—five thousand dollars and no cents ($45,000.00) being held for completion of required landscaping for property located at 4370 Youngfield Street. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: Stor-All SEND TO: Stor-All 1375 W. Hillsboro Blvd. Ft. Lauderdale, FL Kenneth Johnstone o Community Development Director ® � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office . (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Lf I Job Address: c t�► r� ..( �'' Permit Number: �� r✓t C cam. 1._, e{ V V ❑ No one available for inspection: Time PM Re -Inspection required: Yes (� When corrections have been made, call for re -inspection at 303 -234 - Date: "' Z1 I � Inspector: ®O NOT REMOVE THIS NOTICE City of Wheat Ridge "�W Commercial New Struc PERMIT - 201700296 PERMIT NO: 201700296 ISSUED: 08/10/2017 JOB ADDRESS: 4370 Youngfield ST EXPIRES: 08/10/2018 JOB DESCRIPTION: Construction of a new 4 -story self storage building totaling 104,583 sq ft. Structure will be II -B, fully sprinklered. Main building will be accompanied by a small parking lot area to serve the building. Building will include 2 elevators. All units will be air-conditioned and will include a small mercantile space on the first floor designed for leasing out the units. **REVISION: Removing fire pump and service; Decrease in job valuation: $75,000.00 *** CONTACTS *** OWNER STOR ALL YOUNGSFIELD STREET LL GC (954)421-7888 Larry, Jeff & John Anderson 170031 Stor-All Construction, Inc. SUB (303)297-3311 Bauen 019342 Bauen Corporation, The SUB (303)466-3581 William K Kerwin 021648 Kerwin Plumbing & Heating SUB (303)424-7200 Rod Barenberg 018167 G & H Electric Co. SUB (720)535-9789 Joshua Skinner 180037 Colorado Mechanical Systems *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE Bf.00K/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6, 032, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 17,610.61 Use Tax 108,576.00 Permit Fee 27,093.25 Engin. Review Fee 1,400.00 ** TOTAL ** 154,679.86 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elc;vation requirements of the City. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Site signage will require separate permits. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pernut. I further attest tl►at I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Bui ' ci�y 1 Date REQUESTS MUST BE MADE BY 11:99PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY I C itycel Date: W heat 11 dg Add to Permit # D010 Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.cc us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -/370 Property Owner (please print): ' '-tbr- Mt Property Owner Email: � 0h a (. 'SiDr- a 11. C o m Mailing Address: (if different than property address) Address: I -Y75 W. RIk�Sboro -61yc. City, state, zip: "K)M f''eo ` e-qcA FL 33yyZ Submitting Company: Contact Person: Phone: hone: 957/ �(2 /— 7J9,frf* Contractor:Sir - !\ `� �n (-. Contractors City License #: 00 3 11Phone: �%5`% 12 7 Contractor E-mail Address: C, a �� . C o fY'1 --y_ Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Due to onsite flow testing, it was determined a fire pump is not needed at this site. The documents have been updated to remove the fire pump and service. The size of the room was reduced which resulted in moving the domestic water service. Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 75,000) credit OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or PRINT NAME: �J,\,(1SJ6, ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer /& : 4 6i!I $ II PUBLIC WORKS COMMENTS' Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required REPRESENTATIVE oJ((0yNER)) (CONTRACTOR) DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION - Building Division Valuation: $ ii Ga OWa Y Stor-All Wheat Ridge 4370 Youngfield St Wheat Ridge, CO 80033 Architect's Supplemental Instructions Title: Delete Fire Pump Change #: ASI #9 Issue Date: 4/26/2017 Contact Person: Kyle Matthews Phone: 303-770-8884 The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the contract documents without change in contract sum or contract time. Proceeding with the work in accordance with these instructions indicates your acknowledgement that there will be no change in the contract sum or contract time. If this change impacts budget, schedule or other constraints, verify with Galloway prior to implementation. Change Description: Due to fire flow testing, the fire pump can be deleted from the project. Sheet CV.02 — Drawing List updated. Sheet A1.01- Fire riser room decreased in size. Adjacent storage unit enlarged to a 10x20 unit. Room tags updated. Sheet A4.01— Fire riser room decreased in size. Adjacent storage unit enlarged to a 10x20 unit. Room tags updated. Sheet M101— Equipment edited per decreased Fire riser room. Sheet P002- Schedule removed. Sheet P100- Plumbing equipment edited per decreased Fire riser room. Sheet P101- Plumbing equipment edited per decreased Fire riser room. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Ga3�oway Sheet E1.01— Circuits, wire sizes and notes related to fire pump and jockey pump have been deleted. Minor adjustments to location of FACP and fire devices. Added phone board, two (2) 120vreceptacles and data receptacle. Added circuit to Panel LPL1. Removed two (2) light fixtures Type 2A. Sheet E3.01— Fire pump, conductors, conductor size information and key note related to Fire Pump have been deleted from riser diagram. Key Note 1 has been deleted. Sheet E5.01 - Circuit LPL1-32 added for phone board. Circuit DPH1-13 forjockey pump revised to a spare. Attachments: CV.02, A1.01, A4.01, M101, P002, P100, 113101, E1.01, E3.01, E5.01 • 303.770.8884. 6162 S. Willow Drive, Suite 320 9 Greenwood Village, CO 80111 9 www.GallowayUS.com Lagenia Reimer From: Scott Plumer <scott.plumer@arvadafire.com> Sent: Friday, June 15, 2018 3:47 PM To: Lagenia Reimer Subject: 4370 Youngfield Good Afternoon, This email is to confirm that I have reviewed the updated hydraulic calculations for 4370 Youngfield Street (Stor-All). The calculations show that a fire pump is not needed and therefore, the proposed alteration to reduce the size of the fire pump room is approved. Scott Plumer Fire Prevention Specialist Arvada Fire Protection District Office: 303-424-3012 Direct: 303-228-3607 CERTIFICATE OF OCCUPANCY Permit #: 201700296 .". City of Wheat�dge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New 4 -story self -storage building - 104,583 sq ft total Date: 09/07/2018 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: STOR ALL YOUNGSFIELD STREET LL ADDRESS: 4370 Y CONTRACTOR/ADDRESS: Stor-All Construction Inc 1375 W Hillsboro B PROPERTY ADDRESS: 4370 Youngfield St Wheat Ridge CO 80033 PARCEL #: 39-202-05-001 ZONING: PID OCCUPANCY: M/S-1 FOR THE FOLLOWING PURPOSE: Commercial New Structure d St, Wheat Ridge, CO 80033 -rfield Beach. FL 33442 E OF CONST: V-A OCC LOAD. 252 r ons: No change shall be made in the Use of this building without 2014 NEC prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator sprinklered• Yes n o CD W 0° rr h fL C) m fD a x N N, t7 M o m '=7 y O. Z• k k r C/o Ow �y �aY N o N n r ;oYOp :; O y u n 0 Nrr p p ro a o H z z�7�Jr o n o.. �C et° � = ►c N N � � ° � .- w � ) _� � � � O � m ° 7�NrA �v,G7 y �' m C ° 00 1 � � w ►op,Co � �� � � oN tz '' `• O Cf QQ fD ` p w O "til p•' � y `� p, � : -� � 1M� rrr ~ r r c b7 -� n omm w 5 `° f-11 t c a w r) "CNd aye z n Baa m y NM D- C.1• °a r. E O x O O 7 oo b m 00 w Y m H w O o m HEQ ,v M .. r O tSo 'C c n h� O H- O W H O rrrn < wF3 Oi o � rr M• y 0 0 CD ° M 0 C0.o a- wA° W E. b C] r O co y E. C. ci ro A. CD Y ,a = m EQ et ^ ID eD rr CL o Fj ^ O N ° y 1 •C O d v m p N CL fD 00 City Of wheat Pidge BUSINESS LICENSE INSPECTION PERMIT NOql) �INSPECTION DAY/TIME INSPECTION DAY/TIME INSPECTION DAY/TIM BUSINESS NAME: Stor-al I ADDRESS: 4370 Youngfield Street CONTACT NAME: 1 ) S$3 SQ FT 1S- I OCCUPANCY TYPE 2,57- OCCUPANCYLOAD V-A CONSTRUCTION TYPE XSPRINKLERED ❑ NON-SPRINKLERED In§pector Signatpre — 9b 1 (z Date i CITY OF WHEAT RIDGE BUildingAnspection Division (303) 234-5933 Inspection line ` J (303) 235-2855 Office @ (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6w,6 , l Job Address: 145-70 Permit Number: 6262 1-7 c`_70 2'tU' �tl1( )r2 bdc Lji- E MLdiq ❑ No one available for inspection: Time Re -Inspection required: Yep'(" No,,' When corrections have been made, calre-inspection at 303 -234 - Date:— i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Btri1dfiig lnspectior Divistort (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: T�CU- Ft f Job Address: 0 YW11601,0161 Permit Number: e_-�Z0l ` QV Z_c10 ❑ No one available foLinse on: Time AMO!�C)Re-Inspection require , o *When corrections have beTI of -inspection at 303-234-5933 Date: Ct g Inspector: DO NOT REMOVE THIS NOTICE 11 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line' (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: T��oTm 6S Job Address: 46-7 (-16 Re ICT Permit Number: r;?0(7(0?-: ) ❑ No one available for inspection�3irne Re -Inspection required: Yes �No� When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line; (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �V)Ctccf(U ll) -4400 C k 6V Job Address: Q -2;7c) Y(V6F(eld S( Permit Number:C��1 ❑ No one available for inspection: Time / AM Re -Inspection required: Yes No. q When corrections have been made, call for re -inspection at 303 -234 - Date: & t 4 0 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Midge COMMUNITY DEVELOPMENT Landscaping Escrow Agreement This agreement made this 22nd day of August 2018, by and between the City of Wheat Ridge and Stor-All for escrow in the amount of Forty-five thousand dollars and zero cents ($45,000.00) being held by the City of Wheat Ridge until landscaping is competed at 4370 Youngfield Street In the event that the site landscaping in not installed by October 1, 2018, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of October 1, 2018, has expired. Approved and Agreed: General Contractor: Signature Print Name Business Address / Phone Date Title City of Wheat Ridge, Colorado Title: Date: 3— 2? s i R City of dg+�]��WhcatP MUNITY DFvn.OPMFNT Landscapin,e Escrow Agreement This agreement made this 22nd day of August 2018, by and between the City of Wheat Ridge and Stor-All for escrow in the amount of Fourty five thousand dollars and zero cents ($45,000.00) being held by the City of Wheat Ridge until landscaping is competed at 4370 Youngfield Street In the event that the site landscaping in not installed by October 1, 2018, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of October 1, 2018, has expired. Approved and Agreed: General Contractor: re Brad Runyan Print Name 1375 W. Hillsoboro Blvd, Deerfield Bch, FL Business Address / Phone 8-29-18 Date City of Wheat Ridte, Colorado I' Title: Date: President of Construction Title i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax t INSPECTION NOTICE Inspection Type: Lk 11w, t 0yA LV 1,7 Job Address: L4� 7 Permit Number: 2(,,,1-7 tach.) 2 el <, ❑ No one available for inspection: Time AM/PM' Re -Inspection required: Yes ko When corrections have been made, call for re -inspection at 303-234-5933 Date: �.�. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE � Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _11U ( Ick (,-j C-) tri -1c, ( Job Address: (4'?,7U �C'yv,(S F( -e 1(-.( Permit Number: ;2 O I -7 U U 2 q C1 �J a er ❑ No one available for inspection: Time AM/FM r Re -Inspection required: YS % No When corrections have been made, call for re -inspection at 303 -234 - Date:— 7 q• Inspector: 1 DO NOT REMOVE THIS NOTICE Q9lwli 1,7o - 53 9-a8yl i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: JQ- 6 V In& Job Address: Ou l a L, /;r yt�� Permit Number: �110/7009,67 ❑ No one available for inspection: Time f 3/ AM/PM Re -Inspection required: Yes No When copprrec io/n/s have been made, call for re -inspection at 303-234-5933 Date: (7 `� / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 Building Inspection bivision , (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -E L, -c. t 1A r-- (_ 14 Job Address: 4�)7o wv) 6 Fi Id Permit Number: 690(-] C OZ9(o ❑ No one available for inspection: Time �� �1 v) AMM Re -Inspection required: 6No *When corrections have been made, call for re -inspection at 303-234-5933 Date: G 23 Inspector: DO NOT REMOVE THIS NOTICE f` A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `'/ ° �/ ' r �� I 9')ec- Com Job Address: /-/370 y°Uhg -t-� e )j sf Permit Number: '�d b 1-7d o a q& ❑ No one available for inspection: Time - (S AM/PM Re -Inspection required: Yes:N When corrections have been made; cal or re -inspection at 303-234-5933 Z�k� Inspect DO NOT REM E THIS NOTICE City of W heat -I�id�-e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at pennits(&,ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: STaz -Ate 1&4.q Q t e lA '91f L, L G. Permit # ZO! 100 L 14 Property Address: Y316 a,..•tq Ze Id s -T Phone # qSy -Y21- % b 2� 8 Email Address: CCI1Z E3 & -S-%DX -.41.1-. Cow, a?14biL csiz/z -?t&- Reason for extension request: pa''^ 1 op, rt , �c.•�rt.. f f y ,•ta•I -li5doLT<DrVS, s Y-06T,U6. eoa Foy C0 Number of days requested: Z 8 Printed Name: Eflk 13GOnF ti Signature:-694--z7ADate: For office use only (� l This request has been: p roved Denied Extended until: O Approved by: PDater f www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a 01- q )ec - �fA 6 % Job Address: Ll 3 -70 Yd u n 9 -r"e Ic✓ S� Permit Number: -a 0 I R 4 o gi�, ❑ No one available for inspection: Tim �'-M/PM Re -Inspection required: Yes No When corrections have been m9,de, call fo 1r-inspec� at _ e: : Inspec o . �— DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE �� Buhding'lnspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: kw 6 N al&tl Job Address: CD Permit Number: 0 2 �j(p • ❑ No one available for inspection: TimeIZ--'? () AM!fVW Re -Inspection required: Ye No When corrections have been made, ca or re -inspection at 103 -234 - Date:— �g• (3, i� Inspector: 3 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division Q (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2ulc-, N Job Address: 4370 Yw n 6 fip lCl Permit Number: 11?01-1CSD Zq0 r ❑ No one available for inspection: Time r' Re -Inspection required:: Yes No d When corrections have been made, call for re -inspection at 303-234-5933 Date: g'T Inspector: DO NOT REMOVE THIS NOTICE MANUFACTURER,, MOUNTAIN STATES LIGHTING PART #30RTS 7,2/3-6" SGL HOR MAST -ABC -HH -AB -PICK CNLNR TOP CAP 30/ 6' LONG x 2 3/8' OD HORIZONTAL TENON MOUNTAIN STATES SUPPLIED GE ERLH FIXTURE NOMINAL 11,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS, SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. DESCRIPTION DF ITEM- 30' Round Tapered Steel Pole, POLE: 30' 0. SHAFT: ROUND TAPERED STEEL EPA; MINIMUM 11.5 EPA @ 90 MPH, 1.3 GFS WIDTH: 7.2' TO 3' DIA SHAFT p� MOUNTAIN STATES LIGHTING PART# 30RTS-7.2/3-6' SGL H❑R MAST -ABC -HH -AB -PICK COLOR PAINT FINISH; POWDER OVER ZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) ANCHOR PLATE DETAIL 4 Bolts at 90 Degrees 1' Dlo x %' Long x 3' Hook Bolts to hove a a' projectlon out of the concrete. E ANCHOR BASE DETAIL 12' BOLT CIRCLE x I Ile HOES TO ACCOMODATE UP TO 1' DIA BOLT REVISIONS: PP REV 8/22/17 P.O. Box 449 Conifer, CO 80433 MOUNTAIN STATES LIGHTING Phone 303-838-4430 HANDHOLE 4' X 6' Fax 801-605-9058 JOB NAME1 TWO—PIECE HEAVY DUTY CORROSION RESISTANT ABS Wheat Ridge 30' Collector Tapered Pole/GE ERLH BASE COVER, PAINTED TO SCALE: DATE; DRAWN BY: DRAWING NUMBER: MATCH POLES. NTS 8/25/17 PMP 30RTS-7.213GE-GEN REP: QUITE 1: DIST.: Mountain States 20 t 8' dZ�ogL. �/37►0 �� �' • m I , LED Roadway Lighting =1 U - U k- _ _ _ ERL1-ERLH-ERL2 \ f' ia. LE -0 t Opp-ru, I Output Range: 1900 - 30000 Im Photometric Options: Type 11 Narrow, Type II Wide, Type III, Type IV System Efficacy: 100 -145 LPW CCT: 2700K, 3000K, 4000K, High brightness LEDs @ 70 CRI �(f1�t11`'l�al�!'�flrJrl•::c: �:i�1�4; Projected Lxx per IES TM -21 at 25°C for reference: r L ) i I I I! r v XYI 1,I IS i Qk1' I 1.1)1104rATf11T MrAS C rP nN 1-4 ': 'd: i if- 0. urd, 4 020304.05.06 07,08,09 196 L95 L95 L91 L41 L84 10 L85 I L80 1_64 tart xsv, t1ri ,r,,.. { 1.101114 r VU 1 IM -U, W,5011 10,11 L97 I L96 I L94 13,14 L95 LA3 L88 15,16 1 L41 ( L91 BS" l &- IIII!ry I11PIt}'(Ai1f' JUr. n. ii ligt: : 1 16 18 19,21,23 L96 I L94 I 1.91 23, 27, 28 L95 L93 L88 30 —1 L95 L93 L87 Note: A'apeded I" based or I.M80110•000 hour testir4� DOE lighting facts Verificotos Testing Toleronces apply to initial luminous flus and lumen main*enance measurements {i'ickficul s Input Voltage: 120-277 volt and 347-480 volt Input frequency:50/60Hz Power Factor IPF)*: >90% Total Harmonic Distortion (THDI`: <20% -Frnver raav and MD toieronce ercapGuns fR11 V' LU11W. MtpUt PF" TW W411in tolamnces stove of 1 ?9 s ERt 1 '03' Lumen outrx,4 16170 amt PP -1189 0 680lscft TNS? -?696 ERLI '04* *mer cu(lv,t @i80 vol ThU-2246 R I! liliv > Surge Protection: per ANSI 0136.2-2015: (Driver Internal}; • 6kV/3kA "Basic. I120 Strikes)"- Standard on ERLi 102-061 • 10kV/5kA "Enhanced: 140 Strikes)' - Standard on ERL1 (07 - 10), ERLH, ERL2 (Additional Separate Secondary SPDI • 10kV/5kA "Enhanced: (40 Strikes) -Option "R" • 20kV/10M "Elevated" (40 Strikes) - Option T' j, Safety: UUcUL Listed. UL 1598 listed, suitable for wet locations 0/4) Environmental: Compliant with the materials restrictions of RoHS EMI: Title 47 CFR Part 15 Class A Vibration: 3G per ANSI 0136.31-2010 LM -79 testing in accordance with IESNA Standards > Std. Optical enclosure rated per ANSI C 136.25-2009, -- ERL1/ERLH/ERL2 = IP65, Optional: IP66 Operating Temperature: Stor-All Projert nomp iYoungfield 0ate 1 07-26-2018 Type SLB -1 I l' m tiilrtti �fe:n>I•:ry ERu 02-10 1 -WC to 50'0 ERLH 10.11 -4110 to NEW 1 ERLH ERL2 13.16 16-73 1 -WC to 4VC -44-c to Sr; C ERL2 30 -4WC MOST ,,r;AVI_It-,-ial i-, 111kh Delayed start may oe eMerienced <-35'0 Housing: — Die Cast Endosure — Casting -integral heat sink for mo) imum heat transfer L Lensing: Impact resistant tempered glass, standard Paint Corrosion resistant polyester powder pointed. minimum 2.0 mil, thickness, Standard Colors: Dark Bronze, Black, & Gray — RAL & custom colors available — Optional coastal finish available. Weight 12.4lbs (5.6kgl - 24lbs (10.9kg) System Warranty: 5 Year Standard, 10 Year Optional Dimming: — Standard: 0-10V; Optional: DALI (120-277V Only) Sensors: — Photo electric sensors IPE) available. LightGrid' compatible r,f), r1i' I(" Slipfrtter with +/- 5 degree of adjustment for leveling. Integral die cost mounting pipe stop. Adjustable for 1.25 in. or 2 in. mounting pipe. �,!( C3'<, (:1 !ji _I 1 C:.�rl�rlf ?i'rl�?ili L 1:1i'n,�11 L w -, •-4,000-5,000 lumens to replace 100W HPS Cobra -head -7,000-8,800 lumens to replace 150W HPS Cobra -head -8,500-11,500 lumens to replace 200W HPS Cobra -head ..11,500-14,000 lumens to replace 250W HPS Cobra -head 21,000-30,000 lumens to replace 400W HPS Cobra -head Note; Act; of repiocer wd lurnens mrrg va,U based upon mouhting height, poke spacing, B-sgn crwia. Mc IN,JRiI?'t[CS'rt+Ct-LQ11rr;rtllf• 1119a iC. -. __. _cS_ :•IL^ :Ih+C+:14 uE,:::.1"i�•'I ISiI 'A3, Bl I Eetro Narrow/Nsnrow mmeuic 63 r Tip— Di. IIII M trr�w ClEl Awn metrn S+modMediem 8i Tu I]Wide Di G3 As rnrnetrK Forword/Eaa Wide I C3 I Tupeill _._AsyrrnetricVJFde D3 il�peltr- __--' — _ ._ l -- ) E3 (Type 11 &)hmced Bark Light -The information above. is designed to provide a guideline to select the cofrect luminaire for a roadway application. Tre hest and mast accumteway to erasure the proper design is &3 o tghting tryout utrzing AGi 4 I Stor-All I 4 r4. i, f X ( AA �,Ajr. V., -I it, dUA Alkfil& I "'.- - �A r �r,r i f Pr*ct name Youngfield w"I, e."j; 1, 4 'MIN, Me 107-26-2018 1 LED Roadway Lighting i I �)j J) j i P, Tgpe SLB -1 I ERL1-ERLH-ERL2 14 III -Lm 'A"I l3IjjQ_1G:l N.,'A E11061 @1L0 -6I LLN"I 0111f ",-: :A"I 3 R'ELL'"G111 . I I IA": Fm :;PM Inp, I W4 ERA Um -Imm 414 R Lkm= K14 aW7 AP.MS tyh 0.1-1:1 IVA 7 81L WMF�*!s D3 El E41 Um ImEs WA 4A L?F*:--j MY 6 1-4 ERU U2 ' X -MIS:, Rli F�.' O9 r1 ffL mm -Ilwa klrA 0- E R L 1 31 7-F; R: Ft] OYA -34140 E3 at CATM •'X+ T� T M,- n-Prihs Fu blip 5474aci E13 _U el-L"t � �cj 310Z., R: MBX _IrMB ai 34,405 -0 FROO 0 `Y:,JP.(M nms MV -a, RJ W -347406 M rr� f 144V(A.!� 3000 E=Evdve 0-'20-2774' 02. 13 -Type I Narrow 0 27 - 2?L'# A-AtSIC13641 ?-air, „GRAY - Cm A 4 83A Slot= I R=RoUdoiuy Ri 3311 -X_M6 FILE Wl� -W,1609 flu 83 IK 0 =AN51 C136.41 7 -pin WM FALMAI.W-k-11 L "Z& LR4 -k3uaF 2-2G8 K, kw 1 23 = Me. i Shorting Cap DKEIZ Wrk Brava G revel 3,W. E = LOW 3=240 D3 z TjrP IV �> Select E = AN51 MW /-Din with I - Ip6iE Optical I. SingL- k4OdUle 4-277 5=480 06 07 E3 - Type 11 Enhunced Eiockt,rp.. 2700<or non-Dirrving PE Control! I= Tod -Less Eritry 0-347 Do 31 3000<ca IPE Control Orl valablefor ft - SeconWN 1OW,SkA SPO U MU Rwairrdie K�Nm 341-465- 09 see Tub�c for IUA opprvvW,jrm 120-277V tit 4R Disvete W avabble for 347-48N or 347V Ill.= Package tt 03 Not mmlable 10 *Nomina ON T�pe Giscrete. V 51A": MJJO_G: im 1.fi Fising, $ft Tube •1'�C�� I I a s s ir.5 s abiled to typal vuratio7 5U mil _ZqTkz Ft( qj 4 If &-riming the 0.4 - 95 lurnen M - Special Options Must ftme ae disocrele vokcq , -,,I :. tl�e 5073 4930 outpw us7ng a ccintcl supp4ed f Corvid mamr1bearer for :eod-Tirne. 43 vi,.h r oYjon. 0-10V running. < See Note lender2 rrcjdiffet, HJ MT -311W4013 M.: 05AW W-1cip- tjfj `34 -14—M - froin a source othe, than CE call 1-888-W-3533, then select Opticin at t:e for assistance- 6 "r a,,- Odes sligle peck bcx m6lt.. CP ",pir,9m20vrwts FU Kv -Mas 5U.M10 -ANVE P � - 1 a promr, per Fbgno pok costa ter Controls Column NQTF_- Olffirning con!rds weed for , Recorrivieiced for instolcrions 0- OV standard unless DAU option V YAOO 750 ft. tram the coast Comm R' M -MM, 113 11 1W, -341�Rffl t �03) 4UNIE IL WK -W-015 %I M7 JJM OU W, -34WI5 05 C3 D3 _13 6M req�ezted Factv4 for Lead -Time. 1.7 52 IB7MQI Et (K31 Eli OW O"Jut-mmi Ilt',W-11M IS HAJEak-WANS E, _W4AB ZLV71115 EU06W ""E Ptoiku'ge 141-MUZ-FTE R,',O!q-WANF_ IU A"? Z RJ JW -W40B mlwm_ovx�5 PLwan a LLq, + Compabible w4h Ughrind 2.0 nodL-- W -M2 4AQ E41_1 LIANO—F5 I Not oyoiloble m 347V, 4WV or, Fall 07AY7 k, f E13 347-4&N fir LumEn OuUl LeMs 0 7. CS, 09. and 10. 4 r4. i, f X ( AA �,Ajr. V., -I it, dUA Alkfil& I "'.- - �A r �r,r i f Um 35A.it-, x I -IN SI: ML ms w"I, e."j; 1, 4 'MIN, R3 3 02 MOD 1900 Bao 14 III -Lm 'A"I l3IjjQ_1G:l N.,'A E11061 @1L0 -6I LLN"I 0111f ",-: :A"I 3 R'ELL'"G111 . I I IA": Fm :;PM Inp, I W4 ERA Um -Imm 414 R Lkm= K14 aW7 AP.MS tyh 0.1-1:1 IVA 7 81L WMF�*!s D3 El E41 Um ImEs WA 4A L?F*:--j MY 6 1-4 ERU U2 ' X -MIS:, Rli F�.' O9 r1 ffL mm -Ilwa klrA 01-LMI 1 -UMI 31 7-F; R: Ft] OYA -34140 E3 at CATM •'X+ T� T M,- n-Prihs Fu blip 5474aci E13 _U el-L"t � �cj 310Z., R: MBX _IrMB ai 34,405 -0 at I mm 4 EU MID _XT4W _Lr Ml nms MV -a, RJ W -347406 M 05 U W 3000 2900 21303 22 26 :.u3Q 314JO-G. EL Lux -T,1-q.H U33-1 311VLB Ri 3311 -X_M6 FILE Wl� -W,1609 _L11 MI Wt-2MZ ME' 1EU110130 W4013 21-L"I 31-110_5� H, t1tilk - Immm LR4 -k3uaF 4U TP ELL F4 Pk K, kw B. 6 ELI m-127-31T4B,'m E3 F3J.M_-")E5 _W RLPM, J5 _ W 3 i- 83 39M 3WO 31 34 HKO411a:*m �0,I avDa. al A":_L"4003 K�Nm Eli OW _34mJE5 - -rT 44 qUW1-L-3m EU MW -xwz 03 - 51A": MJJO_G: R, WAI -ONWA5 111.1 OU WU _39047 RLWA. -54ymn 111t AW Eli 4 -3k?4M I ME MI) zve I Etj M;gm 5U mil _ZqTkz Ft( qj H! t —WHIM 9F -174OF3 F15 ZX A3 C3 01 5073 4930 4700 F31 43 tKKI el lCGl :�aQ 94Q al -L"'. R: WV ZM.b R4 DM _IX -ME OL17' ff4f,11tj HJ MT -311W4013 M.: 05AW W-1cip- tjfj `34 -14—M - au 093 JFLNIE; 1 KI 3:16132 rUFAIES OW,2X-W5 FU Kv -Mas 5U.M10 -ANVE P � - 1 a ll -LOQ 111361, 51WOF 141MG2 R' M -MM, 113 11 1W, -341�Rffl t �03) 4UNIE IL WK -W-015 %I M7 JJM OU W, -34WI5 05 C3 D3 _13 6M %W 5700 1.7 52 IB7MQI Et (K31 Eli OW O"Jut-mmi Ilt',W-11M IS HAJEak-WANS E, _W4AB ZLV71115 EU06W ""E Ptoiku'ge 141-MUZ-FTE R,',O!q-WANF_ IU A"? Z RJ JW -W40B mlwm_ovx�5 PLwan a LLq, A3 W -M2 4AQ E41_1 LIANO—F5 I EIRLUAW JES Fall 07AY7 k, f E13 el IM -UW. re 11 t 3141051 074140 F� IM J5, RE 07. D, C3 M) 68DO 6600 58 MW 101-Lvj? :QQ�31M—fl-_ mtOX340-15 __ TFL: _010400 _EUL — RLE7CJYL_Z M1 UU-n—JE5 vU_O71CU7-IES BLUJOU 15 OA"2 _WQIU ren?12211 M"FU EU 0"' 25 PC 06W - J5 13 01 83 0 D3 E3 03 811XI3 law 7601 71 Ivo W -Lw �Akwj lit 0-5; MUSK140-15 RA MIX 1 8G 33v_ £S ERII E31=983127_ES el -L652 :4JV,� -u uwlu_(V�: 'j r4'W- ON, 1314B -G2 EP1:,CWW_JN - ktoom— It's ERLLW-M—Es OREP: _J� SLI 011.1_09913 11—Ell _E0027,ES 911-GAMU W-WIV71 E$ _m V—z 04 0 Poo) 89(1FIOD A4 -LO'GI I -L"2 AWL31JJD-G7 RA -MA -15 EF1.4 mst�, J5 'f3 RLO.—Es Eau mm .16 F Rltt —DOU, J3 L E3 @2 604;24) rLm 410 u2 ;32410 si{IO Eli AM ut-_ R1,09ex =_,fs� 1 -,z 1 ifiw-E3 1 19 M %00 963 97 '?V_UKi 'I _10WO—IES I 71c] M2 _UOQ KAMM-5211 EU lOrNO E5 I z ES D3 ji 0 4"-wlval�?l I E. 1 11 11 MUJCW��S IES -5 I LE Evc TY LED Roadway Lighting ERL1-ERLH-ERL2 12ro(l?uLL L[[1.1�z-1sLo[-i Evolver" LED Streetlight IERL1) in. nm) ADJUSTABLE FOR 1-1/4 to 2 inch PIPE !1.660 to 2.375 inch OD} – -- — [42 to 60 mm ON r jiLl��. 6.4 in. 1 4.2 in.– [162 [nm) S. 1107 m1 I - I I --- -_— — _–f--� [137 mm) _ — LNZ�CKVIL=W ,14.7in. R f SILL VILVV `=t i> l i ui 'v (373 mm R) _ 5.Fin. J4 J [127 Approximate net weight: 12.4 Ibs (5.6kgs) -15.5 Ibs (7.Okgs) with XFMIR Effective Projected Area (EPA-.. 0.5 sq ft max 10.046 sq m) 1;; 6Y2 U4► m!(l 641PpnB e6p,a lneyM 10'4!0 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" 0 X 3" HIGH TENON VERIFY LED COUNT AND DISTRIBUTION TYPE PER JOB OPTIONAL: GFI DUPLEX RECEPTACLE W/TAYMAC ML40OG "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS:.22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) -TEN/3X3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 X 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2 Y2" X 6" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. ANCHOR PLATE DETAIL ANCHOR PLATE IS 11 4" X 11%11 X ALUMINUM WITH 4 EA SLOTS FOR Y2' --Y4" 0 ANCHOR i O j I BOLTS ON 8" - 12y2" 0 CIRCLE. 4 EAY2"-Y4" 0 X 18" LONG X 3" HOOK ANCHOR BOLTS HAVE A 3Y2" PROJECTION OUT OF CONCRETE PG111 11 1/2 [13] X 2 [51] PULL SLOT 3/8-7 X 3 [76] LONG W/ 01/4 [6] CENTER PIN S.S. HEX HEAD AUGER BOLT` (2 PLACES) COMMUNICATIONS LOCATOR O ®Q 03/8[10]S.S. c a�C 2X 05/8 [16] THRU HOLE \ W/ 01 1/4 [32] X 1/2 [13] O DEEP COUNTERBORE ® Q� \/ PG111 11 / TEST POINT 3 PLACES 01 3/8 [35] X 1/16 [2] DEEP RECESS 3 PLACES 1 1/2 [098] GROUND GROUND LAB DIRECTIONAL LAB/18 LABEL DETAIL SCALE HALF ;ELF ALIGNING, ,CEABLE S.S. EZ -NUT ;ES CUSTOMER APPROVAL APPROVED BY: NOTES: I DATE` 1. CUSTOMER IS CITY OF WHEAT RIDGE. LOGO TO BE SPECIFIED: 2. THIS ASSEMBLY IS RATED FOR A STATIC DESIGN LOAD OF 22,500 LBS. [100,080 N] OVER A 10 [254] X 20 [508] AREA AND MUST PASS A MIN. STATIC TEST LOAD OF 33,750 LBS. [150,120 N]. 3. ELECTRONIC MARKER SYSTEM FREQUENCY 101.4kHz. 4. LID TO BE SECURED WITH 12 GAUGE WIRE. av/ >a JDAS "/07/15 as e N.TA QUA=' 11 % 18 % 12 A 1/ (3) TEST PORM k (2)PPU11 MM �. 109298 1 1 PG1118Z545 IV -e DETAIL City of LG -B03 STREET LIGHT PULL BOX ��prN"6atjclge CODE STREET LIGHT PULL BOX DEPARTMENT OF PUBLIC WORKS LG ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE,0/20,6 o� 3/8-7 X 3 [76] LONG A, S.S. HEX HEAD AUGER BOLT` G Q`� `0t` 2 PLACES 03/8[10]S.S. c a�C FLAT WASHER � ® 2 PLACES QUAZITE LOGO / TEST POINT 3 PLACES 01 3/8 [35] X 1/16 [2] DEEP RECESS 3 PLACES 1 1/2 [098] GROUND GROUND LAB DIRECTIONAL LAB/18 LABEL DETAIL SCALE HALF ;ELF ALIGNING, ,CEABLE S.S. EZ -NUT ;ES CUSTOMER APPROVAL APPROVED BY: NOTES: I DATE` 1. CUSTOMER IS CITY OF WHEAT RIDGE. LOGO TO BE SPECIFIED: 2. THIS ASSEMBLY IS RATED FOR A STATIC DESIGN LOAD OF 22,500 LBS. [100,080 N] OVER A 10 [254] X 20 [508] AREA AND MUST PASS A MIN. STATIC TEST LOAD OF 33,750 LBS. [150,120 N]. 3. ELECTRONIC MARKER SYSTEM FREQUENCY 101.4kHz. 4. LID TO BE SECURED WITH 12 GAUGE WIRE. av/ >a JDAS "/07/15 as e N.TA QUA=' 11 % 18 % 12 A 1/ (3) TEST PORM k (2)PPU11 MM �. 109298 1 1 PG1118Z545 IV -e DETAIL City of LG -B03 STREET LIGHT PULL BOX ��prN"6atjclge CODE STREET LIGHT PULL BOX DEPARTMENT OF PUBLIC WORKS LG ENGINEERING DIVISION APPROVED BY: SN APPROVE DATE,0/20,6 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ;&/ j` - Permit Number: 7017002261 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (fo When corrections have been made, cal or re -inspection at 303-234-5933 Date: 7 - /9 Inspector: �// DO NOT REMOVE THIS NOTICE City of Wheat Ridge p{ t7 Commercial Electric PERMIT - 201802086 PERMIT NO: 201802086 ISSUED: 08/06/2018 JOB ADDRESS: 4370 Youngfield St EXPIRES: 08/06/2019 JOB DESCRIPTION: Street lighting along Youngfield, 100 amp, 3 pedestrian and 3 street - 6 poles total *** CONTACTS *** OWNER (303)638-0400 STOR ALL YOUNGSFIELD STREET LL SUB (303)424-7200 Rod Barenberg 018167 G & H Electric Co. GC (954)421-7888 Larry, Jeff & John Anderson 170031 Stor-All Construction, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 460 / Mini -Warehouse BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,000.00 FEES Total Valuation 0.00 Plan Review Fee 277.03 Use Tax 504.00 Permit Fee 426.20 Engin. Review Fee 100.00 ** TOTAL ** 1,307.23 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with thisperm it. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performpd and that)all work to9 be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall of proceed or conceal work without written approval of such work from the Building and Inspection Services Divisit. 6. The issanc or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appp ble d or a or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of CO`1`I heat jq MMUNITY DEVELOPMENT ge Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE /� '/ONLY Date: / / / l Plan/Permit # ao 11 O 1 O Plan Review Feer �1 �' 6-3 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): -90 12 't --,c y ir, Phone(3) Property Owner E Tenant (Commercial Projects Only) zle -" 1/ Property Owner Mailing Address: (if different than property address) C c f -t Address: j ,� (,✓ : �� t ��S ��'��%�'��� �f r''/Z �r >� crC/2-.- / Z City, State, Zip: ! '"/ a�' �� Architect/Enginepr C� g11G -'v•¢-� Arch itect/Eng 1 neer E-mail: ��-✓��{�,5-e ��Phone: (a rt /Ic vA-y U'S VLA Contractor Name: City of Wheat Ridge License #: Phone: J G `�` Z `% u' `' Contractor E-mail Address: For Plan Review Questions & Comments (please print): q CONTACT NAME (please print): &enl `' �`'�' ��'�� Phone: CONTACT EMAIL(p/ease print): ' d `Zl � Gr�I'h/v n (3'47 f + �° - Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # [vJCOMMERCIAL F-1 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. Ft./LF BTUs Gallons Amps f �' Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on--<ithe applicn. CIRCLE ONE: (OWNER)(CONT GTORI Q/T ORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /- �- DATE: / PrintedName: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS PII tQk TC.c ��y J� — o� we,e ,4 j�'Q(� pC 1 i 56r� �- $ o v, Z&Z - CAJ7— 77 PUB/—, G. GC,)C Reviewer: �B 'f7 -,3D3 . z3S. Z8(o 114 ©J-/ D� ;G ., :V FiP , Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qP` f\;tiaEI.�C, CO h'► JobAddress:tMYot,xf,'eaSt. Permit Number: `"2,0/% -- t T1 Qk M_' ❑ No one available for inspection: Time( I i V AM/PM Re -Inspection required: Yes --_G/ When corrections have been made,?carelna�ffqon at 303-234-5933D� 71 InspecDO NOT REMIS NOTICE i CITY OF WHEAT.RIDGE Building Inspection Division "_V� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: U 2i %D `Ywoci I"I-r (c=l (5r* Permit Number: 0701-7 U 7 D (o S 4Pd•4- /1 ❑ No one available for inspection: Time ` ,"O 1 AlIlif PM Re -Inspection required(Ye N.oe_. When corrections have been made, call for re -inspection at 303-234-5933 Date: -?,,2 ' I Inspector: DO NOT REMOVE THIS NOTICE ✓_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax , INS,PECTION NOTICE Inspection Type: q0rE-16 Job Address: q3 �0 dva C Sf Permit Number: �" i loo✓ ;1/0 l _ F: t e cf exr"r4 fa vC- --�f� ". ,<,�;L,. �C'- {JCS /nf� l� L,,•�r:� �� ., . �C7✓ss o l�v9� �,,l5 t, �,��� �X..t /y/t✓ I% � x,71 /lG P Ila 7L-C� ll� ' C l P �? ti. ;,ig 1J 7d— (SOS" 7 c7 7' 17 ; l '' Q —, ❑ No one available for in n: Time 16 30 AM/PM Re -Inspection required: es o When correc2tio shave been made, call for re -inspection at 303-2345933 Date: � 7 % Inspector: tl'47Y DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection= Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 310 "IWOC4 r, P w Permit Number: (-10 0 29co i ❑ No one available for inspection:. Time AM/10M Re -Inspection required: Yep�'� No When corrections have been made, c'af-fo—r re -inspection at 303-234-5933 Date: % - 2-7 • t � Inspector: DO NOT REMOVE THIS NOTICE E0 0 12'-0" 12- l 8"'- PIPE 16'-9"" LONG CIRCULAR FOOTING - 2.122 YDS CONCRETE T -0 - DIF MONUMENT SIGN - LED ILLUM. SCALE: 3/8" = V-0" AREA: 72 SF FLEXIBLE FACE w/ VINYL GRAPHICS 2-1/4" FACE RETAINERS 9" RADIUS INTERNAL LED ILLUMINATION FCO BLACK ACRYLIC NUMERALS 3" CONCRETE CURB • •R SCHEDULE COLOR 3M VINYL 3632-3126 ORANGE WHITE WEEDED COPY PAINT CABINET, RETAINER, POLE - SW CASA BLANCA 117571 NOTE: CABINET & RETAINERS - SMOOTH FINISH BASE & REVEAL -TEXTURED FINISH It is the intent and purpose of this color rendering to provide a basic color representation of your sign finish and color. However, digital media and printed colors will vary from actual paint finish and color. Existing painted surfaces Wit have a perceptible difference in shade and sheen from your sign finish. Providing a sample of the paint you wish to match or a Matthews paint color formula wall minimize the differences. 16265 Star Road Nampa, ID 83687 tolt free: 800.592.8058 tete: 208.345.4020 fax: 208.336.9886 www.imagenationat.com PflNELTiIiIE: IOGUINN: AEBNFSfENNY JENNY GOOSSENSP page # - • PUBLIC STORAGE PBS 108627 YOUNGFIELD ST & 4th AVE DRAM P' SPH/DF WHEAT RIDGE, CO CONMRR HIE of ' IKLUIItGIF PBS-WheatridgeCO-R2-032918 2016 image national signs. This design is an origirml work of authorship by Image National, Inc, (image) which owns the copyright protection by the copyright low of the United States (title 17, U.S. (ode). All rights are reserved by image and, unfit the use 0 this design is authorized by image in writing, Image owns the erdusive lights to, a) reproduce this design in copies, in graphic farm or as a sign; b) prepare derivative works based upon the design; c) dishibate copies of Poe design by sale or other transfer of ownership; and d) display the design publicly, City of Wheat Ridge Commercial Sign PERMIT - 201800341 PERMIT NO: 201800341 ISSUED: 07/26/2018 JOB ADDRESS: 4370 Youngfield St EXPIRES: 07/26/2019 JOB DESCRIPTION: 2 sets of illuminated channel letters; 1 set of FCOs and 1 double faced illuminated monument - 283.1 sq ft; 4 amps Tenant: Stor-all (Public Storage) *** CONTACTS *** OWNER STOR ALL YOUNGSFIELD STREET LL SUB (303)975-1772 Robb Walker 018134 Advantage Sign Co. SUB (303)424-7200 Rod Barenberg 018167 G & H Electric Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 38,000.00 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 798.00 Permit Fee 591.55 ** TOTAL ** 1,774.06 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Commercial Sign PERMIT - 201800341 PERMIT NO: 201800341 ISSUED: 07/26/2018 JOB ADDRESS: 4370 Youngfield St EXPIRES: 07/26/2019 JOB DESCRIPTION: 2 sets of illuminated channel letters; 1 set of FCOs and 1 double faced illuminated monument - 283.1 sq ft; 4 amps Tenant: Stor-all (Public Storage) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its'accom anying approved plans and specifications. �� Signatu of O or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpenmt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a p rmit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable co any ordinahl4or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildilig Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of Wheati( ge COMMUNITY DEVELOt'MENT Building 8 Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-2345933 FOR OFFICE USE ONLY I � ��,t. X0 190031-1 Plan Review Fee:: �S�,qz Building Permit Application *" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *" r Property Address: Owner Property Owner Email; Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEnginser E-mail: Phone: Contractor: P Phone: Contractors City License #: y L 1 a L3q Phone: 303 .-.T - V-__ 113 2 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # 0 \Nu)(tl Other City Licensed Sub: City License # UCW Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION WINDOW REPLACEMENT (� COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe )")�1`� _ (For ABLL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 0) Jouue -raePC! 11!oms�a�eel �1lowlJ, set Qvd Sq. FULF II a Amps Btu's Squares Gallons Other Project Value: (contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenant.-,, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that egtity on this application. CIRCLE ONE: E rTl NAME: ZONING COMMSMENTS Reviewer 2Il`� tZ (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) SIGNATURE: DEPARTMENT USE ONLY BUILDING DEPARTMEqT COM S. Reviewer. It /I y PUBLIC WORKS COMMENTS Reviewer PAF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Reeved ❑ Not Required DATE: -4:)- OCCUPANCY OCCUPANCY CLASSIFICATION ( eS' ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed; including current use of areas, proposed uses, square footage; existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I�j�`:t Sq. Ft./LF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) Zb(0co, O"'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measiuements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entinr on this application. t, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE04YE: (OFf74ER) (CONTRACTOR) or (AUTHORIZED REPRESENTAT[VE) of (OWNER) (CONTRACTOR) Signature (first and last name): r � _ DATE: \2 2b \`� DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS; Reviewer. Building Division Valuation: $ Dan Schultz From: Dan Schultz Sent: Thursday, February 15, 2018 2:18 PM To: 'Angela@advantagesigncompany.com' Cc: Kimberly Cook; Dina Kemp Subject: 201800341 Building/Monument Signage Comments Good Afternoon Angela, I've reviewed your plans for the proposed signs at the Public Storage Facility at 4370 Youngfield St. Before I can approve your plans we need the foundation plan and details including steel. Please provide a foundation plan and details. (2) copies. Dan Schultz, Building Inspector, Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 Fax: 303-237-8929 www.ci.wheatridge.co.us C +ly 01 Wheat g CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. City of Wheat idle COMMUNITY DEVELOPMENT Section 26-503. — Exterior Lighting. A. Purpose. The purpose of this section is to regulate the spillover of light and glare from exterior lighting on operators of motor vehicles, pedestrians and land uses in the proximity of the light source. With respect to motor vehicles in particular, safety considerations form the basis of these regulations. In other cases, both the nuisance and hazard aspects of glare, reflected light and incidental spillover light are regulated. This section does not apply to public street lighting or to public outdoor parks and recreation uses. B. Permit required. An electrical permit application shall be required and a permit issued prior to installation or substantial modification of any exterior lighting. The permit application shall be accompanied by information required by the uniform electrical code and additional information that may be necessary to determine potential negative effects upon adjacent properties and public streets including, but not limited to, a plot plan showing location and orientation of lighting standards, building elevations showing location and orientation of lighting standards, lighting standard specifications including height, type (i.e., cutoff, non - cutoff, spot, floodlight, etc.), peak candlepower diagram, and any shielding devices to be incorporated so as to minimize incidental light spillover or glare. C. Lighting standards. The following restrictions shall apply to outdoor light control, including lighting within or directed upon outdoor signs: All fixtures shall be fully shielded. For purposes of this section, fully shielded shall mean fixtures constructed so that light rays emitted are projected below, and not above, the horizontal plane of the fixture, such that the source of illumination (bulb or direct lamp) is not visible from adjacent property or rights-of-way. All light fixtures shall be downcast to minimize undesirable effects of illumination such as glare, skyglow and light pollution. 2. All metal halide and fluorescent fixtures shall be filtered with glass, acrylic or translucent enclosures. 3. Only high-pressure sodium (HIPS), low pressure sodium (LPS) or incandescent fixtures shall be permitted in commercial and multifamily residential parking areas. The level of illumination shall be consistent with minimum industry standards adopted by the illuminating engineering society. 4. All exterior lighting shall be designed and situated so that substantially all of the directly emitted light falls within the property boundaries. 5. Exterior lighting shall also be designed and situated so that no incidental or reflected light interferes with reasonable enjoyment of adjacent land uses, or safe movement of motor vehicles on public streets. 6. The following exterior lighting is specifically prohibited: a. Any light that may be confused with or construed as a traffic control device. b. Any animated, flashing or changing intensity lights, except for temporary holiday displays. 7. Lights one hundred (100) watts and less per fixture, fluorescent lights forty (40) watts and less per fixture, gas-fired fixtures and lights used for holiday decorations are exempt from the requirements of this section. 8. For commercial developments, mixed-use developments and multifamily residential developments, exterior freestanding light fixtures shall be mounted no more than eighteen (18) feet high. All other applications shall be limited to a maximum of twelve (12) feet. The height of a mounted lighting fixture shall not exceed the height of the wall it is mounted on. 9. Lighting plan. All applications for commercial, mixed use and multifamily residential developments shall submit, as part of the final site development approval, a lighting plan which includes the following: a. Site plan showing locations of all lighting fixtures and a numerical grid of lighting levels (photometric report) or as isoilluminance curves (concentric circular lines representing constant illumination levels). b. Lamp type and wattage. c. Mounting heights of all fixtures. d. Cut sheet showing the design and finishes of all fixtures and designation as cutoff fixtures. 10. Amortization schedule. All nonconforming outdoor light fixtures, including lighted outdoor signs, existing prior to December 1, 2000, shall be brought into conformance with these outdoor lighting provisions on or before December 1, 2005. Any light fixture that is replaced shall comply with the outdoor lighting regulations of this section at the time of such replacement. (Ord. No. 2001-1215, § 1, 2-26-01) Freestandina Sian Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. Contractor: You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): c,4Df '4f-") (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: 7 - 1,501 = -' 50 = + 35 = Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: 5,001 = `� 9� - 500 ' f" 100 Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: 1 7 - 50,001 = 1 7 _ 1,000 = 1 7 + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. F]Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wap signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: q.� 20 `iGL�Gi�il�I�� Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 -I q,�- feet Wall 2 - ZOD feet Wali 3 - feet Step 2: The length of the wall is the allowable square footage for the wail sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage - Site Plan )q5 square feet a ori square feet square feet a � LLJ )/i o : f � - U) \ §§ k � 2 % , !!■! / �$ ; t § k k z LUk 93 j LU z 0()\! LU ui \�/ &!«23 k§ , LJJ � §41 § >- J ± & $ Cl) A � - uB �» . ]% -p cu ui 7 ■2 2, «2 t 0 § )§ §§ 2) 7 ¢ R < u < < z < cc a R, OR 2 \ CL \ ° ! ? / ^ 13z (/ k W a E |� §o ■ / uj mom } }i ). . {� } � LLJ )/i o : - U) \ §§ k a % , !!■! / �$ ; 93 !z , 22 62( 0()\! 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I -7 (`O Z7 (� 04/L ❑ No one available for inspection Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: --7-G,16 03-234- Date:-7-G'f Inspector: -, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3Z3=: Job Address: W3%13 \ aW^)6=F f (/Q ST Permit Number: ZO 170<0 2q( 5c) [G `1' ( ❑ No one available for inspection: Time - AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: L` Inspector: DO NOT REMOVE THIS NOTICE �_! o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30!9 h Clef'- Comm Job Address: 443 `70 Yo e, Permit Number: a o i -7 o cr& ❑ No one available for inspection: Tim_q—QM/PM Re -Inspection required: Yes�w �> When corrections have been mad-iialf #ar re -inspection spection at 303-2345933 Da Inspector: <�. -- - DO NOT REMOVE THIS NOTICE �) 4 i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Type: Inspection T e: 3�®/ �y "; p Job Address: 3 7�1 c,6e-AJP,( Permit Number: 00,,) 96 ❑ No one available for inspectionjime AM/P'+M�; f Re -Inspection required: Yes No; When corrections have been made, call`for"re-inspection at 303-234-5933 Date: lo�3 l Inspector:% DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3C6/_�5?1d Job Address: 70�-0-s Permit Number: D9'6 ❑ No one available for inspection: Time / (r)-�4"OVPM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303 -234 - Date: , T Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 30q R CC, Job Address: (l ,7 f f Permit Number: �/, ?00 ❑ No one available for inspection: Time 0 AM/PM Re -Inspection required: Yes6 When corrections h ve been made, call for re -inspection at 303-234- Date:- % Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -_� 0 ::S—. / 0 L /-17-1 , Job Address: y 3 70 `� �� r �J}. ,c 1 Permit Number: Lt -D I � c; ra G 5�, P_ 30A\ "'o tai, h 7 �,s v 1 j, -.I k -j V-k<V,< ❑ No one available for inspection: Time W"f PM Re -Inspection required:Ye No When corrections have been made, call for re -inspection at 303 -234 - Date: -') 03 -234 - Date:') l 1611 I �, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: F�®170th 396 ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re-inspectionat3�,03-234-5933 Date: 5- I inspector: 4 'I%0 /4" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: G 7 V Permit Number: '�;Zq/ 7y0�6 ❑ No one available for inspection: Time 5--:-30 AM/P10 Re -Inspection required: Yes(;No-, When corrections have been made, call for re -inspection at 303-234-5933 Date:—r- 5, 0Z,/,? Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3oaA,(,-)sl7 Job Address: ef.3 76 )//L-l9i'e Permit Number: Po) %,!jO �6 ❑ No one available for inspection: Time ` wpm Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: S'e,'2-' /F" Inspector: , �f / (; � �— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3oaA,(,-)sl7 Job Address: ef.3 76 )//L-l9i'e Permit Number: Po) %,!jO �6 ❑ No one available for inspection: Time ` wpm Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: S'e,'2-' /F" Inspector: , �f / (; � �— DO NOT REMOVE THIS NOTICE 10 � 4 41 CITY OF WHEAT RIDGE 1w - V, -A Building Inspection Division � �(303) (303) 234-5933 Inspection line 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f/E', Job Address: Permit Number: v I.J No one available for inspection: Time A Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 .! 41 . Date:��iJl i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 3� / �� She Job Address: 1,13%0 Sf" Permit Number: ❑ No one available for inspection: Time 4PPM Re -Inspection required: Yes Nom, When corrections have been made, call for re -inspection at 303-234-5933 Date: -V// lF Inspector: ,Yom! 6y— DO — DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 32-31,Alk C Job Address: y3 70 yCe• � 1, 1, Permit Number:c170� ❑ No one available for inspection: Time tAM QM Re -Inspection required: Yes' No *When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector:��-` DO NOT REMOVE THIS NOTICE f f- A►1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 ISC D Job Address: 370 YDS iel S Permit Number: %D W F J ❑ No one available for inspection: Time (• 'I -) �AWPM Re -Inspection required: Yes �'IV0 When corrections have been made, call for re -inspection at 303-234-5933 Date 3 ` q- %F Inspector: �OAJ GI � �— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: . . S Permit Number: ❑ No one available for inspection: TimeM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: C?" OF' F Inspector: v11,v�— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type::�'� Job Address: J0 Permit Number:�)�� rid ❑ No one available for inspection: Time I .` _:)AIV/PM .' Re -Inspection required: Yes"' No_�- When corrections have been made, call for re -inspection at 303-234-5933 7 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _5231Ai5X Job Address: _5 Permit Number: ❑ No one available for inspection: Time Re -Inspection required;�"'Yes�No When corrections have been made, call for `re -inspection at 303-234-5933 Date: �• � • � ? Inspector: �% LIC / -1-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ���/� ���G�"�•� • ` 2 46 F/u", L - Job Address: V3 20 yr4x g--P;e 0 s -►-- Permit Number: CDQ/ 7f 1wb r TO a t r - VT 1 ❑ No one available for inspection: Time tri QM/ M Re -Inspection required: Yes 001 -II/ When corrections have been made, call for re -inspection at 303-234-5933 Date:-,,; k Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 4�01_)D evtol')�-) iii Permit Number: ❑ No one available for inspection: Time ` a'1) AM/PM Re -Inspection required: Yes l'14 *When corrections have been made, call for re -inspection at 303-234-5933 Date: %-�' 15' 1711, Inspector: Inspector:'¢— ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE k Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ^ Inspection Type: ���r�� Job Address: �ie sf Permit Number: LeIZZ251,6 f �y (A -F /"�k' M- a ❑ No one available for inspection: Time _ AIVAIPM Re -Inspection required: Ye<No When corrections have been made, call for re -inspection at 303 -234 - Date: c?' /0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3o1 b(e Job Address: Gi�26 Yl,2u,(jSi-- Permit Number: � b% 7M c-) ❑ No one available for inspection: Time - AMfPM Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,�' s- /o Inspector:i- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z:LTI `fi5,C Job Address: ®� Permit Number:%%' e R- ❑ No one available for inspection: Time AOfIM� Re -Inspection required: Yes e N ` When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 , SLI• Iff Inspector: G ��-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: A2U1VgA'2_ cq Permit Number: d/%b ,�)qX ❑ No one available for inspection: Time `-I�(/PM 1 Re -Inspection required: Yes CNO When corrections have been made, call for re -inspection at 303 -234 - Date: -/' 03 -234 -Date:/' /%• Ir. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE f Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:f dpi SC Job Address: Permit Number: - 7069 26 ❑ No one available for inspection: Time r —` AM/PM Re -Inspection required: Yes �" No ,} When corrections have been made, call for re -inspection at 303-234-5933 Date: /--)' X` % 7 Inspector: 6'114- f_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ' % C4 Permit Number: G'% 1(_X)_t76 n A 4 a ❑ No one available for inspection: Time ?' AM%Plyll Re -Inspection required: Yes (�No When corrections have been made, call for re -inspection at 303-234-5933 �1�-- Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1--/ 3 -1h) 1 fir' z Permit Number: ❑ No one available for inspection: Time A Re -Inspection required: Yes( N9,,% When corrections have been made, call for re -inspection at 303-234-5933 Date - vs, / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:3/�1rsc �Gf Job Address: 7Q Permit Number: s ❑ No one available for inspection: Time ` �� AM/PM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303 -234 - Date: Q,/_3,/7 Inspector: ')w DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: eN Job Address: 7o Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes (No *When corrections have been made, call for re -inspection at 303-234-5933 Date: /,;� '),r •/ % Inspector:��C'r��/�� f --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3_23/06C Job Address: Permit Number: ❑ No one available for inspection: Time 4P M Re -Inspection required: Yes N0 When corrections have been made, call for re -inspection at 303-234-5933 Date:/.21,`l Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line' (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:_ Permit Number: ❑ No one available for inspection: Time ��PM Re -Inspection required: Yes LNo,/' When corrections have been made, call for re -inspection at 303-234-5933 l �,jm � Date DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:1-13176 Permit Number: 20172' 7-06F ? } ❑ No one available for inspection: Time vM)PM Re -Inspection required: Yes(N—012 When corrections have been made, call for re -inspection atJ303_-234-5933 Date: A2 ,5f/ 7 Inspector: � \)6Aj � 1 �"— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7 a ❑ No one available for inspection: Time'T' A 1PM Re -Inspection required: Yes (No When corrections have been made, call for re-inspection/at 303-234-5933 Date: ' )0' Inspector:—) -W /714 - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 43-10 Permit Number: '�U �� O IOU ❑ No one available for inspection: Time AM k Re -Inspection required: Yes No When corrections have been made, call forr -inspection t 303-234-5933 C DateJ I Z Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .3?`35� " Chu wq_ Qs - Job Address: % l -U rleld Permit Number: 0l 70� ❑ No one available for inspection: Time ��-� :AM/FM Re -Inspection required: YesNo) Q-' _ _ When corrections have been made, call for re -inspection at 303-234-5933 Date:-//' 7 Inspector: )elv, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: JINa�,V�l-S� clz� Job Address: 7 Permit Number: 7�0/ -76-,0 ❑ No one available for inspection: Time it U WPM Re -Inspection required: YesNo- *When corrections have been made, call for re -inspection at 303-234-5933 Date:-//, 7 Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3-3 115 Job Address: �/ 4 Permit Number: _720/7� r _z- 2o, 7, IJ No one available for inspection: Time . , ' AIM/PM Re -Inspection required: Yes,./ No When corrections have been made, call for re -inspection at 303!!234 - Date:// -/7 -/7 03 -234 -Date:// -f7-/7 Inspector: ,o ff/ire DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3% GY-1 1 Permit Number: r9o/ 700 X ❑ No one available for inspection: Time Re -Inspection required: Yes (NO/ When corrections have been made, call for re -inspection at 303-234-5933 Date:/N .7 Inspector: *"6v C7// �— DO NOT REMOVE THIS NOTICE J 1 t i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �3 Job Address: Permit Number: 7-07 Ll No one available for inspection: Time _��� AN Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date://,/S,/7 Inspector: L),oxy C�/ 1 t - DO NOT REMOVE THIS NOTICE V i[ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3D31 — Com%( Job Address: _Y 20 12 Permit Number: ❑ No one available for inspection: Time `� Om Re -Inspection required: Yes (No1 When corrections have been made, call for re -inspection at 303-234-5933 Date: `lel 7 Inspector: \vi�l DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C — ®' Job Address: 0 C� 1Ci S Permit Number: 2Q1 %Q 706 ❑ No one available for inspection: Time() i (�`AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-i�nsDpection/at 303-234-5933 Date: 1_�-1 Inspector: �G� �/,A ' DO NOT REMOVE THIS NOTICE 1: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �/7070t9 ❑ No one available for inspection: Time Re -Inspection required: Yes( No j When corrections have been made, call for re -inspection at 303-234-5933 Date: F. F. / % Inspector:'t}-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fes/ Job Address: r�i St - Permit Number:O/7D� ❑ No one available for inspection: Time % WPM. Re -Inspection required: Yes No ) When corrections have been made, ca for re -inspection at 303-234-5933 Date: //' 6 '17—.- Inspector:.fl�i�,G'f xh DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 41. iL_ G'GLetc !- Permit Number: ; - 6V ❑ No one available for inspection: Time ', AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection, at 303-234-5933 Date: ' � ` n Inspector: �)O� Cn'(1( I �V�_ DO NOT REMOVE THIS NOTICE 1� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICEis Inspection Type: t— z) ��' ���7s- Job Address: Permit Number: ❑ No one available for inspection_ :-Time `i Q AM/P Re -Inspection required: Ye /' No When corrections have been mad k call for re -inspection at 303-234-5933 Date: L Inspector:_ (1_W t DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C.j1�-,7�- Permit Number: 0CZ7C-C_ ❑ No one available for inspection: Time. Re -Inspection required: Yes' .. No When corrections have been made, call for re -inspection at 303-234-5933 Date: /0 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D U `'v'�14-7-10 1 / Z-14 1' Job Address: /%C� 110�''1G 1 �L-� ST Permit Number: 2. o� /' 0 02- 9/6- ❑ No one available for inspection: Time Z�ZV U AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspe bn4 3 34-5933 (� Date: (�� Inspector: '� DO NOT REMOVE THIS NOTICE 0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �/ 3 `�C� �/00,(./� 17 r c✓, Permit Number: 'Z O �`� 00 A J i � / r LJ No one available for inspection: Time t.- t�-J AM/PM Re -Inspection required: 6YS) No 7 When corrections have been made, call for re,%ispektion at 303-234-5933 Date: ' Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection' Type: ROCY-41 U `y'`'t'> Job Address: 3 '1,"o L) Permit Number: 2 O/ `'-IOC Z %� Re -Inspection required: Yes No When corrections have been made, call for re-inspgcti at 303-234-5933 Date: Inspector: l s , DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ?" CA ►mac,, Job Address: ID '(jjIL Permit Number: '20f70U21 qG ❑ No one available for inspection: TimC— )!gM/PM Re -Inspection required: Yes No When corrections have been mach ,ca re -inspection at 303-234-5933 Date. I ()h Z 4- Inspte`c i DO NOT RE' MOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &>n/ r'#T?0A/ Job Address: �/ ,� L; i ci�uG 1:1--"7 0 Permit Number: '-L `,/ % 00 a t � 4 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-inspe'c on at 303-234-5933 Date: �f Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2)C) �- Job Address: AZ20 Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, ca I for a-i►asp on at 303-234-5933 Date: (� Inspector: C DO NOT REMO.V THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPPEPTION NOTICE Inspection Type, d Job Address: �'J iJG- r' Permit Number: 'ZO / ? 0 D C ❑ No one available for inspection- Time -�� AM/PM Re -Inspection required: Yes �No When corrections have been made, call for re-inspec ion at 303-234-5933 C/_ d��� 1 f � Date: l f InspectorjV �s DO NOT REMOVE, THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F M 2 Job Address: 0 YOUt S+ . Permit Number: 2012 ❑ No-one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, cal`lorfe-inspection at 303-234-5933 Date: Inspector �- DO NOT REM THIS 0TICE ~ City of Wheat Ridge Commercial Miscellan PERMIT - 201707068 PERMIT NO: 201707068 ISSUED: 09/08/2017 JOB ADDRESS: 4370 Youngfield ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Temporary construction trailer with temporary power - 200 amps *** CONTACTS *** OWNER STOR ALL YOUNGSFIELD STREET LL GC (954)421-7888 Larry, Jeff & John Anderson 170031 Stor-All Construction, Inc. SUB (303)424-7200 Rod Barenberg 018167 G & H Electric Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,394.00 FEES Total Valuation 0.00 Plan Review Fee 112.19 Use Tax 155.27 Permit Fee 172.60 ** TOTAL ** 440.06 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tie legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this unit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per ed and that all 1york to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ign ure of OWNER or CONTRA. R (Circle one) Date I., /This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.pennit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new pen -nit shall be subject to the standard requirements, fees and procedures for approval of any new pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildi " ate REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat -Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # I I o Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: C/3 7y s-t Property Owner (please print): 57pp - if t ( Phone: 3:�3 -G3$ -off Property Owner Email: F AIK S a ;576P- -/4LG,Cox� Mailing Address: (if different than property address) Address: /?j 2 S W. 4%ccSi3oco 3Ggp City, State, Zip: bfU Ftkb aMcN , fL 33y�Z ,A. Architect/Engineer E-mail: Q otsbn @Irl o%le f'I3/h.. cs4, Phone: 3�3 - �,S 3 - o/ S ci � 1, 7p-9 O Contractor: sib 9- Contractors City License Phone: '?5y- qZ 1- 7 $g $ Contractor E-mail Address: ee,) b6 S .,qct. Com._ Sub Contractors: Electrical W.R.City License# 6461 Y /9c PI -V Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form WOMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MOB�ct%-r✓IiN; ��`,C� T��q�` ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps 71?mppxv) �o +-%,e- i6144{—W►,r,. D (2 �-te rm. D,OeS A/b-r 140#19 Afjc /JO 0 Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ,900, o L-) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or THORIZED REPRESENTATIV of (OWNER) CO/N RACTO Signature (first and last name): DATE: l��Il7 DEPARTMENT USE ONLY r/ ZONING COMMENTS: OCCUPANCY CLASSIFICATION: V; Reviewer:J`1 % c J r,,,�r /` C (� 1�.t.42 t7>^,� ,. ,- T`� 1�t� BUILDING DEP RTMENT COM ENTS: Reviewer: 0", Building Division Valuation: "` I clw 0 11) ll� ao-�e v0IL) m mCQ ca h O p O 'q m L� .t'I onv D y y h M LT4 L 1 a. Act y 3c� ■ ■■■■ V ao-�e v0IL) m mCQ ca h O p O 'q m L� .t'I D y y h M LT4 L 1 V y 3c� ■ ■■■■ C b tS w ` 40 L - N o rz Lis -Zoe N .0 U y — — o S ca 200Cf4 V s� 1 U ,r �Y qj 85, cu pp a a r o � N N v @ ' CA N ao as tz y ■ ■ ■ ■ ■ Ln $l -JA CL m WBS 0 E C�j o .n APPROVED E COMMENTS: EROSION CONTROL LEGEND LOD LIMBS OF DISTURBANCE FLOW DIRECTION —' '— — -- ,11, ._— - _ _ - - _ VTC CONSTRUCTION VEHICLE ENTRY Wdy —'-�-- SF— SF SILT FENCE Col►u+ur4nmr I LOrMB11T ® IP WLETPROTECTION APPROVED I— � T®1 I 1 / Plans Exan6J 41 � ef"MR: Them. � � .W 6"de"mP0(0Vom shaN ow be sF Yatr4yo* vroai jvft of dw 6. jM so give outJlorpy to end" Gr*#WOrd"o"eesaf to 41 41I ♦ ♦ sF %4% 41 41 a y I& ♦ 11 e4 I 41 O ♦♦41 O 4f Lt ,Z��' '♦♦ fi � '�' �' esA a I fes+ 'r` I .� 41 41 J# Q 41 4.1 coI Q41S I 41 %♦`` , • ;� � CONSRiU�RONSITE ♦` ♦♦, IGF 1 2 CF LW f s ♦♦ ® � mnwcuwnnen- 00 Com) Ejt4je*` ANN , i••tir.11ir..�W�tl. ifij ei.-al.4jla all i>rA�a�41i'MaJb-rAii..a4i.4q IIN�Ii.�.A�.y`R4„"{-�h i+I�NFL+waYil i...l.,r 111 I 1♦ �P `, I �I (late I 19yrowr pbFu soeanwtl"ru � Oppr � ""Y aTOtOf400 to IMcnrorw� . Aermin I I I I I I I I CONTRACTOR Note NPORTABLE STABILIZED STAGING AREA OO WNSHI ANE U SOUTH, N TTIE EA91 LING OF RIE NW IN Of, etc I ION 20,. TOWNSHIP 0 BOUTH . HAN06 e0uNuff OF TNC 0TH PoIr B[,Al11ND NW 1801Y4 A811EFP,NBNI TOILET I IBRe IN. CAUTION _NOTICE TO CW 9ACTOR "AtN11 04POIN 13109 IOM# "CRON10,134,N. „pTIIPM) I Ai4UT11ttyi(K'All()"8HOWNANNAWDON" PM)YIDNDDYfl19U tMrRIAI#UTILItyO MfW4VAWU ' SB SEDIMENT BASIN SEEDING AND MULCHING I/ O SURFACE ROUGHENING s t5 1p SP SITE POSTING sate t+x ® CWA CONCRETE WASHOUT AREA CONSTRUCTION FENCE OP OUTLET PROTECTION DD DIVERSION DITCH STORMWATER MANAGEMENT PLAN GENERAL NOTES 1. THE CONTRACTOR ANDIOR AUTHORIZED AGENTS SHALL REMOVE AL SEDIMENT, MUDCONSTRUCTION OR OTHER , NTIAL ,TTHE D SCHARGED TO OR AICCUMUULATE IN, VE 13EEN FLOW LLIINES LLUTANTS AND PUBLIC RIGTHAT MAYHTS OF WAYS OF THE CITYAS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER 2. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED OF THE OWNER AND HIS OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE SUBMITTED PLAN DOES NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS PLAN SHALL BE THE OBLIGATION OF THE PERMIT HOLDER UNTIL SUCH TIME AS AND THE PERMIT IS RELEASED. THE PLAN IS PROPERLY COMPLETED I 3. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND AL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE PROJECT. AS PART OF THIS 4. THE CONTRACTOR SHALL LOCATE, INSTAL, AND MAINTAIN ALL ROSIN CONTROL AND WATER QUALITY'BEST MANAGEMENT PRACTICES' AS INDICATED IN THE APPROVED STORMWATER MANAGEMENT PLAN, 5. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL EXPORTED S OF CUT DMATERIAL FILL FROM THIS SITE SHALL BE VERED T REVENT LLOSS TO ROPERLY COP MATERIAL DURING TRANSPORT ON PUBLIC THE RIGHTS OF WAY. SOILS THAT WILL BE 8. AND WATER RASION WITHIN I i DAYYS OF STOCKPI THANE LED FOR BE PROTECTED FROM IND DAYS RUCTION- CONSTIF STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAINAGEWAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. 7. APPROVED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR OF THE DURATION OF THIS PROJECT. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. B. ROCK SOCKS OR STAKED STRAW WATTLE MAY BE USED IN PLACE OF SILT FENCE AT THE CONTRACTOR'S OPTION, 8. CONSTRUCTION SEQUENCING MAY NECESSITATE RELOCATION OR TEMPORARY REMOVAL OF THE BMPS SHOWN HEREON. THE CONTRACTOR MAY RELOCATE BMPS, INCLUDING VTC, SSA AND CONSTRUCTION TRAILERS AT THEIR DISCRETION. THE BMPS SHALL BE RESTOREDAT SUCH A TIME AS THEY WILL NO LONGER IMPEDE THE WORK, THE SITE COPY OF THE DRAWINGS SHALL ACCORDINGLY AND A RECORD OF SED P MODIFICATIONS KEPY IN THE SITE INSPIECTIONED LOG, XENON STREET SHALL NOT E UP AS A CONSTRUCTION ENTRANCE AT ANY TIME Y TO INSTALL ANY IRRIGATIOING N DITCCH DIVERSIONHE PROGRESSIONAS SDIVERSION UPN THOF E COMPLETION OF THE DITCHEXCEPT THE NON STREET ACCESS SHALL BE BARRICADED AND REMAIN UNUSED FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL 10. NIS AND TIPROTECTIVE NCMEASURES IN THE SWMP MUST BE MAINTAEDNE ONDITION EFFECTIVE OPERATION PROPER SELECTION AND INSTALLATION OF SMI S AND IMPLEMENTATION OF COMPREHENSIVE INSPECTION AND MAINTENANCE PROCEDURES IN ACCORDANCE WITH THE SWMP, SHOULD BE ADEQUATE TO MEET THIS CONDITION. BMPS THATARE NOTADEQUATELY MAINTAINED IN ACCORDANCE WITH GOOD ENGINEERING, HYDROLOGIC AND POLLUTION CONTROL PRACTICES, INCLUDING REMOVAL OF COLLECTED SEDIMENT OUTSIDE THE ACCEPTABLE TOLERANCES OF THE BMPS, ARE CONSIDERED TO BE NO LONGER OPERATING EFFE ADDRESSED. C7NELY AND MUST BE DITCH NOTES: . THE CONTRACTOR MAY NOT IMPEDE FLOWS IN THE BAYOU DITCH FOR ANY REASON. 12. IF FLOWS APE PRESENT THE BAYOU DITCH MUST BE DIVERTED OR PUMPD, 3. THE TR -MOODY DITCH SHALL REMAIN UNIMPEDED, WORK THAT WILLEMPEDE FLOWS WILL REQUIRE PUMPING. BENCHMARK --..—`--_"-----_____ CENTER 14 CORNER OF SECTION 20, T.3S., RMW„ OF THE 0711 P.M. BEING A 3 W ALUMINUM CAP LS, NO. 132121N RANGE BOX ELEVATION 5431.35 FEET (NAVD 1085 DATUM) CONTRACTOR Note BASIS OF BEARING 1, TpR AL ARPAB WN11 A I EMPOHANY 8L01'B (1IW1B OP 3'.1 Ylltl REQUIRE I`ROBION CONTR01. el ANHPTB OR C(N4PARA018. OO WNSHI ANE U SOUTH, N TTIE EA91 LING OF RIE NW IN Of, etc I ION 20,. TOWNSHIP 0 BOUTH . HAN06 e0uNuff OF TNC 0TH PoIr B[,Al11ND NW 1801Y4 A811EFP,NBNI I IVIIBIJW gUN INB CIlY 01'WIIeAI IIIINiI, WWII lK)NNNIAI CON TROLL NPTWDAK AND UOUNDYD BY Dir MNOMl'NT8 SHOWN HliKAUN, RBI 9118NCH ALTA SURVkY I IBRe IN. CAUTION _NOTICE TO CW 9ACTOR "AtN11 04POIN 13109 IOM# "CRON10,134,N. „pTIIPM) I Ai4UT11ttyi(K'All()"8HOWNANNAWDON" PM)YIDNDDYfl19U tMrRIAI#UTILItyO MfW4VAWU I'll'! D WIVAQl lV o"O AT fill TIW pP AUN:'IPI` AND 11 1�Tu�1 ams It Y lI Il p 8741# ALAN ( lAIOBhlTIA ItIfl wilt Ga€owa Planning. Architecture. Engineering. 0102 S. W "m DAVe, SuIW 320 Greenwood Village, CO 80111 303.770.8884 O www.gaSo"YUS=. Wo <w Ul Iff 5� s ire/ SonC1/l �Jocrrs- THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY. AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. I- W ad 0 o LU y�C9 J UJ M W 0 I I I / I I ------------ B Data Issue I DeseripBDn Init 71/18/18 7094CHECKSET ARK ' 77/12/18 19T SUBMITTAL �- ARK 04/04!17 2140SUBMITTAL ARK C%" the hof a d'Qn ArR�ag� City of Wheat Ridge a .� Commercial New Struc PERMIT - 201700296 PERMIT NO: 201700296 ISSUED: 08/10/2017 JOB ADDRESS: 4370 Youngfield ST EXPIRES: 08/10/2018 JOB DESCRIPTION: Construction of a new 4 -story self storage building totaling 104,583 sq ft. Structure will be II -B, fully sprinklered. Main building will be accompanied by a small parking lot area to serve the building. Building will include 2 elevators. All units will be air-conditioned and will include a small mercantile space on the first floor designed for leasing out the units. *** CONTACTS *** OWNER STOR ALL YOUNGSFIELD STREET LL GC (954)421-7888 Larry, Jeff & John Anderson 170031 Stor-All Construction, Inc. SUB (303)297-3311 Bauen 019342 Bauen Corporation, The SUB (303)796-8800 Richard Rosenthal 018533 Hi -Tech Electric, Inc SUB (303)466-3581 William K Kerwin 021648 Kerwin Plumbing & Heating SUB (303)280-9177 Glenn Hibl 021091 Precise Mechanical Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,032,000.00 FEES Total Valuation 0.00 ", ,-'rt'A D Plan Review Fee 17,610.61 Use Tax 108,576.00 Permit Fee 27,093.25 Engin. Review Fee 1,400.00 ** TOTAL ** 154,679.86 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. As part of the foundation inspection and PRIOR.to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, starting that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Site signage will require separate permits. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thiso e it. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfed and that all work to b er ormed is disclosed in this document and/or its' accompanying approved plans and specifications. o ,k S gnat re of OWNER or CONTRACTOR (Circle one) Date 1. is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po ides and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grana permit shall t be ons ed to be a permit for, or an approval of, an violation of any provision of any applicable code ora y o ince or regu tj�r� �1 s urisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. V' City of dge Wheatp' MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 0M FOR OFFICE USE ONLY Date: Plan/Permit # j /1 f ✓J 0 �7 Plan Review Fee: � 1 -a' a b l Email: perm its(cDci.wheatndge.co.us UD Building Permit Application ***Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *'H` Property Address: 4370 Youngfield Street Property Owner (please print): Stor-All Youngsfield Street, LLC Phone: 954-421-3131 wend a stor-all.com Property Owner Email: Y Mailing Address: (if different than property address) Address: 1375 W. Hillsboro Boulevard City, State, Zip: Deerfield Beach, FL 33442 Architect/Engineer: Kyle Matthews, AIA Architect/Engineer E-mail: KyleMatthews@GallowayUS.com Contractor: Stor-All Youngsfield Street, LLC L,gntractors City License M Contractor E-mail Address: stevew@stor-all.com Phone: 303-770-8884 Phone: 954-421-3131 Sub Contractors: TBD Electrical: Plumbing: Mechanical: W.R. City Lice nse # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) THIS PROJECT WILL INCLUDE THE CONSTUCTION OF AN ENTIRELY NEW, 4 -STORY SELF STORAGE BUILDING TOTALLING 104,583 SQUARE FEET. THIS STRUCTURE WILL BE II -B FULLY SPRINKLED, THE BUILDING WILL BE ACCOMPANIED BY A SMALL PARKING LOT AREA TO SERVE THE BUILDING. BUILDING WILL INCLUDE 2 ELEVATORS. ALL UNITS WILL BE CONDITIONED AND A SMALL MERCANTILE SPACE ON THE FIRST FLOOR WILL BE DESIGNED FOR LEASING OUT THE UNITS. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 6,032,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE. (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): v DATE: V6 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. -PV 8 "G 4A,0A1C.5 oK1� b-7 // DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: �Ry sr5-8vw�" Pt.�4-�1-5 Fo.e,. ul.H't1w.�G� S7'��tsE�✓r�t 0ETIWp OAvb 4SV4-t. BE- Re#' tb P,0'!#-> 7a C: d . 1550 Building Division Valuation: $ t f � ity of -6i,0400-or `�Vhc at R?d c CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wlicat Ridge, CO 80033-8001 p, 303.235.2855. f 303.237.8929 Proof ! • for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: December 21, 2016 Project Address: 4370 Youngfield Street Name of Firm/Individual submitting documents: Galloway & Company, Inc. (Kyle Matthews, AIA) Project Type/Description: Construction of a new, 4-story,104,000 square foot mini-warhouse building and related site improvements. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY wranr. / I, (2�er) e F/e 4--'_f /_ 1' e -A-- am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aoeney represented: (Please check one) o West Metro Fire Protection 'Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: Email: (AripnrV P2A—nrPCPtltnflvA) o Wheat Ridge Sanitation District o Clear Creek Sanitation District c Fruitdale Sanitation District o Westridge Sanitation District o Other Date: O� - � 9 " City of W1=tR1:jC CYT}' OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 1). 303.235.2855. f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: December 21, 2016 Project Address: 4370 Youngfield Street Name of Firm/Individual submitting documents: Galloway & Company, Inc. (Kyle Matthews, AIA) Project Type/Description: Construction of a new, 4 -story, 104,000 square foot mini-warhouse building and related site improvements. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Bill Willis am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District X Fruitdale Sanitation District o Westridge Sanitation District a Other Agency Notes: See attached letter noting requirements for sanitary sewer service from the District. Signature: �— Date: 01/03/2017 (Agency Representative) Email: Bwillis@martinmartin.com City of _6*r Wat c CIT}` pF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 1). 303.235.2855- 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: December 21, 2016 Project Address: 4370 Youngfield Street Name of Firm/Individual submitting documents: Galloway & Company, Inc. (Kyle Matthews, AIA) Project Type/Description: Construction of a new, 4 -story, 104,000 square foot mini-warhouse building and related site improvements. Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection e Arvada Fire Protection Wheat Ridge Water District o Consolidated Mutual Water District Valley Water District o Denver Water Agency Notes: Signatu Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other - — Date: / —�A7 1611�1 a�r N M M rl to O LD 0, N O n N jV O ri O O O ri rf rl rl rl l7 00 c-1 � N ri '-I N O r•1 O O O O O lfl O N O O O O O O tD M r-1 O N O O O O O N O 00 00 DO 00 00 OD W 00 M W CO 00 DO 00 00 QD DD pa pp a a pa o a pa m a « c0 o ca ca '� m ro m a a m 0 0 0 0 0 0 0 0 p 0 0 t 0 0 D 0 0 0 0 010 01 0 0 0 0 'c 'c o � c o v O v 0 p C N > mto 'O L LZ. -p Q• N Y W a a m a to n F- W S Z u F- m Q u O O N 01 C N Q W N � C 16C t�A O mQj 7 co u > "00 > C O N 0 o Q C" Q Q1 = sJ O v N a V' m @ N p t0 w C a - ^ — C to f0 of cc Z > c > V1 W 1.0p mom Ln V, r, 7 Ln' d. u CD to w O d• � 00 W N O u'f f� r, N lD 00 rw t0 O r•1 ri 07 LA LD ri N Co M N to to M N .-1 tD O 1" R VI t0 w 00 M LD -1 e-1 0) r-1 n 1-4 H ci f, � c w � � +• O O c r+ ro N G C 0l u CTi u 01 p 3 YO w .G tw 0- -0 00 N 6 10 _ C ti Q7 ca C Ov �0 o C C N w U 'C ,O U C i: w N � u m C= CO � c_ 1Z i u U x W c p— U c �,--. 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O ,;Y) CT H m p (L e� 7 co J W w C� QM o OI uw 0 Cil E LL �p O q LLI a �O u City of t"*1Wh6at1<1Sige PU13LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: D���?/ 9�0/ 7 Location of Construction: 1-1370 Purpose of Construction: _ _ /?�� — i -577-0 �� F Single Family Commercial _� Multi -Family Development Review Processinp_ Fee: ................................................ $100.00 (Required of all projects for document processing) SinEle Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: (Fees include reviews of the 1' and 2nd submittals) ® Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents: ................ $600.00 ® Traffic Impact Study Review Fee: .................................................... $600.00 ® Trip Generation Study Review Fee: .................................................. $200.00 ® Stormwater Management Plan (SWMP) Review Fee: ....................... $100.00 ® O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ /00.00 $ 660.0-0 $ Zao-DQ $ /vo.Oy $ t0o.0o ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal ('/z initial review fee) :.................................................... $300.00 $ 304).01D 4t'' submittal (full initial review fee): ................ ................................ $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL. REVIEW FEES (due at time of Building Permit issuance): $ 1 yoo 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ei.wheatridge.co.us Rev 06/13 City of resat e- - BL1C WORKS Date C®MMERCIALIMULTI FAMILY R UILIMNG PERMIT APPLICA TION RE VIEW Location: y3 -7D Vo u 416- F/ EiD 5 R_ZDET- ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a I+4 /wi located at the above referenced address. Please note the comments checked below. 1. Site Survey: ---OK Not OK; refer to stipulations. 2. � Drainage: a. Final Drainage Report and Plan required _,/Yes No b. Drainage Letter and Plan required Yes No C. Site drainage/grading have been reviewed and are: _jZOK Not OK; see stipulations 3. ✓ CDPS Permit & SWMP Approved: _✓ Yes No N/A 4. ✓ Public Improvements to be completed: a. street paving/patching: Yes No b. curb & gutter/drivecut: ✓ Yes No C. sidewalk: ✓ Yes No d. standard street lights: L. -`Yes No e. pedestrian lights: No f. storm sewer: Yes No g. Letter of Credit (LOC) required: Yes No h. Funds in lieu of construction: Yes No If an LOC or funds in lieu of are required, for what improvements? =LoG ,moo �t36v Amount of the LOC or funds: 1 $3 5. ✓ SIA/PIA required: ✓Yes No 6. ✓ Traffic impact analysis required & approved: _✓Yes No 7. ✓ Street Access Permit required: — Yes _✓ No If yes, was it approved by the Director of Public Works? _ Yes No 8. ✓ Does all existing roadway/alley R.O.W/ meet the standards of the City: vIYes No If not, what is required: A.)/ 4 If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. O -7/l-712-6!-7 Signature David F. Brossman, P.L.S. Date 10. A,11,4 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. �l4 Stipulations: 12. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 062013 a City ()f h6atf<,-c Tutsi icy W()itK City of Wheat Ridge Municipal Building 7500 W. 29'x' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: D? !? "17 ADDRESS: zl.-3?D Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2564. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei,wheatridge.c.a.us Rev 2/08 City of W heat Ridge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: July 17, 2017 SUBJECT: MS -17-02/ Stor-All Storage, 4370 Youngfield Street, Review #3 I have completed my third review of the civil documents and final plat for the property at 4730 Youngfield St. received on July 14, 2017. This Memo is to inform you that all civil engineering documents and cost estimates for this development have been reviewed and are hereby approved for construction by the Department of Public Works. Please note that a Stormwater Maintenance Agreement (SMA) accompanied by an Operations and Maintenance (O & M) Schedule shall be required prior to issuance of the Certificate of Occupancy (refer to item 7b below). Please be aware of the following items regarding the construction of the project: Subdivision Improvement Agreement: A Subdivision Improvement Agreement (SIA) has been executed by the project owner/developer and will be recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 2. Public Improvements Cost Estimate & Guarantee: A photocopy of both the approved itemized cost estimate and approved form of the ILOC has been attached to the SIA and will be recorded at the county at the time of plat recordation. Per the approved amount of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of $183,752 reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) has been received from the owner/developer. The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. 3. 2 -Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2 -year warranty period for the completed and approved public improvements shall commence. If at any time during said 2 -year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2- Stor-Al I_Re view -3. approval. Itr. doex Public Works Engineering July 17, 2017 Page 2 year Warranty Period, a 2nd Letter of Credit in the amount of $26,170, or 25% of the original itemized engineer's cost estimate, shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2 -year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2 -year Warranty Period. Upon completion of the 2 -year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 4. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 5. Public Improvement Restoration/Debris Tracking It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements along W. 44d' Avenue and Jellison Street as a direct result of related construction traffic. Also, the contractor will be responsible for maintaining all affected roadways on a regular basis such that they remain free of construction debris and tracking from construction traffic accessing the site. 6. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre -construction meeting with the city of Wheat Ridge public works at 303.235.2861. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification & As -Built Plans: Please note the following items required prior to the issuance of the Certificate of Occupancy for the Subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval on 8.5" x 11" wet -stamped hardcopy, and include one PDF scanned copy. The Letter shall Stor-All_Review-3. approva l.ltn docx Public Works Engineering July 17, 2017 Page 3 be accompanied by As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Occupancy. b. As -Built Plans: Two (2) copies of the "As -Built" Plans as required by the Municipal Code of Laws are to be submitted as follows: i. One (1) signed and sealed hardcopy on 24" X 36" bond paper, AND ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: One (1) file in AutoCAD (2013 or older) DWG format and one (1) file in PDF format. c. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter®, hydrodynamic separation systems such as a Contech VortechsV, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log shall be required prior to issuance of the Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Please contact Mr. Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 8. Materials Testing for any Construction within the Public Right -of -Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub -grade compaction and other related material tests for any improvements to be constructed within the public Right -of -Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) Stor-All_Review-lapprova I.Itr. docx Public Works Engineering July 17, 2017 Page 4 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture -density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Stor-All_Review-3. approva l.ltr. docx Public Works Engineering July 17, 2017 Page 5 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture -Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6 -inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Stor-All_Review-3. approva l.ltr. docx Environmental Dynamics Group P.O. Box 1258 Princeton, New Jersey 08542 609-275-9660 fax 609-275-9788 www.dynamicaircleaners.com R% V6 _!1222 X CC 7 , N Al �.� city of Wheat Ridge �uildin9 (?ivlsion AU namic • • F Air Cleaner AirQ and ASHRAE Standard 62, the Ventilation Rate Procedure, the Air Quality Procedure: Assumptions and Protocols "The purpose of this standard (62) is to specify minimum ventilation rates and indoor air quality that will be acceptable to human occupants and are intended to minimize the potential for adverse health effects." There are two methods for achieving this within the standard: the Ventilation Rate Procedure and the Indoor Air Quality Procedure. Assuming that the outdoor air meets the specified criteria, the Standard addresses three basic types of contaminants (biological, particle, and gas phase) from three sources: Biological- droplet nucleii containing bacteria and viruses exhaled by occupants. These are particles typically in the 1-5 micron range. Human bio -effluents- these are gas phase contaminants and odors generated by the occupants. Gas phase and particle contaminants generated by the building and activities. The Ventilation Rate Procedure is a prescriptive and relies on low -efficiency filtration for particles and biologicals and dilution for gas phase contaminants. Among the underlying assumptions of the Ventilation Rate Procedure are: 1.) There is a minimum of MERV 6 (ASHRAE 25%) filtration on the outdoor and recirculated air and/or upstream of any wet surfaces such as coils. 2.) The outdoor air meets the required specifications and is free of droplet nucleii and human bio - effluents. If these are the case, then the outdoor air levels outlined in Table 2 are assumed to be sufficient to filter and dilute the indoor contaminants. The IAQ Procedure provides a performance-based methodology. Quoting from the standard: "6.2 The Ventilation Rate Procedure described in 6.1 is deemed to provide acceptable indoor air quality, ipso facto. Nevertheless, that procedure, through prescription of required ventilation rates, provides only an indirect solution to the control of indoor contaminants. The Indoor Air Quality Procedure provides a direct solution by restricting the concentration of all known contaminants of concern to some specified acceptable levels." And.. "6.1.3.2 (last paragraph) The recirculation rate for the system is determined by the air -cleaning system efficiency. The recirculation rate must be increased to achieve full benefit of the air -cleaning system. The air -cleaning used to clean the recirculated air should be designed to reduce particulate and, where necessary and feasible, gaseous contaminants. The system shall be capable of providing indoor air quality equivalent to that obtained using the outdoor air rate specified in Table 2. Appendix D may be referenced for assistance in calculating the air flow requirements for commonly used air distribution systems." The IAQ Procedure helps designers and operators to ensure air quality in spaces with high or unusual sources and rates of contaminants. It also allows for the possible reduction of outdoor air in many typical spaces through the use of air cleaning capable of removing particle, biological, and gas phase Environmental Dynamics Group P.O. Box 1258 Princeton, New Jersey 08542 609-275-9660 fax 609-275-9788 www.dynamicaircleaners.com ' ' knamic Air Cleaner contaminants. In short, if this is the goal, and since the air quality must be no worse than it would be using the Ventilation Rate Procedure, the air cleaning system must be capable of higher efficiencies on the biological and particle contaminants (i.e. it must be more efficient than a MERV 6) and it must have the ability to address gas phase contaminants that rise above the levels of concern/comfort as listed in the standard. Derivation of `AirQ's' Particulate Equation The AirQ equation is based on a recursive approach (the dependant variable is also an independent variable). The efficiency given by the equation (Ef) is actually the fraction of contaminants that must be removed to maintain equilibrium. That is to say, the contaminant generation rate equates to the contaminant removal rate. The equation is not contaminant specific so it can be used for any contaminant (ie .3 micron particulate, voc's, etc.) Assumptions are as follows: 1. Removing a portion of the contaminants from the entire air flow is equivalent to removing the entire quantity of contaminants from a portion of the air flow. 2. Outside air is perfectly clean and is not filtered further as it passes through the filter. 3. Effects of contaminant concentration and airspeed on filter efficiency are negligible. 4. Supply and outside air are constant. 5. Exhaust air (Ve) and outside air intake (Vo) are equal. Refer to attached figure,- 'Clean' igure; 'Clean' air at point 1: Vc = Vo + [Vc(1-Ev) x (Vs-Vo)/Vs] + {[Vs-Vc(1-Ev)] x (Vs-Vo)/Vs)xEf Solving for Vc gives: Vc = [VoVs+(Vs-Vo)EfVs] / [Vs+(1-Ev)(Vs-Vo)(Ef-1)] ASHRAE standard 62, when using the ventilation method requires a minimum amount of clean air (combination of cleaned air and outside air) reaching the occupants in the space, Vor. Due to ventilation effectiveness (Ev) not all of the clean air reaches the occupants. The amount of clean air that does reach the occupied space (point 2) is: Vor = Vc x Ev OR Vor = {[VoVs+(Vs-Vo)EfVs] / [Vs+(1-Ev)(Vs-Vo)(Ef-1)]) x Ev Solving for Ef gives: VoVsEv — VorVo — EvVorVs + EvVorVo Ef= ------------------------------------------------------------------------ VorVs — VorVo — EvVorVs + EvVorVo - Vs2Ev + VsVoEv Vor[Vo(1 - Ev) + EvVs] — EvVoVs Ef= --------------------------------------------- (Vs - Vo)[EvVs - Vor(1 - Ev)] Environmental Dynamics Group P.O. Box 1258 Princeton, New Jersey 08542 609-275-9660 fax 609-275-9788 www.dynamicaircleaners.com ..qknamic • Air Cleaner The AirQ equation solves the problem in accordance with the ventilation method of ASHRAE's standard 62. The first criteria is that sufficient fresh or clean air is provided to the occupied space in accordance with table 2 of section 6.1. The second criteria is that the outside air must have a minimum quality as set out in table 1 of section 6.1. This also applies to the filtered air used to reduce the required amount of outside air. Section 6.2 of the standard describes the indoor air quality procedure as an alternative performance method to the ventilation procedure. Section 6.2.3 implies that it is really the contaminant with the highest concentration in the return air that is the controlling factor. In other words, if bio -aerosols of 1.0 micron are more prevalent, then the `efficiency' given by the equation should be converted to a nominal filter efficiency according to the 1.0 micron efficiency. Proper air cleaning requires removal of both gaseous and particulate contaminants. As shown by the equation, if any one contaminant is not removed at a sufficient rate, the equilibrium is lost and the concentration of that contaminant grows. If for example bio -aerosols are not removed while they continue to be generated, the concentration rises and causes increased chances of illness transmission among occupants. Ef Values As They Relate To Filter Ratings The required efficiency value produced by the AirQ particulate equation may be used in two ways. The conservative approach is to convert the required Ef value into an ASHRAE Dust Spot or MERV rating using the table below. The Ef value is the efficiency at 0.3 micron, which is the lowest size range addressed by the ASHRAE 52 filter standards. Further, removing this size range and larger will cover virtually all bio -aerosols as well as dust damaging to lungs and other typical smaller particulate. It will also ensure that the particulate levels will be at least as low as those that would be seen using the Ventilation Rate Procedure. The efficiencies are taken from the 52 Standard. A more exact approach may be used if the particle concentrations and size ranges of the contaminants of concern are known with certainty. In this case, the size range of concern may be used in the equation. Then the Ef value would then be the efficiency in that individual size range and the 52 Standard could be consulted for the appropriate passive filter. Based on the passive filter required, the appropriate configuration of Air Cleaner is chosen accordingly. Er Table Of Values Ef Dust Spot MERV 0 to 0.05 40-45% 9 0.05 to 0.19 60-65% 11 0.19 to 0.48 80-85% 13 0.48 to 0.75 90-95% 14 0.7 to 0.95 95+% DOP 15 0.95 or more 99.97 HEPA 15+ Based on the passive filter required, the appropriate configuration of Air Cleaner is chosen accordingly. Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 1stFlr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy enuiateo opace 10 person(s) Building Size Area 23500 ft' Ceiling Height 10 ft Total Volume of Space235000 ft' 23500 ft'/person Total Airflow In, Vs 5086 cfm 508.6 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 5036 cfm 1503.6 cfm/person Recirculation Flow Factor, R 0.9902 Ventilation Effectiveness, Ev Air Changes 1.299 /hour ASHRAE 62 Ventilation Standard - Under this standard the following apply: Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Ventilation Rate Procedure for this facility requires a ventilation rate (Vor) of 140 cfm/person The Ventilation Rate Procedure is one way to achieve acceptable air quality. This procedure prescribes the rate at which ventilation must be delivered to a space and various means to condition that air. The ventilation rates in Table 2 are derived from psysiological considerations, subjective evaluations, and professional judgements. Required Filter Efficiency (Ef) _ Vor (Vo (1 - Ev) +EvVs) -EvVoVs (Vs - Vo)(Ev Vs - Vor (1 - Ev)) Equivalent to Dust Spot Efficiency Equivalent to Minimum Efficiency Reporting Value (MERV) 0.2681 80-85% 13 Indoor Air Quality Procedure provides an alternative performance method for acieving acceptable air quality. To control particulates to the proper level at the above ventilation rate, 80-85% filtration is used. In addition to controlling the particulates, known contaminants also need to be controlled to an acceptable level. These are shown in the following pages. General: Either the Ventilation Rate Procedure or the IAQ Procedure shall be used to design each ventilation system in a building, subject to the following considerations and restrictions. Ventilation Rate Procedure: This is a prescriptive procedure in which outdoor air intake rates are determined based on space type/application, occupancy level, and floor area. Note: The Ventilation Rate Procedure minimum rates are based on contaminant sources and source strengths that are typical for the listed space types. IAQ Procedure: This is a design procedure in which outdoor air intake rates and other system design parameters are based on an analysis of contaminant sources, contaminant concentration targets, and perceived acceptability targets. The IAQ Procedure allows credit to be taken for controls that remove contaminants (for example, air cleaning devices) or for other design techniques (for examples, selection of materials with lower source strengths) that can be reliably demonstrated to result in indoor contaminant concentrations equal to or lower than those achieved using the Ventilation Rate Procedure. The IAQ Procedure may also be used where the design is intended to attain specific target contaminant concentrations or levels of acceptability of perceived indoor air quality. Indoor Air Quality Procedure: The Indoor Air Quality (IAQ) Procedure is a performance-based design approach in which the building and its ventilation system are designed to maintain the concentrations of specific contaminants at or below certain limits identified during the building design and to achieve the design target level of perceived indoor air quality acceptability by building occupants and/or visitors. For the purposes of this procedure, acceptable perceived indoor air quality excludes dissatisfaction related to thermal comfort, noise and vibration, lighting, and psychological stressors. Design Approaches: Select one or a combination of the following design approaches to determine minimum space and system outdoor airflow rates and all other design parameters deemed relevant (e.g., air cleaning efficiencies and supply airflow rates). Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 1stFlr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 23500 ft' Ceiling Height 10 ft Total Volume of Space 235000 ft' 23500 ft'/person Total Airflow In, Vs 5086 cfm 508.6 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 5036 cfm 1503.6 cfm/person Recirculation Flow Factor, R 0.9902 Air Changes 1 .299 /hour Ventilation Effectiveness, Ev Ammonia Generation Rate 4.94E-8 Ib/min (per person) Smoking Generation 2.205E-7 Ib/min Rate (1 cig per hour) Molecular Weight 17 g/mole Dynamic Air Cleaner 27 % Efficiency Typical Outside Air 0.001727 ppm Concentration Actual Outside Air ppm Concentration L� moking ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Filter Efficiency % Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter efficiency required to achieve the above concentration with this flow rate: Outside Air Flow 0 cfm Filter Efficiency 27.73 % (Page 23, ASHRAE Standard 62-89, 'Required Outdoor Air or Space Contaminant Concentration with Recirculation and Filtration) state conce ASHRAE Limit 0.72 ppm Without Dynamic Air Cleane .2278 ppm With Dynamic Air Cleaners 0.008155 ppm 0.8 0.6 0.4 0.2 0.0 0.8 0.6 0.4 0.2 0.0 Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 1stFlr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 23500 ft' Total Volume of Space 235000 ft3 Total Airflow In, Vs 5086 cfrr Ventilation Airflow, Vo 50 cfrr Recirculation Airflow, RVr 5036 cfrr Recirculation Flow Factor, R FO.9902 Ventilation Effectiveness, Ev�� Ceiling Height 10 ft 23500 f13 /person 508.6 cfm/person cfm/person 503.6 cfm/person Air Changes 1.299 /hour Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person 0i uvnu iy ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person rmi auvI i Filter Efficiency % Contaminant Generation Smoking Rate per Generation Person (lb/mir }late 1 cig/hour (Ib/min) Molecula Weight (g/mole) Dynamic Typical Outsid ASHRAE Limi Steady State Cone Air Concentration (ppm) With Dynamic Air Cleaner (ppm) Cleaners and Typ. Efficienc Outside Conc. (pp (%) Steady State Cone, Without DynamicA Cleaners and Typ. utside Conc. (pp Acetone 1.746E-8 1.47E-8 58 25 0.001265 2.95 0.0009584 OK 0.02485 OK Ammonia 4.94E-8 2.205E-7 17 27 0.001727 0.72 0.008217 OK 0.2295 OK Benzene 5.88E-10 2.748E-8 78 10 0.002509 0.1 0.0002825 OK 0.0031 OK Carbon Monoxide 3.675E-7 2.205E-6 28 0 2.621 9 3.65 OK 3.65 OK Formaldehyde 1.0E-20 8.818E-8 30 25 0.01631 0.1 0.0006289 OK 0.01631 OK Nicotine 1.0E-20 2.976E-7 162 20 0.0007551 0.07 3.605E-5 OK 0.0007551 OK Hydrogen Sulfide 4.0E-9 0 34.08 20 0 0.03 0.0004392 OK 0.009199 OK Methyl Alcohol 1.14E-7 0 32.04 20 0 1.15 0.01331 OK 0.2789 OK Phenol 1.5E-8 0 94.11 20 0 0.03 0.0005964 OK 0.01249 OK TVOC 8.73E-8 0 56.11 35 1.0 9 0.003396 OK 0.1219 OK Indicates level exceeds 80% of ASHRAE limit ■ Acetone Ammonia Benzene Carbon Formaldehyde Nicotine Hydrogen SulfideMethyl Alcohol Phenol TVOC Monoxide L=ASHRAE Limit w/o=Without Dynamic Air Cleaners w=With Dynamic Air Cleaners Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 2nd Fir Notes Representative Pennergy 10 CFM Per Person, .06 CFM sqft enmateo Space 10 person(s) Building Size Area 25000 ft' Ceiling Height 10 ft Total Volume of Space 250000 ft 3 25000 ft'/person Total Airflow In, Vs 6004 cfm 600.4 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 5954 cfm 595.4 cfm/person Recirculation Flow Factor, R 0.9917 1.441 Ventilation Effectiveness, Ev Air Changes /hour ASHRAE 62 Ventilation Standard - Under this standard the following apply: ccu Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft3/hr/person Ventilation Rate Procedure for this facility requires a ventilation rate (Vor) of 140 cfm/person The Ventilation Rate Procedure is one way to achieve acceptable air quality. This procedure prescribes the rate at which ventilation must be delivered to a space and various means to condition that air. The ventilation rates in Table 2 are derived from psysiological considerations, subjective evaluations, and professional judgements. Required Filter Efficiency (Ef) _ Vor (Vo (1 - Ev) + Ev Vs) - Ev Vo Vs (Vs - Vo)(Ev Vs - Vor (1 - Ev)) Equivalent to Dust Spot Efficiency Equivalent to Minimum Efficiency Reporting Value (MERV) = 0.2267 80-85% 13 Indoor Air Quality Procedure provides an alternative performance method for acieving acceptable air quality. To control particulates to the proper level at the above ventilation rate, 80-85% filtration is used. In addition to controlling the particulates, known contaminants also need to be controlled to an acceptable level. These are shown in the following pages. General: Either the Ventilation Rate Procedure or the IAQ Procedure shall be used to design each ventilation system in a building, subject to the following considerations and restrictions. Ventilation Rate Procedure: This is a prescriptive procedure in which outdoor air intake rates are determined based on space type/application, occupancy level, and floor area. Note: The Ventilation Rate Procedure minimum rates are based on contaminant sources and source strengths that are typical for the listed space types. IAQ Procedure: This is a design procedure in which outdoor air intake rates and other system design parameters are based on an analysis of contaminant sources, contaminant concentration targets, and perceived acceptability targets. The IAQ Procedure allows credit to be taken for controls that remove contaminants (for example, air cleaning devices) or for other design techniques (for examples, selection of materials with lower source strengths) that can be reliably demonstrated to result in indoor contaminant concentrations equal to or lower than those achieved using the Ventilation Rate Procedure. The IAQ Procedure may also be used where the design is intended to attain specific target contaminant concentrations or levels of acceptability of perceived indoor air quality. Indoor Air Quality Procedure: The Indoor Air Quality (IAQ) Procedure is a performance-based design approach in which the building and its ventilation system are designed to maintain the concentrations of specific contaminants at or below certain limits identified during the building design and to achieve the design target level of perceived indoor air quality acceptability by building occupants and/or visitors. For the purposes of this procedure, acceptable perceived indoor air quality excludes dissatisfaction related to thermal comfort, noise and vibration, lighting, and psychological stressors. Design Approaches: Select one or a combination of the following design approaches to determine minimum space and system outdoor airflow rates and all other design parameters deemed relevant (e.g., air cleaning efficiencies and supply airflow rates). AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 2nd Fir Notes 10 CFM Per Person, .06 CFM sgft Representative Pennergy S Building Size Area 25000 ft3 Ceiling Height 10 ft Total Volume of Space 250000 ft3 25000 ft'/person Total Airflow In, Vs 6004 cfm 600.4 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 5954 cfm 1595.4 cfm/person Recirculation Flow Factor, R 0.9917 1.441 Ventilation Effectiveness, Ev Air Changes /hour m Ammonia Generation Rate 4.94E-8 Ib/min (per person) Smoking Generation 2 205E-7 Ib/min Rate (1 cig per hour) Molecular Weight 17 g/mole Dynamic Air Cleaner 27 % Efficiency Typical Outside Air 0.001727 ppm Concentration Actual Outside Air ppm Concentration ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Filter Efficiency % Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter efficiency required to achieve the above concentration with this flow rate: Outside Air Flow 0 cfm Filter Efficiency 27.61 % (Page 23, ASHRAE Standard 62-89, 'Required Outdoor Air or Space Contaminant Concentration with Recirculation and Filtration) ASHRAE Limit 0.72 ppm Without Dynamic Air Cleane .2278 ppm With Dynamic Air Cleaners 0.006926 ppm 0.8 0.6 0.4 0.2 0.0 0.8 0.6 0.4 0.2 0.0 AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 2nd Flr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 25000 ft' Ceiling Height 10 ft Total Volume of Space 250000 ft' 25000 ft'/person Total Airflow In, Vs 6004 cfm 1600.4 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 5954 cfm 595.4 cfm/person Recirculation Flow Factor, R FO.9917 0.02485 OK Ventilation Effectiveness, Ev Air Changes 1.441 /hour --L,; n _MR -6- ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter Efficiency % Contaminant Generation Smoking Rate per Generation Person (Ib/mi JRate 1 cig/hour (Ib/min) Molecula Dynamic Typical Outsid ASHRAE Limi Steady State Conc Steady State Conc WeightAir Concentration (ppm) With Dynamic Air Without DynamicA (g/mole) Cleaner (ppm) Cleaners and Typ. Cleaners and Typ. Efficienc Outside Conc. (ppr Putside Conc. (pp (%) Acetone 1.746E-8 1.47E-8 58 25 0.001265 2.95 OK 0.02485 OK Ammonia 4.94E-8 2.205E-7 17 27 0.001727 0.72 OK 0.2295 OK Benzene 5.88E-10 2.748E-8 78 10 0.002509 0.1 OK r3.65 0.0031 OK Carbon Monoxide 3.675E-7 2.205E-6 28 0 2.621 9 OK 3.65 OK Formaldehyde 1.0E-20 8.818E-8 30 25 0.01631 0.1 OK 0.01631 OK Nicotine 1.0E-20 2.976E-7 162 20 0.0007551 0.07 OK 0.0007551 OK Hydrogen Sulfide 4.0E-9 0 34.08 20 0 0.03 0.0003737 OK 0.009199 OK Methyl Alcohol 1.14E-7 0 32.04 20 0 1.15 0.01133 OK 0.2789 OK Phenol 1.5E-8 0 94.11 20 0 10.03 0.0005075 JOK 0.01249 OK TVOC 8.73E-8 0 56.11 35 0 9 0.002881 IJOK 0.1219 OK Indicates level exceeds 80% of ASHRAE limit i �■ 1111r11111210 11I Acetone Ammonia Benzene Carbon Formaldehyde Nicotine Hydrogen SulficlEMethyl Alcohol Phenol TVOC Monoxide L=ASHRAE Limit w/o=Without Dynamic Air Cleaners w=With Dynamic Air Cleaners Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Flr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 25000 ft3 Ceiling Height 10 ft Total Volume of Space 250000 ft' 25000 ft'/person Total Airflow In, Vs 9182 cfm 918.2 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 9132 cfm 913.2 cfm/person Recirculation Flow Factor, R 0.9946 Ventilation Effectiveness, Ev Air Changes 2.204 /hour ASHRAE 62 Ventilation Standard - Under this standard the following apply: Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Ventilation Rate Procedure for this facility requires a ventilation rate (Vor) of 140 cfm/person The Ventilation Rate Procedure is one way to achieve acceptable air quality. This procedure prescribes the rate at which ventilation must be delivered to a space and various means to condition that air. The ventilation rates in Table 2 are derived from psysiological considerations, subjective evaluations, and professional judgements. Required Filter Efficiency (Ef) _ Vor (Vo (1 - Ev) + Ev Vs) - Ev Vo Vs (Vs - Vo)(Ev Vs - Vor (1 - Ev)) Equivalent to Dust Spot Efficiency Equivalent to Minimum Efficiency Reporting Value (MERV) 0.1478 60-65% 11 Indoor Air Quality Procedure provides an alternative performance method for acieving acceptable air quality. To control particulates to the proper level at the above ventilation rate, 60-65% filtration is used. In addition to controlling the particulates, known contaminants also need to be controlled to an acceptable level. These are shown in the following pages. General: Either the Ventilation Rate Procedure or the IAQ Procedure shall be used to design each ventilation system in a building, subject to the following considerations and restrictions. Ventilation Rate Procedure: This is a prescriptive procedure in which outdoor air intake rates are determined based on space type/application, occupancy level, and floor area. Note: The Ventilation Rate Procedure minimum rates are based on contaminant sources and source strengths that are typical for the listed space types. IAQ Procedure: This is a design procedure in which outdoor air intake rates and other system design parameters are based on an analysis of contaminant sources, contaminant concentration targets, and perceived acceptability targets. The IAQ Procedure allows credit to be taken for controls that remove contaminants (for example, air cleaning devices) or for other design techniques (for examples, selection of materials with lower source strengths) that can be reliably demonstrated to result in indoor contaminant concentrations equal to or lower than those achieved using the Ventilation Rate Procedure. The IAQ Procedure may also be used where the design is intended to attain specific target contaminant concentrations or levels of acceptability of perceived indoor air quality. Indoor Air Quality Procedure: The Indoor Air Quality (IAQ) Procedure is a performance-based design approach in which the building and its ventilation system are designed to maintain the concentrations of specific contaminants at or below certain limits identified during the building design and to achieve the design target level of perceived indoor air quality acceptability by building occupants and/or visitors. For the purposes of this procedure, acceptable perceived indoor air quality excludes dissatisfaction related to thermal comfort, noise and vibration, lighting, and psychological stressors. Design Approaches: Select one or a combination of the following design approaches to determine minimum space and system outdoor airflow rates and all other design parameters deemed relevant (e.g., air cleaning efficiencies and supply airflow rates). AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Fir Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy ntilated Building Size Area 25000 ft' Ceiling Height 10 ft Total Volume of Space250000 ft' 25000 ft'/person Total Airflow In, Vs 9182 cfm 1918.2 cfm/person Ventilation Airflow, Vo 50 cfm cfm/person Recirculation Airflow, RVr 9132 cfm 1913.2 cfm/person Recirculation Flow Factor, R 0.9946 Air Changes 2.204 /hour Ventilation Effectiveness, Ev ina Ammonia Generation Rate 4.94E-8 Ib/min (per person) Smoking Generation 2.205E-7 Ib/min Rate (1 cig per hour) Molecular Weight 17 g/mole Dynamic Air Cleaner 27 % Efficiency Typical Outside Air 0.001727 ppm Concentration Actual Outside Air ppm Concentration ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Filter Efficiency �— % Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk) Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter efficiency required to achieve the above concentration with this flow rate: Outside Air Flow 0 cfm Filter Efficiency 27.4 % (Page 23, ASHRAE Standard 62-89, 'Required Outdoor Air or Space Contaminant Concentration with Recirculation and Filtration) ASHRAE Limit 0.72 ppm Without Dynamic Air Cleane .2278 ppm With Dynamic Air Cleaners 0.004551 ppm 0.8 0.6 0.4 0.2 0.0 0.8 0.6 0.4 0.2 0.0 AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Flr Notes 10 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 25000 ft' Total Volume of Space 250000 ft' Total Airflow In, Vs 9182 cfm Ventilation Airflow, Vo 50 cfrr Recirculation Airflow, RVr 9132 cfm Recirculation Flow Factor, R 0.9946 Ventilation Effectiveness, Ev ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Ceiling Height 10 ft 25000 ft3/person 918.2 cfm/person cfm/person 913.2 cfm/person Air Changes 2.204 /hour Number of Occupants 10 person(s) Level of Physical Activity Standing, Desk No Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter Efficiency % Contaminant Generation Rate per Person (Ib/mi Smoking Molecula Generation Weight )Rate 1 (g/mole) cig/hour (Ib/min) Dynamic Air Cleaner Efficienc (%) Typical Outsid ASHRAE Limi Concentration (ppm) (ppm) Steady State Conc With Dynamic Air Cleaners and Typ. Outside Conc. (ppr Steady State Conc Without DynamicA Cleaners and Typ. Putside Conc. (pp Acetone 1.746E-8 1.47E-8 58 25 0.001265 2.95 0.0005355 OK 0.02485 OK Ammonia 4.94E-8 2.205E-7 17 27 0.001727 0.72 0.004586 OK 0.2295 OK Benzene 5.88E-10 2.748E-8 78 10 0.002509 0.1 0.0001618 OK 10.0031 OK Carbon Monoxide 3.675E-7 2.205E-6 28 0 2.621 9 3.65 OK 3.65 OK Formaldehyde 1.0E-20 8.818E-8 30 25 0.01631 0.1 0.0003514 OK 0.01631 OK Nicotine 1.0E-20 2.976E-7 162 20 0.0007551 0.07 2.023E-5 OK 0.0007551 OK Hydrogen Sulfide 4.0E-9 0 34.08 20 0 0.03 0.0002464 OK 0.009199 OK Methyl Alcohol 1.14E-7 0 32.04 20 0 1.15 0.007471 OK 0.2789 JOK Phenol 1.5E-8 0 94.11 20 0 0.03 0.0003347 OK 0.01249 IOK TVOC 8.73E-8 0 56.11 35 0 9 0.001888 OK 0.1219 OK Indicates level exceeds 80% ofASHRAE limit Acetone Ammonia Benzene Carbon Formaldehyde Nicotine Hydrogen SulfideMethyl Alcohol Phenol TVOC Monoxide L=ASHRAE Limit w/o=Without Dynamic Air Cleaners w=With Dynamic Air Cleaners AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge Lobby Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy enwatea space 11 person(s) Building Size Area 313 W Ceiling Height 10 ft Total Volume of Space 3130 ft- 284.5 ft'/person Total Airflow In, Vs 9182 cfm 834.7 cfm/person Ventilation Airflow, Vo 55 cfm cfm/person Recirculation Airflow, RVr 9132 cfm 829.7 cfm/person Recirculation Flow Factor, R 0.9946 176 Ventilation Effectiveness, Ev Air Changes /hour ASHRAE 62 Ventilation Standard - Under this standard the following apply: Number of Occupants 11 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Ventilation Rate Procedure for this facility requires a ventilation rate (Vor) of 11 cfm/person The Ventilation Rate Procedure is one way to achieve acceptable air quality. This procedure prescribes the rate at which ventilation must be delivered to a space and various means to condition that air. The ventilation rates in Table 2 are derived from psysiological considerations, subjective evaluations, and professional judgements. Required Filter Efficiency (Ef) _ Vor (Vo (1 - Ev) + Ev Vs) - Ev Vo Vs (Vs - Vo)(Ev Vs - Vor (1 - Ev)) Equivalent to Dust Spot Efficiency Equivalent to Minimum Efficiency Reporting Value (MERV) = 0.007231 40-45% 9 Indoor Air Quality Procedure provides an alternative performance method for acieving acceptable air quality. To control particulates to the proper level at the above ventilation rate, 40-45% filtration is used. In addition to controlling the particulates, known contaminants also need to be controlled to an acceptable level. These are shown in the following pages. General: Either the Ventilation Rate Procedure or the IAQ Procedure shall be used to design each ventilation system in a building, subject to the following considerations and restrictions. Ventilation Rate Procedure: This is a prescriptive procedure in which outdoor air intake rates are determined based on space type/application, occupancy level, and floor area. Note: The Ventilation Rate Procedure minimum rates are based on contaminant sources and source strengths that are typical for the listed space types. IAQ Procedure: This is a design procedure in which outdoor air intake rates and other system design parameters are based on an analysis of contaminant sources, contaminant concentration targets, and perceived acceptability targets. The IAQ Procedure allows credit to be taken for controls that remove contaminants (for example, air cleaning devices) or for other design techniques (for examples, selection of materials with lower source strengths) that can be reliably demonstrated to result in indoor contaminant concentrations equal to or lower than those achieved using the Ventilation Rate Procedure. The IAQ Procedure may also be used where the design is intended to attain specific target contaminant concentrations or levels of acceptability of perceived indoor air quality. Indoor Air Quality Procedure: The Indoor Air Quality (IAQ) Procedure is a performance-based design approach in which the building and its ventilation system are designed to maintain the concentrations of specific contaminants at or below certain limits identified during the building design and to achieve the design target level of perceived indoor air quality acceptability by building occupants and/or visitors. For the purposes of this procedure, acceptable perceived indoor air quality excludes dissatisfaction related to thermal comfort, noise and vibration, lighting, and psychological stressors. Design Approaches: Select one or a combination of the following design approaches to determine minimum space and system outdoor airflow rates and all other design parameters deemed relevant (e.g., air cleaning efficiencies and supply airflow rates). AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge Lobby Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy nmaiea opa Building Size Area 313 ft' Total Volume of Space 3130 ft' Total Airflow In, Vs 9182 cfrr Ventilation Airflow, Vo 55 cfrr Recirculation Airflow, RVr 9132 cfrr Recirculation Flow Factor, R 0.9946 Ventilation Effectiveness, Ev� in Ammonia Generation Rate 4.94E-8 Ib/min (per person) Smoking Generation 2.205E-7 Ib/min Rate (1 cig per hour) Molecular Weight 17 g/mole Dynamic Air Cleaner 27 % Efficiency Typical Outside Air 0.001727 ppm Concentration Actual Outside Air ppm Concentration Ceiling Height 10 ft 284.5 ft'/person 834.7 cfm/person cfm/person 829.7 cfm/person Air Changes 176 /hour moking ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Filter Efficiency % Number of Occupants 11 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter efficiency required to achieve the above concentration with this flow rate: Outside Air Flow 0 cfm Filter Efficiency 27.44 % (Page 23, ASHRAE Standard 62-89, 'Required Outdoor Air or Space Contaminant Concentration with Recirculation and Filtration) State on ASHRAE Limit 0.72 ppm Without Dynamic Air Cleane .2278 ppm With Dynamic Air Cleaners0.005002 ppm 0.8 0.6 0.4 0.2 0.0 —.1- —1. LFlt4 Yfd Lfl 0.8 0.6 0.4 0.2 0.0 AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge Lobby Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy a Building Size Area 313 ft' Total Volume of Space 3130 ft' Total Airflow In, Vs 9182 cfrr Ventilation Airflow, Vo 55 cfrr Recirculation Airflow, RVr 9132 cfrr Recirculation Flow Factor, R FO.9946 Ventilation Effectiveness, Ev Ceiling Height 10 ft 284.5 f13 /person 834.7 cfm/person cfm/person 829.7 1 cfm/person Air Changes 176 /hour Number of Occupants 11 person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person onivnniy ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person nILI auUII Filter Efficiency % Contaminant Generation Rate per Person (Ib/mi Smoking Generation )tate 1 cig/hour (Ib/min) Molecula Dynamic Typical Outsid ASHRAE Limi Weight Air Concentration (ppm) (g/mole) Cleaner (ppm) Efficienc (%) Steady State Cone Steady State Cone. With Dynamic Air Without DynamicA Cleaners and Typ. Cleaners and Typ. Outside Conc. (pp ( utside Conc. (pp Acetone 1.746E-8 1.47E-8 58 25 0.001265 2.95 0.0005884 OK 10.02485 OK Ammonia 4.94E-8 2.205E-7 17 27 0.001727 0.72 0.005039 OK 0.2295 OK Benzene 5.88E-10 2.748E-8 78 10 0.002509 0.1 0.0001772 OK 0.0031 OK Carbon Monoxide 3.675E-7 2.205E-6 28 0 2.621 9 3.65 OK OK Formaldehyde 1.0E-20 8.818E-8 30 25 0.01631 0.1 0.0003861 OK 631 OK Nicotine 1.0E-20 2.976E-7 162 20 110.0007551 0.07 2.221E-5 OK 07551 OK Hydrogen Sulfide 4.0E-9 0 34.08 20 0 0.03 0.0002706 OK r36 9199 OK Methyl Alcohol 1.14E-7 0 32.04 20 0 1.15 0.008204 OK 89 OK Phenol 1.5E-8 0 94.11 20 0 0.03 0.0003675 OK 249 OK TVOC 8.73E-8 0 56.11 35 0 9 0.002076 JOK 0.1219 OK ' Indicates level exceeds 80% of ASHRAE limit [a M I in loll [1111ME11 0 1 11 ' I I M, in, 10 in in I in 10 loll Acetone Ammonia Benzene Carbon Formaldehyde Nicotine Hydrogen SulfidEMethyl Alcohol Phenol TVOC Monoxide L=ASHRAE Limit w/o=Without Dynamic Air Cleaners w=With Dynamic Air Cleaners AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Fir Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy entuawa apace person(s) Building Size Area 840 ft' Ceiling Height 10 ft Total Volume of Space 8400 ft' 1400 W/person Total Airflow In, Vs 9182 cfm 1530 cfm/person Ventilation Airflow, Vo 30 cfm cfm/person Recirculation Airflow, RVr 9152 cfm 11525 cfm/person Recirculation Flow Factor, R FO.9967 Air Changes 65.59 /hour Ventilation Effectiveness, Ev ASHRAE 62 Ventilation Standard - Under this standard the following apply: Number of Occupants person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Ventilation Rate Procedure for this facility requires a ventilation rate (Vor) of 18 cfm/person The Ventilation Rate Procedure is one way to achieve acceptable air quality. This procedure prescribes the rate at which ventilation must be delivered to a space and various means to condition that air. The ventilation rates in Table 2 are derived from psysiological considerations, subjective evaluations, and professional judgements. Required Filter Efficiency (Ef) _ Vor (Vo (1 - Ev) + Ev Vs) - Ev Vo Vs (Vs - Vo)(Ev Vs - Vor (1 - Ev)) Equivalent to Dust Spot Efficiency Equivalent to Minimum Efficiency Reporting Value (MERV) 0.008523 40-45% 9 Indoor Air Quality Procedure provides an alternative performance method for acieving acceptable air quality. To control particulates to the proper level at the above ventilation rate, 40-45% = filtration is used. In addition to controlling the particulates, known contaminants also need to be controlled to an acceptable level. These are shown in the following pages. General: Either the Ventilation Rate Procedure or the IAQ Procedure shall be used to design each ventilation system in a building, subject to the following considerations and restrictions. Ventilation Rate Procedure: This is a prescriptive procedure in which outdoor air intake rates are determined based on space type/application, occupancy level, and floor area. Note: The Ventilation Rate Procedure minimum rates are based on contaminant sources and source strengths that are typical for the listed space types. IAQ Procedure: This is a design procedure in which outdoor air intake rates and other system design parameters are based on an analysis of contaminant sources, contaminant concentration targets, and perceived acceptability targets. The IAQ Procedure allows credit to be taken for controls that remove contaminants (for example, air cleaning devices) or for other design techniques (for examples, selection of materials with lower source strengths) that can be reliably demonstrated to result in indoor contaminant concentrations equal to or lower than those achieved using the Ventilation Rate Procedure. The IAQ Procedure may also be used where the design is intended to attain specific target contaminant concentrations or levels of acceptability of perceived indoor air quality. Indoor Air Quality Procedure: The Indoor Air Quality (IAQ) Procedure is a performance-based design approach in which the building and its ventilation system are designed to maintain the concentrations of specific contaminants at or below certain limits identified during the building design and to achieve the design target level of perceived indoor air quality acceptability by building occupants and/or visitors. For the purposes of this procedure, acceptable perceived indoor air quality excludes dissatisfaction related to thermal comfort, noise and vibration, lighting, and psychological stressors. Design Approaches: Select one or a combination of the following design approaches to determine minimum space and system outdoor airflow rates and all other design parameters deemed relevant (e.g., air cleaning efficiencies and supply airflow rates). AirQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Flr Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy Ventilated S Building Size Area 840 ft' Ceiling Height 10 ft Total Volume of Space 8400 ft$ 11400 ft'/person Total Airflow In, Vs 9182 cfm 11530 cfm/person Ventilation Airflow, Vo 30 cfm cfm/person Recirculation Airflow, RVr 9152 cfm 1525 cfm/person Recirculation Flow Factor, R 0.9967 Air Changes 65.59 /hour Ventilation Effectiveness, Ev Ammonia Generation Rate 4.94E-8 Ib/min (per person) Smoking Generation 2.205E-7 Ib/min Rate (1 cig per hour) Molecular Weight 17 g/mole Dynamic Air Cleaner 27 % Efficiency Typical Outside Air 0.001727 ppm Concentration Actual Outside Air ppm Concentration moking ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person Filter Efficiency % Number of Occupants person(s) Level of Physical Activity Standing, Desk Work Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person Filter efficiency required to achieve the above concentration with this flow rate: Outside Air Flow 0 cfm Filter Efficiency 27.24 % (Page 23, ASHRAE Standard 62-89, 'Required Outdoor Air or Space Contaminant Concentration with Recirculation and Filtration) ASHRAE Limit 0.72 ppm Without Dynamic Air Cleane .2278 ppm With Dynamic Air Cleaners FO.0027417 ppm 0.8 0.6 0.4 0.2 0.0 0.8 0.6 0.4 0.2 0.0 Ai rQ Indoor Air Quality Design and Analysis Project PS Wheat Ridge 4th Flr Notes 5 CFM Per Person, .06 CFM sqft Representative Pennergy Building Size Area 840 ft$ Ceiling Height 10 ft Total Volume of Space 8400 ft' 1400 ft'/person Total Airflow In, Vs 9182 cfm 1530 cfm/person Ventilation Airflow, Vo 30 cfm cfm/person Recirculation Airflow, RVr 9152 cfm 1525 cfm/person Recirculation Flow Factor, R 0.9967 Ventilation Effectiveness, Ev Air Changes 65.59 /hour Number of Occupants person(s) Level of Physical Activity Standing, Desk No Respiratory Flow 24 cfm/person CO2 Generation 0.93 ft'/hr/person onivnniy ❑ Smoking in Space Percent of people smoking Cigarettes / hour / person nniau�n Filter Efficiency % Contaminant Generation Smoking Rate per Generation Person (Ib/mi )Rate 1 cig/hour (Ib/min) Molecula Dynamic Weight Air (g/mole) Cleaner Efficienc (%) Typical Outsid Concentration (ppm) ASHRAE Limi (ppm) Steady State Conc Steady State Conc With Dynamic Air Without DynamicA Cleaners and Typ. Cleaners and Typ. Outside Conc. (ppr Qutside Conc. (pp Acetone 1.746E-8 1.47E-8 58 25 0.001265 2.95 0.0003227 OK 0.02485 OK Ammonia 4.94E-8 2.205E-7 17 27 0.001727 0.72 0.002762 OK 10.2295 OK Benzene 5.88E-10 2.748E-8 78 10 0.002509 0.1 9.871 E-5 OK 0.0031 OK Carbon Monoxide 3.675E-7 2.205E-6 28 0 2.621 9 3.65 OK 3.65 OK Formaldehyde 1.0E-20 8.818E-8 30 25 0.01631 0.1 0.0002118 OK 0.01631 OK Nicotine 1.0E-20 2.976E-7 162 20 0.0007551 0.07 1.222E-5 OK 0.0007551 OK Hydrogen Sulfide 4.0E-9 0 34.08 20 0 0.03 0.0001488 OK 0.009199 OK Methyl Alcohol 1.14E-7 10 32.04 20 0 1.15 0.004511 OK 0.2789 OK Phenol 1.5E-8 0 94.11 20 0 0.03 0.0002021 OK 0.01249 OK TVOC 8.73E-8 0 56.11 35 0 9 0.001135 OK 0.1219 OK Indicates level exceeds 80% of ASHRAE limit [I M - in i loll, iIM Acetone Ammonia Benzene Carbon Formaldehyde Nicotine Hydrogen SulfidEMethyl Alcohol Phenol TVOC Monoxide L=ASHRAE Limit w/o=Without Dynamic Air Cleaners w=With Dynamic Air Cleaners DENVER/STAPLETON CO Latitude = 39.75 N WMO No. 724690 Longitude =104.80 W Elevation = 5332 feet Period of Record = 1973 to 1995 Average Pressure = 24.66 inches Hg Design Criteria Data Other Site Data Rain Rate Mean Coincident (Average) Values Ventilation Cooling Load Index Weather Wet Bulb Humidity Wind Prevailing Design 50 Year Recurrence (mph) Value Temperature Ratio Speed Direction Dry Bulb Temperature (T) (°F) (°F) (gr/lb) (mph) (NSEW) Median of Extreme Highs 97 60 37 9.7 S 0.4% Occurrence 93 60 41 9.1 SE 1.0% Occurrence 91 60 42 9.0 N 2.0% Occurrence 88 59 46 8.9 E Mean Daily Range 25 - - - - 97.5% Occurrence 12 11 9 6.1 S 99.0% Occurrence 4 3 6 5.9 S 99.6% Occurrence -2 -3 4 5.2 S Median of Extreme Lows -9 -10 3 6.4 S Mean Coincident (Average) Values Dry Bulb Humidity Wind Prevailing Design Value Temperature Ratio Speed Direction Wet Bulb Temperature (TWb) (°F) (°F) (gr/lb) (mph) (NSEW) Median of Extreme Highs 68 83 95 9.0 N 0.4% Occurrence 64 81 78 8.5 N 1.0% Occurrence 63 80 74 8.5 N 2.0% Occurrence 62 79 71 8.5 N Mean Coincident (Average) Values Dry Bulb Vapor Wind Prevailing Design Value Temperature Pressure Speed Direction Humidity Ratio (HR) (gr/lb) (°F) (in. Hg) (mph) (NSEW) Median of Extreme Highs 104 71 0.58 7.4 NNW 0.4% Occurrence 94 68 0.52 7.2 N 1.0% Occurrence 87 68 0.49 7.1 S 2.0% Occurrence 81 68 0.45 7.5 S Air Conditioning/ T > 93°F T > 80°F TWb > 73°F TWb > 67°F 45 641 0 6 Humid Area Criteria # of Hours Other Site Data *Note: Temperatures at greater depths can be estimated by adding 1.5°F per 100 feet additional depth. Rain Rate Basic Wind Speed Ventilation Cooling Load Index Weather 100 Year Recurrence 3 sec gust @ 33 ft (Ton-hr/cfm/yr) Base 75°F-RH 60% Region (in./hr) 50 Year Recurrence (mph) Latent + Sensible 6 2.3 N/A 0.0+ 0.7 Ground Water Frost Depth Ground Snow Load Average Annual Temperature (°F) 50 Year Recurrence 50 Year Recurrence Freeze -Thaw Cycles 50 Foot Depth * (in.) (lb/ft) (#) 52.7 52 18 105 *Note: Temperatures at greater depths can be estimated by adding 1.5°F per 100 feet additional depth. 0 rn IC N O O (sagaui) uoi;e;ldiaaad Q z o 0 A E � U ti a� cd CA ( �' Ti i ¢ a I � I 3 w ti O O O O O O OO O O O O O O O O 110 � .1,M (a.) a in;eaadwa jL a i // 0 U INIMISIM L O U 000 •--� (gU.a2) oijeg Sj!p►tung v No S o 0 0 0 •--� .--� .--� •-• 00 �p N O O 0n 000 O O S � O O L0 Q7 7 00 L L 37 3 'o j 41 O L 0 v7 CL• cu o � x o 0 o m m 0r) cn .40 0 C R L fn M N F SSQ� UTr O a O 0 0 N O M 0 0 f� U oc � o0 0n 000 O 00 ❑ � N �-+ t�•A �U-. CSA V c DENVER/STAPLETON CO WMO No. 724690 Dry -Bulb Temperature Hours For An Average Year (Sheet 1 of 5) Period of Record = 1973 to 1995 January February March Temperature Hour Group (LST) M C W Hour Group (LST) M C W Hour Group (LST) M C W 01 09 17 O1 09 17 01 09 17 Range To To To Total B To To To Total B To To To Total B (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 100/104 95/ 99 90/ 94 85/ 89 80/ 84 75/ 79 2 0 2 48.5 70/ 74 0 0 46.2 1 1 46.2 7 1 8 46.9 65/ 69 1 0 1 43.4 5 0 5 44.5 17 4 21 44.2 60/ 64 5 0 5 41.7 11 2 13 42.1 0 25 9 34 42.6 55/ 59 0 15 2 17 39.7 0 25 6 31 40.0 2 32 17 51 40.6 50/ 54 1 24 5 30 37.4 2 27 12 41 37.7 7 32 26 65 38.6 45/ 49 6 30 14 50 35.1 6 29 19 54 35.4 13 34 34 81 36.3 40/ 44 10 34 25 69 32.5 12 30 29 71 32.9 29 30 41 100 34.2 35/ 39 22 33 36 91 29.8 30 26 41 97 30.2 57 28 44 129 31.6 301 34 35 30 43 108 26.8 46 23 40 109 27.7 64 21 37 122 28.6 25/ 29 51 24 40 115 23.5 49 18 29 96 24.2 40 11 19 70 24.9 20/ 24 45 20 30 95 19.5 35 12 20 67 20.1 19 6 9 34 20.2 15/ 19 25 12 19 56 15.2 17 5 9 31 15.4 9 3 4 16 15.9 10/ 14 18 9 15 42 10.5 11 5 5 21 10.8 4 1 2 7 10.9 5/ 9 15 6 11 32 5.8 6 2 5 13 6.0 2 0 1 3 6.3 0/ 4 11 3 7 21 0.9 4 1 3 8 1.3 1 0 1 1.8 -5/ -1 5 0 1 6 -2.8 3 1 2 6 -3.2 0 0 -1.3 -10/ -6 3 0 1 4 -7.2 2 0 1 3 -7.4 -15/-11 1 0 1 -12.1 1 1 0 2 -11.9 -20/46 0 0 -16.5 1 0 0 1 -15.6 -25/-21 0 0 -22.0 Caution: This summary reflects the typical distribution of temperature in a typical year. It does not reflect the typical moisture distribution. Because wet bulb temperatures are averaged, this summary understates the annual moisture load. For accurate moisture load data, see the long-term humidity summary and the ventilation and infiltration load pages in this manual. DENVER/STAPLETON CO WMO No. 724690 Dry -Bulb Temperature Hours For An Average Year (Sheet 2 of 5) Period of Record =1973 to 1995 April May June TemperatureO1 Hour Group (LST) M C W Hour Group (LST) M C W Hour Group (LST) M C W 09 17 01 09 17 01 09 17 Range To To To Total B To To To Total B To To To Total B (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 100/104 0 0 0 61.2 95/ 99 4 1 5 60.1 90/ 94 1 1 55.6 20 4 24 58.9 85/ 89 1 0 1 54.0 4 1 5 55.4 0 36 11 47 58.3 80/ 84 4 1 5 51.6 18 4 22 54.4 1 42 21 64 58.2 75/ 79 13 3 16 50.2 0 34 11 45 53.2 5 43 31 79 57.1 70/ 74 23 7 30 48.7 1 41 20 62 52.1 16 38 42 96 55.7 65/ 69 1 30 14 45 46.9 7 43 30 80 50.6 37 26 46 109 54.2 60/ 64 4 30 24 58 45.2 20 35 42 97 49.2 58 15 40 113 52.7 551 59 10 32 32 74 43.2 40 27 47 114 47.5 62 8 24 94 50.4 501 54 26 34 37 97 41.4 63 19 44 126 45.3 40 5 15 60 47.3 45/ 49 40 27 38 105 39.0 57 13 27 97 42.3 16 2 5 23 43.7 40/ 44 55 17 34 106 36.1 38 7 15 60 38.6 5 1 1 7 40.4 35/ 39 47 15 25 87 32.8 15 3 5 23 34.3 0 0 0 37.0 30/ 34 34 9 17 60 29.4 6 1 2 9 31.2 25/ 29 14 4 6 24 25.0 0 0 0 27.1 20/ 24 5 1 3 9 20.3 0 0 24.0 15/ 19 2 0 0 2 15.6 10/ 14 1 0 0 1 11.4 5/ 9 0 0 7.7 0/ 4 0 0 1.4 -51 -1 -10/ -6 -151-11 -20/-16 -25/-21 Caution: This summary reflects the typical distribution of temperature in a typical year. It does not reflect the typical moisture distribution. Because wet bulb temperatures are averaged, this summary understates the annual moisture load. For accurate moisture load data, see the long-term humidity summary and the ventilation and infiltration load pages in this manual. DENVER/STAPLETON CO WMO No. 724690 Dry -Bulb Temperature Hours For An Average Year (Sheet 3 of 5) Period of Record = 1973 to 1995 July August September Temperature Hour Group (LST) M C W Hour Group (LST) M C W Hour Group (LST) M C W 01 09 17 01 09 17 01 09 17 Range To To To Total B To To To Total B To To To Total B (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 08 16 00 Obs (°F) 100/104 1 0 1 61.3 95/ 99 10 1 11 60.2 2 0 2 60.5 0 0 59.3 90/ 94 37 9 46 60.3 19 3 22 59.9 5 0 5 59.1 85/ 89 0 55 19 74 60.2 51 12 62 59.8 20 3 23 57.4 80/ 84 2 56 29 87 59.9 0 64 22 86 59.6 44 9 53 55.9 75/ 79 10 42 43 95 59.1 4 50 37 90 59.1 0 43 20 63 55.0 70/ 74 29 27 53 109 58.0 20 32 54 107 57.8 3 38 31 72 53.6 65/ 69 73 13 57 143 56.7 56 18 63 138 56.6 16 32 42 90 52.4 60/ 64 91 5 30 126 55.4 90 8 42 141 54.9 42 21 45 109 50.9 55/ 59 36 1 7 44 53.1 59 3 12 74 52.2 56 15 37 109 48.7 501 54 7 0 1 8 49.4 17 1 3 21 49.1 55 11 27 94 45.7 45/ 49 1 0 1 46.2 1 0 1 44.2 36 5 14 55 42.4 40/ 44 18 3 6 27 38.7 35/ 39 8 1 3 12 34.5 301 34 3 1 1 5 30.8 25/ 29 1 1 0 2 24.5 20/ 24 0 0 0 21.1 151 19 0 0 17.3 10/ 14 5/ 9 0/ 4 -51 -1 -10/ -6 -15/41 -20/46 -25/-21 Caution: This summary reflects the typical distribution of temperature in a typical year. It does not reflect the typical moisture distribution. Because wet bulb temperatures are averaged, this summary understates the annual moisture load. For accurate moisture load data, see the long-term humidity summary and the ventilation and infiltration load pages in this manual. DENVER/STAPLETON CO WMO No. 724690 Dry -Bulb Temperature Hours For An Average Year (Sheet 4 of 5) Period of Record = 1973 to 1995 October November December Temperature Hour Group (LST) M C W Hour Group (LST) M C W Hour Group (LST) M C W O1 09 17 01 09 17 01 09 17 Range To To To Total B To To To Total B To To To Total B (°F) 08 I 16 00 Obs (°F) 08 16 00 1 Obs (°F) 08 16 00 1 Obs (°F) 100/104 95/ 99 90/ 94 85/ 89 1 1 53.4 80/ 84 10 1 11 52.3 75/ 79 24 3 27 50.7 2 0 2 48.5 70/ 74 0 32 6 38 49.2 8 0 8 47.2 1 1 45.8 65/ 69 1 38 14 53 47.7 0 14 1 15 45.7 4 0 4 44.2 60/ 64 5 37 21 63 46.0 0 20 4 24 43.6 0 11 1 12 42.0 551 59 12 31 36 79 44.1 2 25 9 36 41.2 0 16 4 20 40.2 501 54 31 26 50 107 42.1 6 30 16 52 39.0 2 25 7 34 37.7 45/ 49 52 18 46 116 39.7 11 29 25 65 36.7 6 28 13 47 35.2 40/ 44 59 12 32 103 36.6 27 25 38 90 34.1 14 32 25 71 32.5 35/ 39 46 9 20 75 33.3 39 27 40 106 31.4 25 36 35 96 29.8 301 34 27 7 13 47 29.7 51 27 41 119 28.3 37 33 45 115 26.9 25/ 29 11 1 4 16 25.4 45 18 34 97 24.6 53 23 44 120 23.7 20/ 24 2 1 1 4 20.2 31 8 18 57 20.3 45 15 27 86 19.7 151 19 1 0 0 1 15.9 13 4 8 25 15.4 27 10 19 56 15.4 10/ 14 l 0 0 1 11.0 8 1 4 13 11.1 15 6 9 30 10.8 5/ 9 0 0 0 7.8 4 1 2 7 6.3 8 4 9 21 6.2 0/ 4 1 0 1 2 1.5 8 2 5 15 1.6 -51 -1 1 0 1 -2.8 3 1 2 6 -2.7 -10/ -6 0 0 0 -6.4 2 2 1 5 -7.7 -15/41 1 1 2 4 -12.5 -20/-16 1 0 1 2 -16.4 -25/-21 0 0 0 -21.1 Caution: This summary reflects the typical distribution of temperature in a typical year. It does not reflect the typical moisture distribution. Because wet bulb temperatures are averaged, this summary understates the annual moisture load. For accurate moisture load data, see the long-term humidity summary and the ventilation and infiltration load pages in this manual. DENVER/STAPLETON CO WMO No. 724690 Dry -Bulb Temperature Hours For An Average Year (Sheet 5 of 5) Period of Record =1973 to 1995 Annual Totals Temperature Hour Group (LST) M C W 01 09 17 Range To To To Total B (°F) 08 16 00 Obs (°F) 100/104 1 0 1 61.2 95/ 99 16 2 18 60.2 90/ 94 80 15 95 59.7 85/ 89 0 164 45 209 59.2 80/ 84 3 233 85 321 58.1 75/ 79 19 249 146 414 56.5 70/ 74 69 244 211 524 54.7 65/ 69 189 242 268 699 52.9 60/ 64 305 224 256 785 50.6 55/ 59 276 232 230 738 46.5 50/ 54 256 238 241 735 42.5 45/ 49 245 218 235 698 38.7 40/ 44 268 195 247 710 34.9 35/ 39 292 182 253 727 31.3 30/ 34 307 155 241 703 28.0 25/ 29 267 100 181 548 24.1 20/ 24 185 64 109 358 19.9 151 19 96 35 60 191 15.4 10/ 14 59 23 36 118 10.7 51 9 36 13 28 77 6.0 0/ 4 25 6 16 47 1.2 -5/ -1 12 3 6 21 -2.9 -10/ -6 7 2 4 13 -7.4 -15/41 4 1 2 7 -12.2 -20/46 2 0 1 3 -16.1 -25/-21 0 0 0 -21.3 Caution: This summary reflects the typical distribution of temperature in a typical year. It does not reflect the typical moisture distribution. Because wet bulb temperatures are averaged, this summary understates the annual moisture load. 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Solomon ■!1MEN ■■s■m■mm■■o■■m■nrs■Ern■■■n 0 rn 110 It N IN 9 DENVER/STAPLETON CO WMO No. 724690 Long Term Dry Bulb Temperature and Humidity Summary Week 1.0% Ending Temp (°F) MCWB @ 1 % Temp (°F) Mean Max Temp (°F) Mean Min Temp (°F) 99% Temp (°F) 1.0% HR (gr/lb) MCDB @ 1 % HR (°F) Mean Max HR (gr/lb) Mean Min HR (gr/lb) 7 -Jan 56.0 39.2 39.0 15.1 -6.0 28.0 42.7 18.2 9.9 14 -Jan 59.0 41.7 42.2 17.5 -3.0 28.0 44.4 19.3 10.3 21 -Jan 59.0 40.4 43.0 19.7 -1.0 30.1 42.6 21.3 12.3 28 -Jan 62.0 42.1 43.8 20.1 1.0 29.4 37.7 20.9 11.3 4 -Feb 60.0 41.4 41.6 19.2 -11.0 28.7 45.2 20.4 11.8 I1 -Feb 60.0 39.6 42.5 18.1 -7.0 30.1 40.4 21.0 11.7 18 -Feb 63.0 42.9 46.7 23.9 1.0 31.5 39.9 23.4 13.5 25 -Feb 67.0 45.0 50.0 26.1 15.0 31.5 43.5 24.2 13.6 4 -Mar 67.0 43.8 51.0 26.0 6.0 37.8 40.4 25.8 15.2 11 -Mar 68.0 45.9 51.9 27.8 13.0 39.2 42.9 27.4 16.4 18 -Mar 69.0 45.4 53.4 29.4 17.0 35.7 44.7 27.3 16.0 25 -Mar 71.0 45.9 53.9 30.3 16.0 36.4 43.8 26.7 15.6 1 -Apr 74.0 47.7 53.0 30.5 12.0 39.9 45.3 28.6 17.4 8 -Apr 74.0 47.4 56.7 31.9 18.0 42.7 47.8 30.5 17.7 15 -Apr 76.0 47.2 59.2 34.9 22.0 51.8 54.1 33.6 19.9 22 -Apr 80:0 51.9 64.2 39.1 29.0 53.9 53.7 37.0 22.7 29 -Apr 80.0 51.1 64.2 40.5 29.0 56.0 51.8 39.1 23.7 6 -May 80.0 53.2 65.3 41.5 32.0 60.9 56.3 43.4 27.2 13 -May 82.0 53.5 68.6 43.5 32.0 65.1 60.5 46.1 27.0 20 -May 84.0 55.4 71.0 47.0 36.0 70.7 59.5 52.8 33.2 27 -May 84.0 54.9 72.3 47.9 41.0 70.0 59.7 56.8 34.9 3 -Jun 86.0 55.9 72.8 48.8 40.0 79.1 62.7 58.7 37.8 10 -Jun 91.0 58.3 77.5 52.4 43.0 81.9 67.4 64.2 39.8 17 -Jun 92.0 56.6 81.3 54.4 46.0 84.0 68.4 63.6 38.0 24 -Jun 93.0 59.5 83.9 56.0 47.0 91.0 68.5 68.0 40.4 1 -Jul 97.0 60.1 87.2 58.8 51.0 87.5 68.2 69.2 41.5 8 -Jul 97.0 60.8 88.9 59.8 53.0 93.8 67.6 70.2 40.5 15 -Jul 94.0 61.0 87.0 60.1 53.0 94.5 68.8 75.5 47.4 22 -Jul 95.0 60.4 86.4 59.9 54.0 94.5 68.6 78.1 50.0 29 -Jul 94.0 60.8 86.2 60.1 55.0 100.8 68.3 78.3 50.8 5 -Aug 94.0 60.6 84.7 59.9 53.0 100.8 70.5 79.2 52.8 12 -Aug 92.0 60.7 85.0 59.1 54.0 97.3 68.8 77.3 49.9 19 -Aug 92.0 58.5 84.5 58.4 53.0 96.6 69.1 77.3 50.2 26 -Aug 92.0 60.2 84.6 58.2 52.0 93.8 67.4 72.5 47.6 2 -Sep 92.0 59.2 83.3 55.9 50.0 84.0 64.0 66.5 41.9 9 -Sep 91.0 59.0 82.6 54.3 47.0 78.4 67.0 61.3 38.7 16 -Sep 88.0 57.4 75.3 50.3 36.0 78.4 62.2 58.7 38.3 23 -Sep 85.0 54.4 74.8 46.8 34.0 72.8 60.0 51.0 31.9 30 -Sep 85.0 54.0 72.9 45.3 27.0 69.3 59.2 45.2 28.4 7 -Oct 83.0 53.1 70.6 42.4 33.0 67.9 55.9 43.1 28.1 14 -Oct 81.0 51.8 67.1 39.3 28.0 51.8 56.0 36.8 23.6 21 -Oct 78.0 49.4 63.9 37.2 27.0 51.8 49.3 35.1 22.8 28 -Oct 77.0 49.9 63.2 35.8 26.0 49.0 50.6 33.6 21.4 4 -Nov 73.0 47.5 56.1 31.9 10.0 51.8 52.1 31.4 20.1 11 -Nov 73.0 48.7 55.0 30.3 15.0 44.8 48.6 30.5 18.8 18 -Nov 71.0 46.1 52.5 27.6 14.0 33.6 41.5 26.0 15.8 25 -Nov 67.0 44.7 47.0 23.8 6.0 32.2 41.6 23.4 13.6 2 -Dec 62.0 42.1 43.3 20.1 2.0 30.1 36.5 21.6 11.8 9 -Dec 64.0 43.4 47.1 22.9 2.0 34.3 44.5 23.0 13.3 16 -Dec 63.0 42.4 45.3 21.5 2.0 30.1 38.7 21.4 11.8 23 -Dec 61.0 40.5 41.3 18.0 -15.0 30.1 38.2 19.4 10.6 31 -Dec 59.0 41.8 40.5 16.1 -5.0 28.0 42.0 19.5 10.8 DENVER/STAPLETON CO WMO No. 724690 1000 500 0 a -500 D -1000 L 00 d G -1500 -2000 -2500 -3000 Degree Days, Heating and Cooling (Base 65°F) J F M A M J J A S O N D ❑ Mean Cooling Degree Days ■ Mean Heating Degree Days JAN Mean Cooling Degree Days (°F) Mean Heating Degree Days (°F) 0 1103 FEB 1 884 MAR 4 762 APR 22 512 MAY 62 289 JUN 185 99 JUL 272 32 AUG 222 49 SEP 117 191 OCT 34 470 NOV 4 829 DEC 0 1062 ANN 924 6282 DENVER/STAPLETON CO WMO No. 724690 40000 30000 20000 10000 0 -10000 a m -20000 o -30000 -40000 -50000 -60000 -70000 -80000 Average Ventilation and Infiltration Loads (Outside Air vs. 75°F, 60% RH summer; 68°F, 30% RH winter) J F M A M J J A S O N D Average Sensible Cooling Load ■ Average Sensible Heating Load Average Latent Cooling (Drying) Load ❑ Average Latent Heating (Humidifying) Lo Average Sensible Cooling Load (Btu/cfm) Average Sensible Heating Load Btu/cfin) Average Cooling (Btu/cfm) Latent Load Average Latent Heating Load Btu/cfin JAN 0 -30990 0 -11112 FEB 0 -25092 0 -9057 MAR 2 -22105 0 -8121 APR 67 -15349 0 -5127 MAY 309 -9330 0 -1786 JUN 1736 -3679 2 -588 JUL 2842 -1579 28 -181 AUG 1987 -2192 24 -158 SEP 897 -6396 0 -1206 OCT 130 -14266 0 -4493 NOV 2 -23757 0 -8084 DEC 0 -29926 0 -10746 ANN 1 7972 -184661 54 -60659 0 Z_ 3 ai � Z_ by Uva as W '"' I V1 M V7 oy0 OM M OM 4 7 7 00 0 0 0 0 0 0 0 U o 7 N 00 DD 00 1p t N 00 M O 00 N .o A .O 10 l� N 00 �t N \O M N d' N �O >Irn O�O c>ONO_O_==OW OO�OO� Z w r- O1 N N N --� Vl N l- :2 r- r - c -4 tZ U O, O1�1 O1=1 0 0 O O O �� O � 0 0 O N O1 M �_ N N N w cq M O r cq O� 'IT O W O1 CD (D O CN O O O NO O OD OD O H O O n S2. V Z M M M RO 't!-'! C2 7� O1 4 N O O O O0 0 0 01== 0 CD 0 0 O CD 0w0 O Gn 00 00 w In M r- n ON 00 C O N � N v1 �'I— p Co�ooCD = T 0 0 00o O y N N U MM 7 NO O NO 7 O CD Cl C, Q N N O_ O O O O cd M •�-� W M F M M 7 .M. O 00 'O N M -•. 00 00 �O \c M M "o M O 00 M W O 00 ,� M ,M.., N N N l� M O1 V O1 z 0 F O N 0 0 0 0 0 0 O O O O O 0 0 0 m V1 �O �!1 w Vl O O V'1 V1 N �c N V1 Vl ti n �c 00 N 01 N N Vl N r- .M. M h N r cqA > O � a id N � � y iC iC N cd id '� i3 iC N iC cd N ro O A x n o p o b M 0 0 0 0 0 0 0 0 0 2 C7 v� A 0 C7 A C7 C7 A C7 C7 A0 0 A G W A U W ani O2p °°'� °�'`� 2� � >d x Uz UW U� U U 'Jr O N N � V1 00 � Vl Vi VIO 0 0 0 0 0 0 0 0 O N N M O 01 M O A -- M M 01 M M 0 O 0 0 0 0 0 0 Z Vl V M 2 O2 M M 0 0 0 00 0 0 0 0 O M 01 00 N O M Ln01 00 In In 01 Vl C}• 0 0 0 0 0 0 0 0 0 C 00 00 Z -,:f- O- 01 Ol Co ov o 00 0 0 0 I.V. N a a 0 0 0 0 0 0 0 0 O Z Vl O [- M "D 4 ti r M 0, 00 M t- a c7 W C> c) O a> O �O O O O Mm 00 [- Vl M r- �D 0 CD 0 0 0 O _O O O O ora,rn v,o,o b F" O O O O O O OO O + 00 4 N Vl l- O Ol N O" Q1 N N "o vl 01 [_ � vl V7 0 0 0 0 0 0 0 0 0 Z N O 00 O Vl �� n N Q A O O O M M O O M CD O Q a Oami abi I z w c7 x x x w 00 �D � � � d• o t� rn t� o0 N N 00 �D Q1 'V M Vl M M N N ^ ^ ^ — Vn N 00 M 7I O O � �O M - N Wn NI N N II • CC CC om" 00 �D l- 01 �O �D 00 \O lam-• F 00 7 O �, O O M l� V I- .-. ,-. N N V* M In A -. V M N^ 7 O 0 d4 cd N M O^;- r -O O E M 01 O O �--� [� 7 O ,-. 00 �D •-• ,-• l� vl M N v- N • • ,-• N 07 .4 ^ ^ 4 V) 0 A Vl M � V - 7 = ^ = = - 2 � O M 7 00 7 � N Vl z 0 00U A U Vl N r 00 DD n 00 [� N O N N 7 M 0 •-• O M N [- M V cna H �] vl t en -11 M"r n Cl 00 O O In C N N O M 4 ,--� .-, ,--� .-• lc M lD V M CL M N In .-. - �--� .--� 1�0 '7 Vl M Vl W Us '}� N 01 vl n vl r- vl vl 7 7 N CL � 7 O 7 �D �D M Ul O 7� r M -. 00 n .-. 00 V1 N N M 00 �O ,--� �-. N N r- Vl 0 QM -- M w)�c r- 7�c M�n 00 01 Vl M M M V 00 r- Vl M r- M ,-- 1p ^ --� l� V' Ul M Vl X _. X z N o0 O O o0 7 7 0 0 oo O V N •-•-.• 00 M N .-- ,--. M a C -' oc l- 00 7 N 00 � M .- N00 - a T T T T T T T T T T cid 7 � 7� � 7j Z A U U U U U U U U U U = U U U U U U U U U U= w CD Z w Z< oz Z oz w Z Wind Summary - December, January, and February Labels of Percent Frequency on North Axis N NNW 20 NNE )15 NE 0 WNW ENE W E WSW ESE SE SSW SSE S >34 knots 25-34 knots ■ 15-24 knots ■ 6-14 knots ■ 1-5 knots Percent Calm= 7.06 Wind Summary - March, April, and May Labels of Percent Frequency on North Axis N NNW 20 NNE )105 NE WNW ENE W E WSW ESE SE SSW SSE S >34 knots 25-34 knots ■ 15-24 knots ■ 6-14 knots ■ 1-5 knots Percent Calm= 4.15 Wind Summary - June, July, and August Labels of Percent Frequency on North Axis N NNW 20 NNE )105 NE WNW ENE W E WSW ESE SE SSW SSE S >34 knots 25-34 knots ■ 15-24 knots ■ 6-14 knots ■ 1-5 knots Percent Calm= 4.61 Wind Summary - September, October, and November Labels of Percent Frequency on North Axis N NNW 20 NNE )105 NE 1 WNW ENE W E WSW ESE SE SSW SSE S >34 knots 25-34 knots ■ 15-24 knots ■ 6-14 knots ■ 1-5 knots Percent Calm= 6.55 �( COMcheck Software Version 4.0.5.2 Interior Lighting Compliance Certificate Project Information c\ty 01 Energy Code: 90.1 (2010) Standard Whea�R\age Project Title: Stor All Wheatridge D\\J\soon Project Type: New Construction Buy\d�rg Construction Site: Owner/Agent: Designer/Contractor: Youngfield St. & 44th Ave Wheatridge, CO Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Warehouse 104828 0.66 69186 Total Allowed Watts = 69186 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Warehouse Linear Fluorescent 1: Type 1: 96" T8 75W: Electronic: 2 192 150 28800 Linear Fluorescent 2: Type 2 / 2A: 48" T8 32W: Electronic: 2 66 75 4950 LED 1: Type 3: Other: 1 8 48 384 LED 2: Type 5: Other: 1 4 39 156 LED 3: Type 6: Other: 1 26 47 1222 LED 4: Type 7: Other: 1 2 48 96 LED 5: Type 8: Other: 1 2 49 98 LED 6: Type 11: Other: 1 42 45 1890 Total Proposed Watts = 37596 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.0.5.2 and to comply with any applicable mandatory requirements listed in the Insection Checklist. �Do �Llc a al a0� ame - Tit M Signature Dat Project Title: Stor All Wheatridge Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfield St & Xenon St\3. Permit Const Docs\3.. Page 1 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck n�( COMcheck Software Version 4.0.5.2 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: Youngfield St. & 44th Ave Wheatridge, CO Allowed Exterior Lighting Power A Area/Surface Category 90.1 (2010) Standard Stor All Wheatridge New Construction 2 (Residential mixed use area) Owner/Agent: B Quantity Designer/Contractor: C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Main entry 6 ft of door 20 Yes 120 Other door (not main entry) 15 ft of door 20 Yes 300 Parking area 7949 ft2 0.06 Yes 477 Total Tradable Watts (a) = 897 Total Allowed Watts = 897 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Main entry(6 ft of door width): Tradable Wattage LED 2: Type 10: Other: Other door (not main entry) (15 ft of door width): Tradable Wattage LED 2 copy 1: Type 10: Other: Parking area (7949 ft2): Tradable Wattage LED 1: TVoe A & B: Other: B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 1 34 34 1 5 34 170 1 5 140 700 Total Tradable Proposed Watts = 904 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in CO: eck Ver ' 4.0.5ti.2 and to comply with any applicable mandator requirements listed in the In ection Checklist. OR�D0 iLL/CF VIAr.96�=.N-a-ECCYCtC.AI l/� Name - Title Signaturew Da Project Title: Stor All Wheatridge 6 / Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfi/eld St & Xenon St\3. Permit Const Docs\3.: Page 2 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck COMcheck Software Version 4.0.5.2 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.iD 4.2.2,8.4. Plans, specifications, and/or ❑Complies 1.1,8.4.1. calculations provide all information ❑Does Not 2,8.7 with which compliance can be ❑Not Observable [PR6]2 determined for the electrical systems ❑Not Applicable and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 4.2.2,9.4. Plans, specifications, and/or ❑Complies 4,9.7 calculations provide all information ❑Does Not [PR4]1 with which compliance can be ❑Not Observable determined for the interior lighting []Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 9.7 Plans, specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfield St & Xenon St\3. Permit Const Docs\3.: Page 3 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID 8.4.2 At least 50% of all 125 volt 15- and ❑Complies [EL10]2 20 -Amp receptacles are controlled by ❑Does Not an automatic control device. ❑Not Observable ❑Not Applicable 9.4.1.1 Automatic controls to shut off all ❑Complies [EL1]2 building lighting. ❑Does Not ❑Not Observable ❑Not Applicable 9.4.1.2 Independent lighting controls installed ❑Complies [EL2]2 per approved lighting plans and all ❑Does Not manual controls readily accessible and ❑Not Observable visible to occupants. ❑Not Applicable 9.4.1.3 Parking garage lighting is equipped ❑Complies [EL11]2 with required lighting controls and ❑Does Not daylight transition zone lighting. ❑Not Observable ❑Not Applicable 9.4.1.4 Primary sidelighted areas >=250 ft2 ❑Complies [EL12]1 are equipped with required lighting ❑Does Not controls. ❑Not Observable ❑Not Applicable 9.4.1.5 Enclosed spaces with daylight area ❑Complies [EL13]1 under skylights and rooftop monitors []Does Not >900 ft2 are equipped with required ❑Not Observable lighting controls. ❑Not Applicable 9.4.1.7 Automatic lighting controls for exterior ❑Complies [EL3]2 lighting installed. ❑Does Not ❑Not Observable ❑Not Applicable 9.4.1.6 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable 9.4.2 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not []Not Observable ❑Not Applicable 9.4.3 Exterior grounds lighting over 100 W ❑Complies [EL7]1 provides >60 Im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ❑Not Observable of code or from external LPD. ❑Not Applicable 9.6.2 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. Additional Comments/Assumptions: 1 !High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfield St & Xenon St\3. Permit Const Docs\3.: Page 4 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID 8.7.1 Furnished as -built drawings for ❑Complies [FI16]3 electric power systems within 30 days ❑Does Not of system acceptance. ❑Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [F117]3 systems and equipment to the ❑Does Not building owner or designated ❑Not Observable representative. ❑Not Applicable 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. 9.4.3 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. Additional Comments/Assumptions: 11 High Impact (Tier 1) --F-2—]Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfield St & Xenon St\3. Permit Const Docs\3.. Page 5 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck Project Title: Stor All Wheatridge Report date: 01/06/17 Data filename: H:\Stor-All\CO, Wheat Ridge - SAS0000002 - Youngsfield St & Xenon St\3. Permit Const Docs\3.. Page 6 of 6 Bldg Permit Sub - Comments\COMCHECK\Wheatridge Stor All (90.1).cck COMcheck Software Version 4.0.5.1 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Stor All Wheatridge Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 9% Construction Site: Owner/Agent: Designer/Contractor: Youngfield St. & 44th Ave Wheatridge, CO Building Area Floor Area 1 -Warehouse : Nonresidential 104828 01101 \N\ieat R�d9e Builain90%'J\sl0n Additional Efficiency Package High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - Warehouse] Floor 1: Slab -On -Grade: Unheated, [Bldg. Use 1 - Warehouse] Comment: (c) NORTH Exterior Wall 3: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Comment: 4" MTL Stud w/ CMU Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] Comment: Curries 707 or Equal Exterior Wall 4: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Comment: 4" MTL. Stud w/ EIFS Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID VIA -K-74-00045-00001, SHGC 0.35, [Bldg. Use 1 - Warehouse] (b) EAST Exterior Wa115: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Comment: 4" MTL. Stud w/ EIFS Exterior Wall 6: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Comment: 4" MTL Stud w/ CMU Door 3: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] Comment: Curries 707 or Equal SOUTH Exterior Wall 1: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Comment: 4" MTL Stud w/ CMU Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Warehouse] Comment: Curries 707 or Equal Exterior Wall 2: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] Gross Area Cavity Cont. Proposed Budget U- . or R -Value R -Value U -Factor Factor(a) Perimeter 25923 — 30.0 0.032 0.039 767 --- -- 0.730 0.540 2205 13.0 7.5 0.064 0.064 117 --- -- 0.150 0.370 3871 13.0 10.0 0.055 0.064 655 --- --- 0.340 0.380 4985 13.0 10.0 0.055 0.064 3628 13.0 7.5 0.064 0.064 24 -- --- 0.150 0.370 1688 13.0 7.5 0.064 0.064 24 — --- 0.150 0.370 4385 13.0 10.0 0.055 0.064 Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\Wheatridge Stor All.cck Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(.) Perimeter Comment: 4" MTL. Stud w/ EIFS Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 644 --- --- 0.340 0.380 Product ID VIA -K-74-00045-00001, SHGC 0.35, [Bldg. Use 1 - Warehouse] : Comment: (b) WEST Exterior Wall 7: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] : 2841 13.0 7.5 0.064 0.064 Comment: 4" MTL Stud w/ CMU Exterior Wall 8: Steel -Framed, 16" o.c., [Bldg. Use 1 - Warehouse] : 5785 13.0 10.0 0.055 0.064 Comment: 4" MTL. Stud w/ EIFS Window 3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 1300 — --- 0.340 0.380 Product ID VIA -K-74-00045-00001, SHGC 0.35, [Bldg. Use 1 - Warehouse] (b) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope Compliance Statement Compliance Statement., The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any applicable mandatory requirements Misted in the Inspection Checklist. �IMLr.../ Lak. 17C40k91-4 �0►AWiE.iL. TimL'�• �. Name - f itlt! Signaturle Date CO A ALAN R ODES r 403790 �. Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 2 of 9 COMcheck Software Version 4.0.5.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable 'determined for the additional energy ❑Not Applicable efficiency package options. C402.3.1 The vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above -grade wall ❑Does Not area. ,[:]Not Observable ❑Not Applicable C402.3.1 :The skylight area <= 3 percent of the ❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 ❑Complies Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, '❑Not Observable lobby, atrium, concourse, corridor, Applicable storage, gymnasium/exercise center, '❑Not convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. 'Skylights in office, storage, ❑Complies Exception: Requirement does not apply. 2 automotive service, manufacturing, ❑Does Not [PR15]1 non -refrigerated warehouse, retail ❑Not Observable ,store, and distribution/sorting area ❑Not Applicable have a measured haze value > 90 percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake_Olson\Desktop\Comchecks\Wheatridge Stor All.cck Page 3 of 9 Section # 1 Footing / Foundation Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 :Slab edge insulation R -value. ❑Complies See the Envelope Assemblies table for values. [FO3]2 ❑Does Not ❑Not Observable' ❑Not Applicable C303.2 ,Slab edge insulation installed per ❑Complies Requirement will be met. [FO4]2 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 "Slab edge insulation depth/length. ❑Complies See the Envelope Assemblies table for values. [FO5]2 !Slab insulation extending away from '❑Does Not building is covered by pavement or >= 10 inches of soil. ❑Not Observable []Not Applicable C403.2.8. Exterior insulation protected against❑Complies Requirement will be met. 1 damage, sunlight, moisture, wind, ❑Does Not [FO6]1 landscaping and equipment Observable maintenance activities.❑Not ❑Not Applicable C402.2.8 1 Bottom surface of floor structures ❑Complies Exception: Requirement does not apply. [FO12]3 incorporating radiant heating ❑Does Not insulated to >=R-3.5. ❑Not Observable See the Envelope Assemblies table for values. i ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 4 of 9 Section # Framing / Rough -In Inspection Complies? Comments/Assumptions & Req,ID C402.4.1, ;The building envelope contains a I❑Complies Requirement will be met. C402.4.2 :continuous air barrier that is sealed in !❑Does Not [FR16]1 an approved manner and either ❑Not Observable, constructed or tested in an approved ❑Not Applicable manner. Air barrier penetrations are sealed in an approved manner. C402.4.3, ; Factory -built fenestration and doors ❑Complies Requirement will be met. C402.4.4 . are labeled as meeting air leakage ❑Does Not [FR18]3 ;requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all building❑Complies Exception: Doors that open directly from a space =3000 ft2. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable, ❑Not Applicable C402.3.3, Vertical fenestration U -Factor. ❑Complies See the Envelope Assemblies table for values. C402.3.4 ❑Does Not [FR8]1 ❑Not Observable ❑Not Applicable; C402.3.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 ; Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 =Fenestration products are certified as❑Complies Requirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. []Not Observable ❑Not Applicable C402.2.7 ; U -factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake_Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 5 of 9 Section # Mechanical Rough -in Inspection Complies? Comments/Assumptions & Req.ID C402.4.5. ;Stair and elevator shaft vents have ❑Complies Requirement will be met. 1 :motorized dampers that automatically ❑Does Not [ME3]3 ;close. ❑Not Observable ❑Not Applicable C402.4.5. ;Outdoor air and exhaust systems have ❑Complies Requirement will be met. 2 ;motorized dampers that automatically ❑Does Not [ME58]3 ;shut when not in use and meet ;maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 6 of 9 Section # Insulation Inspection Complies? Comments/Assumptions & Req .IDI C402.4.1. All sources of air leakage in the ❑Complies ;Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- ❑Not Applicable permeable wrapping material to minimize air leakage. C402.4.2. Roof R -value. For some ceiling ❑Complies See the Envelope Assemblies table for values. 1 systems, verification may need to ❑Does Not [IN2]1 occur during Framing Inspection. '❑Not Observable ❑Not Applicable C303.2 Roof insulation installed per ,❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or❑Does Not poured loose -fill insulation is installed []Not Observable only where the roof slope is <=3 in Applicable 12.❑Not C303.2 Above -grade wall insulation installed ❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable'. ❑Not Applicable C402.2.5 ',Floor insulation R -value. ❑Complies :See the Envelope Assemblies table for values. [IN8]2 []Does Not []Not Observable ❑Not Applicable C303.1 «Building envelope insulation is labeled ❑Complies Requirement will be met. [IN10]2 ;with R -value or insulation certificate ❑goes Not providing R -value and other relevant ❑ Not Observable data. ❑Not Applicable C303.2.1 ;Exterior insulation is protected from ❑Complies Requirement will be met. [IN14]2 {damage with a protective material. []Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during ❑Not Applicable Foundation Inspection. C402.2.1 ;Insulation intended to meet the roof ❑Complies Requirement will be met. [IN17]3 =insulation requirements cannot be ❑Does Not ,, installed on top of a suspended ❑Not Observable �. € ceiling. Mark this requirement Applicable compliant if insulation is installed❑Not iaccordingly. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake_Olson\Desktop\Comchecks\Wheatridge Stor All.cck Page 7 of 9 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C402.4.6 ; Weatherseals installed on all loading ❑Complies 'Requirement will be met. [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable' ❑Not Applicable C402.4.8 ;Recessed luminaires in thermal❑Complies ,Exception: Requirement does not apply. [FI26]3 envelope to limit infiltration and be IC ❑Does Not :rated and labeled. Seal between ❑Not Observable `interior finish and luminaire housing. ❑Not Applicable C406 Efficient HVAC performance, efficient ,❑Complies Requirement will be met. [F134]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 8 of 9 Project Title: Stor All Wheatridge Report date: 12/22/16 Data filename: C:\Users\Blake—Olson\Desktop\Comchecks\WheatridgeStorAll.cck Page 9 of 9 COMcheck Software Version 4.0.5.1 Mechanical Compliance Certificate Project Information Cml °t Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Youngfield St. & 44th Ave Wheatridge, CO Mechanical Systems List Quantity System Type & Description 90.1 (2013) Standard Stor All Wheatridge Wheat Ridge, Colorado 5b (weather data: TBD) New Construction Owner/Agent: 2 Unit Heaters (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 7 kBtu/h No minimum efficiency requirement applies Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes `NreatR�dge Designer/Contractor: Fans: FAN 1 Supply, Constant Volume, 65 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency 6 Unit Heaters (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 3 kBtu/h No minimum efficiency requirement applies Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 65 CFM, 0.3 motor nameplate hp, 0.0 fan efficiency 1 CU -A (Single Zone): VRF, Air Cooled w/ Heat Recovery Heat Pump Heating Mode: Capacity = 437 kBtu/h, Proposed Efficiency = 3.20 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 391 kBtu/h, , No Economizer, Economizer exception: VRF Outdoor/Central Unit Proposed Efficiency = 9.80 EER, Required Efficiency: 9.30 EER (10.4 IEER) Fan System: None 1 CU -B (Single Zone): VRF, Air Cooled w/ Heat Recovery Heat Pump Heating Mode: Capacity = 360 kBtu/h, Proposed Efficiency = 3.20 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 320 kBtu/h, , No Economizer, Economizer exception: VRF Outdoor/Central Unit Proposed Efficiency = 9.80 EER, Required Efficiency: 9.30 EER (10.4 IEER) Fan System: None 1 CU -C (Single Zone): VRF, Air Cooled w/ Heat Recovery Heat Pump Heating Mode: Capacity = 386 kBtu/h, Proposed Efficiency = 3.20 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 344 kBtu/h, , No Economizer, Economizer exception: VRF Outdoor/Central Unit Proposed Efficiency = 9.80 EER, Required Efficiency: 9.30 EER (10.4 IEER) Fan System: None 1 Water Heater 1: Electric Storage Water Heater, Capacity: 15 gallons No minimum efficiency requirement applies Project Title: Stor All Wheatridge Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Report date: 01/04/17 Page 1 of 13 Quantity System Type & Description Water Heater 2: Electric Storage Water Heater, Capacity: 6 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The roposed mechanical systems have been designed to meet the 90.1 (2013) Standard requirements in COM .0 .1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. R 01 Name - Title Signa r8'"; G`�� Date 0 51222, s cr 60/0 011, Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 2 of 13 COMcheck Software Version 4.0.5.1 Inspection Checklist Energy Code: 90.1 (2013) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID 4.2.2, Plans, specifications, and/or ❑Complies 6.4.4.2.1, 'calculations provide all information ❑Does Not 6.7.2 iwith which compliance can be ❑Not Observable [PR2]1 determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load 'calculations per acceptable engineering standards and handbooks. 4.2.2, :Plans, specifications, and/or ❑Complies 7.7.1, calculations provide all information ❑Does Not 10.4.2 with which compliance can be []Not Observable [PR3]1 determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. 6.7.2.4 Detailed instructions for HVAC ❑Complies [PR5]1 systems commissioning included on ❑Does Not the plans or specifications for projects ❑Not Observable >=50,000 ft2. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 3 of 13 Footing / Foundation Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Req.ID 6.4.3.7 'Freeze protection and snow/ice ❑Complies [FO9]3 = melting system sensors for future E❑Does Not connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 4 of 13 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID 7.4.4.1 ;Temperature controls installed on ❑Complies [PL2]3 ;service water heating systems ❑Does Not (<=1209F to maximum temperature ❑Not Observable :for intended use). ❑Not Applicable 7.4.4.1 :Temperature controls installed on ❑Complies [PL2]3 ;service water heating systems ❑Does Not '(<=1209F to maximum temperature ❑Not Observable ;for intended use). ❑Not Applicable 7.4.6 :Heat traps installed on non-circulating ❑Complies [PL4]3 storage water tanks. gElDoes Not s ❑Not Observable ❑Not Applicable 7.4.6 ;Heat traps installed on non-circulating ❑Complies [PL4]3 ;storage water tanks. `❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 5 of 13 Section # Mechanical Rough -In Plans Verified Field Verified Complies., Comments/Assumptions & Req.ID Inspection Value Value 6.4.1.4, HVAC equipment efficiency Efficiency: Efficiency: `❑Complies See the Mechanical systems list 6.4.1.5 :verified. Non-NAECA HVAC ❑Does Not for values. [ME1]2 ;equipment labeled as meeting ❑Not Observable ;90.1. '❑Not Applicable 6.4.3.4.1 :Stair and elevator shaft vents '❑Complies [ME3]3 have motorized dampers that '❑Does Not :automatically close. ❑Not Observable I ❑Not Applicable 6.4.3.4.2, ;Outdoor air and exhaust systems ❑Complies 6.4.3.4.3 ''have motorized dampers that -❑Does Not [ME4]3 =automatically shut when not in ,use and meet maximum leakage ❑Not Observable :rates. Check gravity dampers ❑Not Applicable where allowed. 6.4.3.4.5 Enclosed parking garage ;❑Complies [ME39]3:ventilation has automatic ❑Does Not !contaminant detection and ❑Not Observable ;capacity to stage or modulate `❑Not Applicable ;fans to 50% or less of design capacity. 6.4.3.4.4 ;Ventilation fans >0.75 hp have ❑Complies [ME5]3 automatic controls to shut off fan =❑Does Not `•,when not required. ❑Not Observable ❑Not Applicable 6.4.3.8 `Demand control ventilation ❑Complies [ME6]1 provided for spaces >500 ft2 and ❑Does Not >25 people/1000 ft2 occupant ❑Not Observable density and served by systems ❑Not Applicable 'with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. 6.5.3.2.1 DX cooling systems >= 75 kBtu/h ❑Complies See the Mechanical Systems list [ME40]2 (>= 65 kBtu/h effective 1/2016) []Does Not for values. Band chilled -water and Observable evaporative cooling fan motor hp❑Not ❑Not Applicable >= 1/4 designed to vary indoor `fan airflow as a function of load and comply with operational requirements. 6.4.4.1.1 iInsulation exposed to weather ❑Complies [ME7]3 'protected from damage. []Does Not =Insulation outside of the ❑Not Observable :conditioned space and associated ❑Not Applicable 'with cooling systems is vapor retardant. 6.4.4.1.2 'HVAC ducts and plenums R- R- ❑Complies [ME8]2 :insulated. Where ducts or ❑Does Not ;plenums are installed in or under []Not Observable a slab, verification may need to ❑Not Applicable occur during Foundation Inspection. 6.4.4.1.3 ;HVAC piping insulation thickness. in. in. ❑Complies [ME9]2 Where piping is installed in or ❑Does Not under a slab, verification may ❑Not Observable ,need to occur during Foundation ❑Not Applicable :Inspection. 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 6 of 13 section # Mechanical Rough -in Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Inspection Value Value 6.4.4.1.4 ':Thermally ineffective panel ❑Complies [ME41]3 ;surfaces of sensible heating ❑Does Not panels have insulation >= R-3.5. ❑Not Observable ❑Not Applicable 6.4.4.2.1 Ducts and plenums sealed based :❑Complies [ME10]2 'on static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies [ME11]3 column requires air leakage ❑Does Not testing. ❑Not Observable ❑Not Applicable 6.4.4.2.2 ;Ductwork operating >3 in. water j❑Complies [ME11]3 column requires air leakage ❑Does Not testing. ❑Not Observable ❑Not Applicable 6.4.4.2.2 ; Ductwork operating >3 in. water ❑Complies [ME11]3 column requires air leakage ❑Does Not •:testing. ❑Not Observable ❑Not Applicable 6.4.4,2.2 '' Ductwork operating >3 in. water ❑Complies [ME11]3 ;column requires air leakage ❑Does Not =testing. ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water :❑Complies (ME11]3 Icolumn requires air leakage ❑Does Not 'testing. []Not Observable ❑Not Applicable 6.5.2.3 Dehumidification controls ❑Complies [ME19]3 3 provided to prevent reheating, ❑Does Not recooling, mixing of hot and cold :airstreams or concurrent heating ❑Not Observable ❑Not Applicable .and cooling of the same a i rstrea m. 6.5.2.4.1 €Humidifiers with airstream ❑Complies [ME68]3 .mounted preheating jackets have ❑Does Not preheat auto -shutoff value set to ❑Not Observable ;activate when humidification is '❑Not Applicable ;not required. 6.5.2.4.2 'Humidification system dispersion ❑Complies [ME69]3 '.tube hot surfaces in the ❑Does Not airstreams of ducts or air - ❑Not Observable ;handling units insulated >= R- ❑Not Applicable 0,5, 6.5.2.5 : Preheat coils controlled to stop ❑Complies [ME70]3 heat output whenever ❑Does Not i mechanical cooling, including ❑Not Observable =economizer operation, is active. ❑Not Applicable 6.5.3.5 ! Motors for fans >= 1/12 hp and ❑Complies (ME72]2 < 1 hp are electronically- ❑Does Not commutated motors or have a ❑Not Observable ':70%. minimum motor efficiency of These motors are also ❑Not Applicable ,speed adjustable for either balancing or remote control. 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 jCP).cck Page 7 of 13 Section # Mechanical Rough -In Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Inspection Value Value 6.5.3.5 Motors for fans >= 1/12 hp and ❑Complies [ME72]2 < 1 hp are electronically- ❑Does Not commutated motors or have a ❑Not Observable minimum motor efficiency of ❑Not Applicable €70%. These motors are also speed adjustable for either balancing or remote control. 6.5.3.3 Multiple zone VAV systems with i❑Complies See the Mechanical Systems list [ME42]3 :DDC of individual zone boxes E❑Does Not for values. (have static pressure setpoint -]Not reset controls. Observable ❑Not Applicable 6.5.3.3 Multiple zone VAV systems with❑Complies See the Mechanical Systems list [ME42]3 DDC of individual zone boxes []Does Not for values. have static pressure setpoint ❑Not Observable ;reset controls. ❑Not Applicable 6.5.3.3 Multiple zone VAV systems with ❑Complies See the Mechanical Systems list [ME42]3DDC of individual zone boxes ❑Does Not for values. +have static pressure setpoint reset controls. ❑Not Observable ❑Not Applicable 6.5.3.3 Multiple zone VAV systems with ❑Complies See the Mechanical Systems list [ME42]3 DDC of individual zone boxes ❑Does Not for values. :have static pressure setpoint ❑Not Observable ,reset controls. ❑Not Applicable 6.5.3.3 Multiple zone VAV systems with EComplies See the Mechanical Systems list [ME42]3 =DDC of individual zone boxes ❑Does Not for values. have static pressure setpoint reset controls. ❑Not Observable ❑Not Applicable 6.5.4.2 'HVAC pumping systems >10 hp ❑Complies [ME25]3 designed for variable fluid flow. ❑Does Not ❑Not Observable ❑Not Applicable 6.5.6.1 Exhaust air energy recovery on ❑Complies [ME56]1 systems meeting Tables 6.5.6.1- ❑Does Not 1, and 6.5.6.1-2. ❑Not Observable ❑Not Applicable 6.5.7.1.1 Kitchen hoods >5,000 cfm have ❑Complies [ME32]2 make up air >=50% of exhaust ❑Does Not air volume. ❑Not Observable ❑Not Applicable 6.5.7.1.2 i Conditioned supply air to space :❑Complies [ME46]3 'with a kitchen hood shall 'not ❑Does Not !exceed the greater of a) supply ❑Not Observable ;flow required to meet space heating or cooling, or b) hood ❑Not Applicable =exhaust flow minus the available air transfer from available :spaces. 6.5.7.1.2 Conditioned supply air to space ❑Complies [ME46]3 ;with a kitchen hood shall not ❑Does Not exceed the greater of a) supply ❑Not Observable ;flow required to meet space ❑Not Applicable heating or cooling, or b) hood exhaust flow minus the available =air transfer from available ;spaces. 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 jCP).cck Page 8 of 13 section # Mechanical Rough -In Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Inspection Value Value 6.5.7.1.5 ;Approved field test used to ❑Complies [ME49]3 =evaluate design airflow rates ❑Does Not :and demonstrate proper capture ;and containment of kitchen ❑Not Observable 3exhaust systems. ❑Not Applicable 6.5.8.1 ; Unenclosed spaces that are ❑Complies [ME34]2 heated use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable 7.4.2 'Service water heating equipment . '❑Complies [ME36]2 meets efficiency requirements. ❑Does Not ❑Not Observable ❑Not Applicable 7.4.2 ;Service water heating equipment ❑Complies [ME36]2 `meets efficiency requirements. ❑Does Not ❑Not Observable i❑Not Applicable 6.4.3.9 Heating for vestibules and air ❑Complies [ME63]2 'curtains include automatic ❑Does Not controls that shut off the heating ❑Not Observable ;system when outdoor air temperatures > 45F. Vestibule ❑Not Applicable heating systems controlled by a =thermostat in the vestibule with setpoint <= 60F. 6.5.10 ; Doors separating conditioned ❑Complies [ME73]3 space from the outdoors have =❑Does Not controls that disable/reset ❑Not Observable heating and cooling system when ❑Not Applicable 'open. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 9 of 13 # Rough -In Electrical inspection Complies? Comments/Assumptions & Req ID 10.4.1 Electric motors meet requirements ❑Complies [EL9]2 where applicable. ❑Does Not ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Report date: 01/04/17 Page 10 of 13 Section # Final Inspection Complies? Comments/Assumptions & Req.iD 6.4.3.1.2 ;Thermostatic controls have a 5 °F ❑Complies [F13]3 '•.deadband.❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.2 ;Temperature controls have setpoint ❑Complies [F120]3 overlap restrictions. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.1 ; HVAC systems equipped with at least ❑Complies [FI21]3 :one automatic shutdown control. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.2 ;Setback controls allow automatic i❑Complies [FI22]3 :restart and temporary operation as ❑Does Not required for maintenance. !❑Not Observable ❑Not Applicable 6.4.3.5 ;Heat pump controls prevent ❑Complies [F15]3 'supplemental electric resistance heat ❑Does Not from coming on when not needed. ❑Not Observable ❑Not Applicable 6.4.3.5 ;Heat pump controls prevent ❑Complies . [F15]3 :supplemental electric resistance heat ❑Does Not ,from coming on when not needed. ❑Not Observable; ❑Not Applicable 6.4.3.5 Heat pump controls prevent ❑Complies [FI5]3 `supplemental electric resistance heat❑Does Not =from coming on when not needed. j❑Not Observable ❑Not Applicable 6.4.3.6 'When humidification and ❑Complies [FI6]3 'dehumidification are provided to a ❑Does Not `zone, simultaneous operation is ❑Not Observable: ;prohibited. Humidity control prohibits ❑Not Applicable 'the use of fossil fuel or electricity to produce RH > 30% in the warmest ,zone humidified and RH < 60% in the ;coldest zone dehumidified. 6.7.2.1 ;Furnished HVAC as -built drawings ❑Complies [FI7]3 'submitted within 90 days of system []Does Not acceptance. ❑Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC []Complies [FI8]3 systems within 90 days of system ❑Does Not acceptance. ❑Not Observable j ❑Not Applicable 6.7.2.3 An air and/or hydronic system ❑Complies [F19]1 'balancing report is provided for HVAC jElDoes Not systems serving zones >5,000 ft2 of ❑Not Observable, conditioned area. ❑Not Applicable 6.7.2.4 HVAC control systems have been ❑Complies [FI10]1 tested to ensure proper operation, ❑Does Not calibration and adjustment of controls. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 11 of 13 Section # Final Inspection Complies? Comments/Assumptions & Re .ID 7.4.4.3 ;Public lavatory faucet water ❑Complies [FI11]3 ;temperature <=110°F. ❑Does Not ❑Not Observable ❑Not Applicable 7.4.4.3 'Public lavatory faucet water ❑Complies [FI11]3 :temperature <=110°F. ❑Does Not []Not Observable { ❑Not Applicable 10.4.3 !Elevators are designed with the ❑Complies [FI24]2 proper lighting, ventilation power, and ❑Does Not standby mode. ❑Not Observable '❑Not Applicable 7.4.3 First 8 ft of outlet piping is insulated ❑Complies [FI45]2 ;❑Does Not []Not Observable ❑Not Applicable 7.4.3 ; First 8 ft of outlet piping is insulated ❑Complies [FI45]2 ❑Does Not ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 12 of 13 Project Title: Stor All Wheatridge Report date: 01/04/17 Data filename: C:\Users\john_palmer\Desktop\Wheatridge Stor All (90.1 JCP).cck Page 13 of 13 ELECTRICAL FAULT CALCULATIONS PROJECT: Stor-AII Wheat Ridge 4370 YOUNGFIELD ST WHEAT RIDGE, CO 80033 PROJECT NO.: SAS002 PERMIT SUBMITTAL: 2/22/17 C; -"j 01 Wre-at Ridge j3,fjOn9 Division Ga"owa Planning. Architecture. Engineerine Galloway & Company, Inc. • 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 . www.GallowayUS.com G a0wa Planning. Architecture. Enginee urn -WI Isc 3P 334000Attps lsc SLG O.OAnps CBL -0002 (2)Size 400 karal Copper441C TH)IN.PVC 63.0 fl AnVmiy 7600A CBL -m3 ())Size4AWj Coppor4-VC+G TIIIIN. PVC 53.0 a Ampadty9S.OA PUMP CTR(. ).0 v v CBL -Om (2) Size4O0 katrl Copper4• l,`C tG Tlflf%',PVC 55.0 fl Anpacity 760AA t)PIII 480.0 V COL -0005 CBL -0008 C81.4w CBL4b)0 (I)Six2AHG 0)Sizc4AHG (1)Sim6AHii (I)SizalOAWO Coppa4-IiC+G Copper3•I/C+G Coppet3-V'C+G Copper3.1/C+G TI HIN. P VC TIBCI, PVC TNHN. PVC TI(ILN, PVT I"it 15-Oft 5.0 ft 30A It Ampad(y130.0A Aapwity95.OA Amp-iiy?SAA 14AOA Ampaeity3OAA IPill XIIPLI PR/MARY XIPLI PRIMARY XELEV PRIMARY X380.0 V 3800 V V 11111111111111490,0V 208A V dm&=zOsbv CBtAm XLPLI SECONDARY XF.1.CV SECONDARY 110 2080 V 208.0 v 208,0 v CBL -0012 t (I )Sim I2AH'G (i)Sixi3OAHG b CBI,4014 Copptr4-1ir*G CoppaA-!C*G Cappa2Hirc iV XHPLI a Coppa 4-I.,C+G XLPLI ° 5bft XP,LEV 5.0 fl Anpadty 130.OA Six 45 kVA Sve3OkVA '' s SimlSkv% LPLi ELEV Pri Delta 208A V dm&=zOsbv Pn Delta Pri Delta Svc Mi �r-Gmmd Soc Wt3 ycmund Soc%}v-'rtouuod •:..33666•.4 %Z41690% %7.2.7789 y X IR 0.7 xtlk O S X'R 04 RCLPHI miiiit480A V XHPLI SECONVARY XLPLI SECONDARY XF.1.CV SECONDARY 110 2080 V 208.0 v 208,0 v CBL -0012 CBL -0013 (i)Sixi3OAHG (I)SimZAH1G CBI,4014 Copptr4-1ir*G CoppaA-!C*G (I)Sia6AHG T1BN.' P VC TIDIN. PVC Coppa 4-I.,C+G $Aft 5bft THW. PVC Anpacity 1704A Anpadty 130.OA SA a Ampadty 75AA HPLI LPLi ELEV 248.0 V 208A V dm&=zOsbv Project Name: I Project Number. Calc B : Calc Date: Reviewed Review Dale: Sheet: Stor-All — Wheat Ridge, CO SAS002 JTH D/t 5 7 DNJ 2/21 /17 Page 1 -O-f:3 G all "--'04 o w a A�E SqSq UJt%O Project Name: Project Number: Calc B : Calc Date: Reviewed B Revie �Dat� Sheet: g Stor-All -Wheat Ridge,__ CO SAS002 JTH 2/15/17 DN J 2 21 17 Page 2 of 3 T U o I.? ^^^^I='T H. Project Name: Project Number: Calc B : Calc Date: Reviewed B Revie �Dat� Sheet: g Stor-All -Wheat Ridge,__ CO SAS002 JTH 2/15/17 DN J 2 21 17 Page 2 of 3 Galloway r'r�r'rl r'r�r�r�rlr r r r r r r r r r r d$ o 0 0 E m o=$ a o .,m8-us,sct 35,Em aQ�q LL p m $_m ' =r^^cn x+^_^tea a W `m m�LL� n o �€a m$LL� m m= o c p m c - m'co n a`x e z E $ F m - z — _ 2 2 Z wht= R.. W�ILU u Z �g r'r�r'rl r'r�r�r�rlr r r r r r r r r r r d$ o 0 0 E m o=$ a o .,m8-us,sct aQ�q t�ma� HAS o $_m ' =r^^cn x+^_^tea a m�LL� N P �€a m$LL� m m= o r I r l r I r I r I r I r l r I r r Irl r I r I r 1 r 1 r Irir Pro'ectName: Pro'ect Number. Calc B : Calc Date: Reviewed B : Review Date: Sheet: Stor-All — Wheat Ridge, CO SAS002 JTH 2/15/17I DNJ 1 2/21 /17 Page 3 of 3 o=$ a o .,m8-us,sct 3 t�ma� HAS o $_m ' =r^^cn x+^_^tea a �€a ��aas� aNm$""oo 2! ^ ow a S o0 5,9 OV ^�xc ^u zZ - E eE . ` � m ar ♦ s. U n � 2 p rte[ o w 9 o=y 00 O m v-ui e 6 E - mw-'Nu� o$ cL cavo$ m� e E r m 3 oe H& z N a n a a - 0 N N 110 mo a9ag� as rs�o ^ op zi! 7E mm,rfllz. r ^ _ 9 e ,2 Pro'ectName: Pro'ect Number. Calc B : Calc Date: Reviewed B : Review Date: Sheet: Stor-All — Wheat Ridge, CO SAS002 JTH 2/15/17I DNJ 1 2/21 /17 Page 3 of 3 REPORT OF GEOTECHNICAL ENGINEERING EVALUATION PROPOSED STOR-ALL 12700 WEST 44TH AVENUE WHEAT RIDGE, COLORADO PSI PROJECT NUMBER 0532994 Prepared for Stor-All Development 1375 West Hillsboro Boulevard Deerfield Beach, FL 33442 Attn: Ms. Kristi Bergquiest Prepared by Professional Service Industries, Inc. 1070 W. 124" Street, Suite 800 Westminster, Colorado 80234 (303) 424-5578 July 31, 2015 City of Wheat Ridge Building Division F j Infontwtion ..&L/ d On Eng/neering • Consuffing • Testing DO L!c i s �[t48/S >- PE -42136 > 70 ,a:4 _ Z/aL, NAL Kyle R. Duitsman, P.E. Branch Manager Beau Pearl Staff Engineer Reviewed By, John Ho, Ph.D. Principal Consultant TABLE OF CONTENTS 1.0 INTRODUCTION.......................................................................................................1 2.0 PROJECT INFORMATION.......................................................................................1 3.0 SUBSURFACE INFORMATION...............................................................................2 3.1 SITE GEOLOGY AND GEOLOGIC HAZARDS..................................................................2 3. 2 SUBSURFACE CONDITIONS......................................................................................2 3.2.1 Subsurface Profile............................................................................................3 3.2.2 Groundwater Conditions..................................................................................3 4.0 GEOTECHNICAL EVALUATION..............................................................................3 5.0 SITE GRADING RECOMMENDATIONS...................................................................4 5.1 ENGINEERED FILL....................................................................................................4 5.1.1 Imported Structural Fill.....................................................................................4 5.2 GENERAL FILL PLACEMENT AND TESTING..................................................................5 6.0 GEOTECHNICAL RECOMMENDATIONS................................................................5 6.1 FOUNDATIONS.........................................................................................................5 6.2 SEISMIC PARAMETERS.............................................................................................7 6.3 SLABS ON GRADE....................................................................................................7 6.4 PAVEMENT DESIGN RECOMMENDATIONS...................................................................8 6.4.1 Subgrade Preparation Recommendations......................................................10 6.4.2 Flexible Pavement.........................................................................................10 6.4.3 Agc]regate Base Course.................................................................................10 6.4.4 Riaid Pavement..............................................................................................11 7.0 LIMITATIONS.........................................................................................................11 ATTAC H M E NTS Site Vicinity Map (Figure 1) Boring Locations Map (Figure 2) Proposed Stor-All July 31, 2015 12700 W. 441h Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Page 1 of 11 1.0 INTRODUCTION Professional Service Industries, Inc. (PSI) has conducted a geotechnical engineering evaluation for the proposed Stor-All Self Storage in Wheat Ridge, Colorado. The purpose of our study was to characterize the subsurface strata at the subject site and to develop recommendations for site preparation and foundation design for the proposed development. Our services on this project were performed in general accordance with the PSI proposal No. 152741, dated May 20, 2015 and Stor-All Development, which was signed by Kristi Bergquist with Stor-All on May 26, 2014. PSI's scope of services for the geotechnical study did not include an assessment of environmental conditions in the soil, bedrock, surface water, groundwater, or air, on or below, or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. The report, which follows, presents a brief review of our understanding of the project, a discussion of the site and subsurface conditions, and our recommendations. 2.0 PROJECT INFORMATION PSI understands that Stor-All Development will be constructing a new self -storage facility to be located at 12700 441h Avenue in Wheat Ridge, Colorado. Our project understanding is based on information provided via email by Ms. Bergquist on May 15, 2015. This included a site plan titled, "SAS1 — Wheat Ridge, CO — Youngsvill St — Site Plan AV by Galloway dated May 7, 2015. Based on the site plan, we understand that a new 4 -story building, approximately 109,200 square feet in size will be constructed on the site. No below -grade levels are planned. Drive lanes and parking stalls will be located to the north of the building. The site is approximately 1.8 acres and is currently undeveloped. Site grading information was not provided at the time of this report, therefore, PSI has based this report on cuts and fills being no more than 2 feet. The latitude and longitude of the subject site is approximately 390 46' 38.25" North and commercial and residential structures to the north, east and south. There is a drainage ditch that runs along the east side of the site on the south and then cuts across the middle of the site to a storm drain on the east property line. The site is currently covered by tall grass and sparse trees. The site is relatively level with a 2 to 4 feet downhill trend to the east. Structural loads were not provided, therefore PSI has based this report on column loads not exceeding 400 kips, and wall loads not exceeding 3 kips per linear foot. Slab loads will be based on 150 ps. Pavement loads will be based on an EDLA of 2 for standard - duty pavement and an EDLA of 5 for heavy-duty pavement for a service life of 20 years. Descriptions of the site are based upon observations made during our field exploration program. The geotechnical recommendations presented in this report are based upon the available project information and the subsurface materials described in this report. If any of the noted information is incorrect, please inform us so that we may amend the recommendations presented in this report, if needed. Nom% Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Page 2 of 11 3.0 SUBSURFACE INFORMATION The following sections provide information relating to subsurface conditions encountered at the boring locations and published geologic information in the general vicinity of the project site. The geology section is based upon the "Geological Map of the Greater Denver Area, Front Range Urban Corridor, Colorado" by Donald E. Trimble and Michael N. Machette (1979), and information relating to subsurface conditions within the property encountered at the boring locations from this investigation. 3.1 Site Geology and Geologic Hazards Based on the referenced map by the United States Department of Agriculture Soil Conservation Service, the majority of the site is mapped as being underlain by Handran gravelly loam soils. The Handran series consists of deep, well drained soils that formed in alluvial deposits and glacial drift derived from a variety of rocks. Based on the referenced map by Trimble and Machette (1979), the project site is generally mapped as being underlain by Post -Piney Creek and Piney Creek Alluvium (Upper Pleistocene, Qp) which is described as "Gravel, sand, silt and clay of modern stream flood plains and slightly older low terraces less than 6.1 meters above stream level. Deposits of Bear Creek, Clear Creek Boulder Creek and south Platte River are coarse, cobble gravel near the mounts front." There are a number of bodies of water close to the site. Tabor Lake is approximately 1,600 feet to the southeast, West Lake is approximately 1,300 feet to the south and Upper Mount Olivet Reservoir is approximately 4,000 feet to the northwest. 3. 2 Subsurface Conditions As part of PSI's evaluation of this site 4 hand -auger soil borings (Table 1) were advanced at the site to depths of 2 to 10 feet below existing grade, where auger refusal was encountered. These borings revealed that the proposed building footprint is underlain by native materials, generally consist of Sandy Gravel (GW) with fine to medium -grained sands, silts, and significant amount of cobbles (8- to 12 -inch -diameter) and boulders over 12 inches in diameter. Table 1 Summary of Depths of Borings Boring No. Approximate Depth Below Ground Surface (feet) B-1 10 B-2 2 B-3 2 B-4 2 Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridqe, Colorado Pace 3 of 11 3.2.1 Subsurface Profile Based on the information that was obtained through maps and publications, and our experience with similar sites, we expect that the subsurface soils will consist of well - graded, rounded Sandy Gravel (GW) with silt, and abundant cobbles and boulders. Sedimentary bedrock is expected to be approximately 40 feet below surface grade and should not be encountered during construction of the proposed development. 3.2.2 Groundwater Conditions Groundwater was not encountered during exploration. Historical well data indicates groundwater in the area is approximately 35 to 40 feet below existing grade. The groundwater table may fluctuate throughout the year and may rise significantly during peak run-off (typically in late May and June). Groundwater is not anticipated to affect the construction, provided that the excavations are limited in depth. 4.0 GEOTECHNICAL EVALUATION Based on the subsurface conditions encountered, it is our opinion that the proposed structure may be supported on conventional shallow foundations bearing on the overburden soils encountered. A slab -on -grade floor system may also be utilized for the proposed structure. PSI has been asked to provide recommendations for footing size and bearing depth to limit the amount of vertical movements that the foundations could potentially exhibit. PSI recommends that the proposed structure be founded in alluvial material found on the subject site. The foundation excavations should be observed by a representative of PSI prior to reinforcing steel or concrete placement to assess that the foundation bearing materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Large boulders may be encountered during excavations for footing or general grading operation. PSI recommends boulders larger than 2 feet in diameter be removed from below the building and pavement areas, if encountered and removed from the site. The allowable bearing capacity has been calculated using an internal friction angle of 30 degrees for the sandy gravel soils for footing widths of 24 inches, and for bearing depths of 2 and 4 feet below the existing grade. The potential movement through settlement of foundations has been calculated for the footing depths and can be found in Section 6.1 Foundations. Due to sandy gravel material expected in the upper 5 feet of the site, the pavement design thicknesses for the subject development have been designed on a subgrade support R -Value of 60. PSI should be notified during footing excavation, to verify that the recommendations provided in this report are valid. The following geotechnical design recommendations have been developed on the basis of the described project characteristics and subsurface conditions encountered. Once final design/grading plans and specifications are available, a general review by PSI is required as a means to check that the recommendations presented in the following sections of this report are properly interpreted and implemented. Proposed Stor-All July 31, 2015 12700 W. 441h Ave. PSI Project No. 0532994 Wheat Ridge Colorado Page 4 of 11 5.0 SITE GRADING RECOMMENDATIONS Prior to excavation for foundation construction, the site should be stripped of vegetation, topsoil, loose uncompacted fill, soil stockpiles, debris, large boulders, along with remnants of the existing structure located on the site. The stripped vegetation/topsoil may be re -placed as topsoil in designated landscape areas. Loose soils or stockpiled soils may be incorporated and placed as structural fill. Trash and debris should be disposed of in accordance with local and state regulations. A minimum 12 inches of over -excavation or site build-up is required due to the presence of cobbles and boulders. Footings, slab -on -grade, and site paving should be supported by a minimum 12 inches of compacted Engineered Fill, CDOT Class 1 or similar, using imported structural fill or on-site soils with a maximum particle size no more than 2 inches in order to prevent stress concentration and uneven support. Once the site has been stripped of topsoil and the 12 -inch over -excavation as recommended above, a proofroll should be performed across the site to identify locations of soft or uncompacted materials. The proofroll should be conducted with a loaded tandem -axle dump truck or similar pneumatic -tired equipment with a minimum weight of 15 tons and a maximum weight of 25 tons. It should be noted that difficult excavating may be encountered during grading operations due to the large size of the cobbles and boulders expected to be encountered. Difficult trenching for utility placement will likely also be encountered. 5.1 Engineered Fill Based on PSI's field and laboratory data it is our opinion that on-site overburden soils and fill material satisfying the structural fill gradation below can be re -used for backfill purposes. Backfill material should be properly moisture -conditioned and compacted. Particles over 2 inches (including cobbles and boulders) should not be used for backfill. If unanticipated material such as construction debris, trash, or other undesirable material is encountered during construction, they should be removed off site. 5.1.1 Imported Structural Fill Imported structural fill, if required, should be free of organic or other deleterious materials, have a liquid limit less than 30, a plasticity index less than 10, and meet the following gradation outlined below. This structural fill criteria is intended as a general guideline. Imported structural fill materials should have a swell potential of less than 1 percent when compacted to 95 percent of maximum dry unit weight (MDUW) and at 2 percent below optimum moisture content (OMC) and tested under a swell test surcharge of 500 psf. The MDUW and OMC should be determined by ASTM D698 (Standard Proctor). Screen Size Percent Passing 2 -inch 100 #4 50-100 #200 < 30 Proposed Stor-All July 31, 2015 12700 W. 441h Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Page 5 of 11 Imported fill material proposed for use on this site that does not meet these criteria should be submitted to the project geotechnical engineer for evaluation and approval. The geotechnical engineer should evaluate the proposed import fill prior to purchase and delivery. Fine-grained soils used for fill require close moisture content control and careful placement by the contractor to achieve the recommended degree of compaction and to control swell potential and settlement. 5.2 General Fill Placement and Testing Unless otherwise specified, fill material should be compacted to at least 95 percent of the maximum dry unit weight as determined by the Standard Proctor Test (ASTM D 698). Each lift of compacted fill should be tested for density by a representative of the geotechnical engineer prior to placement of subsequent lifts. Sand fill soils should be moisture conditioned to between two percent below and two percent above optimum moisture content. Fill material should be placed in maximum nine inch loose lifts. A sample(s) of the proposed backfill soil(s) should be obtained for moisture density relationship (proctor test) three to four days prior to backfilling operations to expedite compaction and moisture content testing by the materials testing service provider. Weather conditions in the site area are typically dry in the summer and early fall. While grading can be inhibited for short periods during and following times of precipitation, grading can generally be conducted from late March to October. The major factor that must be considered during the winter months is ground freezing. During extended periods of sub -freezing weather, it can be difficult to properly moisture condition and compact soils. Grading must be conducted during the warmer parts of the day in freezing weather. 6.0 GEOTECHNICAL RECOMMENDATIONS The proposed structure may be founded on continuous or individual column footings bearing on competent overburden sandy gravel material and may also employ slab -on - grade floors, provided particles over 2 inches are removed within 12 inches below the foundation, site paving, and slab -on -grade subgrade, and the site is prepared as previously outlined. Due to inability to extend our borings to depths at and below the expected bearing elevation, PSI must be notified during footing excavation to verify that the recommendations provided in this report are implemented. 6.1 Foundations PSI recommends that the proposed structure be supported on continuous or individual column footings and should be designed for an allowable soil bearing pressure as shown in the following tables: �NAM; l Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge Colorado Page 6 of 11 Allowable Bearing Capacity of Continuous Footing (psf) Allowable Bearing Capacity Bearing Depth of 18 inches (Interior) 2,000 psf Foundation Below Existing Grade 3 feet 3,000 psf Allowable Bearing Capacity of Individual Column Pad (psf) Allowable Bearing Capacity Bearing Depth of 18 inches (Interior) 2,500 psf Foundation Below Existing Grade 3 feet 3,500 psf The allowable bearing capacities provided above are based on a factor of safety of 3 and that the existing grade is at or near the proposed final grade elevation. Continuous footings supporting bearing walls should incorporate a minimum lateral dimension of 24 inches. Exterior column footings should bear at a minimum of 36 inches below final grade for frost protection. Interior column footings should be at a minimum of 18 inches below grade. The uplift capacity of shallow foundations should be limited to the weight of the foundation concrete plus the weight of the soil immediately above the footing. A concrete unit weight of 145 pcf should be used for design purposes. Lateral loads applied to the foundations will be resisted by a combination of passive pressure against the sides and friction along the base. For design purposes, PSI recommends using an equivalent fluid pressure of 60 pcf for the "active" case and 40 pcf for the "at rest" case. A passive pressure of 200 pcf along with a coefficient of friction of 0.5 is recommended. Vertical movement through settlement of foundations founded in silty sand material were calculated to be less than '/2 inch. Differential movements should be on the order of % inch or less between adjacent columns provided that the foundations are founded in the silty sand material. The foundation excavations should be observed by a representative of PSI prior to reinforcing steel or concrete placement to assess that the foundation bearing materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose zones encountered at the bottom of the footing should be removed and replaced with properly compacted fill as directed by the geotechnical engineer. After the foundation bearing materials have been approved, steel reinforcement and concrete should be placed as quickly as possible to avoid exposure of the footing bottoms to wetting and drying. Surface run-off water should be drained away from the JVS Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Pape 7 of 11 excavations and not be allowed to pond. If possible, the foundation concrete should be placed during the same day the excavation is made. If it is required that the excavation be left open for more than one day, they should be protected to reduce evaporation or entry of moisture. Due to the sandy gravel materials, excavations should be careful to prevent caving. 6.2 Seismic Parameters The project site is located within a municipality that employs the International Building Code, 2012 edition. As part of this code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event as well as the properties of the soils that underlie the site. As part of the procedure to evaluate seismic forces, the code requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Site Class for this project, we have interpreted the expected results of soil test borings drilled with the project site and estimated appropriate soil properties below grade to a depth of 100 feet, as permitted by Section 1613.3.5 of the code. The estimated soil properties were based upon data available in published geologic reports and our experience with subsurface conditions in the general site area. Based upon our evaluation, it is our opinion that the subsurface conditions within the site are consistent with the characteristics of Site Class D as defined in Table 1613.3.5 of the building code. The USGS-NEHRP interpolated probabilistic ground motion values near latitude 39.656831 North and longitude 105.024050 West obtained from the USGS geohazards web page are as follows: The Site Coefficients, Fa and Fv presented in the above table were interpolated from IBC Tables 1613.3.5(1) and 1613.3.5(2) as a function of the site classification and mapped spectral response acceleration at the short (SS) and 1 second (Si) periods. 6.3 Slabs -on -Grade A slab -on -grade interior floor slab system may be utilized for the proposed structure provided it is placed on no less than 12 inches of reworked or imported fill. PSI anticipates that slabs -on -grade placed on moisture -conditioned structural fill or native overburden materials could experience total movement on the order of '/2 -inch with differential movements on the order of'/ -inch over a 50 -foot span. If the slab is placed on the existing site soils PSI recommends a subgrade support modulus (k -value) of 150 pci (based on a 1 foot square plate load test) be used for slab design. However, depending on how the slab load is applied, the value will have to be 2% Probability Site Site Period of Event in 50 Coefficient Coefficient years (seconds) (% g) Fa F„ 0.2 SS 118.6—j-1.2 NA 1.0 Sl 5.9 1 NA 1 1.7 The Site Coefficients, Fa and Fv presented in the above table were interpolated from IBC Tables 1613.3.5(1) and 1613.3.5(2) as a function of the site classification and mapped spectral response acceleration at the short (SS) and 1 second (Si) periods. 6.3 Slabs -on -Grade A slab -on -grade interior floor slab system may be utilized for the proposed structure provided it is placed on no less than 12 inches of reworked or imported fill. PSI anticipates that slabs -on -grade placed on moisture -conditioned structural fill or native overburden materials could experience total movement on the order of '/2 -inch with differential movements on the order of'/ -inch over a 50 -foot span. If the slab is placed on the existing site soils PSI recommends a subgrade support modulus (k -value) of 150 pci (based on a 1 foot square plate load test) be used for slab design. However, depending on how the slab load is applied, the value will have to be Proposed Stor-All July 31, 2015 12700 W. 44"' Ave. PSI Project No. 0532994 Wheat Ridge Colorado Pape 8 of 11 geometrically modified. The value should be adjusted for larger areas using the following expression for cohesive and cohesionless soil: Modulus of Subgrade Reaction, ks = ( k ) for cohesive soil and ks = k( B+1 f for cohesionless soil where: ks = coefficient of vertical subgrade reaction for loaded area, k = coefficient of vertical subgrade reaction for 1 x1 square foot area, and 8 = width of area loaded, in feet Where concrete slabs will be covered with tile or other moisture sensitive covering, we recommend the use of a vapor retarder beneath the slabs -on -grade to reduce vapor transmission through the slab. PSI recommends that a minimum four -inch thick free draining granular mat be placed beneath the floor slab to enhance drainage. The soil surface shall be graded to drain away from the building without low spots that can trap water prior to placing the granular drainage layer. Polyethylene sheeting should be placed to act as a vapor retarder where the floor will be in contact with moisture sensitive equipment or product such as tile, wood, carpet, etc., as directed by the design engineer. The floor slabs should have an adequate number of joints to reduce cracking resulting from differential movement and shrinkage. The precautions listed below are considered good construction practice. Due to the moderately expansive soils encountered on-site, these recommendations should be followed to prevent moisture content variation and improve slab performance. Cracking of slabs -on -grade can occur as a result of heaving or compression of the supporting soil, but also as a result of concrete curing stresses. The occurrence of concrete shrinkage cracks, and problems associated with concrete curing may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement, finishing, and curing, and by the placement of crack control joints at frequent intervals, particularly, where re-entrant slab corners occur. The American Concrete Institute (ACI) recommends a maximum panel size (in feet) equal to approximately three times the thickness of the slab (in inches) in both directions. For example, joints are recommended at a maximum spacing of 12 feet assuming a four -inch thick slab. We also recommend that control joints be scored three feet in from and parallel to all foundation walls. Using fiber reinforcement in the concrete can also control shrinkage cracking. Slabs should be separated from exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab. If project structural and architectural details require the slab on grade to be structurally tied to the exterior wall/foundation system, then control joints should be placed in the slab within approximately 3 feet of the wall. The owner must understand and accept the risk of cracking at or near the control joints if the slab on grade is tied to the foundation system. Some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be Proposed Stor-All July 31, 2095 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Pape 9 of 11 largely controlled by proper and responsible site drainage, building maintenance and irrigation practices. Proper slope away from building (5 to 10 percent) and in parking areas (3 to 5 percent) should be maintained. All utility backfill in areas supporting slabs should be moisture -conditioned or dried by scarification, and compacted. Backfill in all interior and exterior water and sewer line trenches should be uniformly compacted. Exterior slabs should be isolated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted to the building foundation or superstructure. 6.4 Pavement Design Recommendations The following analysis and pavement thickness recommendations are in general accordance with AASHTO, and the Colorado Department of Transportation Pavement Design Manual. Based on the sandy gravel material expected near the surface on the subject site during, PSI has assumed an R -value of 25 to support the proposed pavement sections. PSI has been provided design criteria for two pavement categories based on anticipated traffic use and traffic loads. We have been provided with estimated traffic loads to each category expressed in EDLA's, where the EDLA is the equivalent daily load applications of vehicles relative to an 18 -kip single axle load. We have also assumed the following design criteria; a 20 -yr design life, a Pavement Serviceability Index (PSI) of 2.5 and a Reliability of 85%. • Heavy -Duty: 36,500 18 -kip EAL's over a 20 year design life • Standard -Duty: 14,600 18 kip EAL's over a 20 year design life Pavement section options are provided for asphalt over aggregate base course, and rigid (Portland Cement Concrete) pavement. Based on this information for the subject pavement, the following pavement sections were determined, as presented below. Pavement Area Full -Depth Asphalt Section (inches) Composite Asphalt Portland Cement Section Concrete Section (inches) (inches) 4 inches Asphalt Standard -Duty 6 inches over 5 inches Traffic 7 inches Aggregate Base Course 41/2 inches Asphalt Heavy -Duty Traffic 7 inches over 5 inches 9 inches Aggregate Base Course en-wz Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge Colorado Page 10 of 11 Concrete pavement at least seven inches thick is recommended for the trash dumpster run-up due to the heavy wheel and impact loads that this area receives. The run-up should extend far enough away to support all wheels of the sanitation truck while stopped and in the loading position. Concrete pavement is also recommended in areas, which receive continuous repetitive traffic such as product unloading areas and parking lot entrances. 6.4.1 Subgrade Preparation Recommendations To provide for a uniform support of the pavement sections, we recommend that the final subgrade should then be proof -rolled with a heavy pneumatic tire vehicle to identify soft or loose areas that need to be reworked prior to placement of the asphalt paving materials. 6.4.2 Flexible Pavement Allowances for proper drainage and proper material selection of base materials are most important for performance of asphaltic pavements. Ruts and birdbaths in asphalt pavement allow for quick deterioration of the pavement primarily due to saturation of the underlying base and subgrade. Hot bituminous pavement should meet the requirements as detailed for SuperPave Mixtures in Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Material meeting the Colorado Department of Transportation requirements for Grading SX ('/2 inch nominal) for top lift, and Grading S (3/ inch nominal) for the lower layers is recommended. In addition, the following are presented as general guidelines for properties of asphaltic concrete. Parking Lot Asphalt Cement PG 64-22 or PG 64-28 Asphalt Content As per mix design Percent Air Voids 3%2-5 The minimal layer thickness shall be 2 inches and each layer should be a minimum of 2 times the aggregate size. Asphalt material should be obtained from an approved mix design stating the SuperPave Mixture properties, including optimum asphalt content, job mix formula, and recommended mixing and placing temperatures. Materials and construction methods should be in accordance with the CDOT Standard Specifications for Road and Bridge Construction Section 403. 6.4.3 Aggregate Base Course The aggregate base course recommended above should conform to CDOT requirements for Class 5 or 6 aggregate base course per Table 703-2 and construction methods should conform to Section 304 of the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. MAPS Proposed Stor-All July 31, 2015 12700 W. 44th Ave. PSI Project No. 0532994 Wheat Ridge, Colorado Pape 11 of 11 6.4.4 Rigid Pavement The use of concrete for on-site pavements may be considered by the owner. Should concrete pavement be utilized, the concrete should be properly reinforced and jointed and should be constructed from a concrete mixture which has a 28 -day minimum laboratory compressive strength of 4,000 psi. We recommend a maximum water cement ratio of 0.45 and an air -entrainment specification of 5 percent (±1.5 percent) be followed. Expansion joints should be sealed with a polyurethane sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is reduced. 7.0 LIMITATIONS The recommendations submitted are based on the available subsurface information obtained by PSI and design details furnished Stor-All. If there are revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. This report has been prepared for the exclusive use of Stor-All and their consultants for the specific application to the Stor-All Self -Storage located at 12700 West 441 Avenue in Wheat Ridge, Colorado. yll S' $''at44i 00 ce'COo C3 AL a co D � ! {j If �v IT '.� q t d 3 =. LLI .r a IL E3 4* C'� -,, ,s 4* RP 0 m w W a) D a- 0 Z I/mi 0 0 L q -j F- to co U, LVII l 0 Wr co C c, 0 0 C4 43� 6�0 40A�7 ol 2 ! 04 V. Awl a o w a Plan Corrections Report Architectural Review Permit #: N/A Date: 04/11/17 Plan/Case Name: Stor-All Wheat Ridge Architectural Co 4370 Youngfield Street �ci Plan Case Address: Littleton, CO 'LP CIO� KY E STIN Reviewer: N/A HEWS 401110 v CITY OF WHEAT RIDGE �SEp 7500 West 29thAve Kyle Matthew ARG�\�� Wheat Ridge, CO 80033 kylematthews@gallon .1 m (303) 235-2855 (303) 770-8884 Plan Check Comments 1. On sheet CV.OI , please add under Product Data Analysis 2014 NEC requirements (comment #2). Response: Please refer to Sheet (AmI — Applicable Codes hay e been rev ised to reflect 2O 14 \ L( Amendment. 2. On sheet CV.01 under allowable increases, you show 42,000. The calculation for multiple stories would use 200% making it 28,000 Please check this data (comment #3). Response: Please refer to Sheet CV.01 — Per 506.3, "e are allo�v ed an additional '_t)O°„ increase for building square footage above the alloevable limitation in Table 503. Therefore, 14.000 —(14000 x 2) = 43,000 SF per story. Without fire sprinklers, the alloxcable square feet per story is 14000sf and 3 stories. RE: IBC 506.1 EQ. 5-I. We do not need the frontage area increase so only the Fire Sprinkler increase was used (IBC 506.3) where the square footage is permitted to increase 2001,) in addition to the existing square footage. 14000+(14000x_' )-42001). Also. per IBC 504.2 Sprinkler ,ystem increase, an additional story is permitted (4 store mas). 3. On sheet G 1.01 cross section, listed (1) shows the ADA toilet height at 24" max. This would be over the ADA max height of 19 inches (comment #4)? Response: Please refer to Sheet 1,G 1.01 A dimension strip,, has been added for clarity. shod ing I '-11)" _MA`s toilet seat height AFF. Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 o Greenwood Village, CO 80111 o www.GallowayUS.com G a o w a '4 y Planning. Architecture. Engineerinc,. 4. Please check vertical grab baron sheet G1.01 you show 40 Max. This should be 21 min to 30 Max (comment #5). Response: Please refer to Sheet 4 G 1.01 — Per ADA Accessible Guidelines 38 41 (.ADAAG) Section 24.0, the distance to the center line of the bottom of 990 1044 c the bar shall be between 31)"-41" MAF AFF. The dimension string has 54mIn m v been updated to read -39-4 1 " AFF for clarity. 12 max 1370 308 42 min 1065 M Sj O) 5. On sheet G1.01 figure, 10 Accessible vestibules and figure 6 Accessible vestibules need to show a 5 -foot turning radius (comment #6). Response: Please refer to Sheet 10 G1.01 & 6 G1.01 — S (00" MI's'.) wheelchair turning radius has been added. 6. On sheet G2.01 how will you hold the R-13 Batt insulation in an 8 inch thick wall (comment #7) Response: Please refer to Sheet G-10 I — Precious drawin,, for mall type W" -r> contained=raphical errors. 'Aall type W" -y has been - reg iced to show insulation filling entire cavity of w -all. 7. Please label all fire rated walls on sheets (comment #9) Response: Please refer to Sheet G 1.02. A 1.01-A 1.04 & A0.01 -A6.02 — Fire rated wal is ha%e been rev ised to show the 2 -hr fire -rated linet,.pe graphic, as well as wall tags, for clarity. 8. On sheet A6.03, triangular openings at the side of the stair formed by riser please show 6" maximum clearance in diameter (comment #10). Response: Please refer to Sheet A0.03 — Stair details ha%e been rev iced graph icalI to clearly shov% that strin,'er closes the side of the stair as required by code. 9. Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge (comment #13). Response: Ackno%k ledged. 10. Prior to CO or final, the GC shall provide as built in PDF (comment #14). Response: Acknowledged. 11. Signs on building permitted separately (comment #15). Response:.AcknoMedged. 12. Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you takeout in the office (comment #16). Response: Acknow edged. Galloway & Company, Inc. 9 303.770.8884 a 6162 S. Willow Drive, Suite 320 e Greenwood Village, CO 80111 + www.GallowayUS.com Ga,:,oway Planning, Architecture. Engineering 13. Please show panic hardware on all ADA egress travel doors (comment #17). Response: Please refer to Sheet A7.0' — Door and Frame Schedule has been rev ised, as will as a Door Hard" are Schedule has been added to provide panic hardware details. 14. On sheet A6.21, will the steel beams embedded in the center wall between the elevators be fire protected (comment #18)? Response: Please refer to Sheet A6.21 — The steel beams centered between the elevators are not fire rated because they are not structural load bearing beams. They are required to help attach elevator equipment and do not need to be fire rated. 15. Will the sprinklers be in the attic (comment #20)? Response: This comment does not apply, as this particular building does not ha%e an attic. 16. On sheet A0.02 # 10, trash enclosure has a listed to be 7'-4" Wheat Ridge does not allow more than 6 foot. Please correct this height. (comment #22) Response: Please refer to Sheet A0.02— Tile hei;ht of the trash enclosure has been revised to be tall. 17. On sheet A4.01 Elevator machine room has 2 hour rated walls, you show a UT -103 door that has a rating of 90 minute. This should be a 1-1/2 hour rated door? (comment #23) Response: Please refer to Sheet A4.0I — Door UT -103 has been revised to be a I-1-2 hour rated door. 18. On sheet A4.01, the fire riser room has 2 hour rated walls and shows a door listed UT -101. I do not see this door listed on the door schedule located on sheet A7.02. (comment #24) Response: Please refer to Sheet A7.02 — Door UT -101 has been added to the door schedule. 19. On sheet A4.01 the electrical room door does not had a door schedule # What is the fire rating of this door and please add a door schedule (comment #25). Response: Please refer to Sheet A0.01 & ,A7.02 — The Electrical Room Door (UT -12) has been added to the door schedule, along with its fire rating. 20. On sheet A4.03 please show safety glass on door OF -IOTA (comment #26). Response: Please refer to Sheet A4.03 — Door OF -101 A has been re%ised to shoe clear insulated safety glass (CSIG-1). as well as Storefront Legend providing additional information on glass. 21. Please identify all safety glass for all windows on sheets (comment #27). Response: Please refer to Sheet 4.02 & A4.03, -- All applicable doors. %%indo�tis storefronts have been revised to show clear insulated safety glass (CSIG-1 ), as well as Storefront Legend pro%iding additional information on glass. Galloway & Company, Inc. • 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 • www.GallowayUS.com Ga70 owa Planning. Architecture. Engineering. Plan Corrections Report Structural Review Permit M N/A Date: 4/11/17 Plan/Case Name: Stor-All Wheat Ridge Structural Contact: 4370 Youngfield Street Plan Case Address: Littleton, CO Reviewer: N/A 51918 OF RIDGE ••`,'( CITY WHEAT F .( !.: G�� 7500 West 29thAve Tyler Ha ONAL E� Wheat Ridge, CO 80033 TylerHarringto Us'COM (303)235-2855 (303)770-8884 Plan Check Comments 1. Please note that all structural steel and welding will need to be inspected by third party inspection (comment #11) Response: Plcasc refer to Sheet SUtt I — Tliis information is noted under "Special In;peruons and I csting'" and "Schedule of Special Inspections" in the Structural Steel portion. Con tractor, Okner will be responsible for making sure you are added to 3':" part', report distribution list. 2. We will need engineer inspection report for concrete work (comment # 12). Response: Please refer to Sheet S()u I - Chis informanon is noted under "Special Inspections and Testing- and "Schedule of Special Inspections" in the 'Concrete Construction' portion. ContractorO�k ner kill be responsible for making sure you are added to 3�'� party report distribution list. 3. On sheet S001, you show under special inspections and testing that you used seismic design D. Wheat Ridge falls under seismic zone B (comment #19)? Response: Please refer to Sheat SOUI — This \�as a typo. It kas listed correctly in the Design Criteria section but incorrectly in this section. That note has been updated to say "This project is seismic design category B, and structural observation for seismic resistance is not required." Galloway & Company, Ing.. 303.770.8884. 6162 S. Willow Drive, Suite 320 a Greenwood Village, CO 80111 . www.GallowayUS.com ' .,, �.4-r .. _,q .. � �� _ � '. � � � •�t .�. ...; q> Ga10no owa Manning Architecture. Engineering_ Plan Corrections Report Electrical Review Permit #: N/A Date: 04/11/17 Plan/Case Name: Stor-All Wheat Ridge Electrical Conta �pp0 WCF� Plan Case Address: 4370 Youngfield Street Littleton, CO O S v : j�0 SS�ZO 895 Reviewer: N/A CITY OF WHEAT RIDGE 7500 West 29thAve ay David Jessen Wheat Ridge, CO 80033 davidjessen@gallowayus.com (303)235-2855 (303)770-8884 Plan Check Comments 1. On sheet E 1.01 What are the appliances located in the room adjacent the Janitor room labeled PL -103 (comment #21)? Response: Please refer to Sheet E I m I — The appliances located in the room adjacent (break room) to the Janitor froom are shown and labeled on the enlarged room plans, sheet >>E1.01. Galloway & Company, Inc. 9 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 o www.GallowayUS.com GaIlloway Final Drainage Report for STOR-ALL STORAGE Youngfield Street Wheat Ridge, Colorado Developer: Stor-All Storage 1375 W. Hillsboro Blvd. Deerfield Beach, FL 33442 Prepared by: Galloway & Company, Inc. 6162 S Willow Drive, Suite 320 Greenwood Village, CO 80111 Phone (303) 770-8884 Fax (303) 770-3636 Attn: Adam Koester, P.E. Prepared: February 6, 2017 Revised : March 17, 2017 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: j2f DRAINAGE O SIDEWALK O CURB B GUTTER 0 STREET ❑ MISCELLANEOUS ❑ PLAT COMMENT CIVIL ENGINEER AT SUBJEC — O_F#ELD INSCTIONS P� o P013--.0 O6. i`^r 46516 �. .Z IIZI, �-�.••c�a `ss'lnrues, EAG` CITY OF WHEAT RIDGE PUBLIC WORKS DATE P'7 J3 RECEIVED o:Z f i311:Z 3 " S V,6 *64.7r--fZ Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 . Greenwood Village, CO 80111 . www.GallowayUS.com Table of Contents I. Introduction.................................................................................................................. 2 SiteLocation.........................................................................................................2 SiteDescription.................................................................................................... 2 Proposed Project Description............................................................................... 3 Flood Hazard and Drainage Studies Relevant to the Site .................................... 3 II. Historic Drainage System............................................................................................ 3 MajorBasin........................................................................................................... 3 Sub -Basin and Site Drainage............................................................................... 4 III. Developed Drainage System...................................................................................... 5 Criteria.................................................................................................................. 5 Runoff................................................................................................................... 6 Detention.............................................................................................................. 8 OpenChannels...................................................................................................10 StormSewers.....................................................................................................11 IV. Summary .................................................................................................................11 VI. References..............................................................................................................13 Appendices: A. Vicinity Map, FIRM Map, Soils Map B. Hydrologic Calculations C. Hydraulic Calculations D. Drainage Maps 1 I. Introduction This Final Drainage Report has been prepared by Galloway & Company, Inc. for Stor- All Storage, the developer of the site, to fulfill the drainage requirements of the City of Wheat Ridge. The purpose of the report is to analyze and quantify expected developed runoff from the proposed development, to analyze the storm water quality effects of the proposed development, to verify the adequacy of the downstream stormwater conveyance facilities and to ensure conformance with the City of Wheat Ridge drainage criteria. Site Location The site is located in the city of Wheat Ridge within Jefferson County, Colorado. The site lies within the southeast 114, northwest'/4 Section 20, Township 3 South, Range 69 West, of the 6th Principal Meridian. The property is vacant and roughly triangular in shape and is located east of Youngfield Street and south of W. 44th Avenue. The west side of the site fronts Youngfield Street with 1-70 beyond. East of the site are residential properties and Xenon Street and a truck repair facility adjacent to the extreme northeast corner. The north side of the site is bounded by an existing public detention facility with 44th Avenue beyond. South of the site lies an additional residential property which is also utilized as a contracting business and yard. Site Description The project site consists of 1.8 acres that is generally covered in native grasses. The site slopes generally 0-2% from the southwest to the northeast. A large irrigation ditch, the Bayou Ditch, bisects the site running generally southwest to northeast and the smaller Slater -Moody Ditch parallels the south property line. 2 According to the NRCS — Web Soil Survey the development area consists mostly of Loveland variant gravelly sandy loam and the Alda-Niwot formation which are categorized as hydrologic soil group B. Proposed Project Description The proposed development will consist of the construction of an approximately 110,000 square foot internal climate controlled storage facility and the accompanying parking, water, sewer, drainage and landscaping infrastructure. Additionally, the Bayou irrigation ditch on the site will be improved and realigned to facilitate the development. Flood Hazard and Drainage Studies Relevant to the Site No existing drainage studies exist for the site. However, the drainage study for the I- 70/State Highway 58 Interchange was reviewed to ensure no negative impacts to the water quality pond adjacent to the site. The Federal Emergency Management Agency's Flood Insurance Rate Map (FIRM) for the Jefferson County, Colorado, Map Number 08059CO194 F, dated February 5, 2014 indicates the project site to be in Zone X — "Areas determined to be outside 500 -year floodplain." II. Historic Drainage System Major Basin The site lies about'/4 mile north of Clear Creek and falls within the Clear Creek drainage basin. In the area of the project, the basin is heavily urbanized with commercial, industrial and older residential neighborhoods occupying the available buildable space. Even though the area in the vicinity of the project is highly urbanized, the older nature of the surrounding neighborhoods has left the area without well-developed stormwater infrastructure. As a result the many irrigation ditches that bisect the neighborhood have become de facto primary storm water conveyances. This includes the Bayou Ditch bisecting the site, to which the adjacent roadways and developed properties discharge. 3 The Bayou ditch ultimately reconnects to Clear Creek approximately 4.5 miles northeast of the site in the vicinity of 53rd Avenue and Sheridan Boulevard. Because the Bayou Ditch acts as a major drainage conveyance in this part of the basin, the Ditch Company can shut off the head gate at the intake of Clear Creek to allow stormwater flows to pass through the system. Sub -Basin and Site Drainage The site consists of four main historic basins H-1 through H-4. H-1 through H-3 drain to the Bayou Ditch and Basin H-4 drains to the Slater -Moody Ditch Basin H-1 (0.335 ac) consists of portions of the Youngfield Street/1-70 right-of-way and portions of the site north of the Bayou Ditch. The area is extremely flat, especially the on-site portions of the basin, but generally discharges overland at a rate of 0.88-cfs to the northeast and into the truck repair facility. Once in the truck repair facility it is collected in their drainage system which overflows to the Bayou Ditch. Basin H-2 (0.654 ac) consists of the areas of the Youngfield Street/1-70 right-of-way and portions of the site immediately adjacent to the Bayou Ditch. This area discharges overland at a rate of 2.79-cfs directly into the Bayou Ditch where it flows off-site to the northeast. Basin H-3 (1.028 ac) consists of the area south of the Bayou Ditch but north of the Slater -Moody Ditch. Runoff of 2.70-cfs from this basin travels overland in a general northeasterly direction and into the adjacent residential lots and streets as offsite flow. Because of the many outbuildings and landscaping improvements made by the homeowners, the precise flow path is unclear once runoff leaves the site, however the basin generally trends northeasterly up Xenon Street and into an inlet at the southwest corner of the intersection. This inlet discharges at a rate of 2.79-cfs directly into the Bayou Ditch. M Basin H-4 (0.045 ac) consists of the brushy area adjacent to the Slater -Moody Ditch. Runoff from this area discharges at a rate of 0.15cfs directly into the Slater -Moody Ditch and is conveyed eastward off-site where the flows are consumed by shareholders in the ditch and dissipates into uplands. Offsite flows are not anticipated to affect the site. Flows east of the crown of Youngfield Street are collected in the inlet within the east curb line of Youngfield and flow under Youngfield Street to the west and enter a small water quality pond before entering another pipe to the north and flow back to the CDOT detention pond. Flows north of the site within Youngfield Street were designed not to exceed one foot freeboard of depth at the flowline and as a result, the back of sidewalk was set 1' above the adjacent flowline elevation. There is potential for run-on from the adjacent residential sites to the east but a swale has been designed along the east property line to allow any flow to be conveyed northward to the ditch where these properties historically discharged. Any overflows from these areas will follow historic drainage patterns which trend northeastward to Xenon Street through indeterminate flow paths as noted above. Potential off-site flows from the south will not reach the site drainage system but rather will be intercepted by the Slater Moody ditch, as has occurred historically An analysis of the flows from these basins can be found in Appendix B. III. Developed Drainage System Criteria Because of the small basin size, the rational method was used to compute flows for this project in accordance with the USDCM. All storm conveyances are designed to accommodate the 100 -year major storm so the analysis of the 5 year minor storm was not conducted. A summary of sub basin areas can be found in Appendix B. Pipe hydraulics were solved using StormCad which solves models using the gradually varied flow method. The model uses Manning's equation to model gravity friction losses respectively and HEC -22 to model entrance and exit losses. Inlet hydraulics were calculated using the available Urban Drainage inlet models for the Wheat Ridge Curb 5 inlet -and manufacturer provided capacity curves for the Nyloplast inlets. Additionally the pond outlet works and weir design were sized using the latest Urban Drainage detention pond design spreadsheets. Runoff The site will consist of five major basins (Basins 100, 200, 300, 400, and 500) each comprised of multiple sub -basins. Basin 100 (1.119 ac) drains to the proposed full spectrum detention pond. This basin is comprised mostly of parking, curb and gutter, landscaping, and the building roof. The proposed storm sewer system will capture flows within inlets and convey runoff for the 100 -year storm event. Developed flows are routed to the onsite detention pond located at the north end of the site. Flows from the pond are released into a proposed manhole connected to the existing Bayou Ditch conveyance pipes near the northeast corner of the site. The inclusion of the full spectrum detention pond allows flows entering the ditch to be treated to an enhanced level of water quality and control the release rate of larger flows to less than historic levels. Basin SubBasin Area (ac) Q100 (cfs) 100 101 0.669 5.16 102 0.048 0.21 103 0.244 1.98 104 0.158 0.60 Table 1 — Basin 100 Area & Runoff Basin 200 (0.114 ac) consists mostly of landscaping with a small portion of sidewalk. Flow from this basin is intercepted in grass swales which reduces peak runoff and which will approximate historic water quality conditions. These grass swales discharge to a storm sewer connecting directly into the proposed manhole connected to the existing irrigation ditch conveyance pipes near the northeast corner of the site. Because of the uncertainty in the drainage patterns of the adjacent residential properties, the grass swale in this basin was held below the adjacent property line so as to capture the bulk of the runoff from the site and to allow run-on that matches historic conditions. 0 Summing the peak outflow of the detention basin in Basin 100 and the peak runoff of Basin 200 yields a peak release of 2.61 cfs which is less than the historic peak release of Basin H-2, 2.79 cfs, meaning there is no negative hydraulic impact to the Bayou Ditch as a result of these flows. Additionally, with the incorporation of the full spectrum detention pond and because the proposed land use types of Basin 200 mimic undeveloped conditions the water quality of the Bayou Ditch is not negatively impacted by these discharges. Runoff calculations can be found in Appendix B to support this conclusion. Basin SubBasin Area (ac) Q100 (cfs) 200 201 0.362 1.12 202 0.089 0.40 203 0.018 0.08 204 0.007 0.06 Table 2 — Basin 200 Area & Runoff Basin 300 (0.169 ac) consists of the small on-site landscaped area which flows off-site undetained through the truck repair facility and the adjoining residential properties into Xenon Street and the inlet connecting to the Bayou Ditch. Historically, 0.88 cfs has discharged to the truck repair facility and 2.7 cfs has discharged to the adjacent residences and Xenon Street in the 100 -year runoff producing event. In the proposed condition 0.22 cfs discharges to the truck repair facility and 0.50 cfs discharges to the adjacent residences and Xenon Street respectively, in the 100 -year runoff producing event. Because these areas consist of only landscaping, they mimic historic water quality conditions and because the areas discharging offsite have been reduced, the impact to adjacent properties as a result of runoff has been reduced as well. Runoff calculations can be found in Appendix B to support this conclusion. Basin SubBasin Area (ac) Q100 (cfs) 300 301 0.118 0.50 302 0.051 0.22 Table 3 — Basin 300 Area & Runoff 7 Basin 400 (0.037 ac) consists of on-site landscaping north of the proposed detention pond and the area immediately adjacent to Youngfield Street near the proposed driveway cut. These basins flow directly into the Youngfield Street right-of-way or the existing water quality pond north of the site. The undetained 100 -year release from basin 400, 0.17 cfs, is offset by the flows being accepted from the right-of-way in Basin 102, 0.21 cfs, resulting in a net decrease of flows into the Youngfield right-of-way and Public City pond when compared to what the tributary area these facilities were designed for. Runoff calculations can be found in Appendix B to support this conclusion. Basin SubBasin Area (ac) Q100 (cfs) 400 401 0.027 0.11 402 0.010 0.06 Table 4 — Basin 400 Area & Runoff Basin 500 (0.052 ac) consists of the landscaped area adjacent to the Slater -Moody Ditch. This area consists of landscaping only, with the exception of the concrete lined channel for the Slater -Moody Ditch and mimics the water quality conditions prior to development. The area tributary to this ditch has been slightly increased resulting in a slightly higher local contribution of flow to the ditch in major events. This increase is marginal, from 0.15 cfs to 0.22 cfs, but if the ditch exceeds capacity it will overflow into the Bayou Ditch at the head gate at the southwest corner of the property. Basin SubBasin Area (ac) Q,00 (cfs) 500 501 0.052 0.22 Table 5 — Basin 500 Area & Runoff Detention The site lies approximately '/o mile north of Clear Creek but does not discharge directly to the creek so a full spectrum detention basin will be constructed to provide water quality and detention for areas with increasing impervious area, Basin 100. Areas around the perimeter of the site will drain to the surrounding properties undetained and basin 200 will discharge directly to the ditch undetained. As a result these areas are not included in the detention but as noted above, discharge rate will be decreased and the 0 landscaping mimics historic ground cover so water quality will mimic historic conditions as well. Because the pond discharges to the Bayou Ditch which conveys a relatively steady decreed rate of 105 cfs during the spring and summer months, the ditch was modeled to determine the required pipe size and hydraulic grade line contained within the ditch. The results demonstrate that the Bayou ditch would require a 48" pipe and the hydraulic grade line within the ditch was determined to be at an elevation of 5432.61 ft. entering the custom manhole. As a result, the micropool water surface elevation contained within the pond was set to this elevation. Further, to prevent the ditch tailwater from entering the pond in higher flows, a check valve will be installed downstream of the outlet structure. The top of berm elevation is 5436.50 ft. The pond was sized using the latest Urban Drainage Design spreadsheets which use hydrographs to produce release rates and storage volumes for the EURV and 100 -year detention volumes. In this design the 100 -year detention volume is added to the EURV to determine the final pond volume. A summary of the volumes and water surface elevations is presented in the table below. The design spreadsheets are provided in Appendices B and C. Table 6 — Pond Volume Summary Release rates are designed to provide conformance with the State of Colorado requirements for detention ponds such that 97% of the runoff from events equal to or smaller than the 5 year are released in less than 72 hours and that 99% of the runoff 0 Required Volume (ac -ft) Provide Volume (ac -ft) Water Surface Elevation (ft) EURV 0.059 0.059 5434.78 100 -Year + EURV 0.138 0.148 5435.40 Top of Berm 5436.50 Table 6 — Pond Volume Summary Release rates are designed to provide conformance with the State of Colorado requirements for detention ponds such that 97% of the runoff from events equal to or smaller than the 5 year are released in less than 72 hours and that 99% of the runoff 0 from events greater than the 5 year are released in less than 120 hours. To achieve this, the peak release rate of the EURV is 0.031 cfs and the peak 100 -year release rate is 1.1 cfs. The release rate of the EURV is controlled by an orifice plate on the face of the outlet structure and the 100 -year release is controlled by a restrictor plate. The outlet structure will be a modified CDOT type C inlet with an aluminum bar grate consistent with the latest details recommended by UDFCD. Design calculations for these items can be found in Appendix C. A concrete trickle channel will be constructed in the bottom of the pond to facilitate complete drainage of the pond and prevent marshy conditions that would hinder maintenance. Additionally the pond bottom will be graded at a minimum of 2% toward the trickle channel to ensure complete drainage of the pond. Excess stormwater will be passed via a weir at the north side of the pond. This weir will discharge north into the existing CDOT Water Quality Pond and ultimately into the Bayou Ditch. Because the 100 -year pond inflow is so small and could be conveyed through a relatively small crest length a crest length of 6 feet was used to facilitate constructability. The weir end slopes are to be constructed at 4:1 to the top of the berm. This results in a weir depth of 0.30 feet when conveying the peak 100 -year inflow. The crest to berm height on the weir is 1 foot leaving ample additional capacity. Weir calculations are presented in Appendix C. Open Channels Grass swales will be used to convey stormwater throughout the site. Specifically these will be used in Basin 200 to convey the landscaped area along the south and east sides of the site. Additionally these will be used in Basin 100 to convey flows from the roof (sub basin 101) to the swale in 102 and into the inlet to the storm system. When the channel slope is less than 2%, the channels will have a small concrete pan included at the flowline to prevent marshy conditions and ensure positive drainage. This occurs west of the building in Basin 100 and in the southeast corner of the property in Basin 200. These channels will serve to lengthen the time of concentration of these basins 10 and reduce developed runoff rates. They will be sized to convey the 100 year flows of the tributary on site basins. Additionally, because the drainage patterns of the adjacent residential properties are uncertain, the swales in Basin 200 will be kept lower than the adjacent property lines so as to accept any flows that may have historically drained to the site. Channel capacity calculations are presented in Appendix C. Storm Sewers The pipe run that lies fully within the Youngfield ROW will be owned and maintained by the City and will be constructed to Wheat Ridge and CDOT standards. All other storm sewers included with the project are private in nature. The piped irrigation ditch will be constructed to Bayou Ditch standards. This includes utilizing class III RCP and providing access ports and trash racks at appropriate locations. Other storm sewers may be any acceptable storm sewer material such as HDPE, PVC, RCP or CMP at the contractor and owner's option. The minimum pipe slope is 0.5% and where storm sewers tie into the Bayou Ditch a check valve will be installed to prevent ditch flows from entering the storm sewer. Flows in the storm sewers are generally subcritical. There are two exceptions to this. First, the most upstream segment of the Bayou Ditch and the out fall from the pond to the Bayou Ditch are super critical. The hydraulic jump in the Bayou Ditch is contained completely within the storm sewer system and has been modeled in the site hydraulic model. The supercritical nature of the pond outfall is due to the incredibly small flow rate relative to the pipe size and is completely contained within the storm sewer system. The hydraulic grade line for the Ditch piping is based on 105 cfs. IV. Summary The proposed development has been designed in accordance with the applicable State of Colorado, Urban Drainage and Flood Control District, and City of Wheat Ridge standards. Other conveyances, such as the Bayou Ditch, have been designed to meet their standards. Because this site provides a release rate reduction to ditch facilities and provides stormwater quality treatment in accordance with best engineering practices, 11 the site's impact on the Bayou Ditch has been reduced relative to historic conditions. As a result, a variance to their policy restricting the acceptance of storm water is reasonable and consistent with other development in the area. Additionally, the site defines clear drainage patterns for both on-site flows and potential off-site flows for adjacent properties that will reduce the effects of stormwater on adjacent properties. 12 VI. References 1. City of Wheat Ridge Site Drainage Requirements, Current Edition 2. Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District, January 2016. 3. Flood Insurance Rate Map — Jefferson County, Colorado and Incorporated Areas Community Panel No. 08059CO194 F, Effective February 5, 2014. 4. Soil Map — Golden Area, Colorado, Parts of Denver; Douglas, Jefferson and Park Counties as available through the Natural Resources Conservation Service National Cooperative Soil Survey web site via Web Soil Survey 2.0. 5. Hydrology & Hydraulics Report Stormwater Management Plan for the Youngfield Street Improvements from 38th Avenue to Ward Road, Wheat Ridge, Colorado Prepared by Felsburg Holt & Ulevig dated April 18, 2006 and updated May 23, 2006. 13 Appendix A — Vicinity Map, FIRM Map, Soils Map 0 W 52ND AVE. W 52ND AYE !1 D b !, C3 m mm 0 PROJECT SITE 3 44TH, AVE i 44TH.. AVE W 42ND AVE i 70 �--- VICINITY MAP NOT TO SCALE N rqqti �a;.$P1 1a spg gg�� g gg sni @ B Ela § It 4, 4 $€4 Y .e. I M m . y53 9y 18 3 B €��. s '�" �at'iall I n, Hil— ss 1 �o tE9, n 1 JjU iii §§o E@ s p IN, $Eiji 11a 1�� ~ Isi9a�BLr i Zs €g 4x $�x�aeas as 4, .e. I M m . y53 —Yggsa r 49� 2 3 B €��. s '�" �at'iall I n, Hil— ss 1 �o tE9, n 1 JjU iii §§o E@ s p IN, $Eiji 11a 1�� ~ Isi9a�BLr i Zs €g 4x $�x�aeas as 4, I M m . y53 —Yggsa r Y � X n i - � x , r 3 B €��. s '�" �at'iall I n, Hil— ss 1 �o tE9, n 1 JjU iii §§o E@ s p IN, $Eiji 11a 1�� ~ Isi9a�BLr i Zs €g 4x $�x�aeas as USDA United States Department of Agriculture �i� Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties February 19, 2016 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/ nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 SoilMap..................................................................................................................7 SoilMap................................................................................................................8 Legend..................................................................................................................9 MapUnit Legend................................................................................................10 MapUnit Descriptions........................................................................................10 Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties...................................................................................................12 2—Alda-Niwot complex, 0 to 2 percent slopes............................................12 89—Loveland variant gravelly sandy loam, 0 to 2 percent slopes..............13 References............................................................................................................15 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil - landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 11 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 M..TZ,8 oSOT V- 0 0- :3 7 Q O (z U3 N O CI) E O cn 7 U M.T£.8 oSOT 2 tzOO C rt A�A �1 O£T£O" OTT£O" 060£OOt OLO£O" OSO£Obt D£0£Obb MOW" 066ZObb M.TZ.8 oSOT 00 .M, mN V R N Ln W X Q (yl CO Q a a � o m o z +. M.T£.8 oSOT z Ri E O 0 O �O N C C .0 O @ O N O C) N N @ C) In j) . N j N O C a) a) O U_ U N fN0 fUU6 co -0 a) C Q @ y @ C V U V a (M Z@ 0 L N j `O m N �p j @ O. U E a) 'O cn L N a) "O N E @ c 01 d 7 O m c0 O y N — Y Z N N V .d @ d .� O 00 a) d w a) @ y U fn N (�4 E O C N O U .O a) M C N O U Q. ' Q) co :@ o �' m m N T N L N Z 00 N �' E Q 3 w c N E @ c- CL 0 n w N C N j '7 Q @ c�i 3 o L o O CL (D d @ E U. 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C O J d ... ... N y N CL EN M j i4 n O (U a) c O c mmC c c m p_ O O C Oa) LU W °Ty> °' 0 3 d d O CLL3O ao0 U p y > fa O > >Qp aU C aa CQ "UO (n n n m m J J 2'M 2 d x (n !q N N [n N m a c m N J 0 ® CL N Q N E O 0 Custom Soil Resource Report Map Unit Legend Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (C0641) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 2 Alda-Niwot complex, 0 to 2 percent slopes 0.4 20.9% 89 Loveland variant gravelly sandy loam, 0 to 2 percent slopes 1.4 79.1% Totals for Area of Interest 1.8 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If 10 Custom Soil Resource Report intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties 2—Alda-Niwot complex, 0 to 2 percent slopes Map Unit Setting National map unit symbol: jpn4 Elevation: 5,200 to 6,200 feet Mean annual precipitation: 13 to 17 inches Frost -free period: 126 to 142 days Farmland classification: Prime farmland if irrigated Map Unit Composition Alda and similar soils: 45 percent Niwot and similar soils: 40 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Alda Setting Landform: Meander scars, terraces, valley floors Down-slope shape: Linear Across -slope shape: Linear Parent material: Calcareous, stratified alluvium Typical profile H1 - 0 to 11 inches: loam H2 - 11 to 38 inches: stratified loamy sand to loam H3 - 38 to 60 inches: very gravelly loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: About 24 to 36 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: Low (about 5.6 inches) Interpretive groups Land capability classification (irrigated): 2w Land capability classification (nonirrigated): 3s Hydrologic Soil Group: B Other vegetative classification: WET MEADOW (48AY315CO) Description of Niwot Setting Landform: Meander scars, terraces, valley floors 12 Custom Soil Resource Report Down-slope shape: Linear Across -slope shape: Linear Parent material: Alluvium Typical profile H1 - 0 to 13 inches: gravelly loam H2 - 13 to 60 inches: very gravelly sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high .(0.60 to 6.00 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Available water storage in profile: Low (about 3.4 inches) Interpretive groups Land capability classification (irrigated): 3s Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A/D Other vegetative classification: WET MEADOW (48AY315CO) Minor Components Fluventic haplaquoll Percent of map unit: 15 percent Landform: Oxbows 89—Loveland variant gravelly sandy loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: jpql Elevation: 5,200 to 6,500 feet Mean annual precipitation: 13 to 17 inches Frost -free period: 126 to 142 days Farmland classification: Prime farmland if irrigated and drained Map Unit Composition Loveland variant and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. 13 Custom Soil Resource Report Description of Loveland Variant Setting Landform: Stream terraces, valley floors Down-slope shape: Linear Across -slope shape: Linear Parent material. Calcareous, gravelly, loamy alluvium Typical profile H1 - 0 to 9 inches: gravelly sandy loam H2 - 9 to 12 inches: gravelly sandy clay loam H3 - 12 to 28 inches: very gravelly sandy loam H4 - 28 to 60 inches: very gravelly sand, very gravelly loamy sand H4 - 28 to 60 inches: Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 24 to 60 inches Frequency of flooding: Rare Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 2s Land capability classification (nonirrigated): 3s Hydrologic Soil Group: B Ecological site: Overflow (R049XY036CO) Minor Components Alda Percent of map unit. 10 percent Aquic ustochrepts Percent of map unit: 5 percent Landform: Flood plains 14 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/ deta i I/national/soils/?cid=n resl 42p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres 142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nres/detai I/national/soils/?cid=nres 142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres 142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 15 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres 142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www. n res. usda.gov/wps/portal/n res/detail/national/soils/? cid=nres 142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf 16 Appendix B — Hydrologic Calculations 1.9 O Wwm m L.J w O N 0 LL N W F- E E 0 o li L N U >` (0 N (0 (O C) V LO V V 0 O O O O O O U 0 0 c N O 0 > N � N N O E O O O O9 O O O U � c m rn o o 0 O-0 EON 0000 M N N U n E Y O L N ClO U (li000 a o 0 0 O N O O C O N O O N � N cc CL U O O O O co 00000 O O O O MIT) C) C) 0 C Q cn (0 Co 0 0 0 0 7 O O O O U) o co O w N U O O O O 4 cc 0 0 0 0 CD. 0 0 0 0 0 ns J 0 0 0 0 O O O O 0 a 0 C N U LO V M LO fa Cl) 1- N M (t) O O o o o N Q m to L a M Ln Q N M(nN V 0— O H C cu N M V (n E E 0 o li L N (•� w V a H »DAF m� o Z a E n w w w i w ku1 M (O d 0 U O it 0 Q E a a C d m E L > _ Q Q E o cn U) O N � O N N N cl C O N I (O Ih 0 (O O co O (O v m (D (D O O O N .F C:)CO V m V r V LO V' m V V V V' f'- V (D N O O O O O O O O O O O 0 0 0 0 0 0 O v 0 r_ 3 N 0 0 M V -,IN V' (O m N M 1- N N Nr- N ? r- O N O (D O O O O O o 0 o V O"t E E O O O O O O O O O O 0 0 0 0 0 0 O U cn a)(D NN 0 3 o 0 0 0 0\ o o- o 0 0 0 0 0 0 E. 0 co V 0) N (O o N 0 cc) N N N N O U a E Yo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (D L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U O O o 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 112 0 r O o 0 0 0 0 o O r(o O Co (O N O f- O O O 0 O O N- O m co 00 O O (O O o O 0 O M C N N N N LL U O O N M f, O f� O O O t0 O ul o 0 ) 0 O N N O O N N 0 O 0 O 0 O 0 N 0 0 o 0 0 C. 0 0 o 0 O N (6 0 0 0 0 0 O O O O o 0 0 0 0 0 0 N Q C N m 0 0 0 0 0 0 0 0 0 0 0 0 0 o(D o 0 o N 0 0 0 0 o 0 0 0 0 o n 3 - 0 0 0 0 00 0 0 0 0 0 0 0 04 N ro o CL 0 a) U (0000 o 0000 0 00000 Q m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f° N 10 0 0 0 (D O o 0 0 0 0 0 0 0 o N m 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 c Q ca J m V 0 O Lo O M0-1 M O O O O Oto m r mmO o N a) m00 o m 00000(.,i 000LO0 (A cu N (9 Q � C N U M I-- CO W m N N O m W I- LO N Q1 (p (O O V O N O LO r m N V M 00 0 0 O 0 7 V r (O O N 0 O o (n O m m O O O O O O O O O O 0 0 0 0 0 0 N Q f4 y Q m (O W V CO 0 m N m N W i- M I- N r O_ N N (O V O V N L r r M 0 0 O 0 cf r r (O 0 N 0 0 (O 0 W Q N O 000 r O O O O 0 0 0 0 0 0 H c U y c tl p N N (6 r N M V O r N M V� r N r N r C Q 4 0 0 0 0 r fp 0 N 0 N 0 N 0 N (6 0 co 0 co 0 V 0 V 0 (O 0 3 O O m E E O 0 LL LL r N k! m :: 2§ | f{|]] ` �3 �\\}E ) )!!!! !!!!!!! k/ �55!§3!@!5!§&gg ƒ> l- t_th-1- a ! !§][§5 >! 5f§5§§ �! § \\\\\\ DETENTION BASIN STAGE -STORAGE TABLE BUILDER �.Y Exalple Zane Conaguraton (Retention Pond) Required Volute Calculation Saece6ItePT e- m8 wmen:nea aa= 1.12 waaen.6 Lmg.= m a� Waa.hW S"- OD10 MI waaenm YnP —ree.. m.awl -- PscalageaMaoepcSol0r A• 0.0% Paces Pxce WH/embgo Soi Orap B. 100.016 Pemaa Pscentage'uroogo Sol Omy» CO • O.Oi9 Pecan OaeeB WCICV Oran hne• eUD Ica. Lacaion fa 1N Ran., DWre • mmo Daaa Wass Quant' Caquu Vaaene(MCV)0.026 —etBei User:nwn Excess lagan Runoll Wlume(EINV)' 0.086 cislea �irPr�cortalnn ZRUMlVel,ne IN 0.96 n.• 0.066 wrofeelM6�ftnoffV—IN�'velw •1.0A n• Om0Ic- 0.196 sreleetIc- 50-yrRunoff—(Pt-2.Wim)- 0.1.. cro-faxnctee 100y RundfWhnc(PI• 2.61n.)• 0316 a�o-faXnc500y R.nm (PI -a.29 o.)- 0M arrfaetncb Approxmae2- Dasaonwnme- 0269 xirka ApprOiree srr oaarcon wwa• B.ms aa�real Appmxmae t6yrDaaxon wenn- Oma craoa Alpine 2Syr—ica wwne- 0.1m :Mea Stag"t«age Calculation 2oa1woa0(WQCV)• 0.025 cMea IDre2 woma(EMV-]men• 0.m9 cMea Zae SwNme(lo0--Zane 162)• 0.05,1 cMeee Toolas Cson Baso Vaama• olm ae-lea nY�SacMrye Yaaaro 05x0•mar 0^l Mhl Sucicup, Dap. OSD)•0 Taair male Orison.1t, M -,J• It Dp.aTn,w Chemo MrJ• n Sbpe.Tnoecromel(srJ• Ml SI—of nSan Saa(S„--) NV Ban LenplANwMh Rao (R W,)- -se--Arca(A,) su<le�gO wlumeww. Deah a Baan Plc« tI sae. a can Rna ( wun a can Plmr ry as aeon PnQ G wnm.afianPm( Dep.a—Ban, Lmg.—Ban 1258016, 1:16 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER Nn lavn� —Vdume (�oh� 5/SWI-0eb�lionsYm,Ban 1252018.2:19- Appendix C — Hydraulic Calculations C E� j]2+§i§,=/2;aaa !E5[5555|See;G; /]555TITI q§!§§5555 /Ga22^tea;-m-;5 Egg9 ! „ 9 !cRg9gq \{k)\))§)§§)))) \£; ma§aaaa k(,;§eeaea§eaa§ e�j ,6 ! Catchment Input Summary Label Area (User Runoff Time of Flow (Total Out) Defined) Coefficient Concentration (cfs) (acres) (Rational) (min) 101,102 0.717 0.820 5.000 0.018 103 0.244 0.900 5.000 0.007 104 0.158 0.460 7.000 0.004 201 0.362 0.480 13.000 0.018 202 0.089 0.500 5.000 0.001 203 0.018 0.460 5.000 0.000 204 1 0.007 1 0.940 1 5.000 0.000 Bentley Systems, Inc. Haestad Methods Bentley Storm CAD V8i (SELECTseries 4) SAS002 - StormCAD.stsw Solution Center [08.11.04.54] 12/5/2016 27 Siemon Company Drive Suite 200 W Page 1 of 1 Watertown, CT 06795 USA +1-203-755- 1666 Detention Basin Outlet Structure Design Project: Basin ID: 1 -is _ ) , Stage (k) Zone Volume (ac -ft) Outlet Type - euev� Zone 1(WQCV) 1.31 0.025 Orifice Plate +� Zone 2 (EURV) 2.17 0.059 Orifice Plate zoee x.ozF 0-11 ou+nauerrr oarx;ea Lone 3 (100 -year) 2.79 0.054 weir&Pipe (Restrict) Example Zone Configuration (Retention Pond) 0.138 Total User Input: Orifice at Underdrain Outlet (typically used to drain WQCV in a Filtration BMP) Calculated Parameters for Underdrain Underdrain Orifice Invert Depth = N/A ft (distance below the filtration media surface) Underdrain Orifice Area = N/A ftz Underdrain Orifice Diameter= N/A inches Underdrain Orifice CentrPid =1 N/A Ifeet User Input: Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) Calculated Parameters for Plate Invert of Lowest Orifice= 0.00 ft (relative to basin bottom at Stage =oft) WQ Orifice Area per Row= N/A ftz Depth at top of Zone using Orifice Plate = 2.17 ft (relative to basin bottom at Stage = 0 ft) Elliptical Half -Width = N/A feet Orifice Plate: Orifice Vertical Spacing = N/A inches Elliptical Slot Centroid = N/A feet Orifice Plate: Orifice Area per Row = N/A inches Elliptical Slot Area = N/A ftz User Input: Stage and Total Area of Each Orifice Row (numbered from lowest to Stage of Orifice Centroid Orifice Area (sq. inch Stage of Odfice Centroid Orifice Area (sq. inch User Input: Vertical Orifice (Circular or Rectangular) Calculated Parameters for Vertical Orifice Not Selected Nat Selected Invert of Vertical Orifice=ft(relative [o basin bottom at Stage=0 ft) Vertical Orifice Area= N/A N/A ftz Depth at top of Zone using Vertical Orifice = k (relative to basin bottom a[ Stage = 0 ft) Vertical Orifice Centroid = N/A N/A feet Vertical Orifice Diameter = �N' t ed Not SelectedN/A 2.17 N/A 2.92 N/A N/A I N/A User Input: Overflow Weir (Dropbox) and Grate (Flat or Sloped) Overflow Weir Front Edge Height, Ho = Overflow Weir Front Edge Length = Overflow Weir Slope = Horiz. Length of Weir Sides = Overflow Grate Open Area %_ Debris Clogging %_ Zone Weir Not Selected 2.17 N/A 2.92 N/A 0.00 N/A 8.76 N/A 100% N/A 50% N/A inches It irelative to basin bottom at Stage = 0 ft) Feet H:V (enter zero for flat grate) Feet Y, grate open area/total area User Input: Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrictor Plate, or Rectangular Orifice) Zone 3 IT Not Selected Depth to Invert of Out Pipe = 0.00 N/A it (distance below basin bottom at Stage = 0 ft) Outlet Pipe Diameter= 18.00 N/A inches Calculated Parameters for Overflow Weir Height of Grate Upper Edge, H, _ Over Flow Weir Slope Length = Grate Open Area / 100 -yr Orifice Area = Overflow Grate Open Area w/o Debris = Overflow Grate Open Area w/ Debris = Zone Weir Not Selected 2.17 N/A 8.76 N/A 172.09 N/A 25.58 N/A 12.79 N/A Calculated Parameters for Outlet Pipe w/ Flow Restriction Plate Outlet Orifice Area = Outlet Orifice Centroid = Restrictor Plate Height Above Pipe Invert= 2.50 inches Half -Central Angle of Restrictor Plate on Pipe = User Input: Emergency Spilhvay (Rectangular or Trapezoidal) Spillwaylnvert stage= 2.89 ft (relative to basin bottom at Stage =oft) Spillway Crest Length = 6.00 feet Spillway End Slopes = 4.00 H:V Freeboard above Max Water Surface = 0.69 fee[ Routed Hydrograph Results Design Storm Return Period One -Hour Rainfall Depth (in) Calculated Runoff Volume (acre -ft) OPTIONAL Override Runoff Volume (acre -ft) Inflow Hydrogrsph Volume (acre -ft) Predevelopment Unit Peak Flow, q (cfsfacre) Predevelopment Peak Q (ds) Peak Inflow Q (cfs) Peak Outflow Q (cfs) - Ratio Peak Outflow to Predevelopment Q = Structure Controlling Flow = Max Velocity through Grate t (fps) _ Max Velocity through Grate 2 (fps) _ Time to Drain 97% of Inflow Volume (hours) _ Time to Drain 99% of Inflow Volume (hours) _ Maximum Ponding Depth (ft) _ Area at Maximum Ponding Depth (acres) _ Maximum Volume Sloretl (acre ft) Zone 3 Restrictor I Not Selected 0.15 N/A 0.12 N/A 0.76 N/A Calculated Parameters for Spillway Spillway Design Flow Depth= 0.30 feet Stage at Top of Free=: 3.88 feet Basin Area at Top of Freeboard = 0.12 acres should be> 4 feet radians = WQCV EURV 2Year 5Year 30 Year 25 Year 50 Year 100 Year 500 Year = 0.53 1.07 0.95 1.34 1.64 2.02 2.32 2.61 3.29 = 0.025 0.085 0.058 0.090 0.117 0.156 0.186 0.218 0.287 = 0.025 0.084 0.057 0.090 0.117 0.155 0.186 0.217 0.286 = 0.00 0.00 0.01 0.13 0.27 0.64 0.83 1.08 1.53 = 0.0 0.0 0.0 0.2 0.3 0.7 0.9 1.2 1.7 = 0.4 1.4 0.9 1.5 1.9 2.5 3.0 3.5 4.6 - 0.011 0.033 0.027 0.034 1 0.7 1.1 1.1 1.1 1 2.0 N/A N/A N/A 0.2 2.1 1.5 1.2 0.9 1.2 Plate Plate Plate Plate Overflow Grate 1 Outlet Plate 1 Outlet Plate 1 Outlet Plate 1 Spillway N/A N/A N/A N/A 0.0 0.0 0.0 0.0 0.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A 38 65 56 66 65 63 61 59 55 40 69 59 71 71 70 69 68 67 1.26 2.09 1.75 2.16 2.21 2.31 2.48 2.64 3.01 0.05 0.08 0.07 0.08 0.08 0.08 0.09 0.09 0.10 0.023 0.078 0.052 0.083 0.088 0.096 0.110 0.125 0.160 TIME [hr] 0.5 0.1 1 30 _-....__.... _.__ 100 DRAIN TIME [hr] S -A -V -D Chart Axis Override X-axis Left Y -Axis Right Y -Axis minimum bound maximum bound 11 Detention Basin Outlet Structure Design 11 Storm Inflow Hydrographs 1 , ucan c;E rc_ IC tr-1 s 0, 1 'tl-n3., SOURCE WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK Time Interval TIME WOCV [ds] EU RV [ds] 2 Year [ds] 5 Year [cfsj 10 Year [ds] 25 Year [ds] 50 Year [cfs] 100 Year [ds] 500 Year [ds] 6.89 min 0:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:06:53 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 Hydrograph 0:13:41 0.03 0.08 0.06 0.09 0.11 0.15 0.17 0.20 0.26 Constant 0:20:40 0.06 0.19 0.13 0.20 0.26 0.35 0.41 0.48 0.63 0.726 0:27:34 0.16 0.53 0.37 0.57 0.73 0.96 1.15 1.34 1.75 0:34:27 0.41 1.33 0.92 1.42 1.83 2.42 2.88 3.36 4.39 0:41:20 0.41 1.37 0.94 1.47 1.90 2.52 3.01 3.52 4.63 0:48:14 0.34 1.14 0.78 1.22 1.58 2.11 2.53 2.96 3.90 0:55:07 0.27 0.91 0.62 0.97 1.26 1.68 2.02 2.36 3.13 1:02:01 0.21 0.73 0.49 0.78 1.01 1.35 1.62 1.90 2.51 1:08:54 0.17 0.57 0.38 0.61 0.79 1.05 1.26 1.48 1.96 1:15:47 0.13 0.45 0.30 0.48 0.62 0.83 1.00 1.17 1.55 12241 0.11 0.38 0.25 1 0.40 0.52 0.70 0.84 1 0.98 1.29 129:34 0,08 0.26 0.18 0.28 037 0.49 0.59 0.69 0.92 1:36:28 0.06 0.20 0.13 0.21 0.28 0.37 0.45 0.52 0.69 1:43:21 0.04 0.14 0.09 0.15 0.19 0.25 0.30 0.36 0.47 1:50:14 0.03 0.10 0.07 0.11 0.14 0.19 0.22 0.26 0.35 15708 0.02 0.08 0.05 0.08 0.11 0.14 0.17 0.20 0.27 2:04:01 0.02 0.06 0.04 0.07 0.09 0.12 0.14 0.17 0.22 2:10:55 0.02 0.06 0.04 0.06 11 .08 0.11 0.13 0.15 0.20 2:17:48 0.02 0.06 0.04 0.06 0.08 0.10 0.12 0.15 0.19 2:24:41 0.02 0.06 0.04 0.06 0.08 0.10 0.12 0.14 0.19 2:31:35 0.02 0.06 0.04 0.06 0.08 0.10 0.12 0.14 0.19 2:38:28 0.02 0.06 0.04 0.06 0.08 0.10 0.12 0.14 0.19 2:45:22 0.01 0.03 0.02 0.04 0.05 0.06 0.07 0.09 0.12 2:52:15 0.01 0.02 0.01 0.02 0.03 0.04 0.04 0.05 0.07 2:59:08 0600 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.04 3:06:02 0.00 0.01 0.00 0.01 0.01 0.01 0.01 0.02 0.02 3:12:55 p.0p 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 3:19:49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:26:42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:33:35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:40:29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:47:22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:54:16 0.130 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:01:09 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 4:08:02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:14:56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:21:49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:28:43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43536 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:42:29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:49:23 0,00 0.00No.. 0.00 0.00 0.00 0.00 0.00 0.00 4:56:16 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:03:10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:10:03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:16:56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:23:50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:30:43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:37:37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:44:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:51:23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 5:58:17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:05:10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:12:04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:18:57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:25:50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:32:44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:39:37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:46:31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6:53:24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0.00 7:00:17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:07:11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:14:04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:20:58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:27:51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:34:44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:41:38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:48:31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7:55:25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8:02:18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8:09:11 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 8:16:05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 �F- Detention Basin Outlet Structure Design Summary Stage -Area -Volume -Discharge Relationships S A , D ---ts r �, r- . der If,, T,,� 'k- I _ _31. , Io -,, -- , -, A , -, ,I I JI. h , I. S —V D !,b I.I I, � �h art[G z. Nf, I I - I kvr h.I— P.-,,5 Warning INLET IN A SUMP OR SAG LOCATION INLET A4 Version 4.04 Released November 2016 Lo (C)- H -Curb H -Vert Wo Wp W Lo (G) an Information (input of Inlet Wheat Ridge Combination T = YPe it Depression (additional to continuous gutter depression 'a'from'Q-Allow) a- _ her of Unit Inlets (Grate or Curb Opening) No = )r Depth at Flowline (outside of local depression) Ponding Depth = e Information (- Override Depths 1h of a Unit Grate Lo (G) _ It of a Unit Grate We = Opening Ratio for a Grate (typical values 0.15-0.90) Are. = ging Factor for a Single Grate (typical value 0.50 - 0.70) Cr (G) _ 3 Weir Coefficient (typical value 2.15 - 3.60) C. (G) _ 3 Orifice Coefficient (typical value 0.60 - 0.80) Co (G) _ i Opening Information MAJOR th of a Unit Curb Opening Lo (C) _ ht of Vertical Curb Opening in Inches Fl_ = ht of Curb Orifice Throat in Inches H._ _ of Throat (see USDCM Figure ST -5) Theta = Width for Depression Pan (typically the gutter width of 2 feet) Wp = ging Factor for a Single Curb Opening (typical value 0.10) Cr (C) _ Opening Weir Coefficient (typical value 2.3-3.7) C,,. (C) _ Opening Orifice Coefficient (typical value 0.60 - 0.70) Co (C) _ MINOR MAJOR Wheat Ridge Combination MAJOR 2.00 ? Ou inches 1 du o 6.0 6'0 inches MINOR MAJOR (- Override Depths 2.75 - feet 1.37 feet 0.65 1.00 0.50 0.50 RF_, = 3.60 3-J 0.96 0.67 9 MINOR MAJOR MAJOR 2.88 feet 6.00 inches 5.25 inches 0.00 degrees 1.00 feet 0.10 0.10 3.60 0.67 Head Performance Reduction ICaiculated) MINOR MAJOR i for Grate Midwidth do„k = 0.496 0.496 ft i for Curb Opening Weir Equation du o 0.42 0.42 R )nation Inlet Performance Reduction Factor for Long Inlets RFc,,,,�„e=, = 0.95 0.95 Opening Performance Reduction Factor for Long Inlets RF_ b = 1.00 1.00 d Inlet Performance Reduction Factor for Long Inlets RF_, = 0.96 0.96 MINOR MAJOR I Inlet Interception Capacity (assumes clogged condition) Q. = 3.9 3.9 c Capacity IS GOOD for Minor and Major Storms(>Q PEAK) Q cEnrc aeomaeo= 1.1 2.0 Icf Warning 5: The width of unit is greater than the gutter width. UD-Inlet_v4.04.xlsm, Inlet A4 11/23/2016, 4:58 PM INLET IN A SUMP OR SAG LOCATION INLET Al Version 4.04 Released November 2016 —Lo (C) H -Curb H -Vert Wo W Wp Lo (G) of Inlet I CDOT/Denver 13 Valley Grate T = YPe I Depression (additional to continuous gutter depression 'a' from 'Q -Allow) a— _ bar of Unit Inlets (Grate or Curb Opening) No = �r Depth at Flowline (outside of local depression) Ponding Depth = a Information WA th of a Unit Grate L. (G) i of a Unit Grate Wo = Opening Ratio for a Grate (typical values 0.15-0.90) A„v, _ Sing Factor for a Single Grate (typical value 0.50 - 0.70) Cr (G) _ Weir Coefficient (typical value 2.15 a 3.60) C. (G) _ Orifice Coefficient (typical value 0.60 - 0.80) Co (G) _ Opening Information th of a Unit Curb Opening L. (C) _ it of Venical Curb Opening in Inches Fl_ = it of Curb Orifice Throat in Inches H_ _ . of Throat (see USDCM Figure ST -5) Theta = Width for Depression Pan (typically the gutter width of 2 feet) 1Np = Sing Factor for a Single Curb Opening (typical value 0.10) Cr (C) _ Opening Weir Coefficient (typical value 2.3-3.7) C., (C) _ Opening Orifice Coefficient (typical value 0.60 - 0.70) Co (C) _ for Grate Midwidth for Curb Opening Weir Equation nation Inlet Performance Reduction Factor for Long Inlets )pening Performance Reduction Factor for Long Inlets I Inlet Performance Reduction Factor for Long Inlets MINOR MAJOR 3.00 3 )'7 f'" Override Depths feet feet feet inches inches degrees feet 1.73 0.43 i is 0.5 0.5 3.30 0.63 MINOR MAJOR N/A WA WA WA WA N/A WA N/A N/A N 4 MINOR MAJOR Inlet Interception Capacity (assumes clogged condition) Q, SAS002-UD-Inlet_v4.04_Valley Grate.xlsm, Inlet A4 217/2017, 10:12 AM MINOR MAJOR d—, _ 0.818 0.816 It d-= WA WA R RF- ,,,r- WA WA Rl c,,, WA WA RF_. = 1.00 1.00 MINOR MAJOR Inlet Interception Capacity (assumes clogged condition) Q, SAS002-UD-Inlet_v4.04_Valley Grate.xlsm, Inlet A4 217/2017, 10:12 AM R t U .0 R Q R U U = C R U CD a r' R m � _ C N N _R Q O '5+ Z miummm - - MM IMMMMM mmi llmkwmmm� mmi INELMMMM mml.lmlmhw'Mm mml in mmmm mml llmmmLNL m mmi lsmmmmkm mmi llmmmm&N mm mommmall O O O O O O O OO 1� i0 off -.�r M N (sp) f4pedeo O 0 O R Lo0 0 CR 0 0 0 0 LO O ull C coo, O � v O R CD 2 Lo 6 Lo O Ln Cl? O CDM CD Ln N O N r Ln O O O O O O O O � O Cl v N N M W C, Q N O O N L co 1� C t- 7 LL N O .L M U N U :3 CP ON d C M (p � � U ,,mooQ o W = � c c C O � m C)c C) co M W A Z to s tv t U a m Q R U � a U � Q �+ U � N m m � � N N N to CL O Z I I O 0 0 0 LO rn 0 0 rn 0 to 0 0 0 w 0 LO 0 0 Ln O O 0 0 O = Lq 0 LnLn O v 0 an M O M Ln O N O N O _O O O O LO O O O O O CD O O O O O O O O O 00 1- t0 Ln t"i N O (s;a) fqiaede3 0 rn v N N N 00 M O lf; O N O C rJ ¢v= a U- m O L C') U U U1 N CU C M d co > _ R n' ��s _o m m rn > �a O 0c)O M o' T 00 Z M 00 OO cD w r - R t U w R Q R U 4- a U U � M m CO cu _ C w N U) R CL O Z 0 0 0 0 0 0 0o n <o ui v Cl) (s}a) f4pedeo 0 0 oq 0 n LO0 C O 0 L o f° d Ln 2 0 Ln 0 v un M 0 M O N 0 N Lo 0 0 0 0 0 0 0 0 N r O lmmmmmml I E--*IEMMMMM 0 0 0 0 0 0 0o n <o ui v Cl) (s}a) f4pedeo 0 0 oq 0 n LO0 C O 0 L o f° d Ln 2 0 Ln 0 v un M 0 M O N 0 N Lo 0 0 0 0 0 0 0 0 N r O Basin 101 Concrete Channel Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.01300 ft/ft Discharge 5.37 ft3/s Section Definitions Station (ft) Elevation (ft) 0+00 5437.91 0+04 5436.71 0+04 5436.63 0+05 5436.71 0+21 5438.86 Roughness Segment Definitions Start Station Ending Station (0+00, 5437.91) (0+04, 5436.71) (0+04, 5436.71) (0+05, 5436.71) (0+05, 5436.71) (0+21, 5438.86) Options Roughness Coefficient current rtougriness Weigntea Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Results Normal Depth 0.60 ft Elevation Range 5436.63 to 5438.86 ft Flow Area 2.00 ftz Wetted Perimeter 6.70 ft Hydraulic Radius 0.30 ft Top Width 6.57 ft 0.030 0.013 0.030 Bentley Systems, Inc. Haestad Methods SoBtiaYleg6itavMaster V8i (SELECTseries 1) [08.11.01.031 12/5/2016 2:11:36 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-755-1666 Page 1 of 2 Basin 101 Concrete Channel Results Normal Depth 0.60 ft Critical Depth 0.56 ft Critical Slope 0.01793 ft/ft Velocity 2.69 ft/s Velocity Head 0.11 ft Specific Energy 0.71 ft Froude Number 0.86 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 0.60 ft Critical Depth 0.56 ft Channel Slope 0.01300 ft/ft Critical Slope 0.01793 ft/ft Bentley Systems, Inc. Haestad Methods So1Wi*W(FdtevMaster V81 (SELECTseries 1) [08.11.01.03] 12/5/2016 2:11:36 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-755-1666 Page 2 of 2 Basin 201 Concrete Channel Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Channel Slope 0.00500 ft/ft Discharge 1.12 W/s Section Definitions Station (ft) Elevation (ft) 0+00 5438.79 0+40 5434.05 0+41 5434.01 0+41 5434.05 0+48 5434.29 Roughness Segment Definitions Start Station Ending Station (0+00, 5438.79) (0+40, 5434.05) (0+40, 5434.05) (0+41, 5434.05) (0+41, 5434.05) (0+48, 5434.29) Options current Hougnness Weignted Pavlovskii's Method Method Open Channel Weighting Method Pavlovskii's Method Closed Channel Weighting Method Pavlovskii's Method Roughness Coefficient 0.030 0.013 0.030 Results . Normal Depth 0.27 ft Elevation Range 5434.01 to 5438.79 ft Flow Area 1.21 ft2 Wetted Perimeter 9.54 ft Hydraulic Radius 0.13 ft Top Width 9.51 ft Bentley Systems, Inc. Haestad Methods SoBEptl*4111tavMaster V8i (SELECTseries 1) [08.11.01.03] 12/5/2016 2:11:54 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-755-1666 Page 1 of 2 Results Normal Depth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Basin 201 Concrete Channel Subcritical 0.27 ft 0.20 ft 0.02653 ft/ft 0.93 ft/s 0.01 ft 0.28 ft 0.46 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity ft/s 0.27 ft 0.20 ft 0.00500 ft/ft 0.02653 ft/ft Bentley Systems, Inc. Haestad Methods SoB6iatleg4dtsvMaster V8i (SELECTseries 1) [08.11.01.03] 12/5/2016 2:11:54 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-755-1666 Page 2 of 2 Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope 3/17/2017 4:42:51 PM Worksheet for Basin 201 Grass Channel Manning Formula Normal Depth Subcritical 0.030 0.02000 ft/ft 4.00 ft/ft (H:V) 4.00 ft/ft (H:V) 1.12 ft'/s 0.36 ft 0.51 ftz 2.95 ft 0.17 ft 2.87 ft 0.34 ft 0.02453 ft/ft 2.18 ft/s 0.07 ft 0.43 ft 0.91 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity ft/s Infinity fUs 0.36 ft 0.34 ft 0.02000 ft/ft 0.02453 ft/ft Bentley Systems, Inc. Haestad Methods SoEMidie¢Fi orMaster V8i (SELECTseries 1) 108.11.01.03] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Worksheet for Basin 202 Grass Channel Manning Formula Normal Depth Subcritical 0.030 0.02000 ft/ft 4.00 ft/ft (H:V) 4.00 ft/ft (H:V) 0.40 ft'/s 0.24 ft 0.24 ftz 2.01 ft 0.12 ft 1.95 ft 0.23 ft 0.02815 ft/ft 1.69 ft/s 0.04 ft 0.29 ft 0.85 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity fUs Infinity fUs 0.24 ft 0.23 ft 0.02000 fUft 0.02815 ft/ft Bentley Systems, Inc. Haestad Methods So86oiW4dtavMaster V8i (SELECTseries 1) [08.11.01.03] 3/17/2017 4:47:10 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Worksheet for Basin 203 Grass Channel Manning Formula Normal Depth Subcritical 0.030 0.02000 fUft 4.00 ft/ft (H:V) 4.00 ft/ft (H:V) 1.12 ft3/s 0.36 ft 0.51 ft' 2.95 ft 0.17 ft 2.87 ft 0.34 ft 0.02453 ft/ft 2.18 f/s 0.07 ft 0.43 ft 0.91 0.00 ft 0.00 ft 0 0.00 ft 0.00 ft Infinity fUs Infinity ft/s 0.36 ft 0.34 ft 0.02000 ft/ft 0.02453 fUft Bentley Systems, Inc. Haestad Methods SolMiAWOtavMaster V8i (SELECTseries 1) [08.11.01.03] 3/17/2017 4:47:46 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Ganow.ay PROJECT: Stor-All Wheatridge DATE: SUBJECT: Pond 1 Overflow Riprap Sizing BY: Spillway Riprap Sizing Imperial Metric Total Dishchar e, Q 7.2 cfs 0.204 cros Slope (m/m) 0.25 Width 6 ft 1.83 m Unit Discharge q (m3/s/m) 0.11 Minimum d50 4 in 101 mm Selected Riprap Type L 1. From "Design of Rock Chutes" By K.M. Robinson, C.E. Rice and K.C. Kadavy Pi 2. d50=((q"S'0.58)/8.07E-6)^(1/1.89) Appendix D — Drainage Maps and Construction Drawings 0 STRUCTURAL CALCULATIONS PROJECT: STOR-ALL — Wheatridge Youngfield St. & 44th Ave Wheatridge, CO 80033 PROJECT NO.: SAS000002 SUBMITTAL: FEBRUARY 22, 2016 Building Department Submittal Gaiioway Galloway & Company, ln% e 303.770.8884 a 6162 S. Willow drive, Suite 320 • Greenwood Village, CO 80111 . www.GallowayU$.com Hil Ga00 owa y Proect Name: Proect I Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJHI Page 1 of 16 Oft" Ga,,,-oway Planning, Arcme'ciure. Engineering. Table of Contents LOCAL INFORMATION...................................................................................................................................3 GRAVITYLOADS............................................................................................................................................4 SNOWLOADS................................................................................................................................................6 SEISMICLOADS.............................................................................................................................................7 WINDLOADS...............................................................................................................................................10 ROOFDECK..................................................................................................................................................11 FLOORDECK................................................................................................................................................12 APPENDIXA.................................................................................................................................................13 STEEL BEAM CALCULATIONS...................................................................................................................13 APPENDIXB.................................................................................................................................................14 STEEL COLUMN CALCULATIONS..............................................................................................................14 APPENDIXC.................................................................................................................................................15 LATERAL CALCULATIONS.........................................................................................................................15 APPENDIXD.................................................................................................................................................16 FOUNDATION CALCULATIONS................................................................................................................16 Pro ect Name: Proec}Number: Dafe: 8 : Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 1 Page 2 of 16 l i aowa Planning. kuhtteciere_ Engineering LOCAL INFORMATION LOCAL BUILDING DESIGN INFO SITE NAME: STOR-ALL - Wheat Ridge SITE ADDRESS: Youngfield St. & 44th Ave. Wheat Ridge, CO THE FOLLOWING INFORMATION WAS OBTAINED VIA: []✓ City Website C3 Contacting City Engineer Department Codes -Amendments BUILDING CODE: ISC2012 w/ local AmmendmeMs SNOW WIND GROUND: 30 psf EXPOSURE: C UNIFORM ROOF: 30 psf NOMINAL WIND SPEED: 115 mph FLAT ROOF: 30 psf ULTIMATE WIND SPEED: 148mph SEISMIC SOILS DESIGN CATEGORY: B SITE CLASS: D FI Proect Name: Proect Number: Date: B: Sheet: Stor-All - WHEATRIDGE, CO SAS000002 I Page 3 of 16 Ga oway Planning. Arhileclufe. Fflairle6nq, GRAVITY LOADS DEAD LOAD CALCULATIONS ROOF Roofing Material Exterior Insulation an Decking < interior Insulation 0 Structural Root Member 0 ceiling w Mech & flec Components 0 Mech - Sprinklers Other Other < Standard Live Roof Load Secondary Lave Root Load Non -Sid Live Roof Load Z her FLOOR Flowing Material 0 Decking Structural floor Member 0 Mech & Itec Components A Other 0 other Partitions Standard Live float oo=> w Secondary r Z Non -Std Lrve floor Load Psi psf psi PSI PSI Psi psi off list psi USE x Is psi �ro _11-- � ProiectrJumber I Date: ISheet: Stor-All - WHEATRIDGE, CO SAS000002 1 2/22/2017 1 1 TJH i Page 4 of 16 0 0 Gaoway Planning. Atchaecture. Enginee-mg, INTERIOR WALL Souctural Wan Material Sheathing Firtish Other Other 091,PS f Psf psf mf Psf 4.44 PSI 0 pif of Psf G 0 28 28 v 0 Ic —40 i., TOTAL INTL RIO ALL OtAV LUAUa.11 TOY EXTEKIOR WALLa PSI USE - 4 Psf EXTERIOR WALL #1 Structural Wall Material ShtathirS Insulation F Imsh Other Other be Psf psf Psf psf PSI PSI 65 PST psf PSI of Psf psf C- 0 0,2 04 3 x 5 Ic —40 i., -u TOY EXTEKIOR WALLa n '4 os USE - 70 Psf EXTERIOR WALL #2 Structural wall material Insulation Firush Other Other 1 21 PSI Psf Psf Of Psf I psf i.22 psf psf Psf PSI Pf Psf 3 a " 5 0,2 0A —7 76 ZTOTAL ZEXTERIG 7-4 Ic —40 i., m" wo-m USE - w psf FProect Number: Sheet: I Stor-All - WHEATRIDGE, CO SAS000002 Page 5 of 16 ii i a oway Planning. Architecture. Engfneennw, SNOW LOADS eA V*' i ,71 ct/t �h.er ^4e x r7 qr s: r..__, aI■A�M_RMIMMEA Ro'ect Name: I Pro'ect Number. I Sheet: Stor-All - WHEATRIDGE, COI SAS000002 2/22/2017 TJHI Page 6 of 16 Ga"-*-'oway'40 Platm,irig- Architectute, Ernyir,eei€,g. ISMIC LOADS SEISMIC BASIS DATA SITE NAME: Stor•Al1- Wheat Ridge SITE ADDRESS; Youngfiield St, & "th Ave,, Wheat Ridge, CO Use link to find L.at/long• httw/fitowlivnae com/latlnne html LATITUDE: 39.7783 LONGITUDE: -105.1405 USGS Seism Cakulatot link. htto; 1Eat atthfyuakt.cri s.eov/dirti r maxis us/ap atat+on.php a` Design Maps Summary Report ~-spociiiised lrwtt 0*0001rwe uatAw - *W0. co toe.. ttdfiK*Vw* opt !012!2015 tntery -0rw i co -It Etta �� �9 7tti1<3'l+t, stt'1:iiii3"w fir io* * Orta p • "Sim $' On" C t*vwq tiuAll 01 • j pS, r 4.6 01,019 Mfr,,, • 0$"o yT�y w t7 7 p PLY r& .. fw%*-! %% i a 4 :-it kr1*# fltr" #y' set, -~.x " t"XtV0, z-* k '.s•< t* >+ : c+1 s^ NCE. "$poem* Spsctrum #rsI#At #a� #sr #r t 1a#�A.i t i+er4.1 t>oa#an tapae 90e4tr s =moi i tts tt� #N 4,k3 i ♦ k !b[ ra "ate ti# 9#§ twei.d t iwal #ser >+"w4.t� s s m/ n 4$ t t +!^+�9 ,s! �+» s ., w atr*e - "w*.4, 0. Mr +EFe}s4r4 + r+,r #• env+ • . # vsav+# #,,. tMrr .. s Pro'ect Name:Pro'ect Number: Date: 8 : Shee}: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page 7 of 16 a ' Planning, Architecture, Engineering. PwA tat Paekage ASCE Seismic Bass Shear Pr>7jed Ti*: Shot -All We teAt Pidge En r fi 1it F tato t}: SAS2 Pt yaet 4 -St Set, SWC FdChty SWAM W'hsat R ftk Cskutstions pet ASCE 7-10 Asa d &;Id q of €?tar t '4F - AA tU , MW mat #nrtmM + t'asa A% Ca1*prj t 10, and tv ASCE t itt P x taal< t,# t Fxkt t ASCE 7==ta Par $tater t.S2 tondo 36& SIVINOM ME -7.10 AM 7-1e 1t t 1 MIX T% OMON 39"41 deg SS - (),190) S 02 sc is Y ce 1ale - 105. too 4" t1*A $1 - 0 Ow b 10 w tvgcfww tt�atsar 36 CISIM Sita cow rod sue -- 0 ASCE tttt7 r201t $4 Coolaou FaAPO sm fAw v xti vM~Cw*4#"E A"waom Fs a 1.1:0 Fv - 2,40 Suszra'S► t 0304 Sul--Fr•S1 It 0164 S C S a 0,203 Ste $ XN3 • 00§6 g ASCEM42 raft ff,4t4tt'44 Asa ?•t@ E4 It 4-t ASCE r -to Eq tt,Q ASCE 7.10 E41L44 A$ 7.10 F. tl." ASCE 7-10 TA* t t,b.t S -2 b9mASCE ?-1# 14"122.1 enk ` e Fvoe RMS&V Sin SWW4 Nraa S 051 Pard D*=r Spec" 0asp" WalmowA OAPAVCW wasovy $hemr u#ai r 0.0 atia "R` ' 3 a"vg'tr.tmft _ 3.51 From Eq 12Qa3 a 12,64 , Caetvd no mood C, F -Yta" 2.Covpq 'Ai$'0" glint Dt&domAF*fi:*v,Fb:W . 2, COW4IC, tt" Cath Tor u- UOLMI I" P+utntt40 tEr S## ASCE 140 k C %9M -E' Lo WPWMOW C*wy-ptaw uAtxwtrst l.SWW F"Cs Pfoeoduins ASS i- 10 Soom 12.112 Equ"wol at Ftxtse Pt m oat 1 Fart tri S OSE 7.10 12 g oft"tl $aPt td t :7 aT S rags t1 r ?s sad AA Cato S 4z*m Sp mt ' • -Hwtt *CM be" 1011 iw w • 413.50 It 075 ' ta' A im s kovwto pr4d E4 U (J4 : to a 0.2ve' r9 z 0.. w 11.' Lo"6Att+ 1 WAKE t -1Q14422 -t2->2216 4 84wq Dvvd' Ta' Cd a*d tom++ A +-ok WOW s • 03$6 tec w Ct * Rvippm Coomckat ASCE t»10 $4cW,Ptd 1.1 S 051 Pard D*=r Spec" 0asp" n 13,213 F€sm Eq !242, quay ;.s r 0.0 • A * Wd a Fa _ 3.51 From Eq 12Qa3 a 12,64 , Caetvd no mood O.M 'i' Se Fad _ t Frain Eq 1266Al2",Cartmbekurm _ 0.010 User has solo� ASCE IUCI : Rogo t swlztre. Cs: Salto Respolm CoAded• - 0.05 Lou Oto S ftel" wA vmhtzea05tie, SQ St"15totCs Pro ect Name: Proect Number: Date: 8: Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page 8 of 16 ii Gaowa�< Y Pemrt CSta Ww Package P1gM Ti1k, TAIL 1A! 1411tat ported a SAS002 P Dela,, 4-Swy SSM SbrVe, Fat81y �ASCE Seismic Be so Sh ear LK. # : KWA06011271 LKenscc : GALLOWAY 8 COMPANY, 94C= S#I$twC BM SMW ASCE 144 So" i7 a i Cs • O." bm120.1.5 Y1; sec5u^Nit i 9.5511Q k Sauns Baso 5natr Y = Cs' w z 553,43 t V#t*Al DWj%uion of $*W* Fortes ASCE' 140 Stooft 12 81 '4'Loa Table dhA" Aleq s 4Y ADa L" ttetle 'IV. ietft N iultg't Nt;'tw%) Cw Fr-C+x'V S%MSWI St�w sum Sta+yiA•r.+ert 4 6X00 4650 27,900 0C 0.1301 72.08 7208 ON 3 2162 CO 3200 88.384 0C 04122 2n 34 30042 1.04516 2 3,013.i0 2133 64.269.2 0.29% IFA 04 W46 415064 i 3.11600 1066 31.856.16 0.1579 $747 65343 9.227. id &pm Ni 9.55110 rt S^ Iff • H, • 214,409 58 Tom Bass Snrar%3934 Base kkaxrd . 1 S.1326 td FOrm:.S113� 841!1 CaUggy `6'to'P ASCE ?.i0 Q, TO ?I _Di4ftylp Lartl a Yt1 Fr Sun F1 Sum Nt Fps Cakd Fpx Nin Fpx : Max Fpx DW Face 4 6A3 00 72 Ca 72 C8 60000 72 08 2436 4872 4$72 7238 3 2.76200 22834 300 42 3.362 00 24681 11213 22426 22426 228 34 2 301310 16604 4046 6,37510 22047 12232 24465 22047 =47 1 3,17600 67,47 55393 9,551.10 18420 12894 25797 18420 194:0 Yiyx I., WtgM at WM d da~ "*0 Mduro 4C*d'4d b i F, ....... , D"w Later* Face x0od 4t ft los, Stan Ft, . , . , . , , , . , . , ...... Sum d'LA Force' of anOC Wus ad abate MIN Re, 'd Fara L.N.ai .... . . 020'S 0;1 ' Ytpx MAX Rap"d Fmne L" 040-S pg1' Wpx Fpx D"9i Fat$ 4 L" , .... , Ylpx • "txa n) R ! Stjkt(x->n) w , x = Cu*ert W.W, n = Top LvM Pro ecf Name: Proecf Number: I Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH1 Page 9 of 16 GaowaplarivultW I �'11�'; —j kch ' lemjfe Fnp � i-ing WIND LOADS P* -Mk cawam padwqo ASCE 7-10 Wind Fomes Chpt 28, Pt2 AmWW Vskm V, Um W -MO S;W p" Sed 26 5-1 A. 8 of C poa sk" ANU ow4wv4 per rabe 15-1 E4**,xt Ca* r7 w 26 7 UW, Wws W *Von tm?bu per cast 2A 6 :,Pegs 3C5 trwb* wrd k" d C*n~ & 00moo *00 PIDIt kv domm p1mm OwVeCAM mum devrvemT loj%V4ft: faMt Ke W M A " Low WX.IWYVOPW%Kr 4 . OM fO C4 * UV, I rWQ 10 * U40,0 4'MRN ouipmwpmum wx=rupmv--". Z,PW A 53 S3 of Lone a 2g 7S Cwt V*Mcg presuns Zv*, E - Zow, F s J457 pa Zvw kh r 9d Fd C""Md & Cbddin O"Ir WkW Pmrxft 'Wr#V5.1 Rod Z;i" I Pool" Rwj ZYl* 2 POW" Neq*vo %'al ZW4 4 Am-* Ne"Ut W41 ZV,4 S: N".0 14".v ft)od T" Ssor -All At" R)* r ft Tim Pr E*:t ID: SAM Fv*qpd Derew 4," SO Uor"t F-Vy 0 4416 04 N c '2% 32 po Zww G* - 2146 pe 23085 00 fArwmm A*-Aor-,W Load Cw pw 28 A 4 16 P S F 400% pa on WOO WWO VW4 23M w 41016 ow 23M fo -126M W 5802009 43 130 w %420 Pst -7579 W 45907 od Alm W - . Pro Name: - Project Number Date: Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page lOofl6q Calc,gztlons "r ASCE 7.10 I" 0 to 5 do;mo AN WbIW W4 orw Mxtm WW t�m fsftdas caugm L M, ane IV Ev~# c 46-50M I *Ytd4g* $1 MrOOMW b#t*WP I.Ow 20,0 Irl 0 16 7 ow"s 1000 ktn".r-, A61'"W" L,41 Cam w 28,4 4 K PSF on eve vtr%ai:Ra-,, Zo* C 36,52 w zow D •,Cso po 0 4416 04 N c '2% 32 po Zww G* - 2146 pe 23085 00 fArwmm A*-Aor-,W Load Cw pw 28 A 4 16 P S F 400% pa on WOO WWO VW4 23M w 41016 ow 23M fo -126M W 5802009 43 130 w %420 Pst -7579 W 45907 od Alm W - . Pro Name: - Project Number Date: Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page lOofl6q Ga70floway Planning, Architecture. Enginee ig ROOF DECK STOR ALL - STEEL ROOF DECK CALCULATIONS STEEL OEM $01 Acting on VOfk sp„(tt). too Roof lb (#t) = '00 No, of Spans • 7 D rtt prmurt (M a 610 Oe`at w4tft (R) Ia 3 tont Per witlic Oar to Drift (I'MI • if Dist, Away tram Pxapat WAS (h) = So Maxde4lettion. V240 or V "= i Cas Flit Rauf Sl Drift Ptatsuse Load tri (Psft tl (psi) 1pj) {odf ROW I xs a c M15c. 0 Total toodon Otck + 9i 6 otl urufarm bead load • loo c,t Uniform Lme tea , f r l TYvf* 1M um 3 Mans SPAR: 30.0 h L009up: 1001 69 Dellettion Ow to Load Total * 0 4 JS in Max 00"t4n AJt Vws;d + 0 SCID In Load fauseW►A,.Dr4rmicir,_ 51 V-0 VERTICAL LOADS FOR TYPE 3N Cass *(i wo efts w4 iI*q4ra ' atan %,1 m asu: sm act corerit 11,117*xt= • '6 44.}r " 4.1" 1;, }i=2± .4i i1t.3Rs� I ,4 lY=s3h "1 1 �. =5"; 2it'2 .`°* s k# It 141fia it, 40 46,ct$.r5 16., 40 It af,tt 4b=ra ary Aa ks'.ft gilt, fu `C flys #' �=4.2 t3 trx So, it ad 12 +U P't � W c# :) .aw.w '.izdlll s1 +Sr =# e#23� t fll 24 °s. St'srka ar-'t»i 44, a1:: 29,"t X 9a al SS }tse 'ti 7r 3 is 12, 61 -sae x.4 -#k du 41 47 44,#� I b'9 x5`.•t ad°`f: !!"'' rE: 't1 bl. *.As lti. tCt'r-fg It 4) of -! tti'r3 47'€ii lit I.s k`S t4.t awry fA moi Y. at. tJ*tUa wl*b 4r -air a4+kz Mit 174 � W, 64 i3 ��r1 0,4, 49,45 0 i� 4j•t3 )y .. "f'f )4't<i } K=$ ti`.tE t4Tr sb3 #?•;3} a6*=:a 41s# M,11 to,9} 04=9* ing rA 91-ux 1114 stt't4} '1414 V7 tn0 as,"S zI f?:±S '1". ia}'�: N. i t{.1 $` tW.fAF, t. x*a• f.'p•. *Qt tisb -=<t 79:r Proect Name: Proect Number F Dare: B Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page 11 of 16 is G a oway Planning, Architectufe. Engirtee;'in FLOOR DECK STOR ALL - STEEL FLOOR DECK CALCULATIONS STMOEM $02 Load#% Actog on pow rift sa v. - t ass y . , y AmaCJ¢*s isk *s'se[ sg�rt 4t 3�`- t ' t %3 tt M 64 f° ga*seT tTW 'F4 _ a1a4 42"! tN A$ 0.1 t In t Na e#3 a t3 #' # i1 3e+Al4t I5t)'f kL av4 1iM 48% 3e4 t �#ttl's ttl M at h Axr* i Wit! �, e2? ," ti3 . t t .max" F e Drift pressure Was! DL LL (psf) FA#t Roof iL (Dsf) (m) a 1 too flow a5 in a 00 p4of Tri@ (fit - t9 0 04% x* in No of SWS . 3 3rf *T2 a3# Nth Rremire tach = 9 D Totat Load m t MOW Cit r1 -ax Derkttsoo Dbm to toad ToW T t 9ld en LkSK vAdth Lftl o 0 Undorm Oud wad 4 isSQ Mar DcAecuon Allowed 4 0 SW n loaf Dr(M-ot etutat to Ortft ON a N Uniform Liw- Load t 125 D P4 L(sed Causrg Vat Def*ctroa t )2 15 o*J Det. Away from Nitooet Wad [`tl # 0 0 I"t t"it 13f of Mae deMectan + 11140 of 1' TYM M 4#+ s 10 = 0.492 SM 3 spun t4s VAN: 10.0 M In V. 0r3 LOOKUP* ISO I u Sal USE i9 ess (N&9 -V} NORMAL WEKPMT CONCPM (lids PCF) a. .. rift sa v. - t ass y . , y AmaCJ¢*s isk *s'se[ sg�rt 4t 3�`- t ' t %3 tt M 64 f° ga*seT tTW 'F4 _ a1a4 42"! tN A$ 0.1 t In t Na e#3 a t3 #' # i1 3e+Al4t I5t)'f kL av4 1iM 48% 3e4 t �#ttl's ttl M at h Axr* i Wit! �, e2? ," ti3 . t t .max" F e .• se t. r� e £ f' vL `n Zt.r=T T4 3U'es' .,A 414 1" 04% x* in "I 3rf *T2 a3# N+. q* "I eV, qe # € 2>ele# #d ar,+'•z °?.tt 4M 4234 rt`t # I t In t# ntt its I"t t"it 13f of VW 4#+ s tTr t4s trr In V. 0r3 . >3 ess a a. .. a i+ll }tt #% And aw M baa rtt #' r±4 A trf t tga tax Sri 3M") TV Mvf 1W YR tt f83 V" t" MW r'T ma t '. aHi( 'b1.3 ( a#t s 3$s + t 2`t*=iE# 41, r.4 W ot's j 3% r :x$ W In $ W q t € 'A iEi � W, i i 2222 WA§ 4 *W ft, 3A W. I" P# Lin etT 40 I t IM tts ar) "t ^ M M rets W, s31 to! IS4 eet t4 a" 4.•r Tsar t.*t. #Ffs4 f WtAi. F e t:t" s#tt tri tatTi ore t a e . n i vv s'45Os 34LNi t. Oaf apo Nt t4 3e.%i #3e 3t# rf a t$s a#3 ori :, *# #4 i0 i� .bol 3X1 M §t9 4N '--t.+ 363.t'f #psi ! txa4 +1A #3§i! ru 7 X0 IM! 4-4 t� t4H r r9.eR sti O2Y eO Acs'i°4lfd N"hex Yxiwt A asb LxY =s�eA y. #a Ow lEb: I @A 38rM ii _P�akVtefN iu°2#Pet t'�4 Project Name: Project Number: I Date: I I Sheet: Stor-AIL - WHEATRIDGE, CO SAS000002 1 2/22/2017 1 1 Page 12 of 16 0% G a owe Planking_ Architecture, Engineering APPENDIX A STEEL BEAM CALCULATIONS Pro-,} Name:I Pro ecf Number: Date: 8 : Sheet: Stor-All - WHEATRIDGE, COI SAS000002 2/22/2017 TJH Page 13 of 16 NI m 9Q'�7 9B r )—M2. ---- - - ---- -- ----- --- - T --------- ---------- M 13 1=36 -?l M15.1 M14 13 M 12 7 . M 1 2 . .............. ---------- MW M330 LJ-2 M3�,m M30 M31 M330 a ............. ---------- 'R M242 M43 I- M28O.J 342 M286 I M39 j M38 M37 j M36 i M35 In' M242 M, M35 M34S M349 �365 'I 37 M47 M48 �.—i.--•-3.j M345 1. M50 M51 1 M52 M53 M54 I M55 M56 M30 3 M343 -1 .1 37 M67 M65 1 M63 M62 37 M71 M70 M69 M68 M66 M64 M61 M60 M3J P) 1 0� M74 M78 M79 M80 M81 M85 • M30,�E 37 M75 M76 M84 37 oa 15 N) M90 M99 M98 M97 M96 M95 M94 M93 M92 M91 M89 M88 M30 _M256. 102 M103 M104 MI05 M106 M107 M108 M109 Milo. Mill 112 113 M30? M126 M125 M124 M123 M122,0- M121 M120 M119. M118 M117 M116 M32? II M137 M13 M258,,. M130.1 M131,6 M132 • M133 M134 M!35,� M136 M138 9 M140 M141 M331 M260 M155 -f M154 M153 M152 M151 11 M150 i M149 Mlj§� M147.,, M146 M145 M144 ..E30 M 3 3 M165 M166 M167 M168 M169 M35r _�Q_36 M374 M159 M160 M161 M162 M163 M164 53 M288 Z 8 M184 M183 MlL2_.� M181 M 180 M 179 M 178 M177,j' M176 M175 M174 M173 M31 c crl 91 M196 32� M187 M188 M189 M190 M1 T-IM192 M193 M194 M195 M197 M198 M31? & 33 M212 M211 M210 M209 M208 M207 M205 M204 M203 M201 M31? M206.0 M202 o 16 1 M217.1 M218 M224 i M225 M226 31 33 M215. M216 M219 M220 M221 M222 M223 M240 M239 M238 M229 M31!F�� 67 M237 M236.� M235 M234.� M2 3 2 M231 M230 M83 M317 M244 M245 M246 M247 M248 M249 M250 M251 .............. .............. ------ ----- - M316 M259 M199 M200 M213 M214... M227. -------------- -------------- ... ......... • M318 M275 M27L6 19 M273 ------------- -------------- ------------- --- --- -- Results for LC 1, Service Dead Galloway M257 M127 Level 2 Stor-All Wheat Ridge, CO SK - 1 T. Harrington SAS002 Stor-All Wheat Ridge - Take 4.rfl NI 1. M77 I M82 M83 • ■ M257 M127 1 02j �11 5 ... ......... .... . .. ... M2781 M19 I M18 M326 M364' M1 14 M13 M12 M330 M279 M231. M24 M33� M365.1 M29 M30 M31 .. .......... ... .. ... 3 64- 15 14 M13- ---Z37 �339 M M 42 M43 M280 34 M286.1 M39 I M38 M37 M36 M35 242 33t M47 M48 M343 M344 M345 M50 M51 M52 M53 M54 • M55 M56 M30 M71 M70 M69 M67 M66 M65 M64 M63 M62 M61 M60 M30 f L' M68 M60 . . . ....... . ro 36 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M30e M98 M89 M88 .1 M97 A- 55.. M99 M96 M95 M94 M93 M92 M91 M90 ji2 t. M 215-6 M102 M104 M105 M106 M107 M108 M109 M110 Mill M112 M 113 ..�L35f, M103 M257 M127 M126. M125 M124. M123 M122 M121 •. M120 M119t M118 M117 M116 M35? M258 M130 1 M!3131 -17 M132 M133 M134 M13577 - M136 M137 •M138 M139 M140 t -i M 141 M 3 .. M260 M155 • M154 M153 M152 M151 M150 . M149. M148 M147 M146 M145 M11. 3211-11 M31L?E1 _M369 M158. M159, M160 M161 i- M162 M163 M164., M165 M166 M167 M168 , M169.. a 5 4 M184 M183 M182.,. M181 M180 , M179 M178 M177 M176 M175 M174 M173 M35 I M189 M198 M312P M187 M188_i migo M191 M192 M193 M194 M195 M1%- M197.0_.&_. i 37 rV1212iz M211 M210 M209 1 M208 M207 M206 M205 M204 M203 M202., M201 M313 iR M31 37� M215 M216 M217 M21 8 M224 • M225 • M226 M219 M220 M221 M222 • M223 M 7. M240 M239 M238 M237 •M236 M235 M234 32 M233 _2231 230 229 _ 31, M317 M244 M245M246 I M247.1 M248 1 M249 M250 .251 • M316 M259. M199 M200 M213 I M214 M227 M318 1 M275 q] M276- 19 M273 E2 .......... I .. ............ . .... ....... Results for LC 1, Service Dead Galloway T. Harrington SAS002 Level 3 Stor-All Wheat Ridge, CO SK -2 Stor-All Wheat Ridge - Take 4.rfi 1YLZ ' G . 1 1 1 . 3 C;> <. �: � , �. �. NI MAAJ -� 05 M278 .�. M19 i- M18 .�. M337 .1 M338 M339. _ _......_. M3 � M15 ! M14 _ M13� - M12 -JMUE-21� M23 M24 M3421M356 1M357_ M365 1 M29 M30 11 M31 M330M242I M43 M280436 364 j M286 M39 M38 M37 M36 M35 `a�._t.._.. 37J- M47 • M48 f M343 _1. K3_ M345 1 M50 .+ M51 _� M52 T M53 T M54 �_ M55 1 M56 .1_ M30? TTT i TTT TTTT TTT 7 TTT �� .�.._.. v 37. M71 _y_ M70 I M69 M68 M67 -1 M66 .i M65 M64 M63 M62 �. M61 M60 M30 - oo 37M74 _�. M75 M76 .1_ M77 M78 M79 .1 M80 M81 !_ M82 1. M83 l M84 I M85 M3 ( ♦ 1. / 55.1 M99 y M98 M97 l M96 M95 _l M94 M93 M92 �. M91 M90 i M89 M88�. M305 '\ \'L M256.1. M102 �_ M103 M104.• M105.•- M706 j M107 • M108_ M109 M110 M111 •_ M112 M113 4 M30- I \. M257 M127 M126 I M125 M124.•. M123.• M122-� M121 . M120 M119 M118 - M117-� M116 ' M35? • i i I '' i-• i i �I � \k M258 M130 M131 M132 i M133 I M134 I M135 f M136. M137 M138 M139 M140 _ M141 � M35? _ M _ M260 M155 M154 M153 M152 M151 M150 M149 M148 M147 M146 M145 M144 2373., M158 #. M159_i M160 • M161 fi M162 M163 � M164.� M165 j M166�. M167 M168 y- M169 y M35� I - M181 M180 M179_ - M178 1 M177 M176�. M175 I' M174 M173 M31 M3.35 M184 M183 M182 � M191 . M192 1 M193 M194 M195 I M196 I M197 I M198 I M312 37 M187 M188 ' M189 I M190 _• •,-�-_ .-- 1 \i 37� M212 M211 *. M210 M209 y M208 y M207_ M206 M205 M204 M203 1 M202 I M201 i M313� i I I q - �E 37 M215 - M216 �M217 M218 M219 M220 M221 - M222 M223 II M224 � M225 M226 ' M314�� • I 67 M240 'y M239 M238 i M237 I M236 1 M235 � M234 I M233 M232 � M231 � M230 ' M229 I M315�I 1,. c N Ii N i M317.� M244 4FM245 M246 ! M247 M248 M249 I M250 M251 N i N �e i I • ! M316.; M259 M199 � M200.1 M213 • 214 ' M227 � M318 M275 i M276 ' 19 — I �A/• j Results for LC 1, Service Dead Galloway Level 4 Stor-All Wheat Ridge, CO SK -3 T. Harrington SAS002 Stor-All Wheat Ridge - Take 4.rfl � 2 i L42QF�� M — - - — -- ----- - - ---- - -- --- --------- -- - - ----- k -A ------- --- — N 7, M71 M73 M74 M75 1 76 M171 M78 M79 M81 M72 M87 M88 89 I A90 82 IT M83 M84 �I M85 M86L 42 M91 • M92 i. M376 1377 M96 M97 M98 M99 M100 mjoA M Q. M104 M105 M106.1. 107 M108 m 109 Milo Mili M112 M113 M!14.� M115 M11A L381 M129 M128 M127 •21 • M125 M124 M123 M122 M121 M M120 M119 M118 MJ L381 M132 M133 1. M134 • M135 M136 M137.j M138 M139 M140 M 141 M142 M143.1 M14 •i • M154 M153 + M152 M151 M150 M149 M148 • M147 • M146 55..-MI,56, M155 M145 •MA4 M157 . M158 M159M 1 ,1 M160 61 M162 M163 M164.. M165 •M166 V167 M168 M169 M17? M182 M181 M180 M179 M!78M177 M176 M175 M184 M183 M174 M173 M11 M17?1 M185 M186 M187 M188 M189., M190 M191 • M192 M193 M194 r M195 M196 M197.. mig .. ........ M212 • M211 . M210_ M209 , M208 M207.,M206 M205 M204 • M203 r M202 M201 M200 M191? M386 M213 M214 M215, M216 + M217.� M216 M2191 M220 M221 M222 M223 M224 22 • 0 M 4_-MX�. • M244 M240 M239 • M238 M237 M236 M235 i M234 M233 M227 .-MZ26 M3 4 1. M251 2621 3 M248 M249 M250 M252 M253 �I M254 M256 M257 _M258 M259 M260 ........... cn • L. L38J M286 • M285 M284 M283 M282 M281 M280.. M279 M278 M266 M265 M264.� M26 a I 381 E M289 M290 M291 M293 M302 M303 M304• -M305 M306 M308 M309.� M31t M31 A 67 �M _M230 M229 M31 �33 7 M330 M328 M321 M317 M316 M314� M313 M231 1229 _= _M 32 �M353... M351 M375 M345 M344 M343 M342 M340 M339 M363 M364 M368 M369 M372 M373 M374 M318 M275 M276 M319 M�73 Z� - — - - - — — - ------------ ..... Results for LC 1, Service Dead Galloway T. Harrington SAS002 Roof Stor-All Wheat Ridge, CO SK -4 Stor-All Wheat Ridge - Take 4.rfl Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 (Global) Model Settings Freeze Model Design? No Mere Tolerance in .12 Number of Sections 5 Area Load Mesh(in ^2 144 Slab Mesh in 60 Internal Sections 97 Include Shear Deformation? Yes Column Skip Loading? Yes Use Columns Stiffness? Yes Move Invalid Joints on Sloped Membe rYes Solver Sparse Accelerated Min. Width for 2 Stud Rows in 5.5 Floor Live Load Reduction IBC - 00/03/06/09/12 Roof Live Load Reduction IBC - 00/03/06/09/12 Joist Girder Load Tolerance Kis .2 Hot Rolled Steel Code AISC 14th 360-10 : L RISAConnection Code AISC 14th 360-10 : L Cold Formed Steel Code AISI S100-12: LRFD Wood Code AWC NDS -12: ASD Wood Temperature < 10OF Concrete Code ACI 318-11 Masonry Code ACI 530-11: ASD Beam Vibrations AISC DG 11 Vibration Damping Ratio .03 Use Non -Composite Beam if OptimurnTes, Use Minimum Studs if Non -Com sit 'Wo Effective Width End Offset % Length 10% Orthogonal Beam Angle (degrees) 45 Beam / Deck Parallel Angle (drees 10 Use Uniform Studs Only? No Minimum Percent Composite 25% Maximum Percent Composite 1000/0 Maximum Stud Spacing in 36 Minimum Stud Spacing in 4.5 Stud End Offset in 0 Min. Width for 2 Stud Rows in 5.5 Min. Width for 3 Stud Rows in 8.5 FD FD RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 1 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 (Globag Model Settings, Continued Wind Code ASCE 7-10 Wind Base Elevation ft 0 Wind Speed (mph) 145 Parme Beta Factor PCA .65 Exposure Category C Topographic Multiplier K1 0 Topographic Multiplier K2 0 Topographic Multiplier K3 0 Directionality Factor Kd .85 Show Wind Dialog if Loads Change? Yes Generate Roof Wind Loads? Yes Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Unused Force Warning? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA Min % Steel for Column 1 Max % Steel for Column 8 15 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 2 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 (Globao Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation ft 0 Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered R X 3.25 R Z 3.25 Ct Exp. X .75 Ct Exp. Z .75 SD1 .096 SDS .206 S1 .059 TL sec 4 Risk Cat I or 11 Add Base Weight? No Show Seismic Dialog when Loads ChM ? Use Gravity Self Wt in Diaphragm Ma Y6s Use Deck Self Wt in Diaphragm Mass. es Use Lateral Self Wt in Diaphragm Mas s Om X 1 Om Z 1 Rho X 1 Rho Z 1 Deck General Properties I ahel Material Tvne neck 1 Inhrnrmrffl May Rna 1 15.5 CONCRETE FLOOR DECKI Vulcraft 2 VLI 5.5"NW 2VLI19, Conc3000NW, 4.5in, .75in, 60ksi 2 10.9 2 1 ROOF DECK I Vulcraft Steel Roof Deck 1 3 N20 2 15.5 Hot Rolled Steel Properties I ahel F Iksil r; fksil Nu Therm MF nensitvfk/ t Yielrlrksil RV Fufksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 Al 085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Design Size/U.C. Parameters I ahal May n,.nthrinl Min Ilanthrinl May Wirthfinl Min Wirlthrinl KAnY Ranri inn (h le Mny Rhanr rho 1 Canopy 18 2 4 1 1 1 2 Lateral Braces 5 2 5 2 1 1 3 U1 8 2 8 2 1 1 4 Heavy Low Columns 5 3 5 3 1 1 5 1 Low Columns 4 1 3 1 4 1 3 1 1 1 1 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 3 Galloway Stor-All Wheat Ridge, CO : Feb 22, 2017 Design Size/U.C. Parameters (Continued) Uniform Area Loads Label Additive Prep ks PostDL ks LL[ksfl LL Tvpe VL[ksfl D n Load k... 1 Label Max DeDth[inl Min Depth[in] Max Width in Min Width[inl MaxBendinqChk Max Shear Chk 6 High Columns 3.5 3 3.5 3 1 1 7 Floor Beams 30 7 24 2 1.06 1 8 Roof Beams 36 7 12 2 1 1 Uniform Area Loads Label Additive Prep ks PostDL ks LL[ksfl LL Tvpe VL[ksfl D n Load k... 1 1 Office .005 .05 LL -Reduce .011 .01 2 Stora a .005 .125 LLS -N on .011 .05 3 Public .005 .1 LL -Non .004 .01 4 Add Piping Yes .02 5 LL -Non .011 .02 5 Roofsnow .005 .03 SL .011 .01 Combination Design I ��-I ACIC (%n Cnndra 4.Ld D? IL. r`nLf a- \Alnn`I 1AI-A Pr r:nnnrafa KAnennni r:nnnarfinn 1 Service Dead .9 Yes Yes Yes Yes Yes Yes Yes Yes 2 Service Dead + Live Yes Yes Yes Yes Yes Yes Yes Yes 3 Stren th Dead W8x10 No Yes A992 1.059 4 Strength Dead + Live .959 5 Yes .346 0 5 ASCE Strength 1 Pre Yes Yes Yes Yes Yes 6 ASCE Strength 2 Pre Yes Yes Yes Yes Yes 7 ASCE Strength 1 Post Yes Yes Yes Yes Yes 8 ASCE Strength 2 (a) .. Yes Yes Yes Yes Yes 9 ASCE strength 2 (b) .. Yes Yes Yes Yes Yes 10 ASCE Strength 2 (c) .. Yes Yes Yes Yes Yes 11 ASCE strength 3 (a) .. Yes Yes Yes Yes Yes 12 ASCE Strength 3 (c) .. Yes Yes Yes Yes Yes 13 ASCE Strength 3 (e) .. Yes Yes Yes Yes Yes Beam Code Summary for Hot Rolled: Level 2 1 ol-] Ciera FvnGrif Cfivic r`.mh I nrrffl I r: nafl r:h I nnfffl r.nt RFwar 1 nrfffl I C 1 M12 W8x10 No 0 A992 .815 4.996 8 .738 14.996 DL+LL .267 9.991 8 2 M13 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 3 M14 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 4 M15 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 5 M29 W8x10 No • 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 6 M30 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 7 M31 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 8 M34 W8x10 No 0 A992 .745 5 8 .675 5 DL+LL 243 0 8 9 M35 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 10 8 10 M36 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11 M37 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 12 M38 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 13 M39 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 14 M43 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 15 M47 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 16 1 M48 W8x10 No 1 0 A992 1.059 5 1 8 1 .959 1 5 DL+LL .346 1 0 1 8 RISAFloor Version 10.0.1 [H:\ ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 4 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size Emlicit Studs Cam b.. Material Bend in... Loc[ftl LC Def] Ch... Locfftl Cat Shear... Loc(ftl LC 17 M50 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 18 M51 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 19 M52 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 20 M53 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 21 M54 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 22 M55 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 23 M56 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 24 M60 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 25 M61 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 26 M62 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 27 M63 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 28 M64 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 29 M65 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 30 M66 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 31 M67 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 32 M68 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 33 M69 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 34 M70 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 35 M71 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 36 M74 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 37 M75 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 38 M76 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 39 M77 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 40 M78 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 41 M79 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 42 M80 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 43 M81 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 44 M82 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 45 M83 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 46 M84 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 47 M85 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 48 M88 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 49 M89 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 50 M90 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 51 M91 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 52 M92 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 53 M93 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 54 M94 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 55 M95 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 56 M96 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 57 M97 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 58 M98 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 59 M99 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 60 M102 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 61 M103 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 62 M104 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 63 1 M105 W8x10 1 N 1 O 1 A992 11.059, 5 1 8 1 .959 1 5 1 DL+LL, .346 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 5 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) I ahel Size Fmlicit Studs Camb..MaterialBendin... Locfftl LC Defl Ch... Locfftl Cat Shear ... Locrftl LC 64 1 M106 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 65 M107 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 66 M108 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 67 M109 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 68 M110 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 69 M111 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 70 M112 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 71 M113 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 72 M116 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 73 M117 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 74 M118 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 75 M119 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 76 M120 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 77 M121 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 78 M122 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 79 M123 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 80 M124 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 81 M125 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 82 M126 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 83 M127 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 84 M130 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 85 M131 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 86 M132 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 87 M133 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 88 M134 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 89 M135 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 90 M136 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 91 M137 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 92 M138 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 93 M139 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 94 M140 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 95 M141 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 96 M144 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 97 M145 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 98 M146 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 99 M147 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 100 M148 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 101 M149 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 102 M150 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 103 M151 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 104 M152 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 105 M153 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 106 M154 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 107 M155 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 108 M159 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 109 M160 W8x10 Yes 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11101 M161 I W8x10 I No I 1 0 1 A99211.0591 5 1 8 1 .959 1 5 DL+LL .346 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 6 Gallaway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size Emlicit Studs Cam b.. Mate dalBendin... Loc[ft] LC Defl Ch... Loc[ft] Cat Shear ... Loc[ft] LC 111 M162 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 112 M163 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 113 M164 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 114 M165 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 115 M166 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 116 M167 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 117 M168 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 118 M169 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 119 M173 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 120 M174 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 121 M175 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 122 M176 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 123 M177 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 124 M178 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 -0 8 125 M179 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 126 M180 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 127 M181 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 128 M182 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 129 M183 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 130 M184 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 131 M187 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 132 M188 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 133 M189 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 134 M190 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 135 M191 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 136 M192 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 137 M193 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 138 M194 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 139 M195 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 140 M196 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 141 M197 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 142 M198 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 143 M201 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 144 M202 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 145 M203 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 146 M204 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 147 M205 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 148 M206 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 149 M207 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 150 M208 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 151 M209 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 152 M210 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 153 M211 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 154 M212 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 155 M215 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 156 M216 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11571 M217 1 W8x10 I No 1 O 1 A992 1.059 1 5 1 8 1 .959 1 5 1 DL+LL 1 .3461 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 7 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size Emlicit Studs Camb..MatedalBendin... Locfftl LC Defl Ch... Locfftl Cat Shear... Locrftl LC 158 M218 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 159 M219 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 160 M220 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 161 M221 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 162 M222 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 163 M223 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 164 M224 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 165 M225 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 166 M226 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 167 M229 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 168 M230 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 169 M231 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8- 170 M232 W8x10 No 0 A992 .83 5.625 8 .776 5.208 DL+LL .306 10 8- 171 M233 W8x10 No 0 A992 1.059 5 8 .959 5 DL+L-L .346 0 8- 172 M234 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 173 M235 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 174 M236 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 175 M237 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 176 M238 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 177 M239 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 178 M240 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 179 M244 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 180 M245 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8- 181 M246 W8x10 No 0 A992 1.059 5 8 .959 5 DL+L-L .346 0 8- 182 M247 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 183 M248 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 184 M249 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 185 M250 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 186 M251 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 187 M259 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 188 M199 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 189 M200 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 190 M213 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 191 M214 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 192 M227 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 193 M228 W21x50 Yes 0 A992 .43 15 8 .693 15 DL+LL .1 0 8 194 M241 W24x117 Yes 0 A992 .643 15.625 9 .964 15 DL+LL .199 30 9 195 M242 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 196 M255 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 197 M256 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 198 M257 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 199 M258 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 200 M260 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 201 M267 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 202 M272 W21x44 Yes 0 A992 .449 15 8 .765 15 DL+LL .077 30 8 203 M273 W21x44 Yes 0 A992 .496 15 8 .809 15 DL+LL 109 0 8 12041 M274 I W8x10 I No I 1 0 1 A992 1 .364 14.583 1 8 1 .282 4.688 DL+LL .073 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 8 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size Emlicit Studs Cam b.. Material Bend in... Locrftl LC Defl Ch... Locrftl Cat Shear... Locfftl LC 205 M275 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 206 M276 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 207 M277 W8x10 No 0 A992 .056 2.175 8 .036 0 LL .042 0 8 208 M280 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 209 M286 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 210 M294 W8x10 No 0 A992 1 .362 5.417 8 .283 5.104 DL+LL .074 10 8 211 M295 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 212 M296 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 213 M297 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 214 M300 W8x10 No 0 A992 .009 2.026 8 .036 0 LL .007 0 8 215 M301 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. g 216 M302 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 217 M303 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. g 218 M304 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 219 M305 W10x12 No 0 A992 .798 5.29 8 .619 5.29 DL+LL 257 0 8 220 M311 W10x12 No 0 A992 .798 5.29 8 .619 5.29 DL+LL .257 0 8 221 M312 W1IDA 2 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. g 222 M313 W1IDA 2 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 223 M314 W1 0)(12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 224 M315 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. g 225 M316 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 226 M317 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 227 M318 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8- 228 M319 W8x10 No 0 A992 .438 5.62 8 .412 5.204 DL+LL .158 9.992 8 229 M320 W8x10 No 0 A992 .012 2.292 8 .036 0 LL .009 0 8 230 M321 W8x10 No 0 A992 .202 2.182 8 .08 2.182 DL+LL .151 4.365 8 231 M322 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 232 M323 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 233 M327 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 234 M329 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 235 M331 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 236 M332 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 237 M333 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 238 M343 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 239 M344 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 240 M345 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 241 M346 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 242 M347 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 243 M348 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 244 M349 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 245 M358 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 246 M359 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 247 M360 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 248 M361 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 249 M330 W8x10 No 0 A992 1.054 4.989 8 .952 4.989 DL+LL .345 9.977 8 250 M341 W8x10 No 0 A992 .363 5.417 8 .282 5.104 DL+LL .073 10 8 12511 M363 I W8x10 i No 1 0 1 A992 1 .342 1 5 8 1 .311 1 5 DL+LL .111 0 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 9 Galloway Stor-AII Wheat Ridge, CO : Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size E licit Studs Camb..MatedalBendin... Loc[ftj LC DO Ch... Loc[ftl Cat Shear ... Locfftl LC 2521 M298 W8x10 No 0 A992 .012 2.224 8 .036 0 LL .008 4.542 8 253 M337 W12xl6 No 0 A992 .903 7.938 8 .892 7.938 DL+LL .217 0 8 254 M340 W1 2)(19 No 0 A992 .95 7.938 8 .913 7.938 DL+LL .258 0 8 255 M342 W12x14 No 0 A992 .963 6.713 8 .808 6.713 DL+LL .291 0 8 256 M365 W1 2x221 No 0 A992 .874 8.287 8 .867 8.287 DL+LL 242 16.5.. 8- 257 M366 W8x10 I No 0 A992 .345 5 8 .313 5 DL+LL .112 0 8 258 M367 W8x10 No 0 A992 .819 5 8 .742 -5 DL+LL 268 0 8 259 M368 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 260 M306 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 261 M308 W8x10 No 0 A992 .057 5 8 .052 5 DL+LL .019 0 8 262 M309 W8x10 No 0 A992 .003 .479 8 .036 0 LL .009 0 8 263 M310 W8x10 No 0 A992 .011 2.229 8 .036 0 LL .008 0 8 264 M328 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 265 M339 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 266 M350 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 267 M351 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 268 M352 W8x10 No 0 A992 .056 4.479 8 .048 4.479 DL+LL .019 0 8 269 M353 W8x10 No 0 A992 .003 .479 8 .036 0 LL .011 0 8 270 M354 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 271 M355 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 272 M356 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 273 M364 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 274 M357 W8x10 No 0 A992 .017 2.76 8 .036 0 LL .01 0 8 275 M299 W24x68 No 0 A992 .927 9.948 9 .83 11.404 DL+LL .374 23.2.. 9 276 M307 W24x68 Yes 0 A992 .917 9.948 9 .806 11.404 DL+LL .37 23.2.. 9 277 M338 W10x49 Yes 0 A992 .937 6.735 9 .711 5.852 DL+LL .592 10.5.. 9 278 M362 W12x40 Yes 0 A992 .882 6.735 9 .578 5.852 LL .503 10.5.. 9 279 M369 W8x10 No 0 A992 .745 4.767 8 .643 4.767 DL+LL .255 0 8 280 M370 W8x10 No 0 A992 .962 4.767 8 .831 4.767 DL+LL .33 0 8 281 M283 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 282 M284 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 283 M285 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 284 M287 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 285 M288 W8x10 No 0 A992 .913 5.313 8 .853 5.104 DL+LL .321 10 8 286 M289 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 287 M290 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 288 M291 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 289 M324 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 290 M325 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 291 M326 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 292 M334 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 293 M335 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 294 M336 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 295 M371 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 296 M372 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 297 M373 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 12981 M374 WOX121 No I 1 0 1 A992 1 .742 1 ' 5 1 8 1 .549 1 5 DL+LL .248 1 0 8 RISAFloor Version 10.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 10 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 2 (Continued) Label Size Ewolicit Studs Camb.. Material Bend in... Locfftl LC Defl Ch... Locfftl Cat Shear... Locfftl LC 2991 M375 W8x10 No I 1 O 1 A992 .622 6.713 8 1 .757 6.713 DL+LL .151 113A. $ 13001 M376 I WlOX121 No I .818 1 0 IA9921 .611 17.9381 4.996 DL+LL 8 1 .719 7.938 DL+LL .128 0 8 Beam Code Summary for Hot Rolled: Level 3 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 11 Label Size Explicit Studs Camb..MaterialBendin... Locfftj LC DO Ch... Loc[ftj Cat Shear ... Loc ft LC 1 M12 W8x10 No 1 0 A992 .818 4.996 8 .74 4.996 DL+LL .267 9.991 8 2 M13 W8x10 No 0 A992 11.059 5 8 .959 5 DLA -L .346 0 8 3 M14 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 4 M15 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 5 M18 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 6 M19 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 7 M23 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 8 M24 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL .346 0 8 9 M29 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 10 M30 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL .346 0 8 11 M31 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 12 M34 W8x10 No 0 A992 .745 5 8 .675 5 DL+LL .243 0 8 13 M35 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 10 8 14 M36 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 15 M37 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 16 M38 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 17 M39 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 18 M43 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL .346 0 8 19 M47 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 20 M48 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 21 M50 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 22 M51 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 23 M52 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL .346 0 8 24 M53 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 25 M54 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 26 M55 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 27 M56 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 28 M60 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL .346 0 8 29 M61 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 30 M62 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 31 M63 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 32 M64 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL 346 0 8 33 M65 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 34 M66 W8x10 No 0 A992 11.059 5 8 .959 5 DL+L.L .346 0 8 35 M67 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 36 M68 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 37 M69 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 38 M70 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL 346 0 8 39 M71 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 40 M74 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 41 M75 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 42 M76 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 11 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) I nhal Si7P. Fmlicit Studs Camh_MaterialBandln... Locrftl LC Deft Ch... Locrftl Cat Shear... Locrftl LC 43 1 M77 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 44 M78 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 45 M79 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 46 M80 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 47 M81 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 48 M82 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 49 M83 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 50 M84 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 51 M85 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 52 M88 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 53 M89 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 54 M90 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 55 M91 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 56 M92 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 57 M93 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 58 M94 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 59 M95 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 60 M96 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 61 M97 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 62 M98 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 63 M99 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 64 M102 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 65 M103 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 66 M104 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 67 M105 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 68 M106 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 69 M107 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 70 M108 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 71 M109 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 72 M110 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 73 M111 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 74 M112 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 75 M113 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 76 M116 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 77 M117 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 78 M118 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 79 M119 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 80 M120 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 81 M121 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 82 M122 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 83 M123 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 84 M124 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 85 M125 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 86 M126 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 87 M127 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 88 M130 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 1891 M131 I W8x10 I No I 1 0 1 A992 1.059 1 5 1 8 1 .959 1 5 DL+LL .346 1 0 1 8 RISAFloor Version 10.0.1 (HA ... \... \... \... \RISA Mod el\Stor-AII Wheat Ridge -Take 4.rfl] Page 12 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) Label Size Emlicit Studs Cam b.. Mate rial Bendin... Locrftl LC Defl Ch... Loc[ft] Cat Shear ... Locfftl LC 90 M132 W8x10 No 0 A992 1.059 5 8 .9591 5 DL+LL .346 0 8 91 M133 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 92 M134 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 93 M135 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 94 M136 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 95 M137 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 96 M138 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 97 M139 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 98 M140 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 99 M141 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 100 M144 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 101 M145 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 102 M146 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 103 M147 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 104 M148 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 105 M149 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 106 M150 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 107 M151 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 108 M152 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 109 M153 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 110 M154 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 111 M155 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 112 M158 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 113 M159 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 114 M160 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 115 M1'61 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 116 M162 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 117 M163 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 118 M164 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 119 M165 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 120 M166 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 121 M167 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 122 M168 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 123 M169 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 124 M173 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 125 M174 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 126 M175 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 127 M176 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 128 M177 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 129 M178 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 130 M179 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 131 M180 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 132 M181 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 133 M182 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 134 M183 W10x12 Yes 0 A992 .742 5 8 .549 5 DL+LL .248 0 8 135 M184 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11361 M187 1 W8x10 1 No I 1 0 1 A99211.0591 5 1 8 1 .959 5 DL+LL 346 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 13 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) Label Size Exmlicit Studs Camb..Mate rialBendin... Locfftl LC Def] Ch... Locfftl Cat Shear ... Locrftl LC 1371 M188 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 138 M189 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 139 M190 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 140 M191 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 141 M192 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 142 M193 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 143 M194 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 144 M195 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 145 M196 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 146 M197 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 147 M198 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 148 M201 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 149 M202 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 150 M203 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 151 M204 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 152 M205 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 153 M206 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 154 M207 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 155 M208 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 156 M209 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 157 M210 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 158 M211 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 159 M212 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 160 M215 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 161 M216 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 162 M217 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 163 M218 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 164 M219 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 165 M220 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 166 M221 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 167 M222 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 168 M223 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 169 M224 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 170 M225 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 171 M226 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 172 M229 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 173 M230 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 174 M231 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8- 175 M232 W8x10 No 0 A992 .83 5.625 8 .776 5.208 DL+LL .306 10 8 176 M233 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 177 M234 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 178 M235 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 179 M236 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 180 M237 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 181 M238 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 182 M239 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11831 M240 I W8x10 I No I 1 0 1 A992 1.059 5 1 8 1 .959 1 5 DL+LL .346 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA ModekStor-All Wheat Ridge -Take 4.rfl] Page 14 Galloway Stor-Al Wheat Ridge, CO Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) Label Size Emlicit Studs Camb..Material Bendin... Locrftl LC Defl Ch... Locrftl Cat Shear ... Locrftl LC 184 M244 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 185 M245 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 186 M246 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 187 M247 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 188 M248 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 189 M249 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 190 M250 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 191 M251 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 192 M259 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 193 M199 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 194 M200 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 195 M213 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 196 M214 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 197 M227 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 198 M228 W21x44 No 0 A992 .496 15 8 .809 15 DL+LL .109 0 8- 199 M241 W21x44 No 0 A992 .449 15 8 .765 15 DL+LL .077 0 8 200 M242 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 201 M255 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 202 M256 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 203 M257 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 204 M258 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 205 M260 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 206 M267 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 207 M272 W21x44 No 0 A992 .449 15 8 .765 15 DL+LL .077 30 8 208 M273 W21x44 No 0 A992 .496 15 8 .809 15 DL+LL .109 0 8- 209 M274 W8x10 No 0 A992 .364 4.583 8 .282 4.688 DL+LL .073 0 8 210 M275 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 211 M276 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 212 M277 W8x10 No 0 A992 .056 2.175 8 .036 0 LL .042 0 8- 213 M278 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 214 M279 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 215 M280 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 216 M286 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 217 M294 W8x10 No 0 A992 .362 5.417 8 .283 5.104 DL+LL .074 10 8 218 M295 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 219 M296 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 220 M297 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 221 M300 W8x10 No 0 A992 .009 2.026 8 .036 0 LL .007 0 8 222 M301 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. 8 223 M302 W1 0)(12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 224 M303 IW1Ox12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. g 225 M304 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. g 226 M305 W10x12 No 0 A992 .798 5.29 8 .619 5.29 DL+LL 257 0 8 227 M312 W1 0)(12 No 0 A992 .798 5.182 1 8 .612 15.182 DL+LL .257 10.3.. 8 228 M313 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8- 229 M314 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. g 230 M315 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. $ RISAFloor Version 10.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 15 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) Label Size Emlicit Studs Camb-MaterialBendin... Locfftl LC Defl Ch... Locfftl Cat Shear ... Locfftl LC 2311 M316 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 232 M317 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 233 M318 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 234 M319 W8x10 No 0 A992 .438 5.62 8 .412 5.204 DL+LL .158 9.992 8 235 M320 W8x10 No 0 A992 .012 2.292 8 .036 0 LL 1 .009 0 8 236 M321 W8x10 No 0 A992 .202 2.182 8 .08 2.182 DL+LL .151 4.365 8 237 M322 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 238 M323 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 239 M327 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 240 M329 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 241 M331 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 242 M332 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 243 M333 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 244 M343 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 245 M344 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 246 M345 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 247 M346 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 248 M347 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 249 M348 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 250 M349 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 251 M358 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 252 M359 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 253 M360 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 254 M361 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 255 M330 W8x10 No 0 A992 1.054 4.989 8 .952 4.989 DL+LL .345 0 8 256 M292 W8x10 No 0 A992 .012 2.224 8 .036 0 LL 1 .008 4.542 g 257 M328 W1 2x22 No 0 A992 .901 9.37 9 .768 7.412 LL 1 .339 13.4.. g 258 M337 W1 6x26 No 0 A992 .916 6.615 9 .672 7.607 DL+LL 286 0 9- 259 M338 W1422 No 0 A992 1.014 9.37 9 .764 7.412 DL+LL .44 13.4.. 9 260 M339 W1 6)(31 No 0 A992 .962 6.615 9 .692 7.607 DL+LL 297 p 9- 261 M340 W12x14 No 0 A992 .963 6.713 8 .808 6.713 DL+LL .291 0 8 262 M363 W1 2x22 No 0 A992 .874 8.287 8 .867 8.287 DL+LL .242 16.5.. g 263 M364 W8x10 No 0 A992 .819 5 8 .742 5 DL+LL 268 p 1 8 264 M365 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 265 M366 W8x10 No 0 A992 .345 5 8 .313 5 DL+LL .112 0 8- 266 M341 W8x10 No 0 A992 .362 5.417 8 .283 5.313 DL+LL .074 10 8- 267 M342 W8x10 No 0 A992 .345 5 8 .313 5 DL+LL .112 0 8- 268 M290 W8x10 No 0 A992 .011 2.229 8 .036 0 LL 1 .008 0 8 269 M306 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 270 M307 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 271 M308 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 272 M309 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 273 M310 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8- 274 M311 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 275 M350 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 276 M351 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 12771 M352 I W8x10 I No I 1 0 1 A992 .937 14.703 1 8 1 .798 14.703 DL+LL .325 0 8 RISAFloor Version 10.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 16 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 3 (Continued) I nhal Si7P FYnlinit Stiirl-- Camh MafiarialRenrlin I nrrffl I r Deft rh 1 nrrffl rat Shaar 1 nrrffl I r 278 M353 W1 0)(12 No 0 A992 1 .798 5.29 8 .619 5.29 DL+LL .257 0 8 279 M354 W8x10 No 0 A992 .056 4.479 8 .048 4.479 DL+LL .019 0 8 280 M355 W8x10 No 0 A992 .003 .479 8 .036 0 LL .011 0 8 281 M356 W8x10 No 0 A992 .017 2.76 8 .036 0 LL .01 0 8 282 M357 W8x10 No 0 A992 .057 5 8 .052 5 DL+LL .019 0 8 283 M362 W8x10 No 0 A992 .003 .479 8 .036 0 LL .009 0 8 284 M287 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 285 M288 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 286 M289 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 287 M291 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 288 M299 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 289 M324 W8x10 No 0 A992 .913 5.313 8 .853 5.104 DL+LL .321 10 8 290 M325 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 291 M326 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 292 M334 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 293 M335 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 294 M336 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 295 M367 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 296 M368 W8x90 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8- 297 M369 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 298 M370 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8- 299 M371 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 300 M372 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 301 M373 W10x15 No 0 A992 .699 9.51 9 .738 7.272 DL+LL 203 13.4.. g 302 M374 W14x22 No 0 A992 .519 6.615 9 .433 7.607 DL+LL .136 0 9 Beam Code Summary for Hot Rolled: Level 4 1 ahal Si7a Fxnlicit Studs Camh MaterialRenf in 1 ncrffl I Defl Ch I nrrffl rat Shaar 1 nrrffl I r 1 M12 W8x10 No 0 A992 .818 4.996 8 .74 4.996 DL+LL' .267 9.991 8 2 M13 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 3 M14 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 4 M15 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 5 M18 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 6 M19 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 7 M23 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 8 M24 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 9 M29 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 10 M30 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11 M31 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 12 M34 W8x10 No 0 A992 .745 5 8 .675 5 DL+LL .243 0 8 13 M35 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 10 8 14 M36 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 15 M37 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 16 M38 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 1 .346 0 8 17 M39 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 18 M43 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 19 M47 W8x10 1 No I 1 O A99211.0591 5 1 8 1 .959 1 5 DL+LL .346 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 17 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) I nhel Size Fxnlicit Studs Camb-MaterialBendin... Locfftl LC Defl Ch... Locfftl Cat Shear ... Locfftl LC 20 1 M48 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 21 M50 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 22 M51 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 23 M52 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 24 M53 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 25 M54 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 26 M55 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8. 27 M56 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 28 M60 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 29 M61 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 30 M62 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 31 M63 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 32 M64 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 33 M65 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 34 M66 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 35 M67 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 36 M68 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 37 M69 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 38 M70 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 39 M71 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 40 M74 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 41 M75 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 42 M76 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 43 M77 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 44 M78 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 45 M79 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 46 M80 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 47 M81 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 48 M82 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 49 M83 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 50 M84 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 51 M85 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 52 M88 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 53 M89 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 54 M90 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 55 M91 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 56 M92 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 57 M93 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 58 M94 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 59 M95 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 60 M96 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 61 M97 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 62 M98 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 63 M99 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 64 M102 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 65 M103 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 66 M104 W8x10 I No I 1 0 1 A992 1.059 5 8 1 .959 1 5 DL+LL .346 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 18 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) I aFaI Ci7a 1=mliri4 CfihHQ r omh Ma4arimiRanriin 1 nrrftl I C riafl Ch I nrrftl r.of Cham I nrrftl I r. 67 M105 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 68 M106 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 69 M107 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 70 M108 W8x10 No 0 x992 1.059 5 8 .959 5 DL+LL .346 0 8 71 M109 W8x10 No 0 A99211.059 5 8 .959 5 DL+LL 346 0 8 72 M110 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL 346 0 8 73 M111 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 74 M112 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 75 M113 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 76 M116 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 77 M117 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 78 M118 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 79 M119 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 80 M120 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 81 M121 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 82 M122 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 83 M123 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 84 M124 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 85 M125 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 86 M126 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 87 M127 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 88 M130 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 89 M131 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 90 M132 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 91 M133 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 92 M134 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 93 M135 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 94 M136 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 95 M137 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 96 M138 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 97 M139 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 98 M140 W8x10 No 1 0 A992 1.059 5 1 8 .959 5 DL+LL .346 0 8 99 M141 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 100 M144 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 101 M145 W8x10 No 0 A992 11.059 5 8 .959 5 DL+LL .346 0 8 102 M146 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 103 M147 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 104 M148 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 105 M149 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 106 M150 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 107 M151 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 108 M152 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 109 M153 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 110 M154 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 111 M155 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 112 M158 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 113 M159 W8x10 I No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 19 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) Label Size Emlicit Studs Camb..MaterialBendin... Locfftl LC Deft Ch... Locrftl Cat Shear ... Locrftl LC 1141 M160 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 115 M161 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 116 M162 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 117 M163 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 118 M164 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 119 M165 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 120 M166 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 121 M167 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 122 M168 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 123 M169 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 124 M173 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 125 M174 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 126 M175 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 127 M176 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 128 M177 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 129 M178 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 130 M179 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 131 M180 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 132 M181 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 133 M182 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 134 M183 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 135 M184 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 136 M187 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 137 M188 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 138 M189 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 139 M190 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 140 M191 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 141 M192 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 142 M193 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 143 M194 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 144 M195 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 145 M196 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 146 M197 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 147 M198 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 148 M201 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 149 M202 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 150 M203 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 151 M204 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 152 M205 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 153 M206 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 154 M207 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8- 155 M208 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 156 M209 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 157 M210 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 158 M211 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 159 M212 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 11601 M215 I W8x10 I No 1 1 0 1 A992 1.059 1 5 1 8 1 .959 1 5 DL+LL .346 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Mod el\Stor-AII Wheat Ridge -Take 4.rfl] Page 20 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) Label Size Emlicit Studs Camb..MaterialBendin... Locrftl LC Defl Ch... Locrftl Cat Shear... Locrftl LC 161 M216 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 162 M217 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 163 M218 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 164 M219 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 165 M220 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 166 M221 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 167 M222 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 168 M223 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 169 M224 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 170 M225 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 171 M226 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 172 M229 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 173 M230 W8x10 No 0 A992 584 5 8 .53 5 DL+LL .191 0 8 174 M231 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8 175 M232 W8x10 No 0 A992 .83 5:625 8 .776 5.208 DL+LL .306 10 8 176 M233 ' W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 177 M234 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 178 M235 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 179 M236 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 180 M237 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 181 M238 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 182 M239 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 183 M240 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 184 M244 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 185 M245 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 186 M246 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 187 M247 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 188 M248 W8x10 No 0 A992 1.059 5 8 .959 5 DL+r-L .346 0 8 189 M249 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 190 M250 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 191 M251 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 192 M259 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 193 M199 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 194 M200 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL .267 0 8 195 M213 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL 267 0 8 196 M214 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL 267 0 8 197 M227 W8x10 No 0 A992 .817 5 8 .74 5 DL+LL 267 0 8 198 M228 W21x44 No 0 A992 .496 15 8 .809 15 DL+LL .109 0 8 199 M241 W21x44 No 0 A992 .449 15 8 .765 15 DL+LL 077 0 8 200 M242 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 201 M255 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8 202 M256 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 203 M257 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 204 M258 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 205 M260 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL 346 0 8 206 M267 W8x10 No 0 A992 .913 4.688 8 .853 4.896 DL+LL .321 0 8- 12 M272 lW21x44j No 1 0 1 A992 1 .449 1 15 1 8 1 .765 1 15 DL+LL .077 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 21 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) Label Size Emlicd Studs Camb..MatedalBendin... Locfftl LC Defl Ch... Locfftl Cat Shear ... Loc[ft] LC 2081 M273 W21x44 No 0 A992 .496fl58 8 .809 15 DL+LL .109 0 8 209 M274 W8x10 No 0 A992 .364 8 .282 4.688 DL+LL .073 0 8 210 M275 W8x10 No 0 A992 .3438 .311 5 DL+LL .112 0 8 211 M276 W8x10 No 0 A992 .3438 .311 5 DL+LL .112 0 8 212 M277 W8x10 No 0 A992 .056 2.175 8 .036 0 LL .042 0 8- 213 M278 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 214 M279 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 215 M280 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 216 M286 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 217 M294 W8x10 No 0 A992 .362 5.417 8 .283 5.104 DL+LL .074 10 8- 218 M295 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8- 219 M296 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8- 220 M297 W8x10 No 0 A992 .584 5 8 .53 5 DL+LL .191 0 8- 221 M300 W8x10 No 0 A992 .009 2.026 8 .036 0 LL 1 .007 0 8 222 M301 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. 8 223 M302 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 224 M303 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 225 M304 W1 0)(12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 226 M305 W10x12 No 0 A992 .798 5.29 8 .619 5.29 DL+LL 257 0 8- 227 M311 W10x12 No 0 A992 .798 5.29 8 .619 5.29 DL+LL 257 0 8- 228 M312 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.• 8- 229 M313 W1 0)(12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL .257 10.3.. 8 230 M314 W10x12 No 0 A992 .798 5.182 8 .612 5.182 DL+LL 257 10.3.. 8 231 M315 W8x10 No 0 A992 .628 5.182 8 .59 5.182 DL+LL .198 10.3.. 8 232 M316 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 233 M317 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 234 M318 W8x10 No 0 A992 .343 5 8 .311 5 DL+LL .112 0 8 235 M319 W8x10 No 0 A992 .438 5.62 8 .412 5.204 DL+LL .158 9.992 8 236 M320 W8x10 No 0 A992 .012 2.292 8 .036 0 LL .009 0 8- 237 M321 W8x10 No 0 A992 .202 2.182 8 .08 2.182 DL+LL .151 4.365 8 238 M322 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 239 M323 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 240 M327 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 241 M329 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 242 M331 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 243 M332 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 244 M333 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 245 M343 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8- 246 M344 W8x10 No 0 A992 1.059 5 8 .959 5 DL+L-L .346 0 8- 247 M345 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 248 M346 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 249 M347 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 250 M348 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 251 M349 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 252 M358 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 253 M359 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 12541 M360 W8x10 I No 1 0 A992 1 .057 1 5 1 8 .053 5 DL+LL .019 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 22 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level 4 (Continued) Label Size E)Wlicit Studs Camb.. Material Bend in... Loc[ft] LC Deft Ch... Loc[ftl Cat Shear ... Locrftl LC 2551 M361 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 256 M330 W8x10 No 0 A992 1.054 4.989 8 .952 4.989 DL+LL .345 9.977 8 257 M292 W8x10 No 0 A992 .012 2.224 8 .036 0 LL .008 4.542 8 258 M363 W12x14 No 0 A992 .963 6.713 8 .808 6.713 DL+LL .291 0 8 259 M364 W1 2x22 No 0 A992 .874 8.287 8 .867 8.287 DL+LL .242 16.5.. g 260 M365 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 261 M366 W8x10 No 0 A992 .819 5 8 .742 5 DL+LL 268 0 8 262 M367 W8x10 No 0 A992 .345 5 8 .313 5 DL+LL .112 0 8 263 M340 W8x10 No 0 A992 .362 4.583 8 .283 4.688 DL+LL .074 0 8 264 M341 W8x10 No 0 A992 .345 5 8 .313 5 DL+LL .112 0 8 265 M290 W8x10 No 0 A992 .011 2.229 8 .036 0 LL .008 0 8 266 M291 W8x10 No 0 A992 .057 5 8 .052 5 DL+LL .019 10 8 267 M298 W8x10 No 0 A992 .003 .479 8 .036 0 LL .009 0 8 268 M299 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 269 M306 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 270 M308 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 271 M309 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 272 M350 W8x10 No 0 A992 .056 4.479 8 .048 4.479 DL+LL .019 0 8 273 M351 W8x10 No 0 A992 .003 .479 8 .036 0 LL .011 0 8 274 M310 W8x10 No 0 A992 .017 2.76 8 .036 0 LL .01 0 8 275 M307 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 276 M352 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 277 M353 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 278 M354 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .325 0 8 279 M355 W8x10 No 0 A992 .937 4.703 8 .798 4.703 DL+LL .3250 8 280 M337 W8x10 No 0 A992 .819 5 8 .742 5 DL+LL .268 0 8 281 M338 W10x12 No 0 A992 .819 3.438 12 .726 4.792 LL .247 0 12 282 M339 W8x10 No 0 A992 .709 4.65 8 .597 4.65 DL+LL 249 9.301 8 283 M342 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 284 M356 W10x12 No 0 A992 .924 3.438 12 .832 4.792 LL .294 0 9 285 M357 W8x10 No 0 A992 .916 4.65 8 .771 4.65 DL+LL 322 9.301 8 286 M289 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 287 M324 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 288 M325 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 289 M326 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 290 M334 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 291 M335 W8x10 No 0 A992 .913 5.313 8 .853 5.104 DL+LL .321 10 8 292 M336 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8- 293 M362 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 294 M368 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 295 M369 W8x10 No 0 A992 .057 5 8 .053 5 DL+LL .019 0 8 296 M370 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 297 M371 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 298 F M372 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 299 M373 W8x10 No 0 A992 1.059 5 8 .959 5 DL+LL .346 0 8 300 M374 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8- L301 M375 W8x10 No 0 1 A992 1 .312 12.714 1 8 1 .153 12.714 DL+LL .188 1 0 1 8 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 23 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Level (Continued) I .hel Ciao Pv irit 4ZhAc rtamh hAnfarinlRanriin I ncrkl I C rlafl Ch I ncrkl Cat Shear I nrlfll I C 3021 M376 W8x10 No 0 A992 .312 2.714 8 .153 2.714 DL+LL .188 0 8 303 M328 W8x10 No 0 A992 .35 5.039 8 .32 5.039 DL+LL .114 0 8 304 M377 W8x10 No 0 A992 .555 6.511 12 .578 5.271 LL .163 9.922 12 305 M378 W8x10 No 0 A992 .298 4.65 8 .252 4.65 DL+LL .105 0 8 Beam Code Summary for Hot Rolled: Roof I .. -I 0;__ e.... r..a C1..Ad r'.,. k RA. f-,-]Q-Ain i -mi I r r1eFl r1h i nrrf+l Cn+ czh- I nnrfn I C 1 1 M229 W8x10 No 0 A992 .193 5 12 .21 1 5 LL .063 0 12 2 M230 W8x10 No 0 A992 .193 5 12 .21 5 LL .063 0 12 3 M231 W8x10 No 0 A992 .192 5 12 .209 5 LL .063 0 12 4 M232 W8x10 No 0 A992 .282 5.625 12 .314 5.208 LL .103 10 12 5 M228 W16x31 No 0 A992 .44 15 12 .874 15 DL+LL .091 30 12 6 M241 W16x26 No 0 A992 .424 15.625 12 .879 15 DL+LL .07 30 12 7 M242 W8x10 No 0 A992 .324 4.792 12 .367 5 LL .105 0 12 8 M255 W8x10 No 0 A992 .328 4.792 12 .372 5 LL .106 0 12 9 M267 W8x10 No 0 A992 .321 4.792 12 .363 4.896 LL .105 0 12 10 M272 W1 6)(26 No 0 A992 .421 16.25 12 .873 15 DL+LL .07 30 12 11 M273 W16x31 No 0 A992 .436 14.688 12 .868 15 DL+LL .09 0 12 12 M274 W8x10 No 0 A992 .139 4.583 12 .125 4.688 LL .029 0 12 13 M275 W8x10 No 0 A992 .123 5 12 .133 5 LL .04 10 12 14 M276 W8x10 No 0 A992 .124 5 12 .134 5 LL .04 0 12 15 M277 W8x10 No 0 A992 .03 2.175 12 .036 0 LL .022 0 12 16 M294 W8x10 No 0 A992 .139 5.417 12 .126 5.417 LL .03 10 12 17 M295 W8x10 No 0 A992 .282 5 12 .32 5 LL .092 0 12 18 M296 W8x10 No 0 A992 .282 5 12 .32 5 LL .092 0 12 19 M297 W8x10 No 0 A992 .282 5 12 .32 5 LL .092 0 12 20 M300 W8x10 No 0 A992 .004 2.026 12 .036 0 LL .003 4.052 12 21 M301 W8x10 No 0 A992 .192 5.29 12 .214 5.182 LL .065 10.3.. 12 22 M315 W8x10 No 0 A992 .208 5.182 12 .235 5.182 LL .066 10.3.. 12 23 M318 W8x10 No 0 A992 .122 5 12 .132 5 LL .041 10 12 24 M319 W8x10 No 0 A992 .182 5.62 12 .205 5.204 LL .067 9992 12 25 M320 W8x10 No 0 A992 .006 2.292 12 .036 0 LL .005 0 12 26 M322 W8x10 No 0 A992 .023 4.896 12 .036 0 LL .008 0 12 27 M323 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 28 M327 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 29 M329 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 30 M331 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 31 M332 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 32 M333 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 33 M346 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 34 M347 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 35 M348 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 36 M358 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 37 M359 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 38 M360 W8x10 No 0 A992 .024 5 12 .036 0 LL 008 0 12 39 M361 W8x10 No 0 A992 .02 5 12 .036 0 LL .007 10 12 40 M365 W8x10 No 0 A992 .125 5 12 .135 5 LL 041 10 12 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 24 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Continued) Label Size Explicit Studs Cam b.. Material Bend in... Loc[ftl LC Deft Ch... Loc[ftj Cat Shear ... Loc[ftl LC 41 M366 W8x10 No 0 A992 .006 12.224 12 .036 0 1 LL .005 14.542 12 42 M341 W8x10 No 0 A992 .134 5.417 12 .121 5.417 LL .029 10 12 43 M367 W8x10 No 0 A992 .121 5 12 .13 5 LL .04 9.999 12 44 M307 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 45 M310 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 46 M352 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 47 M356 W8x10 No 0 A992 .008 2.76 12 .036 0 LL .008 5.52 12 48 M357 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 49 M362 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 50 M354 W8x10 No 0 A992 .351 5.29 12 .399 5.29 LL .117 10.3.. 12 51 M355 W8x10 No 0 A992 .024 4.479 12 .036 0 LL .008 0 12 52 M299 W8x10 No 0 A992 .005 2.229 12 .036 0 LL .004 0 12 53 M349 W8x10 No 0 A992 .351 5.074 12 .399 5.074 LL .117 0 12 54 M350 W8x10 No 0 A992 .024 5 12 .036 0 LL .008 0 12 55 M370 W8x10 No 0 A992 .001 .47 12 .036 0 LL .004 0 12 56 M371 W8x10 No 0 A992 0 .479 12 .036 0 LL .003 0 12 57 M71 W8x10 No 0 A992 .427 5 12 .485 5 LL .149 0 12 58 M72 W8x10 No 0 A992 .398 4.583 12 .444 5 LL .143 0 12 59 M73 W8x10 No 0 A992 .377 5 12 .419 5 LL .125 0 12 60 M74 W8x10 No 0 A992 .379 5 12 .421 5 LL .124 0 12 61 M75 W8x10 No 0 A992 .422 6.853 12 .617 6.853 LL .104 0 12 62 M76 W10x12 No 0 A992 .415 7.938 12 .575 7.938 LL .087 0 12 63 M77 W8x10 No 0 A992 .234 5 12 .251 5 LL .076 10 12 64 M78 W8x10 No 0 A992 .332 5 12 .363 5 LL .108 0 12 65 M79 W8x10 No 0 A992 .332 5 12 .363 5 LL .108 0 12 66 M80 W8x10 No 0 A992 .332 5 12 .363 5 LL .108 0 12 67 M81 W8x10 No 0 A992 .229 4.996 12 .245 4.996 LL .075 9.991 12 68 M82 W8x10 No 0 A992 .231 5 12 .237 5 LL .075 0 12 69 M83 W8x10 No 0 A992 .224 5 12 .229 5 LL .073 0 12 70 M84 W8x10 No 0 A992 .224 5 12 .229 5 LL .073 0 12 71 M85 W8x10 No 0 A992 .224 5 12 .229 5 LL .073 0 12 72 M86 W8x10 No 0 A992 .23 4.989 12 .237 4.989 LL .077 9.9771 12 73 M87 W8x10 No 0 A992 .236 5 12 .244 5 LL .079 0 1 12 74 M88 W8x10 No 0 A992 .236 5 12 .243 5 LL .077 0 12 75 M89 W8x10 No 0 A992 .416 6.853 12 .583 6.853 LL .101 0 12 76 M90 W10x12 Yes 0 A992 .409 7.938 12 .544 7.938 LL .086 0 12 77 M91 W8x10 No 0 A992 .238 5 12 .246 5 LL .081 0 12 78 M92 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 79 M96 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 80 M97 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 81 M98 W8x10 No 0 A992 222 5 12 .227 5 LL .073 0 12 82 M99 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 83 M100 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 84 M101 W8x10 No 0 A992 .223 4.896 12 .235 5.208 LL .074 10 12 85 M102 W8x10 No 0 A992 .172 5 12 .178 5 LL .058 10 12 86 M104 W8x10 No 0 A992 .266 4.688 12 .281 5 LL .094 0 12 87 M105 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 RISAFloor Version 10.0.1 [H:\...\ ... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 25 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Continued) Label Size Emlicit Studs Camb.. Material Bendin... Locfftl LC Defl Ch... Locrftl Cat Shear... Locfftl LC 88 1 M106 W8x10 No 0 A992 1 .222 5 12 .227 5 LL .073 0 12 89 M107 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 90 M108 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 91 M109 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 92 M110 W8x10 No 0 A992 .222 5 12 .227 5 LL 1 .073 0 12 93 M111 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 94 M112 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 95 M113 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 96 M114 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 97 M115 W8x10 No 0 A992 .223 5 12 .228 5 LL .074 10 12 98 M116 W8x10 No 0 A992 .346 5.182 12 .39 5.182 LL .117 10.3.. 12 99 M117 W8x10 No 0 A992 .347 5.182 12 .391 5.182 LL .117 0 12 100 M118 W8x10 No 0 A992 .223 5 12 .228 5 LL .075 0 12 101 M119 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 102 M120 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 103 M121 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 104 M122 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 105 M123 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 106 M124 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 107 M125 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 108 M126 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 109 M127 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 110 M128 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 111 M129 W8x10 No 0 A992 .267 5.104 12 .282 5.104 LL .094 10 12 112 M132 W8x10 No 0 A992 .266 4.688 12 .281 5 LL .094 0 12 113 M133 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 114 M134 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 115 M135 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 116 M136 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 117 M137 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 118 M138 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 119 M139 W8x10 No 0 A992 .222 5 12 .227 5 LL 1 .073 0 12 120 M140 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 121 M141 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 122 M142 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 123 M143 W8x10 No 0 A992 .223 5 12 .228 5 LL .075 10 12 124 M144 W8x10 No 0 A992 .348 5.182 12 .392 5.182 LL .118 10.3.. 12 125 M145 W8x10 No 0 A992 .224 5 12 .229 5 LL .075 0 12 126 M146 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 127 M147 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 128 M148 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 129 M149 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 130 M150 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 131 M151 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 1 12 132 M152 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 133 M153 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 134 M154 W8x10 No 0 1 A992 1 .222 1 5 112, .227 1 5 LL .073 0 12 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 26 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Condnuea) Label Size Emlicit Studs Camb..MaterialBendin... Locfftl LC Defl Ch... Locfftl Cat Shear... Locfftl LC 1351 M155 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 136 M156 W8x10 No 0 A992 .239 5.104 12 .247 5 LL .081 10 12 137 M157 W8x10 No 0 A992 .394 5 12 .44 5 LL .144 0 12 138 M158 W8x10 No 0 A992 .223 5 12 .227 5 LL .074 0 12 139 M159 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 140 M160 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 141 M161 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 142 M162 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 143 M163 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 144 M164 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 145 M165 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 146 M166 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 147 M167 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 148 M168 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 149 M169 W8x10 No 0 A992 .225 5 12 .231 5 LL .077 10 12 150 M170 MAO No 0 A992 .292 4.703 12 .3 4.703 LL .108 9.406 12 151 M171 W8x10 No 0 A992 .293 4.703 12 .301 4.703 LL .108 0 12 152 M172 W8x10 No 0 A992 .225 5 12 .231 5 LL .077 0 12 153 M173 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 154 M174 W8x10 No 0 A992 .222 5 12 .227 -5 LL .073 0 12 155 M175 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 156 M176 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 157 M177 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 158 M178 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 159 M179 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 160 M180 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 161 M181 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 162 M182 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 163 M183 W8x10 No 0 A992 .223 5 12 .227 5 LL .074 10 12 164 M184 W8x10 No 0 A992 .394 5 12 .44 5 LL .144 10 12 165 M185 W8x10 No 0 A992 .394 5 12 .44 5 LL .144 0 12 166 M186 W8x10 No 0 A992 .223 5 12 .227 5 LL .074 0 12 167 M187 W8x10 No 0 A992 222 5 12 .227 5 LL .073 0 12 168 M188 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 169 M189 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 170 M190 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 171 M191 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 172 M192 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 173 M193 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 174 M194 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 175 M195 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 176 M196 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 177 M197 W8x10 No 0 A992 .225 5 12 .231 5 LL .077 10 12 178 M198 W8x10 No 0 A992 .293 4.703 12 .301 4.703 LL .108 9.406 12 179 M199 W8x10 No 0 A992 .293 4.703 12 .301 4.703 LL .108 0 12 180 M200 W8x10 No 0 A992 .225 4.896 12 .232 4.896 LL .077 0 12 181 M201 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 RISAFloor Version 10.0.1 (HA ... \... \... \... \RISA Mod el\Stor-AII Wheat Ridge -Take 4.rfl] Page 27 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Continued) Label Size E licit Studs Cam b.. Material Bend in... Locfftl LC Defl Ch... Loc[ftj Cat Shear ... Lo ftLC 1821 M202 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 183 M203 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 184 M204 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 185 M205 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 186 M206 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 187 M207 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 188 M208 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 189 M209 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 190 M210 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 191 M211 W8x10 No 0 A992 .223 5 12 .227 5 LL .074 10 12 192 M212 W8x10 No 0 A992 .394 5 12 .44 5 LL .144 10 12 193 M213 W8x10 No 0 A992 .223 5 12 .227 5 LL .074 0 12 194 M214 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 195 M215 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 196 M216 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 197 M217 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 198 M218 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 199 M219 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 200 M220 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 201 M221 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 202 M222 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 203 M223 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 204 M224 W8x10 No 0 A992 .225 5 12 .231 5 LL .076 10 12 205 M225 W8x10 No 0 A992 .291 4.703 12 .299 4.703 LL .108 9.406 12 206 M226 W8x10 No 0 A992 .224 5 12 .24 5 LL .075 0 12 207 M227 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 208 M233 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 209 M234 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 210 M235 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 211 M236 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 212 M237 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 213 M238 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 214 M239 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 215 M240 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 216 M244 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 217 M245 W8x10 No 0 A992 .246 5.104 12 .256 5 LL .085 10 12 218 M248 W8x10 No 0 A992 .266 4.792 12 .282 5 LL .094 0 12 219 M249 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 220 M250 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 221 M251 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 222 M252 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 223 M253 W8x10 No 0 A992 .222 5 12 .227 1 5 LL 1 .073 0 12 224 M254 W8x10 No 0 A992 .222 5 12 .227 1 5 LL .073 0 12 225 M256 W8x10 No 0 A992 .222 5 12 .227 5 LL 1 .073 0 12 226 M257 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 227 M258 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 12281 M259 I W8x10 I No 1 0 1 A992 1 .222 5 12 .227 5 LL .073 1 0 12 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 28 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Continued) Label Size Explicit Studs Camb..MaterialBend in... Loc[ft] LC Deft Ch... Locfftl Cat Shear ... Locfftl LC 2291 M260 W8x10 No 0 A992 .223 5 12 .228 5 LL .075 10 12 230 M261 W8x10 No 0 A992 .349 5.182 12 .394 5.182 LL .118 10.3.. 12 231 M263 W8x10 No 0 A992 .347 5.182 12 .392 5.182 LL .117 0 12 232 M264 W8x10 No 0 A992 .224 5 12 .228 5 LL .075 0 12 233 M265 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 234 M266 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 235 M278 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 236 M279 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 237 M280 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 238 M281 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 239 M282 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 240 M283 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 241 M284 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 242 M285 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 243 M286 W8x10 No 0 A992 .267 5.104 12 .282 5.104 LL .094 10 12 244 M289 W8x10 No 0 A992 .267 4.688 12 .281 5 LL .094 0 12 245 M290 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 246 M291 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 247 M293 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 248 M302 W8x10 No 0 A992 _222 5 12 .227 5 LL .073 0 12 249 M303 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 250 M304 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 251 M305 W8x10 No 0 A992 .256 5 12 .269 5 LL .084 10 12 252 M306 W8x10 No 0 A992 .26 5 12 .273 5 LL .085 0 12 253 M308 W8x10 No 0 A992 .26 5 12 .274 5 LL .085 0 12 254 M309 W8x10 No 0 A992 .261 5 12 .275 5 LL .085 0 12 255 M311 W8x10 No 0 A992 .262 5 12 .276 5 LL .086 10 12 256 M312 W8x10 No 0 A992 .317 5.182 12 .353 5.182 LL .103 10.3• 12 257 M313 W8x10 No 0 A992 .309 5 12 .333 5 LL .105 0 12 258 M314 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 259 M316 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 260 M317 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 261 M321 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 262 M328 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 263 M330 W8x10 No 0 A992 .222 5 12 .227 5 LL .073 0 12 264 M337 W8x10 No 0 A992 .242 5.104 12 .251 5 LL .083 10 12 265 M338 W8x10 No 0 A992 .068 2.182 12 .036 0 LL .053 0 12 266 M339 W8x10 No 0 A992 .266 4.896 12 .281 4.896 LL .094 0 12 267 M340 W8x10 No 0 A992 .224 5 12 .229 5 LL .073 0 12 268 M342 W8x10 No 0 A992 .228 5 12 .233 5 LL .075 10 12 269 M343 W8x10 No 0 A992 .231 5 12 .237 5 LL .075 0 12 270 M344 W8x10 No 0 A992 .231 5 12 .237 5 LL .075 0 12 271 M345 W8x10 No 0 A992 .231 5 12 .237 5 LL .075 0 12 272 M351 W8x10 No 0 A992 .226 5 12 .231 5 LL .075 10 12 273 M353 W8x10 No 0 A992 .389 5.313 12 .433 5.104 LL .14 10 12 274 M363 W8x10 No 0 A992 .448 5.104 12 .507 5 LL .151 0 12 275 M364 W8x10 No 0 A992 .335 5 12 .366 5 LL .112 0 12 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 29 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Beam Code Summary for Hot Rolled: Roof (Continued) I .hcl 9i- Pv Iir-it Rfivie Cmmh MatPrimlRPnrlln I ncrftl I C npfl Ch i ncrftl Cat Shear 1_orml LC 2761 M368 W8x10 No 0 A992 1 .333 5 12 .364 5 LL .109 0 12 277 M369 W8x10 No 0 A992 .233 5.104 12 .252 5.104 LL .077 0 12 278 M372 W8x10 No 0 A992 .233 5 12 .25 5 LL .076 0 12 279 M373 W8x10 No 0 A992 .233 5 12 .25 5 LL .076 0 12 280 M374 W8x10 No 0 A992 .232 5 12 1 .249 15 LL .076 0 1 12 281 M375 W8x10 No 0 A992 .225 5 12 .23 5 LL .073 0 12 282 M376 W8x10 No 0 A992 .401 6.713 12 .549 6.713 LL .098 0 12 283 M377 W10x12 No 0 A992 .43 8.287 12 .591 18.287 LL .086 16.5.. 12 284 M287 W8x10 No 0 A992 .016 5 12 .036 0 LL .006 10 12 285 M288 W8x10 No 0 A992 .015 5 12 .036 0 LL .005 0 12 286 M324 W8x10 No 0 A992 .015 5 12 .036 0 LL .005 0 12 287 M325 W8x10 No 0 A992 .016 5 12 .036 0 LL .006 10 12 288 M326 W8x10 No 0 A992 .031 5 12 .036 0 LL .01 0 12 289 M334 W8x10 No 0 A992 .322 5.313 12 .364 5.104 LL .107 10 12 290 M335 W8x10 No 0 A992 .015 5 12 .036 0 LL .005 0 12 291 M336 W8x10 No 0 A992 .016 5 12 .036 0 LL .005 0 12 292 M378 W8x10 No 0 A992 .015 5 12 .036 0 LL .005 0 12 293 M379 W8x10 No 0 A992 .015 5 12 .036 0 LL .005 0 12 294 M380 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .064 5.427 12 295 M381 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .065 5.427 12 296 M382 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .065 5.427 12 297 M383 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .065 5.427 12 298 M384 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .065 5.427 12 299 M385 W8x10 No 0 A992 .109 2.77 12 .07 2.77 LL .064 5.427 12 300 M386 W8x10 No 0 A992 .395 5.208 12 .46 5.104 LL .143 10 12 301 M387 W8x10 No 0 A992 .225 6.713 12 .332 6.713 LL .055 01 12 302 M388 W8x10 No 0 A992 .314 7.938 12 .549 7.772 LL 065 0 1 12 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: Project Descr: 4 -Story Self Storage Facility Printed. 22 DEC 2016. 8 47A Steel Beam File=H:\Stor-AII1C0_WHE-�1\3E873-1.PER13C6F5-1.14B\STOR-A-I.EC6 ENERCALC, INC. 1983.2016, Build:6.16.10.31, Ver.6.16.10.31 Description : Typ. Steel Beam @ Floor CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Load Resistance Factor Design Fy : Steel Yield : 50.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus : 29,000.0 ksi Bending Axis: Major Axis Bending W8x10 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0650, L = 0.1250 ksf, Tributary Width = 10.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.999: 1 Maximum Shear Stress Ratio = 0.337 : 1 Section used for this span W8x10 Section used for this span W8x10 Mu: Applied 32.837 k -ft Vu: Applied 13.541 k Mn * Phi: Allowable 32.871 k -ft Vn * Phi: Allowable 40.239 k Load Combination +1.20D+0.50Lr+1.60L+1.60H Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of maximum on span 4.850ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.280 in Ratio = 415 -360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.428 in Ratio = 272 >=240. Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 9.70 ft 1 0.331 0.111 10.87 10.87 36.52 32.87 1.00 1.00 4.48 40.24 40.24 +1.20 D+0.5 0 Lr+1.60 L+1.6 0 H Dsgn. L = 9.70 It 1 0.999 0.337 32.84 32.84 36.52 32.87 1.00 1.00 13.54 40.24 40.24 +1.20 D+1.60 L+O.50 S+1.60 H Dsgn. L = 9.70 ft 1 0.999 0.337 32.84 32.84 36.52 32.87 1.00 1.00 13.54 40.24 40.24 +1.20D+1.60Lr+0.50L+1.60H Dsgn. L = 9.70 ft 1 0.507 0.171 16.67 16.67 36.52 32.87 1.00 1.00 6.87 40.24 40.24 +1.20D+1.60Lr+0.50 W+1.60H Dsgn. L = 9.70 ft 1 0.283 0.095 9.31 9.31 36.52 32.87 1.00 1.00 3.84 40.24 40.24 +1.20 D+0.5 0 L+1.60 S+1.60 H Dsgn. L = 9.70 ft 1 0.507 0.171 16.67 16.67 36.52 32.87 1.00 1.00 6.87 40.24 40.24 +1.20 D+1.60S+0.50W+1.60H Dsgn. L = 9.70 ft 1 0.283 0.095 9.31 9.31 36.52 32.87 1.00 1.00 3.84 40.24 40.24 +1.20 D+0.5 0 Lr+0. 50 L+W+1.60 H Dsgn. L = 9.70 ft 1 0.507 0.171 16.67 16.67 36.52 32.87 1.00 1.00 6.87 40.24 40.24 +1.20 D+0.50 L+0.50 S+W+1.60 H Dsgn. L = 9.70 ft 1 0.507 0.171 16.67 16.67 36.52 32.87 1.00 1.00 6.87 40.24 40.24 +1.20 D+0.50 L+O. 70 S+E+1.60 H Dsgn. L = 9.70 it 1 0.507 0.171 16.67 16.67 36.52 32.87 1.00 1.00 6.87 40.24 40.24 +0.90D+W+0,90H Dsgn. L = 9.70 It 1 0.213 0.072 6.99 6.99 36.52 32.87 1.00 1.00 2.88 40.24 40.24 +0.90D+E+0.90H Dsgn. L = 9.70 ft 1 0.213 0.072 6.99 6.99 36.52 32.87 1.00 1.00 2.88 40.24 40.24 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: Protect Descr: 4 -Story Self Storage Facility Steel Beam Description : Typ. Steel Beam @ Floor Overall Maximum Deflections File = Printed: 22 DEC 2016, 8:47AM INC. 19&3-2016, Build:6.16.10.31. Ver.6.16,10.31 Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 0.4279 4.878 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 9.264 9.264 Overall MINimum 1.921 1.921 +D+H 3.201 3.201 +D+L+H 9.264 9.264 +D+Lr+H 3.201 3.201 +D+S+H 3.201 3.201 +D+0.750Lr+0.750L+H 7.748 7.748 +D+0.750L40.750S+H 7.748 7.748 +D+0.60W+H 3.201 3.201 +D+0.70E+H 3.201 3.201 +D+0.750Lr+0.750L+0.450W+H 7.748 7.748 +D+0.750L+0.750S+0.450W+H 7.748 7.748 +D+0.750L40.750S+0.5250E+H 7.748 7.748 +0.60D+0.60W+0.60H 1.921 1.921 +0.60D+0.70E+0.60H 1.921 1.921 D Only 3.201 3.201 Lr Only L Only 6.063 6.063 S Only W Only E Only H Only Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed. 22 DEC 2016. 8 56A Steel Beam File = H:1Stor-AIRC0_WHE-113E673-1.PER13C6F5-1.14B1STOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.16.10.31 0.011271 Licensee: GALLOWAY & COMPANY, Description : Typ. Steel Beam @ Roof CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method : Load Resistance Factor Design Fy : Steel Yield: 50.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis : Major Axis Bending 0 wea0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0150, L = 0.020, S = 0.030 ksf, Tributary Width = 10.0 ft, (Typ. Roof Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.276: 1 Maximum Shear Stress Ratio = 0.093: 1 Section used for this span W8x10 Section used for this span W8x10 Mu: Applied 9.080 k -ft Vu: Applied 3.744 k Mn * Phi : Allowable 32.871 k -ft Vn * Phi: Allowable 40.239 k Load Combination +1.20D+0.50L+1.60S+1.60H Load Combination +1.20D+0.50L+1.60S+1.60H Location of maximum on span 4.850ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.067 in Ratio = 1,731 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.120 in Ratio = 971 >=240. Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 9.70 ft 1 0.080 0.027 2.63 2.63 36.52 32.87 1.00 1.00 1.09 40.24 40.24 +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 9.70 ft 1 0.183 0.062 6.02 6.02 36.52 32.87 1.00 1.00 2.48 40.24 40.24 +1.2 0 D+1.60 L+0.50 S+1.6 0 H Dsgn. L = 9.70 ft 1 0.237 0.080 7.79 7.79 36.52 32.87 1.00 1.00 3.21 40.24 40.24 +1.20 D+1.60Lr+0.50L+1.60H Dsgn. L = 9.70 ft 1 0.104 0.035 3.43 3.43 36.52 32.87 1.00 1.00 1.42 40.24 40.24 +1.20 D+1.60 Lr+0.50 W+1.60 H Dsgn. L = 9.70 ft 1 0.069 0.023 2.26 2.26 36.52 32.87 1.00 1.00 0.93 40.24 40.24 +1.20 D+0.50 L+1.60 S+1.60 H Dsgn. L = 9.70 ft 1 0.276 0.093 9.08 9.08 36.52 32.87 1.00 1.00 3.74 40.24 40.24 +1.20 D+1.60 S+0.50 W+1.60 H Dsgn. L = 9.70 ft 1 0.240 0.081 7.90 7.90 36.52 32.87 1.00 1.00 3.26 40.24 40.24 +1.20D+0.50Lr+0.50L+W+1.60 H Dsgn. L = 9.70 ft 1 0.104 0.035 3.43 3.43 36.52 32.87 1.00 1.00 1.42 40.24 40.24 +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 9.70 ft 1 0.158 0.053 5.20 5.20 36.52 32.87 1.00 1.00 2.14 40.24 40.24 +1.20D+0.50L+0.70S+E+1.60H Dsgn. L = 9.70 ft 1 0.180 0.061 5.90 5.90 36.52 32.87 1.00 1.00 2.43 40.24 40.24 +0.90D+W+0.90H Dsgn. L = 9.70 ft 1 0.052 0.017 1.69 1.69 36.52 32.87 1.00 1.00 0.70 40.24 40.24 +0.90D+E+0.90H Dsgn. L = 9.70 ft 1 0.052 0.017 1.69 1.69 36.52 32.87 1.00 1.00 0.70 40.24 40.24 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016. 8:56AM Steel Beam File=H:lStor-AIRCO_WHE-113E873-1.PER13C6F5-1.14B1STOR-A-I.EC6� ENERCALC, INC. 19n2016. Build:6.16.10.31, Ver.6.16.10.31 0.i11271 Licensee: GALLOWAY & COMPANY, Description : Typ. Steel Beam @ Roof Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.1199 4.878 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.595 2.595 Overall MINimum 0.466 0.466 +D+H 0.776 0.776 +D+L+H 1.746 1.746 +D+Lr+H 0.776 0.776 +D+S+H 2.231 2.231 +D+0.750Lr+0.750L+H 1.504 1.504 +D+0.750L+0.750S+H 2.595 2.595 +D+0.60W+H 0.776 0.776 +D+0.70E+H 0.776 0.776 +D+0.750Lr+0.750L+0.450W+H 1.504 1.504 +D+0.750L+0.750S+0.450W+H 2.595 2.595 +D+0.750L+0.750S+0.5250E+H 2.595 2.595 +0.60D+0.60W+0.60H 0.466 0.466 +0.60D+0.70E+0.60H 0.466 0.466 D Only 0.776 0.776 Lr Only L Only 0.970 0.970 S Only 1.455 1.455 W Only E Only H Only Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016. 8:57AM Steel Beam File =H:\Stor-AMIGO_WHE-1\3E873-1.PER\3C6F5-1.14B\STOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.16.10.31 KW -06011271 •COMPANY, INC Description : Typ. Steel Beam @ Roof w/ Drift CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Load Resistance Factor Design Fy : Steel Yield : 50.0 ksi Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E: Modulus : 29,000.0 ksi Bending Axis : Major Axis Bending D 0, 1 5t L 0.2 S 0.3 W8x10 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0150, L = 0.020, S = 0.030 ksf, Tributary Width =10.0 ft, (Typ. Roof Load) Varying Uniform Load : S(S,E) = 0.0540-4.0 ksf, Extent = 0.0 > 9.70 ft, Trib Width =10.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.432: 1 Maximum Shear Stress Ratio = Section used for this span W8x10 Section used for this span Mu: Applied 14.211 k -ft Vu: Applied Mn * Phi: Allowable 32.871 k -ft Vn * Phi: Allowable Load Combination +1.20D+0.50L+1.60S+1.60H Load Combination Location of maximum on span 4.573ft Location of maximum on span Span # where maximum occurs Span # 1 Span # where maximum occurs 0.162 : 1 W8x10 6.538 k 40.239 k +1.20 D+0.50 L+1.60S+1.60 H 0.000 ft Span # 1 Maximum Deflection 1.00 1.00 1.09 Max Downward Transient Deflection 0.128 in Ratio= 911 >=360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.165 in Ratio= 704 >=240. Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 Maximum Forces & Stresses for Load Combinations 6.02 Load Combination Max Stress Ratios 36.52 +1.20 D+1.60 L+0.50 S+1.60 H Summary of Moment Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm +1.40D+1.60H 1.00 1.00 1.09 40.24 40.24 Dsgn. L = 9.70 ft 1 0.080 0.027 2.63 2.63 36.52 +1.20 D+0.50Lr+1.60L+1.60H 1.00 1.00 4.08 40.24 40.24 Dsgn. L = 9.70 ft 1 0.183 0.062 6.02 6.02 36.52 +1.20 D+1.60 L+0.50 S+1.60 H 1.00 1.00 0.93 40.24 40.24 Dsgn. L = 9.70 It 1 0.285 0.101 9.38 9.38 36.52 +1.20 D+1.60Lr+0.50L+1.60H 1.00 1.00 6.05 40.24 40.24 Dsgn. L = 9.70 ft 1 0.104 0.035 3.43 3.43 36.52 +1.20D+1.60Lr+0.50 W+1.60H 1.00 1.00 3.02 40.24 40.24 Dsgn. L = 9.70 ft 1 0.069 0.023 2.26 2.26 36.52 +1.20 D+0.5 0 L+1.60 S+1.6 0 H 1.00 1.00 0.70 40.24 40.24 Dsgn. L = 9.70 ft 1 0.432 0.162 14.21 14.21 36.52 +1.20 D+1.60S+0.50W+1.60H Dsgn. L = 9.70 ft 1 0.397 0.150 13.04 13.04 36.52 +1.2 0 D+0.5 0 L r+0.5 0 L+W+1.6 0 H Dsgn. L = 9.70 ft 1 0.104 0.035 3.43 3.43 36.52 +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 9.70 ft 1 0.207 0.075 6.80 6.80 36.52 +1.20D+0.50L+0.70S+E+1.60H Dsgn. L = 9.70 ft 1 0.248 0.091 8.14 8.14 36.52 +0.90D+W+0,90H Dsgn. L = 9.70 ft 1 0.052 0.017 1.69 1.69 36.52 +0.90D+E+0.90H Dsgn. L = 9.70 ft 1 0.052 0.017 1.69 1.69 36.52 VuMax Vnx Phi*Vnx 32.87 1.00 1.00 1.09 40.24 40.24 32.87 1.00 1.00 2.48 40.24 40.24 32.87 1.00 1.00 4.08 40.24 40.24 32.87 1.00 1.00 1.42 40.24 40.24 32.87 1.00 1.00 0.93 40.24 40.24 32.87 1.00 1.00 6.54 40.24 40.24 32.87 1.00 1.00 6.05 40.24 40.24 32.87 1.00 1.00 1.42 40.24 40.24 32.87 1.00 1.00 3.02 40.24 40.24 32.87 1.00 1.00 3.66 40.24 40.24 32.87 1.00 1.00 0.70 40.24 40.24 32.87 1.00 1.00 0.70 40.24 40.24 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016, 8:57AM Steel Beam File=H:iStor-AIACO_WHE-113E873-1.PER13C6F5-1.14BiSTOR-A-1,EC6 ENERCALC, INC. 1983.2016, Build:6.16.10.31, Ver.6.16.10.31 1.111VI Licensee: GALLOWAY & COMPANY, Description : Typ. Steel Beam @ Roof w/ Drift Overall Maximum Deflections Load Combination Span Max. =" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.1653 4.822 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.977 3.250 Overall MINimum 0.466 0.466 +D+H 0.776 0.776 +D+L+H 1.746 1.746 +D+Lr+H 0.776 0.776 +D+S+H 3.977 3.104 +D+0.750Lr+0.750L+H 1.504 1.504 +D+0.750L+0.750S+H 3.904 3.250 +D+0.60W+H 0.776 0.776 +D+0.70E+H 0.776 0.776 +D+0.750Lr+0.750L+0.450W+H 1.504 1.504 +D+0.750L+0.750S+0.450W+H 3.904 3.250 +D+0.750L+0.750S+0.5250E+H 3.904 3.250 +0.60D+0.60W+0.60H 0.466 0.466 +0.60D+0.70E+0.60H 0.466 0.466 D Only 0.776 0.776 Lr Only L Only 0.970 0.970 S Only 3.201 2.328 W Only E Only H Only G ow a y plar"n,-, • • , 11111 Proect Name: Proect Number: I Date: B: Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 TJH Page 14 of 16 0 Results for LC 1, Service Dead Galloway T. 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Harrington SAS002 Level 2 Stor-All Wheat Ridge, CO SK -5 Stor-All Wheat Ridge - Take 4.rfl (C-�LU (C 3LU (C-10 Ll (CA -L1 -LI (�Lu (C-1 L (W) i L7 5J_L1 (84 -Ll (&7)_Ll -------------- mms_u (6)239_L1 (7)241Lti I -rLI 2 L1 Level 2 Stor-All Wheat Ridge, CO SK -5 Stor-All Wheat Ridge - Take 4.rfl 1 -------- 7�I j -------- - ---------- 111 -""L2' 16 (4)2 L2 IS270-0- (T-4-Li (r- 1 (r-,�_u "M�Li (T L2 I LI 1.1 LI L� - ------- ---- ------- ----- (a-*-Ll ISP71-LI (S�S�-Ll (SAOOLLI (S-IiLLI (S1}) L1 . . ... ........... R R: LU (R.* -U (R-3�Ll (R -LI ER12 _U (R -J -Ll (R L1 (Rf—',�)-Ll (R-1#) -L1 (R-1 LO L2 (R-1 (R) -U T (a); 1 4-tQ-j)-L1 (0�7—L (O�LLI (0 -5) -Ll LLI 10 -LI -;-LI (j (G1,) L1 (a. (Q1•`— )-Ll (0-12) -LI W�LLI (?1¢)Li(0)2 1 L21 (P)2 5-04-u (p I (P Ll (P- Ll (P L1 (P- L1 (P�-Ll (1-�Ll (P -1i) Li (11 LU (P -O) -L1 (P-1�)-Ll (P -4) -Ll (P)2 a 'I ('�i (�LU (�LU (• o-�-Ll (�11 (-L (-'O)�Li (0-12LL1 (0-1 31) -Ll (0-14)jl (0)21 LL21 U (N. 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Harrington SAS002 Stor-All Wheat Ridge - Take 4.rfl Results for LC 1, Service Dead Galloway T. Harrington SAS002 Level 4 Stor-All Wheat Ridge, CO SK -7 Stor-All Wheat Ridge - Take 4.rfl 2 (`^413 IZ- 11 tr L3 1� (U- U 113 IIJ1 x15,11161 . ... .......... --- (4)2 u m 1 I Ll _ L1 (T -2)-L2 Cr-4_�2 (r-4 U1 - -L (r4 -L1 1-1 (T-1 !L� Cr -1 LU (S J_L2 L2 ( Ll (344-0 (&4-U (3-1 L (5-IJLL2 (3-11)-u R- R L3 (R-�I-13 (R-3�12 (Ry_U JR)27-L2 (R. (R. (I 11)_ (R-1 L3 1R1299_L3 ("-u Q- -u 04-•1_ (0 -�2 (Q�-U )-L2 -19) (0 -�2 (0-11)-U WILU (0-1; j S LO (P-1 �S-u (P-I?LL2 (PAISLL2 (P-141_-2 12 '-�3 I (PR -1 U (P-j_L2 (P _U (P�U (P�-U (P-�-U (P�-U • (PALL2 IP -1 U � A)L2 (0- 1) 2'-(OROR -Ul 9_U I (N -��U (N _U 4) _L2 L _ Nj (N A -L2 �GLU 0)-U (N -1j) _L2 (N -12)-U (N -13)-U (N-14LL3 (N) 3. _2 2 C32 1 .,-u (MILL2 (M (�-U (wl-u M-1) -u (m t) -u (M-liLL2 (W12) -u (W1 U 41)- M) L212 (Wl�l L2 (MR L US --o ,�L- LU (L-2LL2 (L-3�-U (L -4-U —IL (L-] 1.2 1-1LU (L1 �L-12LL2 (L-13LU 'L. (L -14)-U (Q2 LU (K-2�U (K-3LL2 KAU (K-�-U L2 (K - _U (K45) -U (KL2KIOLU (K.11) -U (K -12)-L2 (K -13)-U (K -14)-U (KRj1-L3 . . ......... I US (J -2)-L2 (J-3) 13 (J4)-- (J -7)-_U (�)J-2 (J-9LL2 (J -10)_U (J-11) L2 (J-12 I LL2 (J -13)-U (}14)-S-2 021 LO ('-2L- O -Lu VLu ('44- "L- (1-7�-� 04)_L2 (I -01_L2 (1-10)J-2 (M 1)-U (HZ) L2 (k13)L2 _L2 (1) 0 -L3'. 11 L, (H-�_L3 (W3)_U (")_U (�5)_U (H45)-� (H -2)-L2 (")-L2 (W9)_a (H -10)-U (H-11)_�2 (H-12LU (H-13) L2 (H-14)Li(H) _L3. X-- Tr -y (G)' , W" (G-4) ("_L2 (G-1)7.LL (Gj- (G�7 -u j) (G45) -L2 (CMDU (01O)_L2 (G-11) -�2 (G-14LL2 (GS2 U T U (F-1) -2 t (FS -L2 (F -M -L2 (F-7�-U (F-a�-1-2 (F-%_� (F-10) U (F-1 1 LL2 (F-1ZLL2 (F-I$)_U (F-14) L2 _]_(F)2 L 0 —1 (_ (E-3��-u (EA U (E4-. (E4 -L2 (E-75 U (E4-. (E-9� _L2 (E-10) -U (E -11)-U (E-12LL2 (E -13)-U (E-14)-�2 (E)2 - L3 i-tP1 U (D -2D -L3 (&3p -U (DAU (D-!�-U (D M_U (Dj_L! (�9) (D-li)�O (D-1.2) L3 (1�11) L3 -14LL3 (D PRI 1_0 _ _U (��— (CM�2 (.4_L2 (C9)•_� (C-1.LGJ LL _7 6 4—t- 1 . (1�3'-P (—L3 (B�-1.2 (B�-� (8- -.0 .... ...... (5)239-U (6)M 0 �� & . � I 7i - ! -- ------------ 1. Results for LC 1, Service Dead Galloway T. Harrington SAS002 Level 4 Stor-All Wheat Ridge, CO SK -7 Stor-All Wheat Ridge - Take 4.rfl uNL3 %3� `%J1 ('Sf _ '6� ------ - -___r ]� --.------ (g; _-.._ q1 `;0, - ;,? - 12 /\3 _.. _ ._..._..._+_........_ (14, �7' i5 ;67 �1� ......I (au L3 C52 1_L1 (8) L1 � I ' (i 2p_L2 (L_L2 (r43_L2 (T L1 (TL1 R L3 (f-10) L2 (r-11LL2 (f-1 LL3 .. CT) .�. _�....-..., —. ..____ _ ....t.._.... --� (8- _L2 (S-tL2 (S4�1-2 (S4-Ll (54_L1.— (S*L2 011p)-L2 (S-tj)_LY (S-1 L2 I - R-)L3 (R-2)-L3 (ft-3 )_L2 (R l2 R)?72_L2 ( IR- L2 (R y L2 (R-q))_L2 I (R-11lLL2 (R-1 L2 (R-1$LL2 N-1) L2 (R-1 l3 (R1259_L3 fI (o-2•)_L2 --tet- (CIA)_L2 I (CIA-L.2 ( )-L2 ( L2 I (G L2 _ ( a _L2 ((0-.�+� L2 � (a-1 LL2 O (Gt) L2 lG1) L2 (o-1) L2 (G1 j �1LL2 (ou. _U 5_4B-` L2 3) (P L2 (P L2 11 (P L2 (P L2 (P- l2 Tj_ (P�-L2 lP L2 (P-1 LL2 4 (P-11) L2 (P-1 Li (P-t) l2 (P-1) L2 i)7i 0' ',.. ( L3 ...41P1 ( p�I 4) — .._.: (C) LG L2 ( L2 I (o-�_L2 ( ) L2 (d�_l2 I (G31_L2 ( L2 I �z (O�— lG1 LL2 (G1 (61.1_L2 (o-1) y L2 (01N-1)L3 I)L3 Y� jjj •—� iiiiii i--i)L2 (N-` L3 (JD L2 ( L2 (N-L2 IN l2 N- L2 (N L2 (N- L2 N-1) L2 IN-tj) L2 (N-12) L2 (N-1)l2 (N-HLIL3 )(M)2 (1.42) L2 (MAILL2 (M�LL2 (MI)L2 ( L2 (.- L2 (M�_L2 (M�LL2 (M-1L L2 (M-1ILL2 (Wl LL2 (WIOILL2 (M-14)l3�_ l3 L2 13 L2 1_ L2 L2 l L2 L2 l ��(L- (L-2{_L2 (L.3p_L2 0. (L-� (L (L-iLL2 (L (L-� (L-1) (L-11) (L-12)l2 (41]) L2 lL-tLI�II _L3 (K-21_l2 (K� L2 (K-O l2 (K L2 (K$ L2 (K- L2 (K1 L2 (K� L2 (K-10) L2 (K-11) L2 (K-11 - (K-13) L2 (K-14) L2 (K)21 I I_l3 (J-22 1_L (J-3)-j.2 (J4)-L2 L2 (J-5)_ (JE) L2 (J-71_ L2 (Jd) L2 (J�_L2 (J-101_L2 (J-11)_L2 (J-12 L2 (J-13LL2 (J-14)_L2 (J)2 L3 I L3 (1-2LL2 P3LL2 (14LL2 Ob]_Lz 0.6)_L2 (H L2 0-8)_L2 P�LL2 0-19LI.2 (F,1 L2 (N2)_L2 (4t _Lz (114)_L2 0 L3 .-..,(N- _L3 • (H-2)_L3 (H8LL2 (H4LL2 (H-5)_L2 IMS LZ (H-7) L2 (H-M L2 ("-L2 (H-1) L2 Y—;—ice., (H-M-1-2 (H-i) L2 1H-131_L2 (H-1.) l3 (HI _L3 -----•— I r —:—,-- i — I I I I �I: \ - (G) _{62)_L2 ("-L2 (GG)_L2 (G-J)-L2 (GE)_L2 (G2)_l2 (G8) L2 (G4[LL2 (G10)_L2 (G1t) 12 (G1$) L2 (G13)-L2 (Gih) l2 (G)2 L3 I I `...I(F) _1(e-Z)_l2 (F4_L2 (F4)-U (F4 .r-.ly.-i L2 (Fa'_L2 (F-7'�Li -., (Ft-1-2 -9� ff- L2 (F-1b) - L2 - (F-11)_L2 (F-1}LL2 (F-13) L2 (F-1{) L2 (Frl, L3 i t.- - (E) 0_I(H-2)_L2 (E4 l2 (E4)_L2 (E- l2 (E l2 (E-7�_L2 (E$)_L2 (E L2 (E-1p1. (E-1{)-L2 (E-12)_L2 (E-13)_L2 (E-14)_L2 (E)2 L3 �- : r- t- I I r t-� i j0.1) L3 (Ga_L3 (D- L2 (04-L2 (D-�')_L2 (66J_Lz (D- L2 (D-8)_L2 I (o-� L2 (o-1OLL3 (G1i LL3 (613LL3 (o-t;) L3 (o-1/LL3 (012 13 .... IG L2 (-31-L2 (C4)-L2 (OBI) L2 ( L2 (G� L2 (C-0-1-2 (G9)_L2 (G10LN2 L3 ♦ ♦—Y I �. (&T, L2 (B;!) L2 ( L3 (H-L2 ( L2 (6]p L2 F (8)238_L3 (6)239_L3 (7)211_L3 ---•— .._-�A.._L3 ( L3 -: (A) 2_l3 Results for LC 1, Service Dead Galloway T. Harrington SAS002 Level 4 Stor-All Wheat Ridge, CO SK -8 Stor-All Wheat Ridge - Take 4.rFl Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 (Global) Model Settings Freeze Model Design? No Merge Tolerance in .12 Number of Sections 5 Area Load Mesh(in "2 144 Slab Mesh in 60 Intemal Sections 97 Include Shear Deformation? Yes Column Skip Loading? Yes Use Columns Stiffness? Yes Move Invalid Joints on Sloped Membe ryes Solver Sparse Accelerated Min. Width for 2 Stud Rows in 5.5 Floor Live Load Reduction IBC - 00/03/06/09/12 Roof Live Load Reduction IBC - 00/03/06/09/12 Joist Girder Load Tolerance Kis .2 Hot Rolled Steel Code AISC 14th 360-10 : L RISAConnection Code AISC 14th 360-10 : L Cold Formed Steel Code AISI S100-12: LRFD Wood Code AWC NDS -12: ASD Wood Temperature < 10OF Concrete Code ACI 318-11 Masonry Code ACI 530-11: ASD Beam Vibrations AISC DG 11 Vibration Damping Ratio .03 Use Non -Composite Beam if OptimurTiYes Use Minimum Studs if Non-CompOME140 Effective Width End Offset % Length 10% Orthogonal Beam Angle (degrees) 45 Beam / Deck Parallel Angle (drees 10 Use Uniform Studs Only? No Minimum Percent Composite 25% Maximum Percent Composite 1000/0 Maximum Stud Spacing in 36 Minimum Stud Spacing in 4.5 Stud End Offset in 0 Min. Width for 2 Stud Rows in 5.5 Min. Width for 3 Stud Rows in 8.5 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 1 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 (Globag Model Settings, Continued Wind Code ASCE 7-10 Wind Base Elevation ft 0 Wind Speed (mph) 145 Parme Beta Factor PCA .65 Exposure Category C Topographic Multiplier K1 0 Topographic Multiplier K2 0 Topographic Multiplier K3 0 Directionality Factor Kd .85 Show Wind Dialog if Loads Change. Yes Generate Roof Wind Loads? Yes Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Unused Force Warning? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA Min % Steel for Column 1 Max % Steel for Column 8 15 RISAFloor Version 10.0.1 [H:\...\ ... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 2 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation ft 0 Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered R X 3.25 R Z 3.25 Ct Exp. X .75 Ct Exp. Z .75 SD1 .096 SDS .206 S1 .059 TL sec 4 Risk Cat I or II Add Base Weight? No Show Seismic Dialog when Loads Ch ti ? Use Gravity Self Wt in Diaphragm Ma ffi6s Use Deck Self Wt in Diaphragm Mass. es Use Lateral Self Wt in Diaphragm Ma Ybs Om X 1 Om Z 1 Rho X 1 Rho Z 1 Deck General Properties I .. -I RAn1-.:n1 T....e rl_LI I RAnv Q- 1 15.5 CONCRETE FLOOR DECKI Vulcraft 2 VLI 5.5"NW 2VLl19, Conc3000NW, 4.5in, .75in, 60ksi 2 10.9 2 1 ROOF DECK I Vulcraft Steel Roof Deck 1 3 N20 2 15.5 Hot Rolled Steel Properties I . N-1 C Ikeil r^_ ne.il Kh. Th.- Mr- rlaneitvrk/ft Viaifirkeit Rv Pirk cll R4 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 Al 085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Design Size/U.C. Parameters I Bbl KAw r)-#winl Min rlcnihrinl N1w Mflmhrinl RAin 1A/ieithrinl Mnv Ranriinn Chk Max Shaar Chk 1 Canopy 18 2 4 1 1 1 2 Lateral Braces 5 2 5 2 1 1 3 U1 8 2 8 2 1 1 4 Heavy Low Columns 5 3 5 3 1 1 5 Low Columns 4 3 4 3 1 1 RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 3 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Design Size/U.C. Parameters (Continued) Uniform Area Loads Label Additive PreDL[ksfl PostDL ks LL[ksfl ILL Tvpe VLFksfl Dvn Load k... 1 Label Max Deoth[inl Min D th in Max Width in Min Width in Max Bendin Chk Max Shear Chk 6 High Columns 3.5 3 3.5 3 1 1 7 Floor Beams 30 7 24 2 1.06 1 8 Roof Beams 36 7 12 2 1 1 Uniform Area Loads Label Additive PreDL[ksfl PostDL ks LL[ksfl ILL Tvpe VLFksfl Dvn Load k... 1 1 Office .005 .05 LL -Reduce .011 .01 2 Stora a .005 .125 LLS -Non .011 .05 3 Public .005 .1 LL -Non .004 .01 4 Add Piping Yes .02 3 LL -Non .011 .02 5 Roof Snow .005 .03 SL .011 .01 Combination Design I Mhol GRIF Rll Ramiro Hn4 Rnllo Cnlrl Fnr WnnH Wnrvl Pr Cnnrrata RAncnnry Cnnnar4inn 1 Service Dead .9 Yes Yes Yes Yes Yes Yes Yes Yes 2 Service Dead + Live Yes Yes Yes Yes Yes Yes Yes Yes 3 Stren th Dead 21.3...9 .001 21.25 Yes 120.474 12.075 12.075 1 4 Strength Dead + Live 3 Yes .738 31.9••• 5 ASCE Strength 1 Pre Yes Yes Yes Yes Yes 6 ASCE Strength 2 Pre Yes Yes Yes Yes Yes 7 ASC E Strength 1 Post Yes Yes Yes Yes Yes 8 ASCE Strength 2 (a) .. Yes Yes Yes Yes Yes 9 ASCE Strength 2 (b) .. Yes Yes Yes Yes Yes 10 ASCE Strength 2 (c) .. Yes Yes Yes Yes Yes 11 ASCE Strength 3 (a) .. Yes Yes Yes Yes Yes 12 ASCE Strength 3 (c) .. Yes Yes Yes Yes Yes 13 ASCE Strength 3 (e) .., Yes Yes Yes Yes Yes Hot Rolled Steel Column Code Checks Stack Lift Shape Code Check Elev... LC Shear... Elev ft Dir LC hi*Pnc fkI rD)hi*Pnt... hi*M... phi*M... Cb E n 1 R-2 1 HSS4x4x4 .975 10.6.1 9 .000 10.846 110 86.663 139.51816.18116.181 1 H1 -1a 2 2 HSS3.5x3.5x4 903 21.3...9 .001 21.25 110 63.76 120.474 12.075 12.075 1 H1 -1a 3 3 HSS3x3x4 .738 31.9••• 9 .001 21.333 19 41.462 101.016 8.556 8.556 1 H1 -1a 4 R-3 1 HSS4x4x5 .838 10.6••• 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 5 2 HSS3x3x4 .740 31.9• • 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 6 Q-2 1 HSS4x4x4 .802 10.6••• 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 7 1 2 HSS3x3x4 .651 21.3••• 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 1 H1 -1a 8 43 1 HSS4x4x5 .838 10.6..9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 9 1 2 HSS3x3x4 .742 31.9•• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 10 P-2 1 HSS4x4x4 .803 10.6••• 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 11 1 2 HSS3x3x4 .652 21.3 ... 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 P-3 1 HSS4x4x5 .838 10.6 ... 9 .000 10.889. 12103.533 169.74 19.28519.285 1 H1 -1a 13 2 HSS3x3x4 .742 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 14 P-4 1 HSS4x4x4 1.000 8.889 1 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 15 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 16 P-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 1M518 16.181 16.181 1 H1 -1a RISAFloor Version 10.0.1 [H:\...\ ... \... \... \RISA Model\Stor All Wheat Ridge - Take 4.rfl] Page 4 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shane Code Check Elev_.. LC Shear... Elevrftl Dir LC ohi*Pnc fkl ohi*Pnt...ohi*M...Dhi*M... Cb Ean 171 1 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 18 P-6 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 19 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 20 P-7 1 HSS4x4x4 1.000 10.4... 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 21 2 HSS3x3x4 .739 31.9... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 22 P-8 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 23 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 24 Q-7 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 25 2 HSS3x3x4 .739 21.3 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 26 Q-8 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 HI -1a 27 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H 1 -1a 28 Q-9 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 29 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 30 P-9 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 31 2 HSS3x3x4 .739 21.3.•. 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 32 (P-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 33 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 34 (Q-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 35 2 HSS3x3x4 .739 21.3•.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 Hl -la 36 (P-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 37 2 HSS3x3x4 .739 21.3..• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 38 (P-12) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 39 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 40 (P-13) 1 HSS4x4x4 1.000 10.6... 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 41 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 42 (P-14) 1 HSS4x4x5 .858 10.6 • 9 .000 10.889 91103.533 169.74 19.285 19.285 1 H1 -1a 43 2 HSS3x3x4 .766 21.3... 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 44 (Q-14) 1 HSS4x4x5 .858 10.6 • 9 .000 10.889 9 103.533 169.74 19.285 19.285 1 H1 -1a 45 2 HSS3x3x4 .766 21.3•.• 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 46 (Q-13) 1 HSS4x4x4 1.000 10.6• . 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 47 2 HSS3x3x4 .739 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 48 (Q-12) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.51816.18116.181 1 H1 -1a 49 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 18.556. 1 H1 -1a 50 (Q-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139,518 16.181 16.181 1 H1 -1a 51 2 HSS3x3x4 .739 21.3.•• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 52 R-8 1 HSS4x4x4 1.000 10.4... 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 53 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 9 1 41.462 1101.016 8.556 8.556 1 H1 -1a 54 (r-10) 1 HSS4x4x5 .846 10.6... 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 55 2 HSS3x3x4 .761 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 56 (s-10) 1 HSS4x4x4 1.000 10.6• . 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 57 2 HSS3x3x4 .739 131.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 58 R-9 1 HSS4x4x4 1.000 P.555 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 59 2 HSS3x3x4 .739 21.3... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 60 (R-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 61 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 62 (R-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 63 1 1 2 iHSS3x3x4 .739 21.3...9 .000 32.158 12 41.462 1101.01618.556 8.556 1 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 5 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Code Check Elev... LC Shear... Elev[M Dir LC phi*Pnc [k] phi*Pnt... phi*M... phi*M... Cb Eon 64 (R-12) 1 HSS4x4x4 1.000 10.6.. 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 65 2 HSS3x3x4 .739 31.9 ... 9 .000 32.158 112 41.462 101.016 8.556 18.556 1 H1 -1a 66 (s-11) 1 HSS4x4x4 1.000 10.6 • 9 .000 10.889 12 86.663 '139.51816.181 16.181 1 H1 -1a 67 2 HSS3x3x4 .739 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 68 (s-12) 1 HSS4x4x4 .999 10.6 • 9 1.000 10.889 10 86.663 139.518 16.181 16.181 1 1 H1 -1a 69 2 HSS3x3x4 .740 31.9••• 9 .000 32.158 12 41.462 1101.016 8.556 8.556 1 H1 -1a 70 (r-11) 1 HSS4x4x5 .846 10.6... 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 71 2 HSS3x3x4 .761 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 72 (T-12) 1 HSS4x4x4 .997 10.6.. 9 .001 10.846 9 86.663 139.518 16.181 16.181 .174 H1 -1a 73 2 HSS3.5x3.5x4 939 21.3... 9 .002 21.25 9 63.76 120.474 12.075 12.0751.006 H1 -1a 74 3 HSS3x3x4 .787 32 9 .002 21.333 10 41.462 101.016 8.556 8.556 2.2651 H1 -1a 75 4 HSS3x3x4 .352 32 12 .001 32 12 25.997 101.016 8.556 8.556 2.2481 H1 -1a 76 (R-13) 1 HSS4x4x4 .868 10.6• • 9 .002 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 77 2 HSS3x3x4 .674 21.3••• 9 .003 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 78 (0-14) 1 HSS4x4x5 .858 10.6... 9 .000 10.889 9 103.533 169.74 19.285 19.285 1 H1 -1a 79 2 HSS3x3x4 .766 21.3••• 9 .001 32.15812 41.462 101.016 8.556 8.556 1 H1 -1a 80 (0-13) 1 HSS4x4x4 1.000 10.6.1 9 _000 10.889 12 86.663 139.51816.18116.181 1 H1 -1a 81 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 82 (N-13) 1 HSS4x4x4 1.000 10.6.. 9 '.000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 83 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 84 (N-14) 1 HSS4x4x5 .858 10.6... 9 .000 10.846 9 103.533 169.7419.28519.285 1 H1 -1a 85 2 HSS3.5x3.5x4 946 21.3...9 .000 21.25 9 63.76 120.474 12.075 12.075 1 H1 -1a 86 3 HSS3x3x4 .767 21.3.. 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 87 4 HSS3x3x4 .295 45.5 12 .001 32 112 25.997 101.016 8.556 8.556 1 H1 -1a 88 (M-14) 1 HSS4x4x4 .978 10.6.1 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 89 2 HSS3x3x4 .736 31.9..• 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 90 (M-13) 1 HSS4x4x4 1.000 10.6 • 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 91 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 92 L- 1 3Y 1 HSS4x4x4 1.000 10.6••• 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 93 1 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 94 L-14 1 HSS4x4x4 .978 10.6••• 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 95 2 HSS3x3x4 .736 31.9•.. 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 96 (K-14) 1 HSS4x4x4 .978 10.6-. 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 97 2 HSS3x3x4 .736 31.9••. 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 98 (K-13) 1 HSS4x4x4 1.000 10.6... 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 99 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 100 J-13 1 HSS4x4x4 1.000 10.6... 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 101 1 2 HSS3x3x4 .739 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 102 J-14 1 HSS4x4x4 .978 10.6 ... 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 103 1 2 HSS3x3x4 .736 31.9 ... 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 104 1-13 1 HSS4x4x4 1.000 10.6 • 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 105 1 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 106 1-14 1 HSS4x4x4 .978 10.6.. 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 107 2 HSS3x3x4 .736 31.9••• 9 .001 21.333 9 41.462 101.016 8.556 1 8.556 1 H1 -1a 108 (H-14) 1 HSS4x4x5 .858 10.6.. 9 .000 10.846 9 103.533 169.74 19.28#19.285 1 H1 -1a 109 2 HSS3.5x3.5x4 946 21.3...9 .000 21.25 9 63.76 120.47412.07 1 H1 -1a 110 3 HSS3x3x4 .766 21.3...9 .000 21.333 10 41.462 101.016 8.55 1 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 6 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Clack I i$ Shane Cola Check Flev _ LC Shear-_ Elevrftl Dir LC Dhi*Pnc rkl Dhi*Pnt... Dhi*M... Dhl*M... Cb Ean 1111 4 HSS3x3x4 .294 45.5 12 .001 32 12 25.997 101.016 8.556 8.556 1 1 H1 -1a 112 (H-13) 1 HSS4x4x4 1.000 10.6••• 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 113 2 HSS3x3x4 .739 31.9••. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 114 (G-13) 1 HSS4x4x4 1.000 10.6... 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 115 2 HSS3x3x4 .739 311.9-1- 9 .000 32.158 12 41.462 1101.016 8.556 8.556 1 H1 -1a 116 (G-14) 1 HSS4x4x5 .858 10.6... 9 .000 10.889 9 103.533 169.74 19.285 19.285 1 H1 -1a 117 2 HSS3x3x4 .767 21.3•.• 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 118 (F-14) 1 HSS4x4x5 .858 10.6... 9 .000 10.889 9 103.533 169.74 19.285 19.285 1 H1 -1a 119 2 HSS3x3x4 .766 21.3••• 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 120 (F-13) 1 HSS4x4x4 1.000 10.6• • 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 121 2 HSS3x3x4 .739 31.9.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 122 (E-13) 1 HSS4x4x5 .840 10.6 • 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 123 2 HSS3x3x4 .747 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 124 (E-14) 1 HSS4x4x5 .859 10.6... 9 .000 10.889 9 103.533 169.74 19.285 19.285 1 H1 -1a 125 2 HSS3x3x4 .769 21.3..• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 126 (E-12) 1 HSS4x4x5 .840 10.6• • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 127 2 HSS3x3x4 .747 31.9••. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 128 (F-12) 1 HSS4x4x4 1.000 10-6.. 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 129 2 HSS3x3x4 .739 31.9• • 9 1.000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 130 (G-12) 1 HSS4x4x4 1.000 0 9 1.000 10.8891 12 86.663 139-518 16.181 16.181 1 H1 -1a 131 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 Hl -la 132 (H-12) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 133 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 134 I-12 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 135 2 HSS3x3x4 .739 21.3••• 9 1.000 21.333 5 41.462 101.016 8.556 8.556 1 H1 -1a 136 J-12 1 HSS4x4x4 1.000 0 9 1.000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 137 1 2 HSS3x3x4 .739 21.3... 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 138 (K-12) 1 1 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 139 1 2 IHSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 140 L-12 1 IHSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 141 1 2 IHSS3x3x4 .739 21.3.•.9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 142 (M-12) 1 IHSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 143 1 2 IHSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 144 (N-12) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 145 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 146 (0-12) 1 HSS4x4x4 1.000 0 9 1.000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 147 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 1101.016 8.556 8.556 1 H1 -1a 148 (0-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 149 2 HSS3x3x4 .739 21.3.•• 9 .000 21.333 112 41.462 101.016 8.556 8.556 1 H1 -1a 150 (N-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 112 86.663 139-518 16.181 16.181 1 H1 -1a 151 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 112 41.462 101.016 8.556 8.556 1 H1 -1a 152 (M-11) 1 HSS4x4x4 1.000 0 9 1.000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 153 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 154 L-11) 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 155 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 156 (K-11) 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 9.518 16.181 16.181 1 H1 -1a 157 2 HSS3x3x4 .739 21.3..• 91.000,21.333 13 41.462 101.016 $.556 8.556 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 7 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Code Check Elev... LC Shear... Elev[M Dir LC phi*Pnc fkl phi*Pnt... phi*M... phi*M... Cb Eon 158 J-11 1 HSS4x4x4 1.000 0 9 1.000 0 1 13 86.663 1139.51816.18116.181 1 H1 -1a 159 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 160 ILM 1 HSS4x4x4 1.000 0 9 .000 10.889 5 86.663 139.518 16.181 16.181 1 H1 -1a 161 2 HSS3x3x4 .739 21.3.•. 9 .000 21.333 5 41.462 101.016 8.556 8.556 1 H1 -1a 162 (H-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 112 86.663 139.51816.18116.181 1 H1 -1a 163 2 HSS3x3x4 .739 21.3••. 9 .000 21.333 112141.462 101.016 8.556 8.556 1 H1 -1a 164 (G-11) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 165 2 HSS3x3x4 .739 21.3 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 166 (F-11) 1 HSS4x4x4 1.000 10.6 ... 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 167 2 HSS3x3x4 .739 31.9.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 168 (E-11) 1 HSS4x4x5 .840 10.6 • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 169 2 HSS3x3x4 .746 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 170 (c-10) 1 HSS4x4x4 .754 10.6 . 9 .004 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 171 2 HSS3x3x4 .626 21.3••• 9 .006 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 172 (D-10) 1 HSS4x4x4 .959 10.6• • 9 .001 10.846 9 86.663 139.518 16.181 16.181 1 H1 -1a 173 2 HSS3.5x3.5x4 892 21.3..9 •001 21.25 9 63.76 120.474 12.075 12.075 1 H1 -1a 174 3 HSS3x3x4 .735 32 9 001 21.333 10 41.462 101.016 8.556 8.556 1 HI -1a 175 4 HSS3x3x4 .334 32 12 .000 32 9 25.997 1101.016 8.556 8.556 1 H1 -1a 176 (E-10) 1 HSS4x4x5 .840 10.6• • 9 .000 10.889 12103.533 169.74 '19.28519.285 1 H1 -1a 177 2 HSS3x3x4 .746 31.9..• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 178 E-9 1 HSS4x4x5 .838 10.6 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 179 2 HSS3x3x4 .742 31.9••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 180 D-9 1 HSS4x4x5 .840 10.6 • 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 181 2 HSS3x3x4 .746 31.9• • 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 182 C-9 1 HSS4x4x5 .838 10.6 • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 183 2 HSS3x3x4 .742 31.9. • 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 184 C-7 1 HSS4x4x5 .838 10-6... 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 185 2 HSS3x3x4 .741 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 186 C-8 1 HSS4x4x4 1.000 10.6 • 9 .000 10.889 12 86.663 139.518 16.181 16.1,81 1 H1 -1a 187 2 HSS3x3x4 .740 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 188 D-8 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 189 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 190 D-7 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.51816.18116.181 1 H1 -1a 191 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 192 D-6 1 HSS4x4x4 1.000 0 9 .000 10.889 6 86.663 139.518 16.181 16.181 1 H1 -1a 193 2 HSS3x3x4 .739 21.3..• 9 .000 32.158 6 41.462 101.016 8.556 8.556 1 H1 -1a 194 D-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 195 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 196 C-5 1 HSS4x4x5 .838 10.6 • 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 197 2 HSS3x3x4 .741 31.9•.• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 198 C-6 1 HSS4x4x5 .838 0 9 .000 10.889 12,103.533 169.74 19.285 19.285 1 H1 -1a 199 2 HSS3x3x4 .741 21.3••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 200 B-2 1 HSS4x4x5 .851 10.6 • 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 201 2 HSS3x3x4 .773 31.9 ... 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 202 B-3 1 HSS4x4x5 .846 10.6 • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 203 2 HSS3x3x4 .761 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 204 C-2 1 HSS4x4x5 .843 i0•6 • 9 .000 10.889 12 103.533 169.74 19.285 19.285 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Mode]\Stor-All Wheat Ridge - Take 4.rfl] Page 8 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Code Check Elev... LC Shear... Elev ft Dir LC hi*Pnc [kI Dhi*Pnt.... i*M... i*M... Cb E n 2051 1 2 HSS3x3x4 .754 31.9••• 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 206 C-3 1 HSS4x4x4 1.000 10.6.. 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 207 2 HSS3x3x4 .740 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 208 C-4 1 HSS4x4x5 .838 10.6..9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 209 2 HSS3x3x4 .740 31.9.. . 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 1 H1 -1a 210 D-4 1 HSS4x4x4 1.000 0 9 .000 10-889 9 86.663 139.518 16.181 16.181 1 H1 -1a 211 2 HSS3x3x4 .739 21.3.1 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 212 D-3 1 HSS4x4x5 .838 10.6•1 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 213 2 HSS3x3x4 .740 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 214 D-2 1 HSS4x4x4 .975 10.6• • 9 .000 10.846 10 86.663 139.518 16.181 16.181 1 Hl -la' 215 2 HSS3.5x3.5x4 .903 21.3••• 9 .001 21.25 10 63.76 120.47412.07512.075 1 H1 -1a 216 3 HSS3x3x4 .739 32 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 217 4 HSS3x3x4 .309 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 218 E-2 1 HSS4x4x4 .803 10.6••• 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 219 2 HSS3x3x4 .651 21.3... 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 220 E-3 1 HSS4x4x5 .838 10.6••• 9 .000 10.889 12103.533 169.74 19.28519.285 1 H1 -1a 221 2 HSS3x3x4 .742 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H 1 -1a 222 Est 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 6.181 1 H1 -1a 223 2 HSS3x3x4 .739 21.3•.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 224 E-5 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 225 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 12 41.462 1101.016 8.556 8.556 1 H1 -1a 226 E-6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181. 1 H1 -1a 227 2 HSS3x3x4 .739 21.3••. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 1 H1 -1a 228 E-7 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 1 H1 -1a 229 2 HSS3x3x4 .739 21.3.•. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 230 E-8 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 231 2 HSS3x3x4 .739 21.3••. 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 232 F-2 1 HSS4x4x4 .803 10.6 • 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 233 2 HSS3x3x4 .652 21.3••• 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 234 F-3 1 HSS4x4x5 .838 10.6 ... 9 .000 10.889 12 103.533 169.74 19.28519.285 1 H1 -1a 235 2 HSS3x3x4 .742 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 236 F-4 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 237 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 238 F-5 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 239 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 240 F-6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 241 2 HSS3x3x4 .739 21.3..• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 242 F-7 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 243 2 HSS3x3x4 .739 22.0 ... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 244 F-8 1 HSS4x4x4 1.000 0 9 .00010-889 10 86.663 139.518 16.181 16.181 1 H1 -1a 245 2 HSS3x3x4 .739 22.0... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 246 F-9 1 HSS4x4x4 1.000 10.6• . 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 247 2 HSS3x3x4 .739 31.9. . 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 248 (F-10) 1 HSS4x4x4 1.000 10.6.1.9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 249 2 HSS3x3x4 .739 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 250 G-2 1 HSS4x4x4 .803 10.6••• 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 12511 1 2 IHSS3x3x4l .652 21.3••• 9 1.005121.3331 110,41.462 1101,01618.556 8.556 1 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 9 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Code Check Elev... LC Shear... Elevfftl Dir LC phi'Pnc fkl phi'Pnt... phi'M... phi'M... Cb Eqn 252 Cr3 1 HSS4x4x5 .838 10-6 ... 9 .000 10.889 12 103.533 169.74 19.28519.285 1 H1 -1a 253 2 HSS3x3x4 .742 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 254 Cr4 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 1139.518 16.181 16.181 1 H1 -1a 255 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 256 G-5 1 HSS4x4x4 1.000 0 9 .000 10.889 112,86.663 139.51816.18116.181 1 1 H1 -1a 257 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 258 Cr6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 259 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 260 G-7 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 261 2 HSS3x3x4 .739 21.3... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 262 Cr8 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 263 2 HSS3x3x4 .739 21.3... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 264 jqj9j 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 265 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 266 (G-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 267 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 268 H-2 1 HSS4x4x4 .976 10.6 ... 9 .000 10.846 10 86.663 139.51816.18116.181 1 H1 -1a 269 2 HSS3.5x3.5x4 904 21.3...9 .001 21.25 10 63.76 120.474 12.075 12.075 1 H1 -1a 270 3 HSS3x3x4 .740 32 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 271 4 HSS3x3x4 .313 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 272 H-3 1 HSS4x4x5 .838 10.6...9 .000 10.889 7 103.533 169.74 19.285 19.285 1 H1 -1a 273 2 HSS3x3x4 .741 31.9... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 274 H-4 1 HSS4x4x4 1.000 10.6...9 .000 10.889 7 86.663 139.518 16.181 16.181 1 H1 -1a 275 2 HSS3x3x4 .739 21.3... 9 .000 21.333 7 41.462 101.016 8.556 8.556 1 H1 -1a 276 H-5 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 277 2 HSS3x3x4 .739 21.3... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 278 H-6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 279 2 HSS3x3x4 .739 21.3... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 280 H-7 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 281 2 HSS3x3x4 .739 22.0... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 282 H$ 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 283 2 HSS3x3x4 .739 22.0... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 284 H-91 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 285 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 286 (H-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a. 287 2 HSS3x3x4 .739 21.3•.. 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 288 I-10 1 HSS4x4x4 1.000 0 9 .000 10.889 5 86.663 139.518 16.181 16.181 1 H1 -1a 289 2 HSS3x3x4 .739 21.3... 9 .000 21.333 5 41.462 101.016 8.556 8.556 1 H1 -1a 290 I-9 1 HSS4x4x4 1.000 0 9 .000 10.889 5 86.663 139.518 16.181 16.181 1 H1 -1a 291 2 HSS3x3x4 .739 21.3... 9 .000 21.333 5 41.462 101.016 8.556 8.556 1 H1 -1a 292 1-8 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 293 2 HSS3x3x4 .739 21.3... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 Hl -la 294 1-7 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 Hl -la 295 2 HSS3x3x4 .739 21.3... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 296 1-6 1 HSS4x4x4 1.000 0 9 .000 10.889 6 86.663 139.518 16.181 16.181 1 H1 -1a 297 2 HSS3x3x4 .739 21.3... 9 .000 32.158 6 41.462 101.016 8.556 8.556 1 H1 -1a 298 1-5 1 1 HSS4x4x4l 1.000 1 0 9 .00010.889 9 86.663 139.51816.18116.181 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 10 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) 300 301 302 303 307 308 J-4 309 310 J-5 311 312 J-6 313 314 J-7 315 316 J-8 317 320 J-10 321 322 (K-10) 323 324 (K-9) 1327 1331 1334 1337 341 342 343 344 -ift Shape Code Check Elev... LC Shear... Elev ft 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .00010.889 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 1 HSS4x4x4 1.000 10.6... 9 .000 10.889 2 HSS3x3x4 .739 31.9••• 9 1.000132.158 1 HSS4x4x5 .843 10.6..9 9 1.000110.889 2 HSS3x3x4 .754 31.9•.• 9 .001 32.158 1 HSS4x4x4 1.000 10.6•.• 9 .000 10.889 2 HSS3x3x4 .739 31.9••• 9 .000 32.158 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 21.3•.• 9 .000 21.333 1 HSS4x4x4l 1.000 0 9 .00010.889 2 HSS3x3x4 .739 21.3.•• 9 .000 32.158 1 HSS4x4x4 1.000 1 0 9 1.00010.889 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 21.3... 9 .000 32.158 1 HSS4x4x4 1.000 0 9 .000 0 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 0 2 HSS3x3x4 .739 21.3... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 0 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 0 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .00010.889 2 HSS3x3x4 .739 22.0.1 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 22.0 ... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 0 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 21.3... 9 .000 21.333 1 HSS4x4x4 1.000 0 9 .000 10.889 2 HSS3x3x4 .739 21.3... 9 .000 21.333 1 HSS4x4x4 1.000 10.6• . 9 .000 10.889 2 HSS3x3x4 .739 31.9 ... 9 .000 32.158 1 HSS4x4x5 .843 10.6• . 9 .000 10.889 2 HSS3x3x4 .754 31.9••• 9 .001 32.158 1 HSS4x4x5 .843 10-6... 9 .000 10.889 2 HSS3x3x4 .754 31.9.•. 9 .001 32.158 1 HSS4x4x4 1.000 10.6 • 9 .000 10.889 2 HSS3x3x4 .739 1....9 10 41.462 .000 32.158 1 HSS4x4x4 1.000 0 9 .00010.889 2 HSS3x3x4 .739 21.3... 9 .000 21.333 LG hl"Pnc IKI Dhi-Flnt.... hI-M... Ph I -M... Gd t n 10 41.462 101.016 8.556 18.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 7 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 12103.533 169.74 19.285 19.285 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 12 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 1 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 6 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 12 86.663 139.518 16A81 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 13 86.663 139.518 16.181 16.181 1 H1 -1a 13 41.462 101.016 8.556 8.556 1 H 1 -1a 13 86.663 139.51816.18116.181 1 H1 -1a 13 41.462 101.016 8.556 8.556 1 H1 -1a 13 86.663 139.518 16.181 16.181 1 H1 -1a 13 41.462 101.016 8.556 8.556 1 H1 -1a 13 86.663 139.518 16.181 16.181 1 H1 -1a 13 41.462 101.016 8.556 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 13 86.663 139.518 16.181 16.181 1 H1 -1a 13 41.462 101.016 8.556 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 Hl -la 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H 1 -1a 12 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H 1 -1a 12103.533 169.74 19.285 19.285 1 H 1 -1a 12 41.462 101.016 8.556 8.556 1 Hl -la 12103.533 169.74 19.285 19.285 1 H 1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 12 86.663 139.518 16.181 16.181 1 H1 -1a 12 41.462 101.016 8.556 8.556 1 H1 -1a 9 86.663 139.518 16.181 16.181 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 11 Galloway Stor-All Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Code Check Elev... LC Shear... Elevfftl Dir LC Dhi*Pnc fkl Dhi*Pnt... Dhi*M... Dhi*M... Cb Eon 346 L-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 347 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 348 L-6 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 349 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 350 L-7 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 351 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 352 L-8 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 353 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 354 L-9 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 355 2 HSS3x3x4 .739 21.3... 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 356 L-10 1 HSS4x4x4 1.000 0 9 .000 0 13 86.663 139.518 16.181 16.181 1 H1 -1a 357 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 13 41.462 101.016 8.556 8.556 1 H1 -1a 358 (M-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 359 2 HSS3x3x4 .739 21.3. . 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 360 M-9 1 HSS4x4x4 1.000 0 1 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 361 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 362 M-8 1 HSS4x4x4 1.000 0 9 .00010.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 363 2 HSS3x3x4 .739 22.0... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 364 M- 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 365 2 HSS3x3x4 .739 22.0••• 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 366 M-6 1 HSS4x4x4 1.000 0 9 .000 10.889 6 86.663 139.518 16.181 16.181 1 H1 -1a 367 2 HSS3x3x4 .739 21.3•1 9 .000 32.158 6 41.462 101.016 8.556 8.556 1 H 1 -1a 368 M-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 369 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 370 M-4 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H 1 -1a 371 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 372 M-3 1 HSS4x4x4 1.000 10.6.. 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 373 2 HSS3x3x4 .739 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 374 M-2 1 HSS4x4x5 .843 10.6...9 .000 10.889 12103.533169.7419.28519.285 1 H1 -1a 375 2 HSS3x3x4 .754 31.9 ... 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 376 JR -21 1 HSS4x4x4 .975 10.6 ... 9 .000 10.846 10 86.663 139.518 16.181 16.181 1 H1 -1a 377 2 HSS3.5x3.5x4 903 21.3 ... 9 .001 21.25 10 63.76 120.474 12.075 12.075 1 H1 -1a 378 3 HSS3x3x4 .739 32 9 .001 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 379 4 HSS3x3x4 .309 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 380 N-31 HSS4x4x5 .838 10.6••• 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 381 2 HSS3x3x4 .740 31.9 ... 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 382 N-4 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.51816.18116.181 1 H1 -1a 383 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 384 N-5 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 385 2 HSS3x3x4 .739 21.3••. 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 386 N-6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.51816.18116.181 1 H1 -1a 387 2 HSS3x3x4 .739 21.3••• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 388 N-7 1 HSS4x4x4 1.000 0 9 .000 10.889 10 86.663 139.518 16.181 16.181 1 H1 -1a 389 2 HSS3x3x4 .739 21.3 ... 9 .000 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 390 N-8 1 HSS4x4x4 1.000 0 9 .00010.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 391 2 HSS3x3x4 .739 22.0... 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 392 N-9 1 1 HSS4x4x4l 1.000 1 0 9 .000 10.889 12 86.6631139.518 1 16.181116.181 1 1 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 12 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shape Cale Check Elev... LC Shear... Elev ft Dir LC hi*Pnc [kI Dhi*Pnt.... i*M... hi*M... Cb E n 3931 1 2 HSS3x3x4 .739 21.3... 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 1 Hl -la 394 (N-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 395 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 396 (0-10) 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 397 2 HSS3x3x4 .739 21.3.•• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 398 0-9 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 399 2 HSS3x3x4 .739 21.3•.. 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 400 0-8 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 401 2 HSS3x3x4 .739 21.3••. 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 402 0-7 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.51816.18116.181 1 H1 -1a 403 2 HSS3x3x4 .739 21.3..• 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 404 0-6 1 HSS4x4x4 1.000 0 9 .000 10-889 9 86.663 139.518 16.181 16.181 1 H1 -1a 405 2 HSS3x3x4 .739 21.3••. 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 406 0-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139-518 16.181 16.181 1 H1 -1a 407 2 HSS3x3x4 .739 21.3.•. 9 .000 21.333 10 41.462 1101.016 8.556 8.556 1 H1 -1a 408 O-3 1 HSS4x4x5 .838 10.6• • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 409 2 HSS3x3x4 .742 31.9..• 9 1.000 32.1581 112 41.462 101.016 8.556 8.556 1 1 H1 -1a 4100-4 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 411 2 HSS3x3x4 .739 22.0••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 412 0-2 1 HSS4x4x4 .802 10.6 • 9 .003 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 413 2 HSS3x3x4 .651 21.3••• 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 414 T-9 1 HSS4x4x4 .997 10.6••• 9 .001 10.846 9 86.663 13 9.518 16.181 16.181 .174 H1 -1a 415 2 HSS3.5x3.5x4 940 21.3... 9 .002 21.25 9 63.76 120.474 12.075 12.0751.006 H1 -1a 416 3 HSS3x3x4 .788 32 9 .002 21.333 10 41.462 101.016 8.556 8.556 2.265. H1 -1a 417 4 HSS3x3x4 .356 32 12 .001 32 12 25.997 1101.016 8.556 8.556 2.253 H1 -1a 418 S-9 1 HSS4x4x5 .838 10.6• • 9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 419 2 HSS3x3x4 .740 31.9..• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 420 (R-14) 1 HSS3.5x3.5x4 895 10.6.. 9 .001 10.846 9 63.758 120.474 12.075 12.075 2.174 H1 -1a 421 2 HSS3x3x4 .942 21.3••• 9 .001 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 422 3 HSS3x3x4 .508 32 9 1.001 21.3331, 10 41.462 101.016 8.556 8.556 2,2541H1 -1a 423 4 HSS3x3x4 .186 32 12 .000 32 9 25.997 101.016 8.556 8.556.248 Hl -lb' 424 (D-14) 1 HSS3.5x3.5x4 .778 10.6... 9 .000 10.846 9 63.758 120.47412.07512.075 1 H1 -1a 425 2 HSS3x3x4 .815 21.3..• 9 .000 21.25 9 41.466 101.016 8.556 8.556 1 H1 -1a 426 3 HSS3x3x4 .436 31.9 • 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 427 (D-13) 1 HSS3.5x3.5x4 763 10.6... 9 .000 10.846 12 63.758 120.474 12.075 12.075 1 Hl -la 428 2 HSS3x3x4 .799 21.3••• 9 .000 21.25 12 41.466 101.016 8.556 8.556 1 H1 -1a 429 3 HSS3x3x4 .425 31.9-•• 9 .000 32.158 12 41.462 101.016 8.556 1 8.556 1 H1 -1a 430 (D-12) 1 HSS3.5x3.5x4 763 10.6.1 9 .000 10.846 12 63.758 120.474 12.075 12.075 1 H1 -1a 431 2 HSS3x3x4 .799 21.1•• 9 .000 21.25 12 41.466 101.016 8.556 8.556 1 H1 -1a 432 3 HSS3x3x4 .425 32 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 433 4 HSS3x3x4 .200 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 434 (D-11) 1 HSS3.5x3.5x4 843 10.6.. 9 .001 10.846 9 63.758 120.47412.07512.075 1 H1 -1a 435 2 HSS3x3x4 .887 21.3•.• 9 .001 21.25 9 41.466 101.016 8.556 8.556 1 H1 -1a 436 3 HSS3x3x4 .480 32 9 .001 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 437 4 HSS3x3x4 .229 32 12 .000 32 12 25.997 1101.016 8.556 8.556 1 1 H1 -1a 438 U-1 1 HSS8x8x4 .946 10.6.1. 9 .025 10.889 9 263.1431293-94 66.28866.288 .174 H1 -1a 4391 1 2 HSS4x4x4 .975 21.3... 9 .020121.3331 110 86.66 1139.518,16.18111 .181 .236 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Mod el\Stor-AII Wheat Ridge -Take 4.rfl] Page 13 Galloway Stor-AII Wheat Ridge, CO : Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) 442 445 446 447 448 451 M-1 452 453 454 455 L-1 456 457 458 459 K-1 460 461 462 463 J-1 464 465 466 467 I-1' 468 471 D-1 472 473 474 475 A-1 476 477 478 479 A-4 480 481 482 483 B-4 484 LIE Jna a lode C:necK tleV... LU Jnear... tleV t[ 1 HSS4x4x4 .979 10.6••• 9 .012 10.846 2 HSS4x4x4 .746 21.3••• 9 .012 21.25 3 HSS3x3x4 .946 21.3•1 9 .017 21.333 4 HSS3x3x4 .628 45.5 12 .008 32 1 HSS 5x5x8 .808 10.6... 9 .016 10.846 2 HSS4.5x4.5x4 805 21.3... g .030 21.25 3 HSS3.5x3.5x4 .7155 21.3..9 3 HSS3x3x4 .011 21.333 2 HSS3x3x4 .643 121.3••• 9 1.005 21.25 3 HSS3x3x4 .401 32 9 .006 21.333 4 HSS3x3x4 .173 32 12 .003 32 1 HSS3.5x3.5x4 836 10.6... g ,007 10.846 2 HSS3x3x4 .926 21.3••• 9 .008 21.25 3 HSS3x3x4 .566 32 9 .008 21.333 4 HSS3x3x4 .338 32,12 101.016 8.556 8.556 2.25 H 1-1 b* .004 32 1 HSS3.5x3.5x4 836 10.6... g .007 10.846 2 HSS3x3x4 .926 21.3• . 9 .008 21.25 3 HSS3x3x4 .566 32 9 .008 21.333 4 HSS3x3x4 .338 32 12.004 32 1 HSS3.5x3.5x4 836 10.6... g .007 10.846 2 HSS3x3x4 .926 21.3• . 9 .008 21.25 3 HSS3x3x4 .566 32 9 .008 21.333 4 HSS3x3x4 .338 32 12 .004 32 1 HSS3.5x3.5x4 836 10.6... g .007 10.846 2 HSS3x3x4 .926 213. . 9 .008 21.25 3 HSS3x3x4 .566 32 9 .008 21.333 4 HSS3x3x4 .338 32 12 .004 32 1 HSS3.5x3.5x4 836 10.6... g .007 10.846 2 HSS3x3x4 .926 21.3• • 9 .008 21.25 3 HSS3x3x4 .566 32 9 .008 21.333 4 HSS3x3x4 .338 32 12.004 32 1 HSS4.5x4.5x4 864 10.6... g .008 10.846 2 HSS4x4x4 .824 21.3.•• 9 .009 21.25 3 HSS3.5x3.5x4 ,705 32 9 .010 21.333 4 HSS3x3x4 .604 132 121.005 32 1 HSS5x5x5 .903 10.6...9 10 41.462 .009 10.846 2 HSS5x5x4 .844 21.3•1 9 .011 21.25 3 HSS4x4x4 .841 32 9 .015 21.333 4 HSS3.5x3.5x4 .666 32 12.008 32 1 HSS4.5x4.5x4 867 10.6... g .011 10.846 2 HSS4x4x4 .828 21-3 ... 9 .012 21.25 3 HSS3.5x3.5x4 .711 32 9 .015 21.333 4 HSS3x3x4 .674 32 12 .008 32 1 HSS4x4x4 .997 10.6...9 .001 10.846 2 HSS3.5x3.5x4 939 21.3... g .002 21.25 3 HSS3x3x4 7W 32 9 .002 21.333 4 HSS3x3x4 .356 32 12 .001 32 Ll. Dnnnc IKI Dnrvm... n i -m... n i -m... GD t o 9 86.663 139.518 16.181 16.181 .174 H1 -1a 9 86.665 139.518 16.181 16.1811-006 Hl -la 10 41A62 101.016 8.556 8.556 2.265 H1 -1a 12 25.997 101.016 8.556 8.556 2.245 H1 -1a 9 233.594 326.232 45.19545.195 .174 H1 -1a 9 109.676 158.976 20.907 20.9071.008 Hl -la 10 63.755 120.474 12.075 12.075 .268 H1 -1a 9 41.465 101.016 8.556 8.556 2.174 H1 -1a 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 10 41.462 101.016 8.556 8.556 2.256 H1 -1a 12 25.997 101.016 8.556 8.556 2.25 H 1-1 b* 9 63.758 120.474 12.075 12.075 1 H1 -1a 9 41.466 101.016 8.556 8.556 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 25.997 101.016 8.556 8.556 1 H1 -1a 9 63.758 120.474 12.075 12.075 1 H1 -1a 9 41A66 101.016 8.556 8.556 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 25.997 101.016 8.556 8.556 1 H1 -1a 9 63.758 120.474 12.075 12.075 1 H1 -1a 9 41A66 101.016 8.556 8.556 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 25.997 101.016 8.556 8.556 1 1 H1 -1a 9 63.758 120.474 12.075 12.075 1 H1 -1a 9 41.466 101.016 8.556 8.556 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 H1 -1a 12 25.997 101.016 8.556 8.556 1 H1 -1a 9 63.758 120.474 12.075 12.075 1 Hl -la 9 41.466 101.016 8.556 8.556 1 H1 -1a 10 41.462 101.016 8.556 8.556 1 1 H1 -1a 12 25.997 1101.016 8.556 8.556 2.0481 H1 -1a 9 109.675 158.976 20.907 20.907 2.174 H1 -1a 9 86.665 139.518 16.181 16.18111.006 H1 -1a 10 63.755 120.474 12.075 12.0752.262 Hl -la 12 25.997 101.016 8.556 8.556 2.244 H1 -1a 9 160.502 217.764 31.602 31.602 2.174 Hl -la 9 132.385 178.02 26.25526.2551-006 Hl -la 10 86.66 139.518 16.181 16.181 2.27 H1 -1a 12 43.385 120.474 12.07512.075 2.25 H1 -1a 9 109.675158.97620.90720.9072.174 H1 -1a 9 86.665 139.518 16.181 16.1811-006 H1 -1a 10 63.755 120.474 12.075 12.075 .262 H1 -1a 12 25.997 101.016 8.556 8.556 2.235 H1 -1a 9 86.663 139.51816.18116.181 .174 H1 -1a 9 63.76 120.474 12.07512.0751.006 Hl -la 10 41.462 101.016 8.556 8.556 2.265 H1 -1a 12 25.997 101.016 8.556 8.556 2.252 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 14 Galloway Stor-Al Wheat Ridge, CO i Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack I iA Shang Cnrie Check Elev-_ LC Shear... Elevfftl Dir LC r)hi*Pnc fkl ohi*Pnt... Dhi'M... ohi*M... Cb Ean 487 B-5 1 HSS4x4x4 .779 10.6 ... 9 .000 10.889 112 86.663 139.518 16.181 16.181 1 H1 -1a 488 2 HSS3x3x4 .584 31.9• . 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 489 (5)238 1 HSS3x3x4 .695 10.6... 9 .000 10.846 12 41.465 101.016 8.556 8.556 1 H1 -1a 490 2 HSS3x3x4 .475 21.3... 9 .000 21.25 12 41.466 101.016 8.556 8.556 1 H1 -1a 491 3 HSS3x3x4 .255 32 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 492 4 HSS3x3x4 .129 32 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1b* 493 (6)239 1 HSS3x3x4 .695 10.6... 9 .000 10.846 12 41.465 101.016 8.556 8.556 1 H1 -1a 494 2 HSS3x3x4 .475 21.3• . 9 .000 21.25 12 41.466 101.016 8.556 8.556 1 H1 -1a 495 3 HSS3x3x4 .255 32 9 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 496 4 HSS3x3x4 .130 32 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1b* 497 B-6 1 H SS4x4x4 .779 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 Hl -la 498 2 HSS3x3x4 .584 21.3•1 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 499 (7)241 1 HSS3x3x4 .744 10.6... 9 .000 10.846 9 41.465 101.016 8.556 8.556 1 H1 -1a 500 2 HSS3x3x4 .511 21-3.. 9 .000 21.25 9 141.466 101.016 8.556 8.556 1 H1 -1a 501 3 HSS3x3x4 .278 32 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 502 4 HSS3x3x4 .144 32 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1b* 503 (A)242 1 HSS3x3x4 .170 0 9 .001 10.846 9 41.465 101.016 8.556 8.556 2.174 H1 -1b* 504 2 HSS3x3x4 .118 21.25 9 .001 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1b* 505 3 HSS3x3x4 .069 21.3•.•12 .001 21.333 10 41.462 101.016 8.556 8.556 2.263 H1 -1b* 506 4 HSS3x3x4 .047 32 12 .001 32 12 25.997 101.016 8.556 8.556 2.249 H1 -1b* 507 (0)243 1 HSS3x3x4 .619 10.6... 9 .003 10.846 9 41.465 101.016 8.556 8.556 2.174 H1 -1a 508 2 HSS3x3x4 .447 21-3 ... 9 .003 21.25 9 41.466 101.016 8.556 8.556 1.004 H1 -1a 509 3 HSS3x3x4 .272 32 9 .004 21.333 10 41.462 101.016 8.556 8.556 2.059 H1 -1a 510 4 HSS3x3x4 .111 32 12 .002 32 12 25.997 101.016 8.556 8.556 2.048 H1 -1b* 511 (D)244 1 HSS3.5x3.5x4 476 10.6... 9 ,004 10.846 9 63.758 120.474 12.075 12.075 .174 H1 -1a 512 2 HSS3x3x4 .528 21.3... 9 .005 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 513 3 HSS3x3x4 .324 31.9••• 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.257 H1 -1a 514 (E)245 1 HSS3.5x3.5x4 8554 10.6... 9 .007 10.846 9163.758 120.474 12.075 12.075 .174 H1 -1a 515 2 HSS3x3x4 .940 21.3... 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.004 H1 -1a 516 3 HSS3x3x4 .569 31.9.1 9 .009 21.333 10 41.462 101.016 8.556 8.556 2.096, H1 -1a 517 (F)246 1 HSS3.5x3.5x4 857 10.6... 9 .007 10.846 9 63.758 120.474 12.075 12.075 .174 Hl -la 518 2 HSS3x3x4 .945 21.3•1 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.004 H1 -1a 519 3 HSS3x3x4 .573 31.9•.. 9 .009 21.333 10 41.462 101.016 8.556 8.556 2.096 H1 -1a 520 (G)247 1 HSS3.5x3.5x4 857 10.6... 9 .007 10.846 9 63.758 120.474 12.075 12.075 1 H1 -1a 521 2 HSS3x3x4 .946 21.3 ... 9 .008 21.25 9 41.466 101.016 8.556 8.5% 1 H1 -1a 522 3 HSS3x3x4 .576 32 9 .009 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 523 4 HSS3x3x4 .291 32 12 .004 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 524 (H)248 1 HSS3.5x3.5x4 830 10.6.. 9 .007 10.846 9 63.758 120.474 12.075 12.075 .174 Hl -la 525 2 HSS3x3x4 .918 21.3•.. 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 526 3 HSS3x3x4 .562 32 9 .009 21.333 10 41.462 101.016 8.556 8.556 2.254 H1 -1a 527 4 HSS3x3x4 .285 32 12 .004 32 12 25.997 101.016 8.556 8.556 2.26 H1 -1a 5528 (N)255 1 HSS3.5x3.5x4 823 10.6.. 9 .007 10.846 9 63.758 120.474 12.075 12.075 2.174 H1 -1a 529 2 HSS3x3x4 .910 21.3... 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 530 3 HSS3x3x4 .558 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 2.254, H1 -1a 531 4 HSS3x3x4 .282 32 12 .004 32 12 25.997 101.016 8.556 8.556 2.261 Hl -la 532 (0)256 1 HSS3.5x3.5x4 8557 10.6... 9 .007 10.846 9 63.758 120.474 12.075 12.075 1 H1 -1a 15331 1 2 lHSS3x3x4l .946 1211.3.•• 9 1.0081 21.25 19 41.466 101.016 8.556 8.556 1.004 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA Mod el\Stor-AII Wheat Ridge -Take 4.rfl] Page 15 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stack Lift Shage Code Check Elev... LC Shear... Elevfftl Dir LC ohi*Pnc fkl r)hi*Pnt... Dhi*M... Dhi*M... Cb Eon 5341 1 3 HSS3x3x4 .576 32 9 .009 21.333 10 41.462 1101.016 8.556 8.556 2.059 H1 -1a 535 4 HSS3x3x4 .290 32 12 .004 32 12 25.997 101.016 8.556 8.556 2.048 H1 -1a 536 (P)257 1 HSS3.5x3.5x4 857 10.6.. 9 .007 10.846 9 63.758 120.474 12.075 12.075 1 H1 -1a 537 2 HSS3x3x4 .945 21.3••• 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.004 H1 -1a 538 3 HSS3x3x4 .576 32 9 .009 21.333 10 41.462 101.016 8.556 8.556 2.059, H1 -1a 539 4 HSS3x3x4 .289 32,12 .004 32 12 25.997 101.016 8.556 8.556 2.0481 H1 -1a 540 (Q)258 1 HSS3.5x3.5x4 857 10.6.. 9 .007 10.846 9 63.758 120.474 12.075 12.075 1 H1 -1a 541 2 HSS3x3x4 .945 21.3••. 9 .008 21.25 9 41.466 101.016 8.556 8.556 1.004 H1 -1a 542 3 HSS3x3x4 .576 32 9 .009 21.333 10 41A62 101.016 8.556 8.556 2.059 H1 -1a 543 4 HSS3x3x4 .289 32 12 .004 32 12 25.997 101.016 8.556 8.556 2.048 H1 -1a 5544 (R)259 1 HSS3.5x3.5x4 .476 10.6.. 9 .004 10.846 9 63.758 120.474 12.075 12.075 .174 Hl -la 545 2 HSS3x3x4 .528 21.3.•• 9 .005 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 546 3 HSS3x3x4 .325 32 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.254 H1 -1a 547 4 HSS3x3x4 .118 32 12 .002 32 12 25.997 101.016 8.556 8.556 2.26 Hl -lb' 548 (U-12) 1 HSS4x4x4 .438 10.6• 9 .003 10.846 9 86.663 139.518 16.181 16.181 .174 H1 -1a 549 2 HSS3x3x4 .660 21.3.•• 9 .005 21.25 9 41.466 101.016 8.556 8.556 1.007 H1 -1a 550 3 HSS3x3x4 .403 31.9... 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.255 H1 -1a 551 (U-11) 1 HSS3.5x3.5x4 774 10.6... g .000 10.846 10 63.758 120.474 12.075 12.075 1 H1 -1a 552 2 HSS3x3x4 .816 21.3••• 9 .000 21.25 10 41.466 101.016 8.556 8.556 1 H1 -1a 553 3 HSS3x3x4 .456 31.9•••12 .000 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 554 (U-10) 1 HSS4x4x4 .570 10.6• . 9 .000 10.846 10 86.663 139.518 16.181 16.181 1 H1 -1a 555 2 HSS3.5x3.5x4 .531 21.3 ... 9 .000 21.25 10 63.76 120.474 12.075 12.075 1 H1 -1a 556 3 HSS3x3x4 .456 31-9•.•12 .000 21.333 12 41A62 1101.016 8.556 8.556 1 H1 -1a 557 R-4 1 HSS4.5x4.5x4 941 10.6... 9 .002 10.889 9 109.675 158.976 20.907 20.907 1 H1 -1a 558 2 HSS3x3x4 .920 21.3••. 9 .004 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 559 R-7 1 HSS5x5x4 .898 10.6••• 9 .004 10.889 9 132.384 178.02 26.25526.255 1 H1 -1a 560 2 HSS3.5x3.5x4 .725 21.3.. 9 .007 21.333 10 63.755 120.474 12.07512.075 1 H1 -1a 561 Q-6 1 HSS4x4x4 1.000 0 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 562 2 HSS3x3x4 .739 21.3.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 563 Q-5 1 HSS4x4x4 1.000 0 9 .000 10.889 9 86.663 139.518 16.181 16.181 1 H1 -1a 564 2 HSS3x3x4 .739 22.0••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 565 Q-4 1 HSS4x4x4 1.000 0 9 .00010.889 9 86.663 139.51816.18116.181 1 H1 -1a 566 2 HSS3x3x4 .739 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 1 1 H1 -1a 567 U-9 1 HSS3x3x4 .885 10.6•.• 9 .004 10.846 9 41.465 101.016 8.556 8.556 2.1741H1 -1a 568 2 HSS3x3x4 .649 21.3 • 9 .004 21.25 9 41.466 101.016 8.556 8.556 1.006 H1 -1a 569 3 HSS3x3x4 .405 32 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.252 H1 -1a 570 4 HSS3x3x4 .195 32 12 .003 32 12 25.997 101.016 8.556 8.556 2.257 Hl -lb" 571 B-7 1 HSS4x4x4 .779 10.6..• 9 .000 10.889 12 86.663 139.518 16.181 16.181 1 H1 -1a 572 2 HSS3x3x4 .584 31.9 ... 9 .000 32.158 12 41.462 1101.016 8.556 8.556 1 H1 -1a 573 (T)270 1 HSS4.5x4.5x4 8554 10.6... 9 .001 0 9 109.675 158.976 20.907 20.907 1 H1 -1a 574 2 HSS3x3x4 .363 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 575 (5)271 1 HSS5x5x4 .910 10.6.•• 9 .002 0 9 132.384 178.02 26.255 26.255 1 H1 -1a 576 2 HSS3x3x4 .358 45.5 12 .000 32 12 25.997 101.016 8.556 8.556 1 H1 -1a 577 (R)272 1 HSS5x5x4 .997 10.6••• 9 .002 10.889 9 132.384 178.02 26.25526.255 1 H1 -1a 578 2 HSS3.5x3.5x4 763 21.3... 9 .003 21.333 10 63.755 120.474 12.075 12.075 1 H1 -1a 579 (4)273 1 HSS3x3x4 .552 10.6... 9 .004 10.829 9 41.465 101.016 8.556 8.556 2.175 H1 -1a 580 2 1 HSS3x3x4 .432 121.3••• 9 .004 21.216 9 41.466 101.0168.556 8.556 1.009 H1 -1a RISAFIoor Version 10.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge -Take 4.rfl] Page 16 Galloway Stor-Al Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stark I ift Shane Cncie Check Elev__ LC Shear... Elevrftl Dir LC ohi'Pnc fkl ohi*Pnt... ohi" M...ohi*M... Cb Ean 5811 1 3 HSS3x3x4 .150 21.3.112 .004 21.333 10 41.462 101.016 8.556 8.556 .263 H1 -lb* 582 4 HSS3x3x4 .098 32 12 .002 32 12 25.997 101.016 8.556 8.556 2.25 Hl -lb - 583 cs273 1 HSS3x3x4 .077 0 9 .000 0 10 41.465 101.016 8.556 8.556 2.174 Hl -lb - 584 2 HSS3x3x4 .054 10.6... 9 .000 10.667 9 41.466 101.016 8.556 8.556 2.27 H1 -1b* 585 3 HSS3x3x4 .030 21.3••• 9 .000 21.333 10 41.462 101.016 8.556 8.556 2.261 Hl -lb - 586 4 HSS3x3x4 .018 32 121.000 32 12 25.997 101.0161&55618.556 2.21 H1 -1b* 587 1269 1 HSS3.5x3.5x4 785 10.6... g 1.003 0 10 63.758 120.474 12.075 12.075 .174 H1 -1a 588 2 HSS3x3x4 .876 10.6• . 9 .007 10.667 9 41.466 101.016 8.556 8.556 .248 H1 -1a 589 3 HSS3x3x4 .527 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 2.234 H1 -1a 590 4 HSS3x3x4 .197 32 12 .003 32 12 25.997 101.016 8.556 8.556 2.245 Hl -lb - 591 (x)270 1 HSS3.5x3.5x4 786 10.6... g .003 0 10 63.758 120.474 12.075 12.075 1 H1 -1a 592 2 HSS3x3x4 .877 10.6• • 9 .007 10.667 9 41.466 101.016 8.556 8.556 1 H1 -1a 593 3 HSS3x3x4 .527 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 594 4 HSS3x3x4 .198 32 12 .003 32 12 25.997 101.016 8.556 8.556 1 Hl -lb - 595 (x)271 1 HSS3.5x3.5x4 786 10.6... g .003 0 10 63.758 120.474 12.075 12.075 1 H1 -1a 596 2 HSS3x3x4 .877 10.6• . 9 .007 10.667 9 41.466 101.016 8.556 8.556 1 H1 -1a 597 3 HSS3x3x4 .527 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 1 1 H1 -1a 598 4 HSS3x3x4 .198 32 12 .003 32 12 25.997 101.016 8.556 8.556 1 H1 -1b* 599 (L)272 1 HSS3.5x3.5x4 786 10.6... g .003 0 10 63.758 120.474 12,075 12.075 1 H1 -1a 600 2 HSS3x3x4 .877 10.6... 9 .007 10.667 9 41.466 101.016 8.556 8.556 1 H1 -1a 601 3 HSS3x3x4 .527 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 602 4 HSS3x3x4 .198 32 12 .003 32 12 25.997 101.016 8.556 8.556 1 Hl -lb' 603 (M)273 1 HSS3.5x3.5x4 785 10.6... g .003 0 10 63.758 120.474 12.075 12.075 .174 H1 -1a 604 2 HSS3x3x4 .876 10.6• . 9 .007 10.667 9141.466 101.016 8.556 8.556 2.25 H1 -1a 605 3 HSS3x3x4 .527 32 9 .008 21.333 10 41.462 101.016 8.556 8.556 2.2391 H1 -1a 606 1 4 HSS3x3x4 .197 32 12 .003 32 1 12 25.997 101.016 8.556 8.556 2.153 H1 -1b* 607 cs273•• 1 HSS3x3x4 .065 0 9 .000 0 10 41.465 101.016 8.556 8.556 2.174 Hl -lb - 608 2 HSS3x3x4 .046 10-6... 9 .000 10.667 9 41.466 101.016 8.556 8.556 2.267 Hl -lb - 609 3 HSS3x3x4 .026 21-3-.- 9 .000 21.333 10 41.462 101.016 8.556 8.556 2.254 Hl -lb - 610 4 HSS3x3x4 .016 32 12 .000 32 12 25.997 1101.0116 8.556 8.556 2.261 H1 -1b* 611 (x)268 1 HSS5x5x6 .942 10.6••• 9 .012 0 9 186.929 255.852 36.57 36.57 1 H1 -1a 612 (9)269 1 HSS5x5x8 .923 10.6••. 9 .024 0 9 233.594 326.232 45.19545.195 1 H1 -1a 613 (T)270... 1 HSS4.5x4.5x4 .919 10.6... g .026 0 9 109.675 158.976 20.907 20.907 1 H1 -1a 614 (S)271.. 1 HSS5x5x4 .890 10.6• • 9 .028 0 9 132.384 178.02 26.25526.255 1 1 H1 -1a 615 (Q)264 1 HSS3.5x3.5x4 488 10.6... g .004 10.838 9 63.758 120.47412.07512.075 2.1751 H1 -1a 616 2 HSS3x3x4 .536 21.3..- 9 .004 21.233 9 41.466 101.016 8.556 8.5561-008 H1 -1a 617 3 HSS3x3x4 .324 32 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.213 H1 -1a 618 4 HSS3x3x4 .121 32 12 .002 32 12 25.997 101.016 8.556 8.556 1.914 H1 -1b* 619 (P)265 1 HSS3x3x4 .736 10.4••• 9 .004 10.685 9 41.465 101.016 8.556 8.556 1 H1 -1a 620 2 HSS3x3x4 .532 21-3.,,- 9 .004 20.933 9 41.466 101.016 8.556 8.556 1 H1 -1a 621 3 HSS3x3x4 .323 31-9 ... 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 622 (0)266 1 HSS3.5x3.5x4 488 10.6.. g .004 10.838 9 63.758 120.474 12.075 12.075 .175 H1 -1a 623 2 HSS3x3x4 .537 21.3••.9 .004 21.233 9 41.466 101.016 8.556 8.556 1.008 H1 -1a 624 3 HSS3x3x4 .323 31.9 • 9 .005 21.333 10 41.462 101.016 8.556 8.556 .214 H1 -1a 625 H-1 1 HSS3x3x4 .877 10.5.•• 9 .005 10.812 9 41.465 101.016 8.556 8.556 2.175 H1 -1a 626 2 HSS3x3x4 .642 21.3..- 9 .005 21.183 9 41.466 101.016 8.556 8.556 1.012 H1 -1a 627 3 HSS3x3x4 .398 31.9•.. 9 1.006 21.333 10 41.462 101.016 8.556 8.556 .259 H1 -1a RISAFloor Version 10.0.1 [HA ... \... \... \... \RISA ModekStor-All Wheat Ridge - Take 4.rfl] Page 17 Galloway Stor-AII Wheat Ridge, CO: Feb 22, 2017 Hot Rolled Steel Column Code Checks (Continued) Stark I iff Shane Cnde Check Flev Ir Shear Flevrm nir 1 C nhi*Pnc rkl nhi*Pnt nhi*M nhi*M rh Fnn 628 (G)268 1 HSS3.5x3.5x4 488 10.55 9 .004 10.77 19 63.758 120.474 12.075 12.075 .175 H1 -1a 629 2 HSS3x3x4 .537 21:3••• 9 .004 21.1 9 41.466 101.016 8.556 8.556 1.019 H1 -1a 630 3 HSS3x3x4 .323 31.9-.. 9 .005 21.333 10 41.462 101.016 8.556 8.556 .252 H1 -1a 631 (F)269 1 HSS3x3x4 .737 10.5... 9 .004 10.812 9 41.465 101.016 8.556 8.556 1 H1 -1a 632 2 HSS3x3x4 .532 21.3.. 9 .004 21.183 9 41.466 101.016 8.556 8.556 1 H1 -1a 633 3 HSS3x3x4 .323 31.9... 9 .005 21.333 10 41.462 101.016 8.556 8.556 1 H1 -1a 634 (E)270 1 HSS3.5x3.5x4 488 10.6.. 9 ,004 10.838 9 63.758 120.474 12.07512.075 .175 H1 -1a 635 2 HSS3x3x4 .536 21.3... 9 .004 21.233 9 41.466 101.016 8.556 8.556 1.008 H1 -1a 636 3 HSS3x3x4 .323 31.9... 9 .005 21.333 10 41.462 101.016 8.556 8.556 2.244 H1 -1a 637 1-2 1 HSS4x4x5 .843 10.6...9 .000 10.889 12103.533 169.74 19.285 19.285 1 H1 -1a 638 2 HSS3x3x4 .754 31.9.. 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 639 CS270 1 HSS3x3x4 .985 10.6... 9 .001 10.889 12 41.465 101.016 8.556 8.556 1 H1 -1a 640 2 HSS3x3x4 .190 32 12 .000 32 12 25.997 101.016 8.556 8.556 1 1 H1 -1b* 641 (T-2)1 HSS3.5x3.5x4 .943 21.3...9 .000 10.667 12 63.76 120.474 12.075 12.075 1 H1 -1a 642 2 HSS3x3x4 .777 31.9•.• 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 643 T-3 1 HSS3.5x3.5x4 .939 21.3... 9 .000 10.667 12 63.76 120.474 12.075 12.075 1 H1 -1a 644 2 HSS3x3x4 .770 31.9.. 9 .000 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 645 T-4 1 H SS4x4x4 .760 21.3... 9 .001 10.667 9 86.665 139.518 16.181 16.181 1 H1 -1a 646 2 HSS3x3x4 .751 21.3.. 9 .003 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 647 S-4 1 HSS4x4x4 .879 21.3...9 .002 10.667 9 86.665 139.518 16.181 16.181 1 H1 -1a 648 2 HSS3x3x4 .877 21.3... 9 .006 21.333 9 41.462 101.016 8.556 8.556 1 H1 -1a 649 S-3 1 HSS3.5x3.5x4 .921 21.3... 9 .000 10.667 12 63.76 120.474 12.075 12.075 1 H1 -1a 650 2 HSS3x3x4 .742 31.9.. 9 .000 32.158 12,41 A62 101.0168.556 8.556 1 H1 -1a 651 S-2 1 HSS3.5x3.5x4 930 21.3... 9 .000 10.667 121 63.76 120.474 12.075 12.075 1 H1 -1a 652 2 HSS3x3x4 .756 31.9..• 9 .001 32.158 12 41.462 101.016 8.556 8.556 1 H1 -1a 653 T-6 1 HSS3x3x4 .563 32 9 .002 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 654 S-6 1 HSS3x3x4 .715 32 9 .002 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 655 S-5 1 HSS3x3x4 .772 32 9 .003 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 656 T-5 1 HSS3x3x4 .616 32 9 .003 21.333 12 41.462 101.016 8.556 8.556 1 H1 -1a 657 CS281 1 HSS2.25)Q.2... .703 32 12 .002 21.333 12 15.58 72.036 4.416 4.416 1 H1 -1a 658 (6)282 1 1 HSS2x2x4 .943 32 9 .001 21.333 12 10.299 62.514 3.326 3.326 1 H1 -1a Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed. 22 DEC 2016, 8 58A Steel Column File=H:\Stor-AIRCO_WHE-1\3E873-1.PER\3C6F5-1.14B\STOR-A-I.EC6 ENERCALC. INC. 1983-2016, Build:6.16.10.31, Ver.6.16.10.31 Description : Typical Column 2- Story - Level 1 and 2 Code References Calculations perAISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2012 General Information Steel Section Name: HSS4x4x5116 Overall Column Height 20.0 ft Analysis Method: Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi X -X (width) axis: E : Elastic Bending Modulus 29, 000.0 ksi Unbraced Length for X -X Axis buckling= 10 ft, K = 1.0 Y -Y (depth) axis: Unbraced Length for Y -Y Axis buckling = 10 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations Column self weight included : 296.60 lbs' Dead Load Factor AXIAL LOADS ... PASS Max. Axial+Bending Stress Ratio = Roof: Axial Load at 20.0 ft, D =1.552, S = 2.910 k Load Combination +1.20D+1.60L+0.50S+1.60H FR4: Axial Load at 20.0 ft, D = 6.40, L = 12.130 k Location of max.above base FR3: Axial Load at 20.0 ft, Xecc = 4.0 in, D = 3.20, L = 6.063 k FR3: Axial Load at 20.0 ft, Xecc = -4.0 in, D = 3.20, L = 6.063 k FR3: Axial Load at 10.0 ft, Xecc = 4.0 in, D = 3.20, L = 6.063 k FR3: Axial Load at 10.0 ft, Xecc = -4.0 in, D = 3.20, L = 6.063 k DESIGN SUMMARY 0.9 ' Mn -x: Bending & Shear Check Results 0.269 PASS Max. Axial+Bending Stress Ratio = 0.7740 : 1 Load Combination +1.20D+1.60L+0.50S+1.60H 0.0 k Location of max.above base 0.0 ft At maximum location values are ... 0.0 k Pu 84.925 k 0.9 . Pn 109.723 k Mu -x 0.0 k -ft 0.9 ' Mn -x: 19.286 k -ft Mu -y 0.0 k -ft 0.9 . Mn -y: 19.286 k -ft PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Vu : Applied Vn ' Phi: Allowable Load Combination Results Load Combination 0.0 : 1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum SERVICE Load Reactions . . 0.269 Top along X -X 0.0 k Bottom along X -X 0.0 k Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Maximum SERVICE Load Deflections ... 0.000 Along Y -Y 0.0 in at 0.0ft above base for load combination : 0.774 Along X -X 0.0 in at 0.0ft above base for load combination : PASS Maximum Shear Ratios Stress Ratio Status Location +1.40D+1.60H 0.269 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50Lr+1.60L+1.60H 0.761 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+1.60L+0.50S+1.60H 0.774 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+1.60Lr+0.50L+1.60H 0.396 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+1.60Lr+0.50W+1.60H 0.230 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50L+1.60S+1.60H 0.438 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+1.60S+0.50W+1.60H 0.273 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50Lr+0.50L+W+1.60H 0.396 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50L+0.50S+W+1.60H 0.409 PASS 0.00 ft 0.000 PASS 0.00 ft +1.20D+0.50L+0.70S+E+1.60H 0.415 PASS 0.00 ft 0.000 PASS 0.00 ft +0.90D+W+0.90H 0.173 PASS 0.00 ft 0.000 PASS 0.00 ft -490D+E+0.90H 0.173 PASS 0.00 ft 0.000 PASS 0.00 ft Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016, 8:58AM Steel Column File=H:\Stor-AIACO_WHE-ti3E673-1.PER13C6F5.1.14BGSTOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.16.10.31 0.011271 Licensee: GALLOWAY & COMPANY, Description : Typical Column 2- Story - Level 1 and 2 Maximum Reactions Note: Only non -zero reactions are listed. Maximum Deflections for Load Combinations Load Combination X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base +D+H k k 21.049 k +D+L+H k k 57.431 k +D+Lr+H k k 21.049 k +D+S+H k k 23.959 k +D+0.750Lr+0.750L+H k k 48.335 k +D+0.750L+0.750S+H k k 50.518 k +0+0.60W+H k k 21.049 k +D+0.70E+H k k 21.049 k +D+0.750Lr+0.750L+0.450W+H k k 48.335 k +D+0.750L+0.750S+0.450W+H k k 50.518 k +D+0.750L+0.750S+0.5250E+H k k 50.518 k +0.60D+0.60W+0.60H k k 12.629 k +0.60D+0.70E4.60H k k 12.629 k D Only k k 21.049 k Lr Only k k k L Only k k 36.382 k S Only k k 2.910 k W Only k k k E Only k k k H Only k k k Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+0.750Lf+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 It 0.000 in 0.000 it +D+0.70E+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 it +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 It +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 It +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 It Lr Only 0.0000 in 0.000 It 0.000 in 0.000 ft L Only 0.0000 in 0.000 It 0.000 in 0.000 It S Only 0.0000 in 0.000 It 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS4x4x5116 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016. 8:58AM Steel Column File=H:lStor-NSCO_WHE-113E873-1.PER13C6F5-1.14B\STOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Description : Typical Column 2- Story - Level 1 and 2 Steel Section Properties : HSS4x4x5116 Depth = 4.000 in Ixx = 9.14 inA4 J = 15.300 inA4 S xx = 4.57 inA3 Width = 4.000 in R xx = 1.490 in Wall Thick = 0.313 in Zx = 5.590 inA3 Area = 4.100 inA2 1 yy = 9.140 inA4 C = 7.910 inA3 Weight = 14.830 plf S yy = 4.570 inA3 R yy = 1.490 in Ycg 0 0.000 in i Loa @ Load 2 XLoad 5 4.00in O 9 O N II m Loads are total entered value. Arrows do not reflect absolute direction. _ _1111........_......- ...................._-1111. Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Proiect ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 DEC 2016. 9:04AM Steel Column File=H:\Stor-AIRCO_WHE-1\3E873-1.PER\3C6F5.1.14B\STOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver.6.16.10.31 0.011271 Licensee: GALLOWAY & COMPANY, Description : Typical Column 2- Story - Level 3 and 4 Code References Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2012 General Information Steel Section Name: HSS3-1/2x3-1/2x1/4 Overall Column Height 23.50 ft Analysis Method: Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi X -X (width) axis: E : Elastic Bending Modulus 29, 000.0 ksi Unbraced Length for X -X Axis buckling = 10 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 10 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations Column self weight included: 246.985 lbs * Dead Load Factor AXIAL LOADS ... Rf: Axial Load at 23.50 ft, Xecc = 3.750 in, D = 0.7760, S = 1.455 k Rf: Axial Load at 23.50 ft, Xecc = -3.750 in, D = 0.7760, S = 1.455 k FR4: Axial Load at 10.0 ft, Xecc = 3.750 in, D = 3.20, L = 6.063 k FR3: Axial Load at 10.0 ft, Xecc = -3.750 in, D = 3.20, L = 6.063 k DESIGN SUMMARY Bending & Shear Check Results 0.0 : 1 PASS Max. Axial+Bending Stress Ratio = 0.4442 : 1 Load Combination +1.20D+1.60L+0.50S+1.60H Location of max.above base 0.0 ft At maximum location values are ... Vu : Applied Pu 30.695 k 0.9 * Pn 69.096 k Mu -x 0.0 k -ft 0.9 * Mn -x: 12.075 k -ft Mu -y 0.0 k -ft 0.9 * Mn -y: 12.075 k -ft PASS Maximum Shear Stress Ratio = 0.0 : 1 Load Combination Status Location of max.above base 0.0 ft At maximum location values are ... 0.00 ft Vu : Applied 0.0 k Vn * Phi: Allowable 0.0 k Load Combination Results 0.00 ft +1.40D+1.60H +1.20 D+0.50 Lr+1.60 L+1.60 H +1.20 D+1.60 L+0.50S+1.60 H +1.2 0 D+ 1.6 O L r+0.5 0 L+1.6 0 H +1.20 D+1.60 Lr+0.50 W+1.60 H +1.2 0 D+0.50 L+1.60 S+1.60 H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1.60 H +1.20 D+0.50 L+0.5 0 S+W+1.60 H +1.20 D+0.50 L+0.7 0 S+E+1.60 H +0.90D+W+0.90H +0.90D+E+0.90H Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.166 PASS 0.00 ft 0.423 PASS 0.00 ft 0.444 PASS 0.00 ft 0.230 PASS 0.00 ft 0.142 PASS 0.00 ft 0.298 PASS 0.00 ft 0.210 PASS 0.00 ft 0.230 PASS 0.00 ft 0.251 PASS 0.00 ft 0.260 PASS 0.00 ft 0.107 PASS 0.00 ft 0.107 PASS 0.00 ft Maximum SERVICE Load Reactions. . Shear Ratios Top along X -X 0.0 k Bottom along X -X 0.0 k Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Maximum SERVICE Load Deflections ... 0.00 ft Along Y -Y 0.0 in at 0.0ft above base for load combination : 0.000 Along X -X 0.0 in at 0.0ft above base for load combination : PASS Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Permit Calculation Package Project Title: Stor-All Wheat Ridge Max. Y -Y Deflection Engineer: TJH Project ID: SAS002 +D+H Project Descr: 4 -Story Self Storage Facility 0.000 ft 0.000 Printed: 22 DEC 2016, 9:04AM Steel ColumnFile=H:lStor-AIACO_WHE-113EB73-1.PER13C6F5-1.14B1STOR-A-I.EC6 ft +D+L+H 0.0000 in ENERCALC, INC. 1983-2016, Buikt:6.16.10.31, Ver.6.16.10.31 0,011271 in Licensee: GALLOWAY & COMPANY, It +D+Lr+H 0.0000 Description : Typical Column 2- Story - Level 3 and 4 0.000 ft 0.000 Maximum Reactions 0.000 Note: Only non -zero reactions are listed. X -X Axis Reaction Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base +D+H k k 8.199 k +D+L+H k k 20.325 k +D+Lr+H k k 8.199 k +D+S+H k k 11.109 k +D+0.750Lr+0.750L+H k k 17.293 k +D+0.750L+0.750S+H k k 19.476 k +D+0.60W+H k k 8.199 k +D+0.70E+H k k 8.199 k +D+0.750Lr+0.750L+0.450W+H k k 17.293 k +D+0.750L+0.750S+0.450W+H k k 19.476 k +D+0.750L+0.750S+0.5250E+H k k 19.476 k 40.60D+0.60W+0.60H k k 4.919 k +0.60D+0.70E+0.60H k k 4.919 k D Only k k 8.199 k Lr Only k k k L Only k k 12.126 k S Only k k 2.910 k W Only k k k E Only k k k H Only k k k Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 It +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 It L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS3-112x3.112x114 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Pnnted: 22 DEC 2016, 9:04AM Steel Column File=H:lStor-AII1C0 WHE-113E873-113E873-1.14B1STOR-A-I.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Description : Typical Column 2- Story - Level 3 and 4 Steel Section Properties : HSS3_-112x3-1/2x1/4 Depth = 3.500 in I xx = 5.04 in^4 J = 8.350 inA4 S xx = 2.88 in"3 Width = 3.500 in R xx = 1.320 in Wall Thick = 0.250 in Zx = 3.500 in^3 Area = 2.910 in^2 1 y = 5.040 in^4 C = 4.920 in^3 Weight = 10.510 plf S yy = 2.880 in^3 R yy = 1.320 in Ycg = 0.000 in Load ito',, i 3.50in 2231k X /Load 3 � ri c� o. u z S Loads are total entered value. Arrows do not reflect absolute direction. G a '001- -10 o w a Planning_ Architecture, Engineering :J:J:3 0 A LATERAL CALCULATIONS Pro ecf Name: Pro'ed Number: Date: B Sheet: Stor-All - WHEATRIDGE, COI SAS000002 2/22/2017 TJH Page 15 of 16 Galloway Stor-Al W heat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Properties I ahel F Iksil G rksl Nu Therm (\1 E.. Densitvrk/ft... Yieldrksil Rv Furksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.6 RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr. B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 Al 085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Tvpe Des' n List Material Desi n Rules A Pn2l Iyy [in4I Izz Fin4l J in4 1 1 HR1A I W1 OX33 1 Beam I None I A992 ILateral BraCeSI 9.71 1 36.6 1 171 1 .583 Masonry Wall Panel Parameters Label Block Nom Width Block Grouting Reinforced Wall Area Method 1 Typical 8" Partially Grouted Yes NCMA Masonry Wall Panel In Plane Parameters Label Vert Bar Size Bars Per Cell Min Bound Zone Width[inl Max Bound Zone ... Horz Bar Size 1.5x Shear I ... Transfer Load 1 1 Typical 1 #6 1 2 1 8 1 40 1 #5 Masonry Wall Panel Out of Plane Parameters Label Bar Size Bar Space Min Bar Space Max Bar Placement Cove in Mortar Type Cement Type Transfer Load 1 1 Typical #5 1 8" 1 16" 1 Center I nd, Lim.. Hot Rolled Steel Design Parameters La Shane Lenathrftl Lhvvfftl Lbzzrftl Lcomo toorftl LComD botrftl L-torou... Kvv Kzz Cb Function 1 1 (D-1 4)-L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 2 (D -14)_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 3 (D -14)_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 4 (D -13)_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 5 (D -13)_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 6 (D-13) L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 7 (D)244_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 8 (0)244 L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 9 (D)244_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 10 (E)245 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 11 (E)245 L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 12 (E)245 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 13 (F)246 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor I Floor Floor Lateral RISA -3D Version 14.0.1 [HA ... \..A ... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 1 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathfftl Lb ft Lbzz ft Lcom toD[ftl Lcomp bot ftL-tor u... Kvy Kzz Cb Function 14 (F)246 L2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 15 (F)246_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 16 (U -1 2)_L1 HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 17 (U -12)_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 18 (U -12)_L3 HSS3x3x4 24.167 Floor Floor Floor I Floor Floor Lateral 19 (U -11)_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 20 (U-11)_-2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 21 (U-1 1)_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 22 (U -1 0)_L1 HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 23 (U-10)_-2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 24 (U -10)_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 25 M73 HSS3x3x4 16.8 Lateral 26 M74 HSS3x3x4 17.02 Lateral 27 M75 HSS2.5x2.5..14.621 Lateral 28 M76 HSS2.5x2.5..14.873 Lateral 29 M77 HSS3x3x4 14.873 Lateral 30 M78 HSS3x3x4 14.621 Lateral 31 M79 HSS3.5x3.5..14.873 Lateral 32 M80 HSS3.5x3.5..14..621 Lateral 33 M81 HSS3x3x4 16,8 Lateral 34 M82 HSS3x3x4 16.8 Lateral 35 M83 HSS2.5x2.5..14.621 Lateral 36 M84 HSS2.5x2.5..14.621 Lateral 37 M85 HSS3x3x4 14.621 Lateral 38 M86 HSS3x3x4 14.621 Lateral 39 M87 Hss3.5x3.5... 14.621 Lateral 40 M88 HSS3.5x3.5..14.621 Lateral 41 M89 HSS3x3x4 16.8 Lateral 42 M90 HSS3x3x4 16.8 Lateral 43 M91 HSS3x3x4 14.621 Lateral 44 M92 HSS3x3x4 14.621 Lateral 45 M93 HSS3.5x3.5..14.621 Lateral 46 M94 HSS4x4x4 14.621 Lateral 47 M95 HSS4x4x4 14.621 Lateral 48 M96 HSS4x4x4 14.621 Lateral 49 F5 M229 W8x10 10 Floor Lateral 50 F5 M296 W8x10 10 Floor Lateral 51 F5 M297 W8x10 10 Floor Lateral 52 F5 M315 W8x10 10.365 Floor Lateral 53 F5 M360 W8x10 10 Floor Lateral 54 F5 M361 W8x10 10 Floor Lateral 55 F4 M229 W8x10 10 Floor Lateral 56 F4 M296 W8x10 10 Floor Lateral 57 F4 M297 W8x10 10 Floor Lateral 58 F4 M315 W8x10 10.365 Floor Lateral 59 F4 M360 W8x10 10 Floor Lateral 60 F4 M361 W8x10 1 10 1 1 1 Floor I I I I 1 1 Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 2 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) I -be! Shane I ennthfftl I hvvfftl Lhzzfftl Lcomo tonfftl LComD botfftl L-torau... Kw Kzz Cb Function 61 F3 M229 W8x10 10 Floor Lateral 62 F3 M296 W8x10 10 Floor Lateral 63 F3 M297 W8x10 10 Floor Lateral 64 F3 M315 W8x10 10.365 Floor Lateral 65 F3 M360 W8x10 10 Floor Lateral 66 F3 M361 W8x10 10 Floor Lateral 67 F2 M229 W8x10 10 Floor I Lateral 68 F2 M296 W8x10 10 Floor Lateral 69 F2 M297 W8x10 10 Floor Lateral 70 F2 M315 W8x10 10.365 Floor Lateral 71 F2 M360 W8x10 10 Floor Lateral 72 F2 M361 W8x10 10 Floor Lateral 73 F5 M230 W8x10 10 Floor Lateral 74 F5 M231 W8x10 10 Floor Lateral 75 F5 M232 W8x10 10 Floor Lateral 76 F5 M228 W16x31 30 Floor Lateral 77 F5 M241 W16x26 30 Floor Lateral 78 F5 M242 W8x10 10 Floor Lateral 79 F5 M255 W8x10 10 Floor Lateral 80 F5 M267 W8x10 10 Floor Lateral 81 F5 M272 W16x26 30 Floor Lateral 82 F5 M273 W16x31 30 Floor Lateral 83 F5 M274 W8x10 10 Floor Lateral 84 F5 M275 W8x10 10 Floor Lateral 85 F5 M276 W8x10 10 Floor Lateral 86 F5 M277 W8x10 4.349 Floor Lateral 87 F5 M294 W8x10 10 Floor Lateral 88 F5 M295 W8x10 10 Floor Lateral 89 F5 M300 W8x10 4.052 Floor Lateral 90 F5 M301 W8x10 10.365 Floor Lateral 91 F5 M318 W8x10 10 Floor Lateral 92 F5 M319 W8x10 9.992 Floor Lateral 93 F5 M320 W8x10 4.583 Floor Lateral 94 F5 M322 W8x10 10 Floor Lateral 95 F5 M323 W8x10 10 Floor Lateral 96 F5 M327 W8x10 10 Floor Lateral 97 F5 M329 W8x10 10 Floor Lateral 98 F5 M331 W8x10 10 Floor Lateral 99 F5 M332 W8x10 10 Floor Lateral 100 F5 M333 W8x10 10 Floor Lateral 101 F5 M346 W8x10 10 Floor Lateral 102 F5 M347 W8x10 10 Floor Lateral 103 F5 M348 W8x10 10 Floor Lateral 104 F5 M358 W8x10 10 Floor Lateral 105 F5 M359 W8x10 10 Floor Lateral 106 F5 M365 W8x10 10 Floor Lateral 107 F5 M366 W8x10 4.542 Floor I I Lateral RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-AII Wheat Ridge - Take 4.rfl] Page 3 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shape Length[ftl Lbvvrftl Lbzzfftl Lcomp topfft] Lcomp botrft] L-torqu... Kvv Kzz Cb Function 108 IF5 M341 W8x10 10 Floor Lateral 109 F5 M367 W8x10 9.999 Floor Lateral 110 F5 M307 W8x10 10 Floor Lateral 111 F5 M310 W8x10 10 Floor Lateral 112 F5 M352 W8x10 10 Floor Lateral 113 F5 M357 W8x10 10 Floor Lateral 114 F5 M362 W8x10 10 Floor Lateral 115 F5 M354 W8x10 10.365 Floor Lateral 116 F5 M355 W8x10 10 Floor Lateral 117 F5 M349 W8x10 10.365 Floor Lateral 118 F5 M350 W8x10 10 Floor Lateral 119 F4 M230 W8x10 10 Floor Lateral 120 F4 M231 W8x10 10 Floor Lateral 121 F4 M232 W8x10 10 Floor Lateral 122 F4 M228 W21x44 30 Floor Lateral 123 F4 M241 W21x44 30 Floor Lateral 124 F4 M242 W8x10 10 Floor Lateral 125 F4 M255 W8x10 10 Floor Lateral 126 F4 M267 W8x10 10 Floor Lateral 127 F4 M272 W21x44 30 Floor Lateral 128 F4 M273 W21x44 30 Floor Lateral 129 F4 M274 W8x10 10 Floor Lateral 130 F4 M275 W8x10 10 Floor Lateral 131 F4 M276 W8x10 10 Floor Lateral 132 F4 M277 W8x10 4.349 Floor Lateral 133 F4 M294 W8x10 10 Floor Lateral 134 F4 M295 W8x10 10 Floor Lateral 135 F4 M300 W8x10 4.052 Floor Lateral 136 F4 M301 W8x10 10.365 Floor Lateral 137 F4 M305 W10x12 10.365 Floor Lateral 138 F4 M311 W10x12 10.365 Floor Lateral 139 F4 M318 W8x10 10 Floor Lateral 140 F4 M319 W8x10 9.992 Floor Lateral 141 F4 M320 W8x10 4.583 Floor Lateral 142 F4 M322 W8x10 10 Floor Lateral 143 F4 M323 W8x10 10 Floor Lateral 144 F4 M327 W8x10 10 Floor Lateral 145 F4 M329 W8x10 10 Floor Lateral 146 F4 M331 W8x10 10 Floor Lateral 147 F4 M332 W8x10 10 Floor Lateral 148 F4 M333 W8x10 10 Floor Lateral 149 F4 M346 W8x10 10 Floor Lateral 150 F4 M347 W8x10 10 Floor Lateral 151 F4 M348 W8x10 10 Floor Lateral 152 F4 M349 W8x10 10 Floor Lateral 153 F4 M358 W8x10 10 Floor Lateral 154 F4 M3591 W8x10 10 Floor Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 4 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) I abe! Shane Lennthfftl Lbvvfftl Lbzzfftl Lc OMD toofftl LcOMD botfftl L-torau... Kw Kzz Cb Function 1551F4 M292 W8x10 4.542 Floor Lateral 156 F4 M367 W8x10 10 Floor Lateral 157 F4 M340 W8x10 10 Floor Lateral 158 F4 M341 W8x10 9.999 Floor Lateral 159 F4 M291 W8x10 10 Floor Lateral 160 F4 M299 W8x10 10 Floor Lateral 161 F4 M306 W8x10 10 Floor Lateral 162 F4 M308 W8x10 10 Floor Lateral 163 F4 M309 W8x10 10 Floor Lateral 164 F4 M350 W8x10 10 Floor Lateral 165 F3 M230 W8x10 10 Floor Lateral 166 F3 M231 W8x10 10 Floor Lateral 1671F3 M232 W8x10 10 Floor Lateral 1681F3 M228 W21x44 30 Floor Lateral 1691F3 M241 W21x44 30 Floor Lateral 170 F3 M242 W8x10 10 Floor Lateral 171 F3 M255 W8x10 10 Floor Lateral 172 F3 M267 W8x10 10 Floor Lateral 173 F3 M272 W21x44 30 Floor Lateral 174 F3 M273 W21x44 30 Floor Lateral 175 F3 M274 W8x10 10 Floor Lateral 176 F3 M275 W8x10 10 Floor Lateral 177 F3 M276 W8x10 10 Floor Lateral 178 F3 M277 W8x10 4.349 Floor Lateral 179 F3 M294 W8x10 10 Floor Lateral 180 F3 M295 W8x10 10 Floor Lateral 181 F3 M300 W8x10 4.052 Floor Lateral 182 F3 M301 W8x10 10.365 Floor Lateral 183 F3 M305 W10x12 10.365 Floor Lateral 184 F3 M318 W8x10 10 Floor Lateral 185 F3 M319 W8x10 9.992 Floor Lateral 186 F3 M320 W8x10 4.583 Floor Lateral 187 F3 M322 W8x10 10 Floor Lateral 188 F3 M323 W8x10 10 Floor Lateral 189 F3 M327 W8x10 10 Floor Lateral 190 F3 M329 W8x10 10 Floor Lateral 191 F3 M331 W8x10 10 Floor Lateral 1921F3 M332 W8x10 1 10 Floor Lateral 193 F3 M333 W8x10 10 Floor Lateral 194 F3 M346 W8x10 10 Floor Lateral 195 F3 M347 W8x10 10 Floor Lateral 196 F3 M348 MAO 10 Floor Lateral 197 F3 M349 W8x10 10 Floor Lateral 198 F3 M358 W8x10 10 Floor Lateral 199 F3 M359 W8x10 10 Floor Lateral 200 F3 M292 W8x10 4.542 Floor Lateral 201 IF3M3661 W8x10 1 10 1 1 1 Floor I I 1 1 Lateral RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor AI► Wheat Ridge - Take 4.rfl] Page 5 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shaoe Lenathrftl Lbwl l Lbzzrftl Lcomq toorftl Lcomp batrftl L-torau... Kvv Kzz Cb Function 202 IF3 M341 W8x10 10 Floor Lateral 203 F3 M342 W8x10 9.999 Floor Lateral 204 F3 M306 W8x10 10 Floor Lateral 205 F3 M307 W8x10 10 Floor Lateral 206 F3 M308 W8x10 10 Floor Lateral 207 F3 M309 W8x10 10 Floor Lateral 208 F3 M353 W10x12 10.365 Floor Lateral 209 F3 M354 W8x10 10 Floor Lateral 210 F3 M357 W8x10 10 Floor Lateral 211 IF2 M230 W8x10 10 Floor Lateral 212 F2 M231 W8x10 10 Floor Lateral 213 F2 M232 W8x10 10 Floor Lateral 214 F2 M228 W21x50 30 Floor Lateral 215 F2 M241 W24x117 30 Floor Lateral 216 F2 M242 W8x10 10 Floor Lateral 217 F2 M255 W8x10 10 Floor Lateral 218 F2 M267 W8x10 10 Floor Lateral 219 F2 M272 W21x44 30 Floor Lateral 220 F2 M273 W21x44 30 Floor Lateral 221 F2 M274 W8x10 10 Floor Lateral 222 F2 M275 W8x10 10 Floor Lateral 223 F2 M276 W8x10 10 Floor Lateral 224 F2 M277 W8x10 4.349 Floor Lateral 225 F2 M294 W8x10 10 Floor Lateral 226 F2 M295 W8x10 10 Floor Lateral 227 F2 M300 W8x10 4.052 Floor Lateral 228 F2 M301 W8x10 10.365 Floor Lateral 229 F2 M305 W10x12 10.365 Floor Lateral 230 F2 M311 W10x12 10.365 Floor Lateral 231 F2 M318 W8x10 10 Floor Lateral 232 F2 M319 W8x10 9.992 Floor Lateral 233 F2 M320 W8x10 4.583 Floor Lateral 234 F2 M322 W8x10 10 Floor Lateral 235 F2 M323 W8x10 10 Floor Lateral 236 F2 M327 W8x10 10 Floor Lateral 237 F2 M329 W8x10 10 Floor Lateral 238 F2 M331 W8x10 10 Floor Lateral 239 F2 M332 W8x10 10 Floor Lateral 240 F2 M333 W8x10 10 Floor Lateral 241 F2 M346 W8x10 10 Floor Lateral 242 F2 M347 W8x10 10 Floor Lateral 243 F2 M348 W8x10 10 Floor Lateral 244 F2 M349 W8x10 10 Floor Lateral 245 F2 M358 W8x10 10 Floor Lateral 246 F2 M359 W8x10 10 Floor Lateral 247 F2 M341 W8x10 10 Floor Lateral 248 F2 M363 W8x10 9.999 Floor Lateral RISA -31D Version 14.0.1 (HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 6 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 r-_ Hot Rolled Steel Design Parameters (Continued) Label Shape Lenqth[ftl Lb ft Lbzz ft LcornD topfftl Lcom bot ft L -tor u... Kvv Kzz Cb Function 2491F2 M298 W8x10 4.542 Floor Lateral 250 F2 M366 W8x10 10 Floor Lateral 251 F2 M308 W8x10 10 Floor Lateral 252 F2 M352 W8x10 10 Floor Lateral 253 F2 M354 W8x10 10 Floor Lateral 254 F2 M355 W8x10 10 Floor Lateral 255 F2 M356 W8x10 10 Floor Lateral 256 F2 M364 W8x10 10 Floor Lateral 257 R-2 L1 HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 258 R-2 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 259 R-2 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 260 (r-12)_Li HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 261 (T -12)_L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 262 (T -12)_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 263 (T -12)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 264 (N -14)_L1 HSS4x4x5 21.25 Floor Floor Floor Floor Floor Lateral 265 (N -14)_L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 266 (N -14)_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 267 (N -14)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 268 (H-14)—Ll HSS4x4x5 21.25 Floor Floor Floor Floor Floor Lateral 269 (H -14)_L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 270 (H -14)_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 271 (H -14)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 272 (D -10)_L1 HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 273 (D -1 0)_L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 274 (D-1O)—L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 275 (D -10)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 276 D-2 L1 HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 277 D-2 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 278 D-2 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 279 D-2 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 280 (N-2)—Ll HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 281 N-2 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 282 N-2 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 283 N-2 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 284 (T-9)—Ll HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 285 T-9 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 286 T-9 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 287 T-9 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 288 (R -14)_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 289 (R -14)_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 290 (R -14)—L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Later 291 (R -14)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 292 1 (D-1 2)—L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 293 (D-1 2)_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 294 (D -12)_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 295 (D -12)_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 7 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shape Lenqthfftl Lbvvrftl Lbzzrftl Lcomp toprftl Lcomp bot[ft] L-torau... Kvv Kzz Cb Function 296 1 (D-11) C1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 297 (D-1 1)—L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 298 (D-1 1)—L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 299 (D-1 1)—L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 300 U-1 L1 HSS8x8x4 21.333 Floor Floor Floor Floor Floorl Lateral 301 U-1 L3 HSS4x4x4 24.167 Floor Floor Floor Floor Floorl Lateral 302 (U-4)—Ll HSS4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 303 U-4 L2 HSS4x4x4 ,083 Floor Floor Floor Floor Floor Lateral 304 U -4 L3 HSS3x3x4 10.667 Floor Floor Floor Floor I Floor Lateral 305 U-4 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 306 R-1 L1 HSS5x5x8 21.25 Floor Floor Floor Floor Floor Lateral 307 R-1 L2 HSS4.5x4.5.. .083 Floor Floor Floor Floor Floor Lateral 308 R-1 L3 HSS3.5x3.5... 24.167 Floor Floor Floor Floor Floor Lateral 309 (N-1)—Ll HSS3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 310 N-1 L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 311 (N-1)-1-3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 312 N-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 313 (M-1)—Ll HSS3.5x3.5.- 21.25 Floor Floor Floor Floor Floor Lateral 314 (M -1)—L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 315 M-1 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 316 (M -1)—L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 317 L-1 L1 HSS3.5x3.5.. 21.25'5 Floor Floor Floor Floor Floor Lateral 318 (L-1)-1-2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 319 L-1 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 320 L-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 321 K-1 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 322 (K -l) ---L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 323 K-1 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 324 K-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 325 J-1 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 326 J-1 L2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 327 J-1 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 328 J-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 329 (1-1)—Ll HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 330 1-1 L2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 331 (1-1)-1-3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 332 1-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 333 D-1 L1 HSS4.5x4.5.. 21.25 Floor Floor Floor Floor Floor Lateral 334 D-1 L2 HSS4x4x4 ,083 Floor Floor Floor Floor Floor Lateral 335 D-1 L3 HSS3.5x3.5.- 10.667 Floor Floor Floor Floor Floor Lateral 336 D-1 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 337 A-1 L1 HSS5x5x5 21.25 Floor Floor Floor Floor Floor Lateral 338 A-1 L2 HSS5x5x4 ,083 Floor Floor Floor Floor Floor Lateral 339 (A-1)-1-3 HSS4x4x4 10.667 Floor Floor Floor Floor Floor Lateral 340 A-1 1-4 HSS3.5x3.5.. 13.5 Floor Floor Floor Floor Floor Lateral 341 A -4 L1 Hss4.5x4.5.. 21.25 Floor Floor Floor Floor Floor Lateral 342 A-4 L21 HSS4x4x4 1 _083 1 Floor I Floor I Floor 1 Floor 1 Floor Lateral RISA -31D Version 14.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 8 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) a be! RhnnP I Pnnthrftl Lhwrftl Lhzzfftl Lcomo toorftl LcomD botfftl L-torau... Kw Kzz Cb Function 343 A-4 L3 HSs3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 344 A -4 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 345 B-4 L1 HSs4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 346 B-4 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 347 (B -4)—L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 348 (B -4)—L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 349 (5)238_L1 Hss3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 350 (5)238_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 351 (5)238_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 352 (5)238_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 353 (6)239_L1 HSs3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 354 (6)239L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 355 (6)239_L3 HSS3x3x4 10.6671 Floor Floor Floor Floor Floor Lateral 356 (6)239_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 357 (7)241_L1 HSS3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 358 (7)241_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 359 (7)241_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 360 (7)241 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 361 (A)242_L1 HSS3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 362 (A)242 L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 363 (A)242 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 364 (A)242 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 365 (C)243_L1 HSS3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 366 (C)243L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 367 (C)243_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 368 (C)243_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 369 (G)247 L1 HSS3.5x3.5.., 21.25'5 Floor Floor Floor Floor Floor Lateral 370 (G)24712 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 371 (G)247 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 372 (G)247 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 373 (H)248_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 374 (H)248_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 375 (H)248_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 376 (H)248_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 377 (N)255_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 378 (N)255_L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 379 (N)255_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 380 (N)255_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 381 (0)256 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 382 (0)256L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 383 (0)256L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 384 (0)256L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 385 (P)257 L1 HSS3.5x3.5.. 21.255 Floor Floor Floor Floor Floor Lateral 386 (P)257 L2 HSS3x3x4 .083 Floor Floor Floor Floor I Floor Lateral 387 (P)257 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 388 (P)257 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 389 (Q)258 L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA ModekStor-All Wheat Ridge - Take 4.rfl] Page 9 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shaoe Lenathrftl Lbvvtftl Lbzzrftl Lcomo toorftl Lcomo botrftl L-torau... Kvv Kzz Cb Function 390 (Q)259 L2 HSS3x3x4 _083 Floor Floor Floor Floor Floor Lateral 391 (Q)258_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 392 (Q)258 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 393 (R)259_L1 HSS3.5x3.5.. 21.25 Floor Floor Floor Floor Floor Lateral 394 (R)259_L2 HSS3x3x4 ,083 Floor Floor Floor Floor Floor Lateral 395 (R)259_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 396 (R)259 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 397 U-9 L1 HSS3x3x4 21.25 Floor Floor Floor Floor Floor Lateral 398 U-9 L2 HSS3x3x4 .083 Floor Floor Floor Floor Floor Lateral 399 U-9 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 400 U-9 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 401 (4)273_L1 HSS3x3x4 21.216 Floor Floor Floor Floor Floor Lateral 402 (4)273_L2 HSS3x3x4 .117 Floor Floor Floor Floor Floor Lateral 403 (4)273_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 404 (4)273_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 405 (1)269_L1 HSS3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 406 (1)269L2 HSS3x3x4 10.666 Floor Floor Floor Floor Floor Lateral 407 (1)269_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 408 (1)269L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 409 (J)270_L1 HSS3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 410 (J)270_L2 HSS3x3x4 10.666 Floor Floor Floor Floor Floor Lateral 411 (J)270_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 412 (J)270_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 413 (K)271_L1 HSS3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 414 (K)271_L2 HSS3x3x4 10.666 Floor Floor Floor Floor Floor Lateral 415 (K)271_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 416 (K)271_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 417 (L)272_L1 HSS3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 418 (L)272_L2 HSS3x3x4 10.666 Floor Floor Floor Floor Floor Lateral 419 (L)272_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 420 (L)272_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 421 (M)273_L1 HSS3.5x3.5..10.667 Floor Floor Floor Floor Floor Lateral 422 (M)273_L2 HSS3x3x4 10.666 Floor Floor Floor Floor Floor Lateral 423 (M)273_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 424 (M)273_L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 425 M534 HSS3.5x3.5..14.621 Lateral 426 M535 HSS3.5x3.5..14.621 Lateral 427 M536 HSS3x3x4 14.621 Lateral 428 M537 HSS3x3x4 14.621 Lateral 429 M538 HSS2.5x2.5..14.621 Lateral 430 M539 HSS2.5x2.5..14.621 Lateral 431 M540 HSS3x3x4 16.8 Lateral 432 M541 HSS3x3x4 16.8 Lateral 433 M542 HSS3.5x3.5..14.621 Lateral 434 M543 HSS3.5x3.5..14.621 Lateral 435 M544 HSS2.5x2.5... 14.621 Lateral 436 M545 HSS3x3x4 14.621 Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 10 Galloway Stor-All Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) I abe! Shang I ennthrftl I hvv(ftl Lhzzrftl Lcom toorftl Lcomo botrftl L-torau... Kw Kzz Cb Function 4371 M546 HSs2.5x2.5..14.621 Lateral 4381 M547 HSS2.5x2.5..14.621 Lateral 439 M548 HSS3x3x4 16.8 Lateral 440 M549 HSS3x3x4 16.8 Lateral 441 F5 M287 W8x10 10 Floor Lateral 442 F5 M288 MAO 10 Floor Lateral 443 F5 M32455.. W8x10 10 Floor Lateral 444 F5M32555.. MAO 10 Floor Lateral 445 F5 -M32655.. W8x10 10 Floor Lateral 446 F5- M33455.. MAO 10 Floor Lateral 447 F5— M33555.. MAO 10 Floor Lateral 448 F5 M33655•• W8x10 10 Floor Lateral 449 F5 M378 MAO 10 Floor Lateral 450 F5 M379 W8x10 10 Floor Lateral 451 F5 M387 W8x10 13.426 Floor Lateral 452 F5 M388 W8x10 15.875 Floor Lateral 453 F4 M289 MAO 10 Floor Lateral 454 F4 -M32456.. MAO 10 Floor Lateral 455 F4 -M32556.. W8x10 10 Floor Lateral 456 F4 M32656.. W8x10 10 Floor Lateral 457 F4- M33456.. W8x10 10 Floor Lateral 458 F4 M33556.. W8x10 10 Floor Lateral 459 F4 -M33656.. W8x10 10 Floor Lateral 460 F4 M362 W8x10 10 Floor Lateral 461 F4 M368 W8x10 10 Floor Lateral 462 F4 M369 MAO 10 Floor Lateral 463 F4_M32857.. MAO 10.0781 Floor Lateral 464 F4 M377 MAO 9.9221 Floor Lateral 465 F4 M378 W8x10 9.301 Floor Lateral 466 F3 M287 MAO 10 Floor Lateral 467 F3 M288 W8x10 10 Floor Lateral 468 F3 M289 W8x10 10 Floor Lateral 469 F3 M291 MAO 10 Floor Lateral 470 F3 M299 MAO 10 Floor Lateral 471 F3_M32458.. MAO 10 Floor Lateral 472 F3_M32558.. MAO 10 Floor Lateral 473 F3 M32658.. W8x10 10 Floor Lateral 474 F3 M33458.. MAO 10 Floor Lateral 475 F3—M33558.. MAO 10 1 Floor Lateral 476 F3 M373 W10x15 13.426 Floor Lateral 477 F3 M374 W14x22 15.875 Floor Lateral 478 F2 M283 MAO 10 Floor Lateral 479 F2 M284 W8x10 10 Floor Lateral 480 F2 M285 W8x10 10 Floor Lateral 481 F2 M287 MAO 10 Floor Lateral 482 F2 M288 MAO 10 Floor Lateral 4831F2 M2891 W8x10 1 10 1 1 1 Floor I Lateral RISA -31D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 11 Galloway Stor-AII Wheat Ridge, CO : Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathrftl Lbvvrftl Lbzzrftl Lcomp toofftl Lcomp botrftl L-torou... Kvv Kzz Cb Function 4841F2 M290 W8x10 10 Floor Lateral 4851F2 M291 W8x10 10 Floor Lateral 486 F2_M32459.. W8x10 10 Floor Lateral 487 F2_M32559.. W8x10 10 Floor Lateral 488F2 M375 W8x10 13.426 Floor Lateral 489 F2 M376 W10x12 15.875 Floor Lateral 490 H-2 L1 HSs4x4x4 21.25 Floor Floor Floor Floor Floor Lateral 491 H-2 L2 HSS3.5x3.5.. .083 Floor Floor Floor Floor Floor Lateral 492 H-2 L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 493 (0)264 L1 HSS3.5x3.5..21.233 Floor Floor Floor Floor Floor Lateral 494 (0)264 L2 HSS3x3x4 .1 Floor Floor Floor Floor Floor Lateral 495 (0)264_L3 HSS3x3x4 10.667 Floor Floor Floor Floor Floor Lateral 496 (0)264 L4 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 497 (P)265 L1 HSS3x3x4 20.933 Floor Floor Floor Floor Floor Lateral 498 (P)265 L2 HSS3x3x4 .4 Floor Floor Floor Floor Floor Lateral 499 (P)265_L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 500 (0)266_1-1 HSs3.5x3.5..21.233 Floor Floor Floor Floor Floor Lateral 501 (0)266_L2 HSS3x3x4 .1 Floor Floor Floor Floor Floor Lateral 502 (0)266L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 503 (H-1)—Ll HSS3x3x4 21.183 Floor Floor Floor Floor Floor Lateral 504 H-1 L2 HSS3x3x4 .15 Floor Floor Floor Floor Floor Lateral 505 H-1 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 506 (G)2681-1 HSS3.5x3.5.. 21.1 Floor Floor Floor Floor Floor Lateral 507 (G)2661-2 HSS3x3x4 233 Floor Floor Floor Floor Floor Lateral 508 (G)266 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 509 (F)269_L1 HSS3x3x4 21.183 Floor Floor Floor Floor Floor Lateral 510 (F)269 L2 HSS3x3x4 .15 Floor Floor Floor Floor Floor Lateral 511 (F)269 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 512 (E)270 L1 HSS3.5x3.5... 21.233 Floor Floor Floor Floor Floor Lateral 513 (E)270_1-2 HSS3x3x4 .1 Floor Floor Floor Floor Floor Lateral 514 (E)270 L3 HSS3x3x4 24.167 Floor Floor Floor Floor Floor Lateral 515 CS270 L1 HSS3x3x4 21.333 Floor Floor Floor Floor Floor Lateral 516 Cs2701-2 HSS3x3x4 13.5 Floor Floor Floor Floor Floor Lateral 517 CS281_Ll HSS2.25x2.... 10.667 Floor Floor Floor Floor Floor Lateral 518 (6)282_1-1 HSS2x2x4 10.667 Floor Floor Floor Floor Floor Lateral 519 M520 HSS3.5x3.5... 14.621 Lateral 520 M521 HSS3.5x3.5... 14.621 Lateral 521 M522 HSS3x3x4 14.621 Lateral 522 M523 HSS3x3x4 14.621 Lateral 523 M524 HSS2.5x2.5..14.621 Lateral 524 M525 HSS2.5x2.5..14.621 Lateral 525 M526 HSS3x3x4 16.8 Lateral 526 M527 HSS3x3x4 16.8 Lateral 527 M527A HSS3.5x3.5... 14.621 Lateral 528 M528 HSS3.5x3.5... 14.621 Lateral 529 M529 HSS3x3x4 14.621 Lateral 530 M530 HSS3x3x4 14.621 1 Lateral RISA -3131 Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 12 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Hot Rolled Steel Design Parameters (Continued) I . k -I CI,,-- 1 e., +kr4i I h,.,dfFl I k-rm I -- 4nnrf+l 1 rmmn hmmi I _4nrnn Kvv 1<77 r'.h Fu nrt inn 531 M531 HSS3x3x4 16.8 Lateral 532 M532 HSS3x3x4 16.8 Lateral 533 M533 HSS2.5x2.5..14.621 F5 Lateral 534 M534A HSS2.5x2.5... 14.621 Lateral 535 H-2 L4 HSS3x3x4 13.5 1 Floor I Floor Floor Floor Floor Lateral Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Inin4 I �hol I n M nirortinn Mnnnitiiriar(k k-ftl (in rpd) (k*c^9/f 1 F5 N7 L Y -.436 2 F5 N46 L Y -.348 3 F5 N46 L Y -.436 4 F5 N53 L Y -.436 5 F5 N64 L Y -.436 6 F5 N96 L Y -.436 7 F5 N119 L Y -.436 8 F5 N145 L Y -.436 9 F5 N199 L Y -.436 10 F5 N267 L Y -.436 11 F5 N267 L Y -.348 12 F5 N275 L Y -.321 13 F5 N306 L Y -.436 14 F5 N307 L Y -.436 15 F5 N308 L Y -.436 16 F5 N309 L Y -.436 17 F5 N310 L Y -.436 18 F5 N373 L Y -.348 19 F5 N373 L Y -.436 20 F5 N380 L Y -.19 21 F5 N382 L Y -.452 22 F5 N383 L Y -.452 23 F5 N384 L Y -.452 24 F5 N385 L Y -.039 25 F5 N392 L Y -.031 26 F5 N393 L Y -.452 27 F5 N394 L Y -.452 28 F5 N395 L Y -.452 29 F5 N495 L Y -.41 30 F5 N496 L Y -.41 31 F5 N497 L Y -.41 32 F5 N498 L Y -.41 33 F5 N499 L Y -.41 34 F5 N620 L Y -.237 35 F5 N621 L Y -.237 36 F5 N622 L Y -.237 37 F5 N623 L Y -.237 38 F5 N624 L Y -.237 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 13 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) loint Lahel LD M Direction Maanitudeflk k-ftl (in rad) (k*s^9/f 39 F5 N625 L Y -.237 40 F4 N7 L Y -3.265 41 F4 N46 L Y -3.265 42 F4 N46 L Y -2.533 43 F4 N53 L Y -3.265 44 F4 N64 L Y -3.265 45 F4 N96 L Y -3.265 46 F4 N1 19 L Y -3.265 47 F4 N145 L Y -3.265 48 F4 N199 L Y -3.265 49 F4 N267 L Y -2.535 50 F4 N267 L Y -3.265 51 F4 N275 L Y -2.309 52 F4 N306 L Y -3.265 53 F4 N307 L Y -3.265 54 F4 N308 L Y -3.265 55 F4 N309 L Y -3.265 56 F4 N310 L Y -3.265 57 F4 N373 L Y -2.529 58 F4 N373 L Y -3.265 59 F4 N380 L Y -1.425 60 F4 N382 L Y -3.395 61 F4 N383 L Y -3.395 62 F4 N384 L Y -3.395 63 F4 N385 L Y -.117 64 F4 N392 L Y -.094 65 F4 N393 L Y -3.395 66 F4 N394 L Y -3.395 67 F4 N395 L Y -3.395 68 F4 N463 L Y -3.071 69 F4 N464 L Y -3.071 70 F4 N465 L Y -3.071 71 F4 N466 L Y -3.071 72 F4 N467 L Y -3.071 73 F4 N473 L Y -1.772 74 F4 N474 L Y -1.772 75 F4 N475 L Y -1.772 76 F4 N476 L Y -1.772 77 F4 N477 L Y -1.772 78 F4 N478 L Y -1.772 79 F3 N7 L Y -3.265 80 F3 N46 L Y -3.265 81 F3 N46 L Y -2.533 82 F3 N53 L Y -3.265 83 F3 N64 L Y -3.265 84 F3 N96 L Y -3.265 85 F3 N119 L Y -3.265 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 14 Galloway Stor-AII W heat Ridge, CO : Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) Inint I ahpI L_D_M Direction Maanitudel` k.k-ft). (in.rad). (k`s^2/f 86 F3 N145 L Y -3.265 87 F3 N199 L Y -3.265 88 F3 N267 L Y -2.535 89 F3 N267 L Y -3.265 90 F3 N275 L Y -2.309 91 F3 N306 L Y -3.265 92 F3 N307 L Y -3.265 93 F3 N308 L Y -3.265 94 F3 N309 L Y -3.265 95 F3 N310 L Y -3.265 96 F3 N373 L Y -2.529 97 F3 N373 L Y -3.265 98 F3 N380 L Y -1.425 99 F3 N382 L Y -3.395 100 F3 N383 L Y -3.395 101 F3 N384 L Y -3.395 102 F3 N385 L Y -.117 103 F3 N392 L Y -.094 104 F3 N393 L Y -3.395 105 F3 N394 L Y -3.395 106 F3 N395 L Y -3.395 107 F3 N463 L Y -3.071 108 F3 N464 L Y -3.071 109 F3 N465 L Y -3.071 110 F3 N466 L Y -3.071 111 F3 N467 L Y -3.071 112 F3 N473 L Y -1.772 113 F3 N474 L Y -1.772 114 F3 N475 L Y -1.772 115 F3 N476 L Y -1.772 116 F3 N477 L Y -1.772 117 F3 N478 L Y -1.772 118 F2 N7 L Y -3.265 119 F2 N46 L Y -3.265 120 F2 N46 L Y -2.526 121 F2 N53 L Y -3.265 122 F2 N64 L Y -3.265 123 F2 N96 L Y -3.265 124 F2 N1 19 L Y -3.265 125 F2 N145 L Y -3.265 126 F2 N199 L Y -3.265 127 F2 N267 L Y -2.535 128 F2 N267 L Y -3.265 129 F2 N275 L Y -2.309 130 F2 N306 L Y -3.265 131 F2 N307 L Y -3.265 11321 F2 N308 L Y -3.265 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 15 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 1 : Dead Load) (Continued) loint Label L,D.M Direction Maanitudef(k.k-ft). (in.rad). (k*SA 2/f 133 F2 N309 L Y -3.265 134 F2 N310 L Y -3.265 135 F2 N373 L Y -2.529 136 F2 N373 L Y -3.265 137 F2 N380 L Y -1.425 138 F2 N382 L Y -3.395 139 F2 N383 L Y -3.395 140 F2 N384 L Y -3.395 141 F2 N385 L Y -.117 142 F2 N392 L Y -.094 143 F2 N393 L Y -3.395 144 F2 N394 L Y -3.395 145 F2 N395 L Y -3.395 146 F2 N442 L Y -3.071 147 F2 N444 L Y -3.071 148 F2 N445 L Y -3.071 149 F2 N446 L Y -3.071 150 F2 N463 L Y -3.071 151 F2 N473 L Y -1.772 152 F2 N474 L Y -1.772 153 F2 N475 L Y -1.772 154 F2 N476 L Y -1.772 155 F2 N477 L Y -1.772 156 F2 N478 L Y -1.772 Joint Loads and Enforced Displacements (BLC 3: Live Load Special (public assemb) Joint Label L,D,M Direction Magnituder(k,k-ft), (in,rad), (k's^2/f. 1 F4 N7 L Y -6.25 2 F4 N46 L Y -6.25 3 F4 N46 L Y -4.827 4 F4 N53 L Y -6.25 5 F4 N64 L Y -6.25 6 F4 N96 L Y -6.25 7 F4 N119 L Y -6.25 8 F4 N145 L Y -6.25 9 F4 N199 L Y -6.25 10 F4 N267 L Y -4.831 11 F4 N267 L Y -6.25 12 F4 N275 L Y -4.391 13 F4 N306 L Y -6.25 14 F4 N307 L Y -6.25 15 F4 N308 L Y -6.25 16 F4 N309 L Y -6.25 17 F4 N310 L Y -6.25 18 F4 N373 L Y -4.818 19 F4 N373 L Y -6.25 20 F4 N380 L Y -2.728 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 16 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 3: Live Load Special (public assemb) (Continued) Inint I ahel LLD.M Direction Maanitudef(k.k-ft). (in.rad). (k's^2/f 21 F4 N382 L Y -6.478 22 F4 N383 L Y -6.478 23 F4 N384 L Y -6.478 24 F4 N385 L Y -.172 25 F4 N392 L Y -.139 26 F4 N393 L Y -6.478 27 F4 N394 L Y -6.478 28 F4 N395 L Y -6.478 29 F4 N463 L Y -5.879 30 F4 N464 L Y -5.879 31 F4 N465 L Y -5.879 32 F4 N466 L Y -5.879 33 F4 N467 L Y -5.879 34 F4 N473 L Y -3.392 35 F4 N474 L Y -3.392 36 F4 N475 L Y -3.392 37 F4 N476 L Y -3.392 38 F4 N477 L Y -3.392 39 F4 N478 L Y -3.392 40 F3 N7 L Y -6.25 41 F3 N46 L Y -6.25 42 F3 N46 L Y -4.827 43 F3 N53 L Y -6.25 44 F3 N64 L Y -6.25 45 F3 N96 L Y -6.25 46 F3 N1 19 L Y -6.25 47 F3 N145 L Y -6.25 48 F3 N199 L Y -6.25 49 F3 N267 L Y -4.831 50 F3 N267 L Y -6.25 51 F3 N275 L Y -4.391 52 F3 N306 L Y -6.25 53 F3 N307 L Y -6.25 54 F3 N308 L Y -6.25 55 F3 N309 L Y -6.25 56 F3 N310 L Y -6.25 57 F3 N373 L Y -4.818 58 F3 N373 L Y -6.25 59 F3 N380 L Y -2.728 60 F3 N382 L Y -6.478 61 F3 N383 L Y -6.478 62 F3 N384 L Y -6.478 63 F3 N385 L Y -.172 64 F3 N392 L Y -.139 65 F3 N393 L Y -6.478 66 F3 N394 L Y -6.478 67 F3 N395 L Y -6.478 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 17 Galloway Stor-AII W heat Ridge, CO : Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 3: Live Load Special (public assemb) (Continued) Joint Label L D M Direction Ma nitude k k -ft in rad k*SA 2/f 68 F3 N463 L Y -5.879 69 F3 N464 L Y -5.879 70 F3 N465 L Y -5.879 71 F3 N466 L Y -5.879 72 F3 N467 L Y -5.879 73 F3 N473 L Y -3.392 74 F3 N474 L Y -3.392 75 F3 N475 L Y -3.392 76 F3 N476 L Y -3.392 77 F3 N477 L Y -3.392 78 F3 N478 L Y -3.392 79 F2 N7 L Y -6.25 80 F2 N46 L Y -6.25 81 F2 N46 L Y -4.812 82 F2 N53 L Y -6.25 83 F2 N64 L Y -6.25 84 F2 N96 L Y -6.25 85 F2 N1 19 L Y -6.25 86 F2 N145 L Y -6.25 87 F2 N199 L Y -6.25 88 F2 N267 L Y -4.831 89 F2 N267 L Y -6.25 90 F2 N275 L Y -4.391 91 F2 N306 L Y -6.25 92 F2 N307 L Y -6.25 93 F2 N308 L Y -6.25 94 F2 N309 L Y -6.25 95 F2 N310 L Y -6.25 96 F2 N373 L Y -4.818 97 F2 N373 L Y -6.25 98 F2 N380 L Y -2.728 99 F2 N382 L Y -6.478 100 F2 N383 L Y -6.478 101 F2 N384 L Y -6.478 102 F2 N385 L Y -.172 103 F2 N392 L Y -.139 104 F2 N393 L Y -6.478 105 F2 N394 L Y -6.478 106 F2 N395 L Y -6.478 107 F2 N442 L Y -5.879 108 F2 N444 L Y -5.879 109 F2 N445 L Y -5.879 110 F2 N446 L Y -5.879 111 F2 N463 L Y -5.879 112 F2 N473 L Y -3.392 113 F2 N474 L Y -3.392 114 F2 N475 L Y -3.392 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 18 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 3: Live Load Special (public assemb) (Continued) Joint Label L D M Direction Ma nitude k k -ft in rad k"s^2/t.. 115 F2 N476 L Y -3.392 116 F2 N477 L Y -3.392 117 F2 N478 L Y -3.392 Joint Loads and Enforced Displacements (BLC 5: Snow Load) loint Label L D M Direction Ma nitude k k-ftin rad k's^2/f... 1 F5 N7 L Y -1.718 2 F5 N46 L Y -1.614 3 F5 N46 L Y -2.397 4 F5 N53 L Y -1.558 5 F5 N64 L Y -1.557 6 F5 N96 L Y -2.308 7 F5 N119 L Y -1.761 8 F5 N145 L Y -1.807 9 F5 N199 L Y -1.722 10 F5 N267 L Y -2.399 11 F5 N267 L Y -1.662 12 F5 N275 L Y -1.215 13 F5 N306 L Y -3.282 14 F5 N307 L Y -3.282 15 F5 N308 L Y -3.282 16 F5 N309 L Y -3.282 17 F5 N310 L Y -3.282 18 F5 N373 L Y -1.669 19 F5 N373 L Y -2.408 20 F5 N380 L Y -1.179 21 F5 N382 L Y -2.241 22 F5 N383 L Y -2.61 23 F5 N384 L Y -2.629 24 F5 N385 L Y -.082 25 F5 N392 L Y -.066 26 F5 N393 L Y -2.62 27 F5 N394 L Y -2.613 28 F5 N395 L Y -2.607 29 F5 N495 L Y -2.403 30 F5 N496 L Y -2.421 31 F5 N497 L Y -2.421 32 F5 N498 L Y -2.421 33 F5 N499 L Y -2.408 34 F5 N620 L Y -1.436 35 F5 N621 L Y -1.452 36 F5 N622 L Y -1.462 37 F5 N623 L Y -1.463 38 F5 N624 L Y -1.451 39 F5 N625 L Y -1.439 RISA -3D Version 14.0.1 [HA ... \...\... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 19 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 8 : Wind Load)Q Inint I nhal I n M nirarfinn nA.—if,, i. rA, I—ffI in roll\ /L*cA')/f 1 N528A L X 48.351 2 N533A L X 82.485 3 N538A L X 68.992 4 N543A L X 65.926 Joint Loads and Enforced Displacements (BLC 9: Partial X Wind Load 1) Inint I nhfal I n M M—finn L_ff\ fn —AN /L*,AM/f 1 N529A L X 36.263 2 N534A L X 61.864 3 N539A L X 51.744 4 N 544A L X 49.444 Joint Loads and Enforced Displacements (BLC 10 : Partial X Wind Load 2) Inint I ahal I n M nirortinn RA.—if. vic rlL 1,_ff1 /in —II !L*cA 9/f 1 N530A L X 36.263 2 N535A L X 61.864 3 N540A L X 51.744 4 N 545A L X 49.444 Joint Loads and Enforced Displacements (BLC 11 : Wind Load Z) Inint I nhcl I n nA nircrfinn nAo nn ih irlcr/L L_4% /i., —4N /L*oA 0/f 1 N528A L Z 73.663 2 N533A L Z 126.072 3 N538A L Z 105.847 4 N 543A L Z 101.48 Joint Loads and Enforced Displacements (BLC 12 : Partial Z Wind Load 1) Inint I nhPl I nm nime-fine Mnnnifivlcr/L L_ff\ !in —A) /L*.A7/f 1 N531A L Z 55.247 2 N536A L Z 94.554 3 N541 A L Z 79.385 4 N546A L Z 76.11 Joint Loads and Enforced Displacements (BLC 13 : Partial Z Wind Load 2) _Inint I nhcl I n M N—flnn nA-4 irlcr/L L, RN /in —4% /L*�A7/f 1 N532A L Z 55.247 2 N537A L Z 94.554 3 N542A L Z 79.385 4 N547A L Z 76.11 Joint Loads and Enforced Displacements (BLC 14: Earthquake Load)Q RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 20 Joint Label L D M Direction Ma nitude k k -ft in rad k *SA 21f.. 1 N548A L X 58.691 2 N553A L X 267.821 3 N558A L X 177.677 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 20 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Joint Loads and Enforced Displacements (BLC 14: Earthquake Load )Q (Continued) Joint Label L D M Direction Ma nitude k k-ftin rad k *SA 2/f... 4 N563A L X 1 89.14 Joint Loads and Enforced Displacements (BLC 15: Earthquake LoadX Plus Z Eccentr) Inin+ I ok.l I n r1A nirarrfinn Mannitiviar(k k-ftl (in rarl) (k*c^9/f 1 N549A L X 58.691 2 N 554A L X 267.821 3 N559A L X 177.677 4 N564 L X 89.14 Joint Loads and Enforced Displacements (BLC 16: Earthquake Load X Minus Z Eccent) 1nin+ I �M.vI I n RA niranfinn Mannihlrlar(k k -ft) (in raril (k*s^9/f 1 N550A L X 58.691 2 N555A L X 267.821 3 N560A L X 177.677 4 N565A L X 89.14 Joint Loads and Enforced Displacements (BLC 17: Earthquake Load Z) L.In+ I'k-I 1 n KA nira Linn Mannihiriar(k k-ffl (in rnrll (k*c^q/f 1 N548A L Z 58.691 2 N553A L Z 267.821 3 N558A L Z 177.677 4 N563A L Z 89.14 Joint Loads and Enforced Displacements (BLC 18: Earthquake Load Z Plus X Eccentr) 1-;i + I 'k -I 1 n M niranfinn Mannihiriar(k k-ftl (in rwil (k*c^q/f 1 N551A L Z 58.691 2 N556A L Z 267.821 3 N561A L Z 177.677 4 N566A L Z 89.14 Joint Loads and Enforced Displacements (BLC 19: Earthquake Load Z Minus X Eccent) 1..1..+ 1'1-1 1 n hA nirar•tinn Mannifilriar(k k-ftl (in rari) (k*qA?/f 1 N552A L Z 58.691 2 N557A L Z 267.821 3 N562A L Z 177.677 4 N567A L Z 89.14 Basic Load Cases 01 n n., .,...:..+:..., r�..+,......., V f --'—.i+.. V 7 t' --Ah, Inin+ Pninf nktrihnfari Gron(Ma Girfmra/P 1 Dead Load DL -1 156 1 673 798 2 Live Load LL 3 Lige Load Special(pu... LLS 117 505 570 4 Roof Live Load RLL 5 Snow Load SL 1 39 172 1 292 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 21 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P 6 ISnow Load Nonshedd.. SLN 7 Rain Load RL 8 Wind Load X WLX 4 9 Partial X Wind Load 1 WLXP1 4 10 Partial X Wind Load 2 WLXP2 4 11 Wind Load Z WLZ 4 12 Partial Z Wind Load 1 WLZP1 4 13 Partial Z Wind Load 2 WLZP2 4 14 Earthquake Load X ELX 4 15 Earthquake Load X PI.. ELX+Z 4 16 Earthquake Load X Mi.. ELX-Z 4 17 Earthquake Load Z ELZ 4 18 Earthquake Load Z Pl.. ELZ+X 4 19 Earthquake Load Z Mi.. ELZ-X 4 20 Other Load 1 OU 21 Other Load 2 OL2 22 Other Load 3 OW 23 Other Load 4 OL4 24 Wind Load Roof+X WLX+R 25 Wind Load Roof -X WLX-R 26 Wind Load Roof+Z WLZ+R 27 Wind Load Roof -Z WLZ-R Load Combinations Description Solve PD... SRSS BLC Fac... BLC Fac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 22 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Load Combinations (Continued) n.......;..�i.... C-1- Dn QDCC QI r Cor RI r Can RI OF:- RI rear RI r Far RI rFac RI rFar RI rFac RI rFar RI ('.Far. Envelope AISC 14th(360-10): LRFD Steel Code Checks r,*....,�- cti--- r. A. PI-, I nrr 1 r 4zF- I nrr flirt r nhi*Pn nhi*Pnt nhi*Mn nhi*Mn rh Fnn 1 (D -14)_L1 HSS3.5x3.. .391 10.8..23 .001 0 Z 24 63.76 120.474 12.075 12.075 1.. H1 -1a 2 (D-14) L2 HSS3x3x4 .600 0 23.001 0 Z 24 41.466 101.016 8.556 8.556 1.11111-1a 3 (D -14)_L3 HSS3x3x4 .397 0 23.001 0 Z 24 41.462 101.016 $ 556 8.5'556 2 H1 -1a 4 (D -1 3)_L1 HSS3.5x3.. .8550 0 24.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 5 (D-11 3)_L2 HSS3x3x4 745 .083 241.001 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 6 (D-1 3)_L3 HSS3x3x4 .347 0 16.001 0 Z 24 41.462 101.016 8.556 8.556 1..,H1 -I a 7 (D)244_L1 HSS3.5x3.. .740 10.6••22 .003 10.8...2 22 63.758 120.474 12.075 12.075 2.. H1 -1a 8 (D)244_L2 HSS3x3x4 .643 .083 22 .003 0 Z 24 41.466 101.016 8.556 8.5561.. H7 -1a 9 (D)244_L3 HSS3x3x4 297 10.5...14 002 0 Z 22 41.462 10 1.0 16 8.556 8.556 2.. H1 -1a 10 (E)245 L1 HSS3.5x3.. .389 10.8. 22,001 0 23 63.76 120.474 12.075 12.075 2.. H1-1 a 11 (E)245_L2 HSS3x3x4 .594 .083 22 .001 O V 27 41.466 101.016 8.556 8.55611 .. H1 -1a 12 (E)245 L3 HSS3x3x4 .388 0 22 .000 0 25 41.462 101.016 8.556 8.556 1.. H1-1 a 13 (F)246 L1 HSS3.5x3.. .841 0 21 .001 0 21 63.758 120.474 12.075 12.075 2.. H1-1 a 14 (F)246 L2 HSS3x3x4 .741 •083 21 .001 O 24 41.466 101.016 8.556 8.556 1.. H1 -1a 15 (F)246_L3 HSS3x3x4 335 10.5..21 ,001 0 21 41.462 101.016 8.556 8.5562.. H1 -1a 16 (U -12) HSS4x4x4 .760 O 22 003 10.8..Z 22 86.663 139.518 16.181 16.181 2.. H1 -1a 17 (U -12)_L2 HSS3x3x4 900 .083 22 004 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 18 (U-12) L3 HSS3x3x4 .390 10.5-22.0031 .003 0 Z 22 41.462 101.016 8.556 8.556 2..,H1 -1 a 19 (U -1 1)_L1 HSS3.5x3.. 325 10.8 ... 14.001 0 Z 24 63.76 120.474 12.075 112.075 2.. H1 -1a 20 (U -11)_L2 HSS3x3x4 .496 .083 14 .001 0 Z 24 41.466 101.016 8.556 8.556 1...H1-1 a 21 (U-1 1)_L3 HSS3x3x4 .3550 0 16 .001 0 Z 24 41.462 101.016 8.556 8.556 2...H1 -1 a 22 (U-10)_-1 HSS4x4x4 .876 0 241.001 0 Z 24 86.663 139.518 16.181 16.181 1.. H1 -1a 23 (U-1 0)_L2 HSS3.5x3.. 633 .083 241.001 0 Z 24 63.76 120.474 12.075 12.075 1.. H1 -1a 24 (U-10)_-3 HSS3x3x4 .416 0 161.001 0 Z 24 41.462 101.016 8.556 8.556 1.. H1 -1a 25 M73 HSS3x3x4 .169 16.6..28.003 0 21 17.081 101.016 8.556 8.5562.. 1-1b* 26 M74 HSS3x3x4.271 0 22.004 0 v 21 16.356 101.016 8.556 8.556 1.. H1 -1a 27 M75 HSS2.5x2.. .680 14.6..24.002 0 V 22 11.962 81.558 5.623 5.6232.. H1 -1a 28 M76 HSS2.5x2.. .843 0 22.003 0 2411.56 81.558 5.623 5.6231-. H1 -1a 29 M77 HSS3x3x4 .764 14.8..22 .003 14.8... 24 21.419 101.016 8 556 8.556 1.. H1 -1a 30 M78 HSS3x3x4 .710 14.6..24.0021 0 V 22 22.163 101.016 8.556 8.556 2.. H1-1 a 31 M79 HSS3.5x3...755 O 22.004 __Q_y23 35.745 120.474 12.075 12.075 1.. H1 -1a 32 M80 HSS3.5x3.. 768 14.6. 24 004 14.6...Nf 23 36.987 120.474 12.075 12.075 1.. H1 -1a 33 M81 HSS3x3x4 .352 16.8 23.005 0 V 24 16.786 101.016 8.556 8.5562.. H1 -1a 34 M82 HSS3x3x4 177 16.8 25 003 O 24 16.786 101.016 8.556 8.556 2.. H1-1 b* 35 M83 HSS2.5x2.. .903 14.6..23 0040 21 13.356 97.29 6.486 6.486 2.. H1 -1a 36 M84 HSSZU2.. .626 14.6..25.002 0 23 11.962 s1.558 5.623 5.6232.. H1 -1a RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 23 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope A1SC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check Locl..LC Shea... Locl..DirLC Dhi'Pn... ohi*Pnt..nhi'Mn--- ohi"Mn..Cb Eon 37 1 M85 HSS3x3x4 761 14.6..23 ,005 O V121122.163 101.016 $ 556 8.556 2.. H1 -1a 38 M86 HSS3x3x4 .657 14.6..21 .002 0 V123122.163 101.016 8.556 $ 556 2.. H1 -1a 39 M87 HSS3.5x3.. 708 14.6..23 004 14.6... 24 36.987 120.474 12.075 12.075 1.. H1 -1a 40 M88 HSS3.5x3.. 727 14.6-211 _005 14.6...V 24 36.987 120.474 12.075 12.075 11 -HI -1a 41 M89 HSS3x3x4 .390 0 26.004 0 y 23 16.786 101.016 $ 556 8.556 2.. H1 -1a 42 M90 HSS3x3x4 357 16.8 28 003 Q 23 16.786 101.016 8.556 8.556 2.. H1 -1a 43 M91 HSS3x3x4 795 14.6..22 003 0 V 24 22.162 101.016 8.556 8.556 1.. H1 -1a 44 M92 HSS3x3x4 757 14.6..24.002 O V 22 22.162 101.016 8.556 8.556 2.. H1 -1a 45 M93 HSS3.5x3.. 772 9.13822 004 O V 24 36.988 120.474 12.075 12.075 1.. H1 -1a 46 M94 HSS4x4x4 559 14.6..24.002 O y 22 57.028 139.518 16.181 16.181 2.. H1 -1a 47 M95 HSS4x4x4 715 14.6..22.005 14.6... 23 57.027 139.518 16.181 16.181 1.. H1 -1a 48 M96 HSS4x4x4 .741 0 24.005 O V 23 57.027 139.518 16.181 16.181 1.. H1 -1a 49 F5_M229 W8x1O 1 .183 4.8756 .062 0 V 6 34.492 133.2 6.119 32.871 1.. H1 -1b 50 F5_M296 W8x1O .268 4.8758 .090 9.75 8 34.492 133.2 6.119 32.871 11 -HI -lb 51 F5_M297 W8x1O .268 4.8758 .090 9.75 6 34.492 133.2 6.119 32.871 1.. H1 -1b 52 F5_M315 W8x1O .198 5.057181.064 10.1 8132.05 133.2 6.119 32.871 1.. H1 -1b 53 F5_M360 W8x1O .023 4.773 51.008 0 8 34.492 133.2 6.119 32.871 1.. H1 -1b 54 F5M361 W8x1O .019 4.977 5 .008 9.75 V 6 34.492 133.26.119 32.871 1..,H1 -1 b 55 F4_M229 W8x1O .406 4.87522 .136 OV 22 34.492 133.2 6.119 32.871 1.. H1 -1b 56 F4 M296 W8x1O .406 4.87524.136 0 IV 24 34.492 133.2 6.119 32.871 11-11-111-11b 57 F4_M297 W8x1O .406 4.875 24.137 0V 21 34.492 133.2 6.119 32.871 1.. H1 -1b 58 F4M315 W8x1O .437 5.057124.142 0 V 23 32.05 133.2 6.119 32.871 1 -..Hl -lb 59 F4_M360 W8x1O .041 4.875 21 .014 0 y 23 34.492 133.2 6.119 32.871 1.. H1-1 b 60 F4 M361 W8x10 .041 4.875211.015 9.75 y 22 34.492 133.26.119 32.871 1 ... H1 -1b 61 F3_M229 W8x1O .406 4.875 22.136 0 22 34.492 133.2 6.119 32.871 1.. H1 -1b 62 F3_M296 W8x10 .405 •865 22.136 0 v24 34.64 133.2 6.119 32.871 11 -H11 -11b 63 F3_M297 W8x1O .406 4.875 24.136 0 V 22 34.492 133.2 6.119 32.871 1.. H1 -1b 64. F3_M315 W8x10 .437 5.05724.141 0 y 24 32.05 133.2 6.119 32.871 1. H1 -1b 65 F3_M360 W8x1O .041 4.875 21 .014 0 V 24 34.492 133.2 6.119 32.871 1.. H1 -1b 66 F3 M361 W8x1O .041 4.87521 .014 9.75 V 22 34.492 133.2 6.119 32.871 11 -HI -lb 67 F2 -M229 W8x1O .403 4.85424.136 O V 23 34.788 133.2 6.119 32.871 1.. H1 -1b 68 F2 M296 W8x1O .401 4.8449 .135 0 v23 34.938 133.2 6.119 32.871 1•• H1 -1b 69 F2 -M297 W8x1O .401 4.844 22 .135 0 34.938 133.2 6.119 32.871 1.. H1 -1b 70 F2_M315 W8x1O .434 5.036 221.141 0 V 23 32.316 133.2 6.119 32.871 1 -HI -lb 71 F2_M360 W8x1O .041 4.854 23 .014 9.708 V 24 34.788 133.2 6.119 32.871 1.. H1-1 b 72 F2_M361 W8x10 .041 4.854 23.014 9.708 V 22 34.788 133.2 6.119 32.871 11-11-111 -1 b 73 F5_M230 W8x1O .183 4.8756 .061 0 8 34.492 133.2 6.119 32.871 1.. H1 -1b 74. F5 M231 W8x1O .182 4.8756 .061 O V8 34.492 133.2 6.119 32.871 1 -HI -lb 75 175_M232 W8x1O ,268 5.4846 .100 9.75 8 34.492 133.2 6.119 32.871 1.. H1 -1b 76 F5_M228 W16x31 .432 14.8...5 .091 29.7... g 22.042 410.85 26.363 202.5 1 H1 -1b 77 F5_M241 W1 6x26 417 15.4...5 .071 29.6 ... V6 17.071 345.6 20.55 165.75 1 H1 -1b 78 F5 M242 W8x10 .311 4.662 7 .106 0 y 5 34.64 133.2 6.119 32.871 1.4 H1 -1b 79 F5_M255 W8x1O .315 4.6726 .104 O v8 34.492 133.2 6.119 32.871 1.. H1 -1b 80 F5 M267 W8x1O .311 4.6725 .107 0 8 34.492 133.2 6.119 32.871 1.. H1 -1b 81 F5 M272 W1 6x26 •415 16.4...7 071 29.7... 8 17.023 345.6 20.55 165.75 1 H1 -1b 82 F5 M273 W16x31 428 14.5...8 .091 0 v6 22.011 410.85 26.363 202.5 1 H1 -1b 83 1F5_M274 I W8x10 1 .133 1 4.469151.035 0 Y 6134.4921133.216.119132-871 1.. H1 -1b RISA -3D Version 14.0.1 [HA ... \... \-- ... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 24 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continueao Memher Shane Code Check Locr..LCShea...Locr..DirLCohi*Pn...ohi*Pnt..j)hi*Mn... ohi*Mn..Cb Eon 84 F5_M275 W8X1O .117 .875 8 .039 9.75 V g 34.492 133.2 6.119132-871 1.. H1 -1b 85 F5_M276 W8x10 .118 4.8758 .0390 8 34.492 133.2 6.119 32.871 1.. H1 -1b 86 F5 M277 W8x10 .028 2.1128 .022 0 v 5100.304 133.2 6.119 32.871 1-111-1b 87 F5_M294 W8x10 .135 5.3838 .032 9.75 v 6 34.492 133.2 6.119 32.871 1.. Hi -1b 88 F5_M295 W8X1O ,26$ .875 8 .090 9.75 v 8 34.492 133.2 6.119 32.871 1.. H1 -1b 89 F5_M300 W8X1O .004 11.96417 .003 3.927 v 6 103.465 133.2 6.119 32.871 1.. H1 -1b 90 F5 M301 W8x10 .183 5.2688 .063 10.1 .. -v 6 32.05 133.2 6.119 32.871 1.. H1 -1b 91 F5 M318 W8x10 .119 4.938 61.041 9.875 7 33.624 133.2 6.119 32.871 1.. H1 -1b 92 F5_M319 W8x10 .178 5.55 6 .066 9.867 V 7 33.68 133.2 16.119 32.871 1.. H1 -1b 93 F5_M320 MAO .006 2.1837 .007 0 6 97.699 133.2 6.119 32.871 1.. H1-1 b 94 F5 M322 W8x10 .022 4.8355 .008 0 8 33.624 133.2 6.119 32.871 1.. H7 -1b 95 F5_M323 MAO .024 •938 7 .008 0 v $ 33.624 133.2 6.119 32.871 1.. H1-1 b 96 F5_M327 W8X1O .030 4.875171.010 9.75 V 8134.492 133.2 6.119 32.871 11..[111 -lb 97 F5_M329 MAO .030 .8757 .010 9.75 v 8 34.492 133.2 6.119 32.871 1.. H1-1 b 98 F5 M331 MAO .030 .8757 .010 9.75 v 8 34.492 133.2 6.119 32.871 1.. H1 -1b 99 F5_M332 MAO .030 .8757 .010 9.75 6 34.492 133.2 6.119 32.871 1.. H1-1 b 1OO F5_M333 W8X1O .030 .8757 .012 9.75 v 6 34.492 133.2 6.119 32.871 1.. H1 -1b 101 F5_M346 MAO .023 4.87515 .009 9.75 8 34.492 133.2 6.119 32.871 1.. H1 -1b 102 F5 M347 W8X1O .023 4.8755 .008 9.75 6 34.492 133.2 6.119 32.871 1.. H1 -1b 103 F5_M348 MAO .023 4.8755 .008 9.75 6 34.492 133.2 6.119 32.871 1.. H1-1 b 104 F5_M358 MAO .023 4.8755 .010 9.75 V g 34.492 133.2 6.119 32.871 11-1-111-1b 105 F5 M359 MAO .023 4.8755 .008 9.75 v 8 34.492 133.2 6.119 32.871 1.. H1 -1b 106 F5 M365 MAO .125 5 5 .042 101v 5 32.789 133.2 6.119 32.871 11-111-11b 107 F5_M366 W8X1O .006 2.19117 .022 .292 V 8199.565 133.2 6.119 32.871 1.. H1 -1b 108 F5 M341 MAO .130 5.383181.031 9.75 V 8134.492 133.2 6.119 32.871 1.. H1 -1b 109 F5_M367 W8x10 .121 5 5 .040 9.999 8 32.794 133.2 6.119 32.871 1.. H1 -1b 110 F5 M307 MAO .023 4.8755 .008 9.75 8 34.492 133.2 6.119 32.871 1.. H1 -1b 111 F5 M310 MAO .023 4.8755 .008 9.75 8 34.492 133.2 6.119 32.871 1.. H1-1 b 112 F5_M352 MAO .023 4.8757 .008 9.75 6 34.492 133.2 6.119 32.871 1.. H1 -1b 113 F5_M357 MAO .023 875 5 .010 9.75 6 34.492 133.2 6.119 32.871 1..[H1 -1b 114 F5_M362 W8x10 .023 •875 5 .008 9:75 g 34.492 133.2 6.119 32.871 1.. H1 -1b 115 F5_M354 MAO .335 5.268 81.11511.0-1 ... 6 32.05 133.2 6.119 32.871 1 -H1 -Ib 116 F5_M355 MAO .023 4.32 8 .013 0 V 6 33.628 133.2 6.119 32.871 1.. H1-1 b 117 F5_M349 MAO .335 4.8477 .114 0 y 8 32.05 133.2 6.119 32.871 1.. H1 -1b 118 F5_M350 W8x10 .023 4.9388 .013 0 v 6 133.624 133.2 6.119 32.871 11-1-111-11b 119 F4_M230 W8x10 .406 4.875 22 .136 0 23 34.492 133.2 6.119 32.871 1.. H1-1 b 120 F4_M231 MAO .406 .87522 .136 O V 24 34.492 133.2 6.119 32.871 1.. H1 -1b 121 F4_M232 MAO .577 5.48421 218 9.75 V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 122 F4 M228 W21x44 .359 14.8-22 _081 29.7...V 12 36.795 585 38.215 357.75 1 H1 -1b 123 F4_M241 W21x44 .327 14.8..21 .058 29.6... 10 36.847 585 38.215 357.75 1 H1 -1b 124 F4M242 MAO .637 4.56123.231 0 V110134.64 133.2 6.119 32.871 1.. H1 -1b 125 F4 M255 MAO .637 4.57 231.229 0 24 34.492 133.2 6.119 32.871 1.. H1 -1b 126 F4 M267 MAO .639_4.561211.231 0 y 12 34.64 133.2 6.119 32.871 11-11-111-11b 127 F4_M272 W21x44 .327 14.8..23 .058 29.6... 12 36.847 585 38.215 357.75 1 H1 -1b 128 F4_M273 W21x44 .359 14.8..22 .081 O V 10 36.847 585 38.215 357.75 1 H1 -1b 129 F4 M274 W8x10 .256 4.459 21 .057 0 1 v, 10 34.64 133.26 * 119 32.871 1.. H1-1 b 130 F4 M275 MAO 239 .875 24.080 O 24 34.492 133.2 6.119 32.871 1.. H1-1 b RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 25 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope AISC 14th (3 60-10): LRFD Steel Code Checks (Continueco Member Shape Code Check Locr..LCShea...Locr..Dirl-Cphi*Pn ... phi*Pnt..r)hi*Mn... phi*Mn..Cb Eon 131 F4 M276 Wgx10 .239 .875 24 080 0 23 34.492 133.2 6.119 32.871 1.. H1 -1b 132 F4 M277 W8x1O .039 .112 24.031 0 21 100.304 133.2 6.119 32.871 1.. H1-1 b 133 F4_M294 W8x1 O .260 5.383 21 056 9.75 10 34.492 133.2 6.119 32.871 1.. H1 -1b 134 F4 m295 W8x1O .406 .875 24.137 0 12 34.492 133.2 6.119 32.871 1.. H1-1 b 135 Fa_WI300 W8x1O .007 1•x6423.007 0 22103.465 133.2 6.119 32.871 1...H1 1 b 1361 F4_M301 W8x10 .437 5.057241.142 10.1..I.V. 21 32.05 133.2 6.119 32.871 1-H1 -1 b 137 F4_M305 W10x12 .556 5.05721 183 0 y2433.43 159.3 6.458 46.904 1.. 1-11-1b 138 F4 M311 W10x12 556 5.05724.183 0 v2233.43159.36.458 46.904 1.. H1 -1b 139 F4_M318 W8x10 .245 4.938 22 .082 0 y 23 33.624 133.2 6.119 32.871 1-H1 -1 b 140 F4_M319 W8x10 .315 5.55 22.115 9,867 V23 33.68 133.2 6.119 32.871 1.. H1 -1b 141 F4_M320 W8x10 .008 2.2291231.011 0 V 22 97.699 133.2 6.119 32.871 1.. H1-1 b 142 F4_M322 MAO .042 4.93821 .014 O V 124133.624 133.2 6.119 32.871 1.. H1-1 b 143 F4_M323 W8x1O .042 4.938 23..0151 0 V 24 33.624 133.2 6.119 32.871 1.. H1-1 b 144 F4_M327 W8x10 .041 4.875 23.014 9.75 V 24 34.492 133.2 6.119 32.871 1..,H1 -1 b 145 F4_M329 W8x10 .041 4.875 23 .014 9.75 24 34.492 133.2 6.119 32.871 1.. H1-1 b 146 F4 M331 W8x10 .041 4.875 23.014 9.75 V 24 34.492 133.2 6.119 32.871 1.. H1 -1b 147 F4_M332 W8x10 .041 4.875 23 .014 9.75 24 34.492 133.2 6.11 9 32.871 1.. H1-1 b 148 F4 M333 W8x1O .041 4.8751231.015 O 10 34.482 133.2 6.119 32.871 1.. H1-1 b 149 F4_M346 W8x10 .041 4.87521 .015 O V 11 34.492 133.2 6.119 32.871 1.. H1 -1b 150 F4_M347 W8x1O .041 4.87521 .014 9.75 v 22 34.492 133.2 6.119 32.871 11 -H11 -11b 151 F4_M348 W8x1O .041 4.87521 .014 9.75 V 23 34.492 133.2 6.119 32.871 1.. H1-1 b 152 F4 M349 W8x10 .041 4.87521 .016 9.75 10 34.492 133.2 6.119 32.871 1...H1 -1 b 153 F4_M358 W8x1O .041 4.8751211.016 9.75 12 34.492 133.2 6.119 32.871 1.. H1 -1b 154 F4_M359 W8x1O .041 .875 23.014 9.75 V 22 34.492 133.2 6.119 32.871 1.. H1-1 b 155 F4_M292 W8x10 .008 .146 23 .017 4.292 V 12 99.565 133.2 6.119 32.871 1.. H1-1 b 156 F4 M367 W8x10 .253 5 9.082 10 V 13 32.789 133.2 6.119 32.871 1.. H1 -1b 157 F4_M340 W8x10 .260 .36722 .056 O V 10 34.492 133.2 6.119 32.871 1.. H1-1 b 158 F4_M341 W8x1O .253 5 9.083 O V 24 32.794 133.2 6.119 32.871 11 -IM -11b 159 F4_M291 W8x1O .042 .938 22 .021 19.875 v 22 33.624 133.2 6.119 32.871 1.. H1 -1b 160 F4 M299 W8x1O .041 4.87521 .014 9.75 V 24 34.492 133.2 6.119 32.871 11 -HI -lb 161 F4_M306 W8x10 .041 4.87521 .014 9.75 V 24 34.492 133.2 6.119 32.871 1.. H1 -1b 162 F4 M308 W8x1O .041 4.87521 .014 9.75 V 24 34.492 133.26.119 32.871 1...H1 -1 b 163 F4_M309 W8x10 .041 4.87521 .014 9.75 22 34.492 133.2 6.119 32.871 1-41-11-1b 164 F4_M350 W8x10 .041 4.32 24.021 O V 22 33.624 133.2 6.119 32.871 11 -HI -lb 165 F3_M230 W8x1O .406 4.875 22 .136 0 v2a 34.492 133.2 6.119 32.871 1.. H1-1 b 166 F3_M231 W8x10 .406 4.875 22.136 O IV 24 34.492 133.2 6.119 32.871 1.. H1-1 b 167 F3_M232 W8x10 .574 5.473 22 218 9.729 V 24 34.64 133.2 6.119 32.871 1.. H1-1 b 168 F3_M228 W21x44 .3554 14.7522 _079 29.5 V 22 37.317 585 38.215 357.75 1.. H1 -1b 169 F3_M241 W21x44 .324 14.4..21 .058 29.4... 22 37.37 585 38.215 357.75 1 H1 -1b 170 F3_M242 W8x1O .645 4.53122 228 0 Y24 35.089 133.2 6.119 32.871 1.. H1 -1b 171 F3_M255 W8x10 .645 4.561 22 .229 0 v24 34.64 133.2 6.119 32.871 1.. H1 -1b 172 F3_M267 W8x1O .656 4.54121 .229 0 IV 23 34.938 133.2 6.119 32.871 11 -HI -lb 173 F3_M272 W21x44 .326 14.8. 23 .058 29.6... 24 37.002 585 38.215 357.75 1 H1 -1b 174 F3 M273 W21x44 .357 14.8..22 .080 29.6.. 22 37.002 585 38.215 357.75 1 H1 -1b 175 F3_M274 W8x1O .254 4.44 21 054 O V 14 34.938 133.2 6.119 32.871 1.. H1 -1b 176 F3 M275 W8x1O .239 4.87524 080 0 V 23 34.492 133.2 6.119 32.871 1.. H1AID 177 F3_M276 W8x1O .239 4,87524 •080 0 y 24 34.492 133.2 6.119 32.871 1.. H1 -1b RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 26 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continued) nAamhcr Rhane Cnria Check I nrr I CShea I ncr DirLCnhi*Pn_-nhi*Pnt.nhi*Mn--- ohi*Mn...Cb Eon 178 F3M277 .039 2.112 24.031 0 21100.304 133.2 6.119 32.871 1.. H1-1 b 179 -.W8x1O F3_M294 W8x10 .259 5.27 22 .055 9.729 V 14134.64 133.2 6.119 32.871 1.. H1 -1b 180 F3_M295 W8x1O .405 4.86.524.136 0 v 24 34.64 133.2 6.119 32.871 1.. H1 -1b 181 F3_M300 W8x1O .007 1.964 23.006 O v 22 103.465 133.2 6.119 32.871 1.. H1-1 b 182 F3 M301 W8x10 .437 •057 24.141 10.1...V 21 32.05 133.2 6.119 32.871 1.. 11-111-1b 183 F3_M305 W10x12 554 5.047 24 183 0V 124 33.568 159.3 6.458 46.904 1.. H1 -1b 184 F3_M318 W8x1O .245 .93822.082 O V 23 33.624 133.2 6.119 32.871 1.. H1 -1b 185 F3_M319 W8x10 .315 5.55 22 .115 9.867 2333.68 133.2 6.119 32.871 1.. H1 -1b 186 F3 M320 W8x10 .008 •229 23.011 0 V 22 97.699 133.2 6.119 32.871 1.. H1-1 b 187 F3_M322 W8x10 .042 .93821 .014 O v 24 33.624 133.2 6.119,32-871 1.. H1-1 b 188 F3_M323 W8x1O .042 •938,23 .015 O 124 33.624 133.2 6.119 32.871 1-11-111-1b 189 F3_M327 W8x10 .041 •875 23.014 O V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 190 F3 M329 W8x10 .041 4.875 23.014 O V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 191 F3_M331 W8x10 .041 4.875 23 .014 O y 24 34.492 133.2 6.119 32.871 1.. H1-1 b 192 F3_M332 W8x10 .041 4.875 23.014 OV 24 34.492 133.2 6.119 32.871 1-11-111-1b 193 F3_M333 W8x10 .041 4.875 23 .015 O V 14 34.492 133.2 6.119 32.871 1.. H1 -1b 194 F3 M346 W8x10 .041 •875 21 .014 0 V 24 34.492 133.2 6.119 32.871 1...H1 -Ib 195 F3_M347 W8x10 1 .041 4.8751211.014 0 21 34.492 133.2 6.119 32.871 11--l'H1-1 b 196 F3 ^348 W8x1O .041 •87521 .014 0 22 34.492 133.2 6.119 32.871 1.. H1 -1b 197 F3 M349 W8x10 .041 4.87521 .015 O 14 34.492 133.2 6.119 32.871 1.. H1-1 b 198 F3_M358 W8x10 .041 •87521 .015 O 16 34.492 133.2 6.119 32.871 1.. H1 -1b 199 F3, M359 W8x10 .041 4.87521 .014 O 23 34.492 133.2 6.119 32.871 1.. H1-1 b 200 F3_M292 W8x1O .008 2.1251231.013 4.25 V 1141100.024 133.2 6.119 32.871 1.. H1-1 b 201 F3 M366 W8x10 .253 5 9 .082 10 V 21 32.789 133.2 6.119 32.871 1.. H1 -1b 202 F3 M341 W8x1O .259 5.27 22 055 .729 V 16. 34.64 133.2 6.1191 32,871. 1.. H1 -1b 203,F3_M342 W8x10 .253 5 9 .083 O 24 32.794 133.2 6.119 32.8711.. H1 -1b 204 F3_M306 W8x1O .041 4.87521 .014 O 24 34.492 133.2 6.119 32.871 1.. H1 -Ib 205 F3_M307 W8x10 .041 4.87521 .014 O V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 206 F3_M308 W8x10 .041 4.87521 .014 O V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 207 F3_M309 W8x10 .041 4.875 211. 0 14 O v 22 34.492 b 133.2 6.119 32.871 1 -41H11 -11b 208 F3_M353 W10x12 5554 5.047 24 183 0V 22 33.568 159.3 6.458 46.904 1.. H1-1 b 209,F3_M354 W8x10 .041 4.32 24.021 O Y 22 33.624 1133.2 6.119 32.871 1.. H1 -1b 210 F3_M357 W8x1O .042 4.938 24 .021 O y 22 33.624 133.2 16.119 32.871 1.. H1 -1b 211 F2_M230 W8x1O .403 4.854 24 .136 0 V 23 34.788 133.2 6.119 32.871 1.. H1-1 b 212 F2_M231 W8x1O .403 .854 24.136 0 24 34.788 133.2 6.119 32.871 1-1-111-11b 213 F2_M232 W8x10 1 .569 5.55 24 217 9.688 V 24 34.938 133.26.119 32.871 1.. H1 -1b 214 F2_M228 W21x50 .309 14.75 9 .074 29.5 V,16144.888 661.5 45.75 412.51•• H1 -1b 215 F2_M241 W24x117 468 14.7...13 1550 29.4... 14 536.93 1548 267.75 1226.25 1 H1-1 b 216 1 F2_M242 W8x1O .629 .512 23.229 O V113135.393 133.2 6.119 32.871 1.. H1-1 b 217 F2_M255 W8x1O .636 .551 14 .228 O v24134.788 133.2 6.119 32.871 11-11-111 -1 b 218 F2 M267 W8x1O .633 4.5211211.228 0 v 23135-241 133.2 6.119 32.871 1.., H1 -1b 219 F2_M272 W21x44 .326 14.8..23.058 29.6... 24 37.055 585 38.215 357.75 1 H1 -1b 220 F2 M273 W21x44 .3557 14.8.22.080 0V 22 37.055 585 38.215 357.75 1 H1 -1b 221 F2_M274 W8x1O ,253 4.421211.055 0 V 22 35.241 133.2 6.119 32.871 1.. H1 -1b 222 F2 M275 W8x1O .239 4.875 24 .080 0 v 23 34.492 133.2 6.119 32.871 1.. H1-1 b 223 F2 M276 W8x1O .239 4.875 24.080 0 23 34.492 133.2 6.119 32.871 1.. H1-1 b 224 F2 -W77 W8x10 .039 •11224 031 0 21.100.304,133-216. 110 32.871 1.. H1 -1b RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA ModekStor-All Wheat Ridge - Take 4.rfl] Page 27 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check LodACShea...Locf..DirLCohi*Pn ... ohi*Pnt..Dhi*Mn... ohi*Mn..Cb Eon 2251 F2_M294 W8x10 .259 5.25910.055 9.70821 34.788 133.2 6.119 32.871 1.. H1 -1b 226 F2_M295 W8x1O .403 .85424.136 0 24 34.788 133.2 6.119 32.871 1.. H1 -1b 227 F2_M300 W8x1O .006 1.95321 .006 0 V 22 103.68 133.2 6.119 32.871 1.. H1 -1b 228 F2 M301 MAO .434 5.03622 .141 10.0... V 21 32.316 133.2 6.119 32.871 1.. H1 -1b 229 F2_M305 W10x12 .549 5.02623 .182 O V124133.847 159.3 6.458 46.904 1.. H1 -1b 230 F2 -M3 11 W10x12 .549 5.02616.182 0 y 22 33.847 159.3 6.458 46.904 1..[H1 -1b 231 F2_M318 MAO .245 4.938 22.082 0 V 23 33.624 133.2 6.119 32.871 1.. H1-1 b 232 F2 M319 MAO .315 5.55 22.115 9.867 v 23 33.68 133.2 6.119 32.871 1.. H1 A b 233 F2_M320 W8x1O .008 2.22923.010 O V 22 97.699 133.2 6.119 32.871 1.. H1-1 b 234 F2_M322 MAO .042 4.938121 .014 O V,24,33-624 133.2 6.119 32.871 1.. H1 -1b 235 F2_M323 W8x1O .042 4.93823.015 0 V 24 33.624 133.2 6.119 32.871 1.. H1-1 b 236 F2 M327 W8x1O .041 4.85421 .014 9.708 V 24 34.788 133.2 6.119 32.871 237 F2_M329 W8x1O .041 4.85421 .014 9.708 V 24 34.788 133.2 6.119 32.871 1.. H1-1 b 238 F2_M331 MAO .041 4.85421 .014 9.708 24 34.788 133.2 6.119 32.871 1-1`111-11b 239 F2_M332 MAO .041 4.854121 .014 9.708 V 24 34.788 133.2 6.119 32.871 1.. H1 -1b 240 F2_M333 W8x10 .041 4-86521.015 0 V 22 34.64 133.2 6.119 32.871 1..[H1 -1b 241 F2_M346 W8x10 .041 4.854 23.014 9.708 24 34.788 133.2 6.119 32.871 1.. H1 -1b 242 F2 M347 W8x1O .041 4.85423.014 .708 V124134.788 133.2 6.119 32.871 1.. H1 -1b 243 F2_M348 W8x10 .0418 23.014 9.708 v 23 34.788 133.2 6.119 32.871 1.. HI -1b 244 F2_M349 W8x10 .041 4.854 23.015 9.708 22 34.788 133.2 6.119 32.871 1.. H1-1 b 245 F2_M358 W8x1O .041 4.854 23.015 9.708 V 24 34.788 133.2 6.119 32.871 1.. H1-1 b 246 F2 M359 MAO .041 4.85423.014 9.708 22 34.788 133.2 6.119 32.871 1.. H1 -1b 247 F2_M341 W8x1O .257 5.23616 054 9.667 V 22 35.089 133.2 6.119 32.871 1.. H1 -1b 248 F2 M363 MAO .251 5 9.082, 0 y 24 32-795,133.2 6.119 32.871 1.. H1 -1b 249 F2_M298 MAO .008 2.12523 .011 4.25 V 12100.024 133.2 6.119 32.871 1.. H1 -1b 250 F2_M366 MAO .253 5 9 .082 10 y 21 32.789 133.2 6.119 32.871 1.. H1 -1b 251 F2_M308 W8x1O .042 4.927 24.021 0 33.766 133.2 6.119 32.871 1.. H1-1 b 252 F2 M352 W8x1O .041 4.311114 021 0 V 22 33.766 133.2 6.119 32.871 1.. H1 -1b 253 F2_M354 W8x1O .041 4.85421 .014 9.708 V 22 34.788 133.2 6.119 32.871 11-11-111-11b 254 F2 M355 MAO .041 4.85421 .014 9.708 24 34.788 133.2 6.119 32.871 1.. H1 -1b 255 F2_M356 W8x1O .041 4.85421 .014 9.708 24 34.788 133.2 6.119 32.871 1.. H1-1 b 2561 F2_M364 MAO 1 .041 4.85421 .014 9.708 V 24 34.788 133.2 6.119 32.871 1.. H1 -1b 257 (R -2)_L1 HSS4x4x4 7555 10.6..14 004 10.8...2 24 86.663 1139.518 16.181 16.181 1.. H1 -1a 258 (R -2)_L2 HSS3.5x3.. 730 .083 16 .004 0 Z 24 63.76 120.474 12.075 12.075 1.. H1-1 a 259 (R -2)_L3 HSS3x3x4 .623 10.5 ... 14.005 0 Z 22 41.462 101.016 $ 556 8.556 1.. H1 -1a 260 (T -12)_L1 HSS4x4x4 .739 0 16.001 0 y 23 86.663 139.518 16.181 16.181 2.. H1-1 a 261 (T -12)_L2 HSS3.5x3.. 685 .083 161.001 O 24 63.76 120.474 12.075 12.075 1.. H1 -1a 262 (T -12)_L3 HSS3x3x4 571 10.6..14 .001 0 V 41.462 101.016 8.556 8.5556 2-1-111 -1 a 263 (T -12)_L4 HSS3x3x4 .328 0 8.001 O v $ 25.997 101.016 $ 556 8.556 2.. H1 -1a 264 (N -14)_L1 HSS4x4x5 667 10.6...16 004 10.8...2 22103.533 169.74 19.285 19.285 11-11-111-11a 265 (N -14)_L2 HSS3.5x3.. 772 .083 14 005 0 Z 22 63.76 120.474 12.075 12.075 1.. H1 -1a 266 (N-14)_-3 HSS3x3x4 657 10.6..16 .005 0 Z 24 41.462 101.016 $ 556 8.5556 2.11-111-1a 267 (N -14)_L4 HSS3x3x4 327 13.5 8.002 0 Z $ 25.997 101.016 8.556 8.556 2.. HI -1a 268 (H -14)_.L 1 HSS4x4x5 667 10.6.16 004 10.8..2 22103.533 169.74 19.285 19.285 1.. H1 -1a 269 (H -14)_L2 HSS3.5x3.. 771 .083 14 005 0 Z 22 63.76 120.474 12.075 12.075 1.. H1 -1a 270 (H-14) L3 HSS3x3x4 657 10.6..16 005 0 Z 24 41.462 101.016 8.556 8.556 2.. H1 -1a 271 (H -14)_L4 HSS3x3x4 326 13.5 6 .002 0 Z 8 25.997 101.016 8556 8.556 2.. H1 -1a RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 28 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continueao Member Shape - Code Check Loc..LCShea...Loc..DirLC hi*Pn... hi*Pnt.. hi*Mn... hi*Mn... Cb E n 272 (D -1 0)_L1 HSS4x4x4 742 10.6..16.004 10.8...2 22 86.663 139.518 16.181 16.181 11 -HI -1a 273 (D-1 0)-.L2 HSS3.5x3.. .718 •083 14 .004 0 Z 22163.76 120.474 12.075 12.075 1-H1 -1 a 274 (D-10)_.3 HSS3x3x4 _616 10.6..16 .004 0 Z 241 41.462 101.016 8.556 8.556 1.., H1 -1a 275 (D -1 0)_L4 HSS3x3x4 .374 13.5 8 .002 0 Z 8 25.997 101.016 8.556 8.556 1.. H1 -1a 276 (D -2)_L1 HSS4x4x4 756 10.6 ... 141.004 10.8..2 24 86.663 139.518 16.181 16.181 1.. H1 -1a 277 (D -2)_L2 HSS3.5x3.. 730 .083 16.004 0 2 24 63.76 120.474 12.075 12.075 1.. H1 -1a 278 (D -2)_L3 HSS3x3x4 .624 10.6...14 .005 0 Z 22 41.462 101.016 8.556 8.556 2.. H1-1 a 279 (D -2)_L4 HSS3x3x4 346 13.5 7 .002 0 Z 8 25.997 101.016 8.556 8.556 2.. H1-1 a 280 (N -2)_L1 HSS4x4x4 757 10.6..14 004 10.8..2 24 86.663 139.518 16.181 16.181 1.. H1 -1a 281 (N -2)_L2 HSS3.5x3.. .731 .083 16 .004 0 Z 24 63.76 120.474 12.075 12.075 1.. H1 -1a 282 (N -2)_L3 HSS3x3x4 .624 .1 10.6..4 .005 0 Z 22 41.462 101.016 8.556 8.556 2.. H1 -1a 283 (N -2)_L4 HSS3x3x4 .345 13.5 8 .002 0 Z 8 25.997 101.016 8.556 8.5562.. H1 -1a 284 (T-9) L1 HSS4x4x4 .741 0 16.001 0 23 86.663 139.518 16.181 16.181 2.. H1 -1a 285 (T -9)_L2 HSS3.5x3.. 686 .083 16.001 0 24,63.76 120.474 12.075 12.075 1.. H1 -1a 286 (T -9)_L3 HSS3x3x4 572 10.6..16 .001 O 23 41.462 101.016 8.556 8.5562.. H1 -1a 287 (T -9)_L4 HSS3x3x4 .332 0 61.001 O $ 25.997 101.016 8.556 8 556 2.. H1-1 a 288 (R-14)_.1 HSS3.5x3.. 6814 10.6..16.003 10.8..2 22 63.758 120.474 12.075 12.075 1.. H1 -1a 289 (R-1 4)_L2 HSS3x3x4 732 .083 14.003 0 Z 24 41.466 101.016 8 556 8.556 1.. H1 -1a 290 (R-11 4)_.L3 HSS3x3x4 .416 10.6..16 ,003 0 Z 24 41.462 101.016 8.556 8.556 2.. H1 -1a 291 (R -1 4)_L4 HSS3x3x4 .186 0 8 .001 0 Z 8 25.997 101.016 8.556 8.5562.. 1-1 b* 292 (D -12)_L1 HSS3.5x3.. .575 0 161.000 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 293 (D-1 2)_L2 HSS3x3x4 597 0 16.000 0 Z 241 41.466 101.016 8.556 8.556 1.. H1 -1a 294 (D -1 2)_L3 HSS3x3x4 .326 0 16.000 0 Z 24 41.462 101.016 8 556 8.556 2.. H1 -1a 295 (D -1 2)_L4 HSS3x3x4 .200 0 8 .000 0 Z 24 25.997 101.016 8.556 8.556 1.. 1-1b* 296 (D-11) L1 HSS3.5x3.. .630 0 14.001 0 Z 22 63.758 120.474 12.075 12.075 1.. H1 -1a 297 (D-1 1)_L2 HSS3x3x4 .661 .083 16 ,001 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 298 (D-11) L3 HSS3x3x4 .363 0 14.001 0 Z 22 41.462 101.016 8.556 8.5562.. H1 -1a 299 (D-1 11)_L4 HSS3x3x4 .224 0 8.000 0 Z 24 25.997 101.016 8.556 8.556 1.1 H1 -1a 300 (U -1)_L1 HSS8x8x4 747 10.6..13 020 10.6.. 21 263.143 293.94 66.288 66.288 2 -HI -1a 301 (U -1)_L3 HSS4x4x4 586 10.5...16 008 0 Z 12 86.66 139.518 16.181 16.181 2.. H1-1 a 302 (U -4)_L1 HSS4x4x4 734 10.6..13,.009 10.8..2 16 86.663 139.518 16.181 16.181 2 -HI -1a 303 (UA)_L2 HSS4x4x4 568 .083 16 006 0 Z 12 86.665 139.518 16.181 16.181 1.. H1 -1a 304 (U -4)_L3 HSS3x3x4 .678 10.6.14 009 0 Z 10 41.462 101.016 8.556 8.5562.. H1 -1a 305 (U -4)_L4 HSS3x3x4 619 13.5 8 006 0 2 8125.997 101.016 8.556 8.556 2.. H1 -1a 306 (R -1)_L1 HSS5x5x8 .614 10.6 ... 15.012 0 y 23 233.594 326.232 45.195 45.195 2 -HI -1a 307 (R -1)_L2 HSS4.5x4.. 528 .083 14 .018 0 16 109.676 158.976 20.907 20.907 1.. H1 -1a 308 (R -1)_L3 HSS3.5x3.. 1497 10.5..16 004 O 12 63.755 120.474 12.075 12.075 2 -HI -11a 309 (N -1)_L1 HSS3x3x4 654 10.6 ... 16.003 10.8...2 22 41.465 101.016 8.556 8.556 1.. H1-1 a 310 (N -1)_L2 HSS3x3x4 .4'70 .083 14.003 0 Z 22 41.466 101.016 8.556 8.556 1.. H1-1 a 311 (N -1 )_L3 HSS3x3x4 293 10.6...16 004 0 Z 24 41.462 101.016 8.556 8.556 2.. H1-1 a 312 (N -1)_L4 HSS3x3x4 .173 0 6.002 0 Z 8 25.997 101.016 8.556 8.5562.. 1-1b* 313 (M -1)_L1 HSS3.5x3.. .5589 0 16.001 O 23 63.758 120.474 12.075 12.075 1.. H1 -1a 314 (M -1)-L2 HSS3x3x4 .613 0 16.000 O V 24 41.466 101.016 8.556 8.556 1.. H1 -1a 315 (M -1)_L3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 8.556 8.556 2.. H1-1 a 316 (M -1)_L4 HSS3x3x4 .259 0 6.000 0 Z 24 25.997 101.016 8.556 8.556 1.. H1 -1a 317 (L -1 )_L1 HSS3.5x3.. .589 0 16.001 0 V 23 63.758 120.474 12.075 12.075 1.. H1-1 a 318 (L -1)_L2 HSS3x3x4 .613 0 16 000 0 24 41.466 101.016 8.556 8.556 1.. H1-1 a RISA -3D Version 14.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 29 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Memher Shane Code Check LocL.LCShea._Locf..DlrLCnhl*Pn_._nhi*Pnt_nhi*Mn_ohi*Mn_Ch Fan 319 (L-1 LB HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 $ 556 $.556 2.. Hl -la 320 (L -I) -L4 HSS3x3x4259 O 6 .000 O Z 24 25.997 101.016 8.556 8.5561 . H1 -1a 321 (K-1)_-1 HSS3.54.. .589 0 16.001 0 23 63.758 120.474 12.075 12.075 1.. H1 -1a 322 (K -I) --U HSS3x3x4 .613 0 16.0(0)(0) 0 V 24 41.466 101.016 $.556 8.5561 .. H1 -1a 323 (K-1)_.3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 10 1.0 16 $ 556 8.556 2..1'H1 -1a 324 (K -I) -.L4 HSS3x3x4 .259 0 61.000 0 Z 24 25.997 101.016 $ 55J56 $ 5556 1.. H1 -1a 325 (J -1)-L1 HSS3.5x3.. .589 0 161.001 0 v 23 63.758 120.474 12.075 12.075 1.. H1 -1a 326 (J -l) -L2 HSS3x3x4 .613 0 16.000 0 v 24 41.466 101.016 $ r5J56 $ 5J556 1...H1-1 a 327 (J -I) -L3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 8.556 $.5562.. H1 -1a 328 (J -1)-L4 HSS3x3x4 .259 0 6 .000 0 Z 24 25.997 101.016 $.556 $.556 1.. H1-1 a 329 1-1 L1 HSS3.5x3.. .589 0 16.001 O V 23 63.758 120.474 12.075 12.075 1.. H1 -1a 330 (I -1)-L2 HSS3x3x4 .613 0 161.000 0 y 24 41.466 101.016 8.556 8.5561•• H1 -1a 331 1-1 L3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 8.556 8.5562.. H1 -1a 332 (I -1)-L4 HSS3x3x4 .259 0 6 .000 O Z 24 25.997 101.016 $ 556 8.556 1.. H1-1 a 333 (D -1)_L1 HSS4.5x4.. 650 10.6..16 006 10.8... 23109.675 158.976 20.907 20.907 2.. Hl -la 334 (D -1)_L2 HSS4x4x4 .613 .083 15 .005 O V 23 86.665 139.518 16.181 16.181 1.. H1-1 a 335 (D -1)_L3 HSS3.5x3.. 526 10.6...13 .007 0 12 63.755 120.474 12.075 12.075 2.. H1 -1a 336 (D-1) L4 HSS3x3x4 .569 13.5 5 .004 0V 8 25.997 101.016 $ 556 $ 556 2 -H11 -11a 337 (A -1)_L1 HSS5x5x5 681 10.6..16 007 10.8...2 22160.502 217.764 31.602 31.602 2.. H1 -1a 338 (A-1) L2 HSS5x5x4 640 .083 14.007 0 Z 22132.385 178.02 26.255 26.255 1.. H1 -1a 339 (A -1)_L3 HSS4x4x4 619 10.6..16 009 0 Z 12 86.66 139.518 16.181 16.181 2.. H1 -1a 340 (A -1)_L4 HSS3.5x3.. 647 13.5 8 .006 0 Z $ 43.385 120.474 12.075 12.075 2.. H1 -1a 341 (A -4)_L1 HSS4.5x4.. .653 10.6...14 008 10.8...2 24109.675 158.976 20.907 20.907 2.. H1 -1a 342 (A-4) L2 HSS4x4x4618 •063 13 007 0 Z 24 86.665 139.518 16.181 16.181 1.. H1 -1a 343 (A -4)_L3 HSS3.5x3.. .531 10.6...15 009 0 Z 10 63.755 120.474 12.075 12.075 2...H1 -1a 344. (A -4)_L4 HSS3x3x4 654 13.56 .006 O Z 8 25.997 101.016 $ 556 8.556 2 .. H1 -1a 345 (B -4)_L1 HSS4x4x4 736 0 14.001 0 V 21 86.663 139.518 16.181 16.181 2.. H1 -1a 346 (B -4)_L2 HSS3.5x3.. 684 .083 16.001 O v2363.76,120.474 12.075 12.075 1.. H1 -1a 347 (B -4)_L3 HSS3x3x4 571 10.6...14 •001 O V 21 41.462 101.016 8.556 8.556 2 .. H1 -1a 348 (B -4)_L4 HSS3x3x4 .333 0 8.001 0 V $ 25.997 101.016 $ 55J56 8.556 2 .. H1 -1a 349 (5)238_L1 HSS3x3x4 •888 0 24.001 0 Z 241 41.465 101.016 $ 556 8.556 1.. H1 -1a 350 (5)238L2 HSS3x3x4 .489 •063 24 .000 0 Z 24 41.466 101.016 $ 556 8.556 1.. H1 -1a 351 (5)238_L3 HSS3x3x4 .233 0 161.001 0 Z 24 41.462 101.016 $ 556 8.556 2.. H1-1 a 352 (5)238_L4 HSS3x3x4 .130 0 71.000 0 Z 24 25.997 101.016 $ 556 $ 556 353 (6)239_L1 HSS3x3x4 365 10.8...14 •001 0 Z 24 41.466 101.016 $ 556 8.5561 .. H1 -1a 354 (6)239_L2 HSS3x3x4 .362 0 14.000 0 Z 26 41.466 101.016 8.556 8.5561 .. H1 -1a 355 (6)239_L3 HSS3x3x4 .263 0 16.000 0 Z 24 41.462 101.016 $ 556 8.556 2.. Hl -la 3556 (6)239_L4 HSS3x3x4 .164 0 8.000 0 Z 24 25.997 101.016 $ 556 8.556 1.. 1-1b* 357 (7)241_L1 HSS3x3x4 .857 0 1221.001 0 Z 26 41.465 101.016 8.556 $.5561.. H1 -1a 358 (7)241_L2 HSS3x3x4 •468 .083 22.000 O Z 26 41.466 101.016 $ 556 8.556 1 -.[HI -la 359 (7)241_L3 HSS3x3x4 .218 0 14.001 0 Z 26 41.462 101.016 $ 5556 8.556 2.. H1 -1a 360 (7)241_L4 HSS3x3x4 .145 0 8.000 0 Z 28 25.997 101.016 $ 556 8.556 1.. 1-1b* 361 (A)242_L1 HSS3x3x4 .134 0 16.001 10.8...2 22 41.465 101.016 $ 556 8.556 2.. 1-1 b* 362 (A)242 L2 HSS3x3x4 .091 0 16.001 0 Z 22 41.466 101.016 $ 556 $ 556 1.. 1-1b* 363 (A)242_L3 HSS3x3x4 .054 0 14.001 0 Z 24 41.462 101.016 $ 5556 $ 5556 2-1111-1 b* 364 (A) 242L4 HSS3x3x4 .048 0 8.000 0 -1b* Z 8 25.997 101.016 $ 556 $.55671H11 365 (C)243_L1 HSS3x3x4 .448 0 16.000 0 23 41.465 101.016 $.556 $.556-1a RISA -3D Version 14.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 30 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Envelope A/SC 14th(360-10): LRFD Steel Code Checks (Continueao RAcmhar Ch.na (:r H,- (:hack I nrl I r Shaa I orl I)irl r nhi*Pn.. _ nhi*Pnt_nhi*Mn--- nhi*Mn_. Cb Eon 366 1 (C)243_L2 HSS3x3x4 .303 0 16.000 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 367 (C)243_L3 HSS3x3x4 .168 0 16.000 0 Z 24 41.462 101.016 8.556 8.556 2.. H1-1 b* 368 (C)243_L4 HSS3x3x4 .111 0 6.000 0 Z 24 25.997 101.016 8.556 8.556 1.. 1-1b* 369 (G)247 L1 HSS3.5x3.. .600 0 16.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 370 (G)247 L2 HSS3x3x4 .623 0 16 .000 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 371 (G)247_L3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 8.556 8.556 2.1111-1a 372 (G)247 L4 HSS3x3x4 .213 0 8.000 0 Z,241 25.997 101.016 8.556 8.556 1.. H1 -1a 373 (H)248_L1 HSS3.5x3.. .619 10.6..14 005 10.8...2 124163.758 120.474 12.075 12.075 1.. H1 -1a 374 (H)248_L2 HSS3x3x4 .678 .083 16.005 0 Z 124141.466 101.016 8.556 8.556 1.. H7 -1a 375 (H)248_L3 HSS3x3x4 .411 10.6...14 005 0 Z 122141.462 101.016 8.556 8.55'56 2...H1 -1 a 376 (H)248_L4 HSS3x3x4 264 13.5 6 .003 0 Z 8 25.997 101.016 8.556 8.5562.. H1 -1a 377 (N)255_L1 HSS3.5x3.. .613 10.6..14 005 10.8...2 24 63.758 120.474 12.075 12.075 2.. H1 -1a 378 (N)255_L2 HSS3x3x4 .672 .083 16.005 0 Z 24 41.466 101.016 8.556 8.556 1.. 111-1a 379 (N)255_L3 HSS3x3x4 408 10.6..14 .005 O Z 22 41.462 101.016 8.556 8.5556 2.. 111-1a 380 1(N)255_L4 HSS3x3x4 .242 0 8.003 0 Z 8 25.997 101.016 8.556 8.556 2.. H1 -1a 381 (0)2561-1 HSS3.5x3.. .601 0 16 .001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 382 (0)256L2 HSS3x3x4 .623 0 16 .000 0 Z 28 41.466 101.016 8.556 8.556 1.. M -1 a 383 (0)256L3 HSS3x3x4 .341 0 16.000 0 Z 24 41.462 101.016 8 556 8.55556 2.. H1 -1a 384 (0)256_L4 HSS3x3x4 .212 0 8.000 0 Z 24 25.997 101.016 8.556 8.556 1.. H1 -1a 385 (P)257_L1 HSS3.5x3.. .818 0 23.001 0 23 63.758 120.474 12.075 12.075 2.. H1 -1a 386 (P)257 L2 HSS3x3x4 .715 .083 23 .001 0 23 41.466 101.016 8.556 8.556 1.. H1 -1a 387 (P)257_L3 HSS3x3x4 .319 0 23 ,001 0 23 41.462 101.016 8.556 8.556 2.. H1 -1a 388 (P)257 L4 HSS3x3x4 .215 0 6.000 0 24 25.997 101.016 8.556 8.556 1.. H1 -1a 389 (Q)258 L1 HSS3.5x3.. 333 10.8...15 .001 0 Z 24 63.76 120.474 12.075 12.075 2.. H1 -1a 390 (Q)258 L2 HSS3x3x4 .508 .083 15.001 O 25 41.466 101.016 8.556 8.556 1.. H1 -1a 391 (Q)258 L3 HSS3x3x4 ,341 0 15.000 O 23 41.462 101.016 85556 8.555562.. H1 -1a 392 (Q)258 L4 HSS3x3x4 .212 0 5.000 0 Z 22 25.997 101.016 8.556 8.556 I...141 -1a 393 (R)259_L1 HSS3.5x3.. .731 10.6..21 003 10.8...2 24 63.758 120.474 12.075 12.075 2.. H1 -1a 394 (R)259_L2 HSS3x3x4 .680 .083 211.003 0 Z 23 41.466 101.016 8.556 8.556 1.. H1 -1a 395 (R)259_L3 HSS3x3x4 318 10.6..21 002 0 Z 22 41.462 101.016 8.556 8.556 2.. H1 -1a 396 (R)259_L4 HSS3x3x4 .119 0 6.001 0 Z 8 25.997 101.016 8.556 8.555562.. 1-1 b* 397 (U -9)_L1 HSS3x3x4 662 10.6...16 .003 10.8...2 22 41.465 101.016 8 556 8.5556 2.. H1-1 a 398 (U -9)_L2 HSS3x3x4 .478 .083 14.002 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 399 (U -9)_L3 HSS3x3x4 298 10.6...16 003 0 Z 24 41.462 101.016 8556 8.556 2.. H1 -1a 400 (U -9)_L4 HSS3x3x4 .195 0 61.002 0 Z $ 25.997 101.016 8.556 8.5562.. 1-1b* 401 (4)273_L1 HSS3x3x4 .413 0 161.003 10.8...2 22 41.465 101.016 8.556 8.55556 2.. H1 -1a 402 (4)273_L2 HSS3x3x4 .321 .117 14.002 0 Z 22 41.466 101.016 8.556 8.556 1.. H1 -1a 403 (4)273_L3 HSS3x3x4 .115 0 14.003 0 Z 24 41.462 101.016 8.556 8.5556 2..H1-1 b* 404, (4)273_L4 HSS3x3x4 .098 0 7.001 0 Z 8 25.997 101.016 8.556 8.556 2.. 1-1 b* 405 (1)269 L1 HSS3.5x3.. .551 0 16 .001 0 Z,24, 63.758 120.474 12.075 12.075 1.. H1 -1a 406 (1)269L2 HSS3x3x4 .574 0 16 000 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 407 (1)269L3 HSS3x3x4 .313 0 14.000 0 2 24 41.462 101.016 8.556 8.55612 .. 111-1a 408 (1)269L4 HSS3x3x4 .197 0 5.000 0 Z 24 25.997 101.016 8.556 8.556 409 (J)270_L1 HSS3.5x3.. .551 0 16.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 410 (J)270_L2 HSS3x3x4 .574 0 14 .000 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 411 (J)270_11-3 HSS3x3x4 .313 0 16.000 0 24 41.462 101.016 8.556 8.5556 2.. H1 -1a 412 (J)270 L41 HSS3x3x4 .198 0 5 .8-00t-8124 25.997 101.016 8.556 8 556 1.. 1-1b* RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 31 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check Locr..LCShea...Loc(..DirLCDhi*Pn...ohi*Pnt..ohi*Mn... Dhi*Mn..Cb Ean 413 (K)271_L1 HSS3.5x3.. ,551 0 16.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 414 (x)271 -L2 HSS3x3x4 .574 0 14.000 0 Z 24 41.466 101.016 8.556 8.556 1.. H1 -1a 415 (K)271_L3 HSS3x3x4 .313 0 16.000 0 Z 24 41.462 101.016 8.556 8.556 2.. H1 -1a 416 (K)271_L4 HSS3x3x4 .198 0 5.000 0 Z 24 25.997 101.016 8.556 8.556 1..H1 -IV 417 (L)272_L1 HSS3.5x3.. .551 0 161.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 418 (L)272_L2 HSS3x3x4 ,574 0 14.000 0 Z 24 41.466 101.016 8.556 8.5561 .. 111-1a 419 (L)272_L3 HSS3x3x4 .313 0 16.000 0 Z 24 41.462 101.016 18.556 8.5562.. H1 -1a 420 (L)272 L4 HSS3x3x4 .198 0 5.000 0 Z 24 25.997 101.016 8.556 8.556 1.. 1-1b* 421 (M)273_L1 HSS3.5x3.. ,552 0 16.001 0 Z 24 63.758 120.474 12.075 12.075 1.. H1 -1a 422 (M)273 L2 HSS3x3x4 574 0 14 .000 0 Z 24 41.466 101.016 8.556 8.5%5611-- H7 -1a 423 (M)273_L3 HSS3x3x4 ,314 0 14 .000 0 Z 124, 41.462 101.016 8.556 8.55612... H1 -1a 424 (M)273 L4 HSS3x3x4 .197 0 5.000 0 Z 24 25.997 101.016 8.556 8.556 1.. 1-1b* 425 M534 HSS3.5x3.. .714 0 23.0()5 O V 24 36.987 120.474 12.075 12.075 1.. H1 -1a 426 M535 HSS3.5x3.. 712 14.6.21 005 14.6.. 24 36.987 120.474 12.075 12.075 1.. H1 -1a 427 M536 HSS3x3x4 634 O 123.002 14.6... 21 22.163 101.016 8.556 8.556 2.. H1-1 a 428 M537 HSS3x3x4 772 14.6.211.005 O y 22 22.163 101.016 8.556 8.556 2.. H1 -1a 429 M538 HSS2.5x2.. .590 0 27.002 14.6... 21 11.962 81.558 5.623 5.623 2_H1 -1 a 430 M539 HSS2.5x2.. 892 14.6..21 004 O IV 23 13.356 97.29 6.486 6.486 2.. H1 -1a 431 M540 HSS3x3x4.312 0 21 006 16.8 V 24 16.786 101.016 8.556 8.556 2.. H1 -1a 432 M541 HSS3x3x4 .140 16.8 27.003 O 24 16.786 101.016 8.556 8.556 2.. 1-1 b* 433 M542 HSS3.5x3.. •626 O 1221.005 O y 23 36.987 120.474 12.075 12.075 1.. H1 -1a 434 M543 HSS3.5x3.. 642 14.6..24.005 14.6.. 23 36.987 120.474 12.075 12.075 1.. H1 -1a 435 M544 HSS2.5x2.. ,886 0 22 .002 14.6... 24 13.357 97,28 16.486 6.486 2.. H1 -1a 436 M545 HSS3x3x4 594 14.6.24 002 0y 22 22.163 101.0168.556 8.556 2.. H1 -1a 437 M546 HSS2.5x2.. .491 0 26 .002 14.6... 21 11.962 81.558 5.623 5.623 2.. H1 -1a 438 M547 HSS2.5x2.. .544 14.6.24 ,002 O y 23 11.962 81.558 5.623 5.623 2.. H1 -1a 439 M548 HSS3x3x4O95 0 18.002 16.8 21 16.786 101.016 8.556 8.556 2.. 1-1 b* 440 M549 Hss3x3x4 .116 16.8 20.002 p IV23 16.786 101.016 8.556 8.556 2.. H1 AV 441 F5_M287 W8x10 .015 5.04 7 006 .875 V 8 33.624 133.2 6.119 32.871 1.. H1 -1b 442 F5 M288 W8x10 .015 4.875 7 .005 9.75 y g 34.492 133.2 6.119 32.871 1.. H1 -1b 443 F5_M324... W8X1O .015 4.875171.005 9.75 V 8 34.492 133.2 6.119 32.871 1.. H1 -1b 444 F5_M325.. W8X1O .015 5.04 51.007 9.875 g 33.624 133.2 6.119 32.871 1.. H1 -1b 445 F5_M326... W8X1O .030 4.875 6 ,012 9.75 V g 34.492 133.2 6.119 32.871 1.. H1 -1b 446 F5 -M334•• W8x10 .310 5.18 6 .104 9.75 V 6 34.492 133.2 6.119 32.871 1.• H1 -1b 447 F5_M335... W8X1O .015 4.9387 .006 0 V 8 33.624 133.2 6.119 32.871 1.. H1 -1b 448 F5 M336••• MAO .015 4.9387 .006 0 V 8 33.624 133.2 6.119 32.871 1_11-1111-11b 449 F5_M378 W8X1O .015 4.87517 005 9.75 8 34.492 133.2 6.119 32.871 1..[H1 -1b 450 F5 M379 W8x10 .015 4.875 7_005.9.75 6 34.492 133.2 6.119 32.871 1.. H1 -1b 451 F5_M387 W8x10 .216 6.5888 .054 0 V 6 18.888 133.2 6.119 32.871 1.. H1 -1b 452 F5 M388 W8x10 .309 7.8758 .064 0 7 13.218 133.2 6.119 32.871 1.. H1 -1b 453 F4_M289 W8x10 .042 4.938 23.016 0 V 24 33.624 133.2 6.119 32.871 1.. H1-1 b 454 F4_M324... MAO .041 4.87521 .014 0 V 22 34.492 133.2 6.119 32.871 1.. H1-1 b 455 F4_M325... W8X1O .041 4.87521 .014 O V 24 34.492 133.2 6.119 32.871 1.. H1 -1b 456F4M326.. W8x10 .042 4.93821 .017 0 y 24 33.624 133.2 6.119 32.871 1.. H1 -1b 457 F4_M334... W8X1O .041 4.87521 ,015 9.75 V 12 34.492 133.2 6.119 32.871 1.. H1 -1b 458 Fa M335... W8x10 .640 5.1821 229 9.75 22 34.492 133.2 6.119 32.871 1.. H1 -1b 459 F4 -M336••• W8x10 .042 •93823 016 0 24 33.928 133.2 16.119132.871 1.. H1 -1b RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 32 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continued Member ShanP Code Check LocL.LCShea...Lod..DirLCDhi*Pn ... Dhi*Pnt..Dhi*Mn... Dhi*Mn..Cb Eqn 4601 F4 M362 W8x10 .041 .87523.014 O v 123134-492 133.2 6.119 32.871 1.. H1 A b 461 F4_M368 W8x10 .041 .875 23 .014 O V 124134.492 133.2 6.119 32.871 1.. HI -1b 462 F4 M369 W8x10 .042 .93821 .016 O V 24 33.624 133.2 6.119 32.871 1-11-111-11b 463 F4_M328... W8x1O .246 4.93 24 .082 0 23 33.732 133.2 6.119 32.871 1.. H1 -1b 464 F4 M377 W8x10 .410 6.49716 .115 •745 16 34.527 133.2 6.119 32.871 1.. H1 -1b 465 F4_M378 W8x10 .215 4.609 91.076 0 23 38.594 133.2 6.119 32.871 1.. H1 -1b 466 F3 -M287 W8x1O .042 4.938 23.016 O 24 33.624 133.2 6.119 32.871 11-11-11-1b 467 F3_M288 W8x10 .041 .875 231.014 0 V 24 34.492 133.2 6.119 32.871 1.. H1-1 b 468 F3 M289 W8x1O 1 .041 .87521 .0141 O 24 34.492 133.2 6.119 32.871 1.. H1-1 b 469 F3 M291 W8x10 .042 .93821 .016 O V 24 33.624 133.2 6.119 32.871 1.. H1-1 b 470 F3 M299 W8x1O .041 .87521 .015 O 16 34.492 133.2 6.119 32.871 11-1.11-111-1b 471 F3_M324... W8x1O .646 5.16921 229 9.729 v 22 34.64 133.2 6.119 32.871 1.. H1-1 b 472 F3 M325.. W8x1O .042 4.9381231.016 O 24 33.624 133.2 6.119 32.871 1.. H1-1 b 473 Fs -M326... W8x1O .041 4.875 211.014 O 24 34.492 133.2 6.119 32.871 1.. H1-1 b 474 F3 M334.. W8x1O .041_4.87521 .014 0 y 24 34.492 133.2 6.119 32.871 1.. H1-1 b 475 F3_M335... W8x1O .042 4.938 21 .016 O V 24 33.624 133.2 6.119 32.871 1.. H1-1 b 476 F3 M373 W10x15 535 10.0.. 22 153 13.1... 14 26.118 198.45 8.625 60 1.. H1 -1b 477 F3_M374 W1 4X22 .398 6.398 24 .101 O V 13 44.27 292.05 16.462 124.51 .. H1-1 b 478 F2 M283 W8x1O .042 4.927211,016 0 Y 24 33.766 133.2 6.119 32.871 1.. H1 -1b 479 F2 -M284 W8x1O .041 4.865 231.014 0 v 24 34.64 133.2 6.119 32.871 1.. H1-1 b 480 F2_M285 W8x1O .041 4.865 211.014 0 y 24 34.64 133.2 6.119 32.871 1.. H1 -Ib 481 F2_M287 W8x1O .042 4.927 23.016 0 24 33.766 133.2 6.119 32.871 1.. 11-111-11b, 482 F3 M288 W8x1O .638 5.15814.228 P.708 V rz 34.788 133.2 6.119 32.871 1.. H1 -1b 483 F2_M289 W8x1O .041 4.86514 .015 9.729 V 24 34.64 133.2 6.119 32.871 1.. H1 -1b 484 F2 M290 W8x1O .042 4.927 21 .016 0 V 24 33.766 133.2 6.119 32.871 1-11-111 -1 b 485 F2_M291 W8x10 .041 4.865 23 .014 0 V 24 34.64 133.2 6.119 32.871 1.. H1-1 b 486 F2 M324.• W8x1O .041 4.86521 .014 0 V 21 34.64 133.2 6.119 32.871 11-11-111-11b 487 F2_M325... W8x1O .042 •927 23 .016 O V 24 33.766 133.2 6.119 32.871 1.. H11 -1b 488 F2_M375 W8x1O .439 .588 24 .109 13.1.. 22 18.888 133.2 6.119 32.871 1.. HI -1b 489 F2_M376 W10x12 .441 •875 22 .094 0 23 13.787 159.3 6.45$ 46.904 1.. H11 - b 490 (H -2)-L1 HSS4x4x4 757 10.6..14 004 10.8..Z 24 86.663 139.518 16.181 16.181 1.. H1 -1a 491 (H -2)_L2 HSS3.5x3.. 732 .083 161.004 0 z 24 63.76 120.474 12.075 12.075 1.. H1-1 a 492 (H -2)_L3 HSS3x3x4 .626 10.6..14.005 O Z 22 41.462 101.016 8.556 8.5562.. H1 -1a 493 (Q)264 L1 HSS3.5x3.. .739 0 21 .001 0 21 63.758 120.474 12.075 12.075 2.. H1 -1a 494 (Q)264 L2 HSS3x3x4 .610 .1 21 .001 O 22 41.466 101.016 8.556 8.556 1.. H1 -1a 495 (Q)264 L3 HSS3x3x4 264 10.6..21 001 Q V 21 41.462 101.016 $ 556 8.556 2.. H1 -1a 496 (Q)264 L4 HSS3x3x4 .121 0 5.000.. 0 24 25.997 101.016 8.556 8.556 1.. 1-1b* 497 (P)265 L1 HSS3x3x4 319 10.6...15 ,001 O V 23 41.466 101.016 8.556 8.556 2-11-111 -1 a 498 (P)265 L2 HSS3x3x4 .315 .4 15.000 O V 27 41.466 101.016 8.556 8.556 1-11-111-11a 499 (P)265 -L3 HSS3x3x4 .229 0 15.000 0 23 41.462 101.016 8.556 8.556 2.. 11-111-11a 500 (0)266 L1 HSS3.5x3.. .767 0 23.001 0 23 63.758 120.474 12.075 12.075 2-11-111-11a 501 (0)266L2 HSS3x3x4 .637 .1 23.001 O y 24 41.466 101.016 8.556 8.556 1.. H1 -1a 502 (0)266L3 HSS3x3x4 .276 10.5. 231.001 O Y 23 41.462 101.016 8.556 8.556 2-11-111 -1 a 503 (H -1)_L1 HSS3x3x4 652 10.5 ... 161.003 10.8...Z 22 41.465 101.016 $ 556 8.556 2.. H1-1 a 504 (H -1)_L2 HSS3x3x4 .469 .15 14.003 0 Z 22 41.466 101.016 8.556 8.556 1-11-111-11a 505 (H -1) _L3 HSS3x3x4 291 10.5...16 0()4 Q Z 24 41.462 101.016 8.556 8.556 2.. H1 -1a 506 (G)268 L1 HSS3.5x3.. 738 0 21 001 0 21 63.758 120.474 12.075 12.075 2.. H1 -1a RISA -3D Version 14.0.1 [HA ... \...\...\... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 33 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continued Member Shape Code Check Loc[..LCShea...Loc[..DirLCphi*Pn ... phi*Pnt..phi*Mn... phi*Mn..Cb Ean 507 (G)268 L2 HSS3x3x4 .611 .23321 .001 O V 122141.466 101.016 8.556 8.556 1.. H1 -1a 508 (G)268 L3 HSS3x3x4 .264 10.5. 21 ,001 0 V121141.462 10 1.0 16 8.556 8.5562.. H1 -1a 509 (F)269 L1 HSS3x3x4 319 10.8... 15.001 0 y 23 41.466 101.016 8.556 8.556 2.. H1-1 a 510 (F)269 L2 HSS3x3x4 .316 .15 15 .000 O V 27 41.466 101.016 8.556 8.556 1•• H1 -1a 5511 1 (F)269 L3 HSS3x3x4 229 O 15 000 0 23 41.462 101.016 8 556 8.55612--r H1 -1a 512 (E)270_L1 HSS3.5x3.. .766 0 23.001 0 y 23 63.758 120.474 12.075 12.075 2.. H1 -1a 5513 (E)270_L2 HSS3x3x4 .637 .1 23.001 O V,24,41.466 101.016 8.556 8.5556 1.. H1 -1a 514 (E)270 L3 HSS3x3x4 277 10.5..23 .001 0 23 41.462 101.016 8.556 8.556 2 .. H1 -1a 515 CS270 L1 HSS3x3x4 .745 0 16.001 10.6...2 24 41.465 101.016 8.556 8.556 1.. H1 -1a 516 CS270L2 HSS3x3x4 .191 0 61.000 O Z 24 25.997 101.016 8.556 8.556 11-11141-11V 517 CS281_L1 HSS2.25x. .593 0 14.002 0 z 10 15.58 72.036 4.416 4.416 2-11-11-11 a 518 (6)282_L1 HSS2x2x4 709 10.6..15 .001 0 z 8 10.299 62.514 3.326 3.326 1-11-111 A a 519 1 M520 HSS3.5x3.. .8055 0 21 .0()51 0 V 24 36.987 130.95 13.125 13.125 1.. H1 -1a 520 M521 HSS3.5x3.., 826 14.6. 23 005 14.6...v 24 36.987 130.95 13.125 13.125 1.. H1 -1a 521 M522 HSS3x3x4 ,883 0 21 .002 14.6... 23 22.163 109.8 9.3 9.3 2.. H1 -1a 522 M523 HSS3x3x4 9255 14.6.23.002 0 y 21 22.163 109.8 9.3 9.3 2-11-111 -1 a 523 M524 HSS2.5x2.. 900 0 21 002 14.6... 23 11.962 88.65 6.113 6.113 2.. H1-1 a 524 M525 HSS2.5x2.. .964 14.6..23 002 0 V 22 11.962 88.65 6.113 6.113 2.. H1 -1a 525 M526 HSS3x3x4 .2855 0 25.002 16.8 v 22 16.786 109.8 9.3 9.3 2.. H1 -1a 526 M527 HSS3x3x4 .297 16.8 27 .002 0 V 22 16.786 109.8 9.3 9.3 2 -HI -1a 527 M527A HSS3.5x3.. .807 0 21 .004 0 24 36.987 120.474 12.075 12.075 1.. H1 -1a 528 M528 HSS3.5x3.. 828 14.6..23 004 14.6.. 24 36.987 120.474 12.075 12.075 1.. H1 -1a 529 M529 HSS3x3x4 ,885 0 21 .002 14.6... 23 22.163 10 1.0 16 8.556 8.556 2.. H1 -1a 530 M530 HSS3x3x4 927 14.6.23 002 0 21 22.163 101.016 8.556 8.556 2.. H1 -1a 531 M531 HSS3x3x4 286 0 25.002 16.8 V 22 16.786 101.016 8.556 8.556 2.. H1 -1a 532 M532 HSS3x3x4 299 16.8 27.002 0 V 22 16.786 101.016 8.556 8.5562 -Al -la 533 M533 HSS2.5x2.. .902 0 21 .002 14.6... 23 11.962 81.558 5.623 5.6232•• H1 -1a 534 M534A HSS2.5x2.. .967 14.6..23.002 0 y 22 11.962 81.558 5.623 5.623 2.. H1 -1a 535 (H -2)_L4 HSS3x3x4 ,3551 13.5 81,002 0 z 8 25.997 101.016 8.556 8.5556 1.. H1 -1a Masonry Wall Reinforcement RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 34 Galloway Stor-Al Wheat Ridge, CO: Feb 21, 2017 Masonry Wall Reinforcement (Continued) Wall Ren inn Hor. Bar Size Vert. Bar Size Boundary Reinf 15 R4 Not Reqd. #5 16" oc ctr 246 16 R5 Not Reqd. #5016' oc ctr 246 17 W9 R2 #5 48 oc #5(a-)16' oc ctr 446 18 R3 Not Reqd. #50)-16' oc ctr 246 19 R4 Not Reqd. #5 16" oc ctr 246 20 R5 Not Reqd. #5 16" oc ctr 246 21 W10 R2 #5 48 oc #5 16" oc ctr 446 22 R3 Not Reqd. #5 16' oc ctr 246 23 R4 Not Reqd. #5 16" oc ctr 246 24 R5 Not Reqd. #5 16" oc ctr 246 25 W11 R2 #5 48 oc #5006' oc ctr 446 26 R3 Not Reqd. #5006' oc ctr 246 27 R4 Not Reqd. #5 16' oc ctr 246 28 R5 Not Reqd. #5a-1 6' oc ctr 246 29 W12 R2 #50-D-48 oc #5 16' oc ctr 446 30 R3 Not R d. #5 16" oc ctr 246 31 R4 Not Reqd. #5 16" oc ctr 246 32 R5 Not Reqd. #5 16" oc ctr 246 33 WP9 R2 Over Allowable #5 16" oc ctr 1046 34 R3 Not Reqd. #5 16" oc ctr 246 35 R4 Not Reqd. #5 16" oc ctr 246 36 R5 Not R d. #5 16" oc ctr 246 37 WP10 R2 Over Allowable #5 16" oc ctr 1046 38 R3 Not Reqd. #5(&-16' oc ctr 246 39 R4 Not Reqd. #5 16" oc ctr 246 40 R5 Not Reqd. #5 16" oc ctr 246 41 WP11 R2 Over Allowable #5 16" oc ctr 1046 42 R3 Not Reqd. #5 16" oc ctr 246 43 R4 Not R d. #5 16" oc ctr 246 44 R5 Not Read. #5 16" oc ctr 246 45 WP12 R2 Over Allowable #5 16' oc ctr 1046 46 R3 #5 48 oc #5a-1 6' oc ctr 246 47 R4 Not Reqd. #5 16' oc ctr 246 48 R5 Not Reqd. #5 16" oc ctr 246 RISA -3D Version 14.0.1 [HA ... \... \... \... \RISA Model\Stor-All Wheat Ridge - Take 4.rfl] Page 35 Ga' owa Plam-ma_ h-chatemure Pnu r:eeri m . EAki :2 0 DIM Pro ect Name: Pro'ect Number Date: B Sheet: Stor-All - WHEATRIDGE, CO SAS000002 2/22/2017 1 Page 16 of 16 L- Z Engineer Note: Loads from Columns that sit on isolated footings were omitted from RISA mat slab analysis since these footings are isolated from slab. See ENERCALC spread footing calculations after RISA Foundation report. Loads: LC 1, Service Results for LC 1, Service Galloway T. Harrinc SAS002 Stor-All Wheat Ridge, CO SK- 11 Stor-All Wheat Ridge - Take 4.rf1 SW Frown 2.53 = 232 1� 1"2 A WI 0 `T�2 tS1 N300 ' ,.1� ......... NA13 -N . N356 '1 N355 _z_N39a . \_i _z_N3sz _NAss �..'" f rvaas {, I 14R,2 Naaa N 35 2 N384 \ e Niu \,i .PRN8�1340 q.. ._.....__._ �. �......� N317 N414 *Nd 8 N416 N315 Results for LC 1, Service Galloway SK -10 T. Harrington Stor-All Wheat Ridge, CO SAS002 Stor-All wheat Ridge - Take 4.rfl Galloway Stor-Al W heat Ridge, CO : Feb 21, 2017 (Global) Model Settings Display Sections for Member Calcs 5 Max Intemal Sections for Member CaIAOO 4 Mesh Size in 12 Sub rade Modulus k/ft^3 100 Allowable Bearing ks Gross Allows .65 Max Iterations 10 Mere Tolerance in .12 Solver Sparse Accelerated Coefficient of Friction .3 No. of Shear Regions 4 Shear Region Spacing Increment in 4 Min 1 Bar Dia Spacing for Beams? No Optimize footings for OTM / Sliding? No Parme Beta Factor .65 Concrete Stress Block Rectangular Concrete Rebar Set ASTM A615 Concrete Code ACI 318-11 Concrete Properties I ahal E NO G rksl Nu Therm (\1 E.. Densitvrk/ft... fcrksil Lambda Flex Steel(... Shear Stee 1 IConc3OO0NW 3156 1372 .15 .6 .145 3 1 60 60 2 Conc3500NW 3409 1482 .15 .6 .145 3.5 1 60 60 3 Conc4000NW 3644 1584 .15 .6 .145 4 1 60 60 4 Conc3000LW 2085 907 .15 .6 .11 3 .75 60 60 5 Conc3500LW 2252 979 .15 .6 .11 3.5 .75 60 60 6 Conc4000LW 2408 1047 .15T .6 .11 4 .75 60 60 Slab Rebar Parameters Label Top Bar Bottom Bar Max Top Bar S... Min T Bar S ... Max Bot Bar S. -Min Bot Bar S... SDacinq In... Rebar Options 1 1 Canopy_#5 #8 18 3 18 3 2 Optimize 2 Lateral Bra.#5 #5 18 3 18 3 2 Optimize 3 U1 #5 #8 18 3 18 3 2 Optimize 4 Heavy Low... #5 #5 18 3 18 3 1 Optimize 5 Low cagy... #5 #5 18 3 18 3 1 Optimize 6 High colu... #5 #5 18 3 18 3 1 Optimize 7 Floor Beams #5 #5 18 3 18 3 1 Optimize 8 Roof Beams #5 #5 18 3 18 3 1 Optimize Slabs Label Thicknessfinl Material Local Axis An I d 1 S1 12 Conc4000NW 0 RISAFoundation Version 8.0.1 [HA ... \... \... \... \... \Stor-AII Wheat Ridge - Take 4.rfl] Page 1 Galloway Stor-AII Wheat Ridge, CO: Feb 21, 2017 Soil Regions Label Sub rade Modulus k/ft^3 Allowable Bearingks 1 SR1 65 3.5 Load Combinations Label S... Servi... A... SF Cat ... Fac..Cat ... Fac ... Cat ... Fac ... Cat ... Fac ... Cat ... Fac ... Cat ... Fac ... Cat ... Fac ... Cat ... Fac ... Cat ... Fac.. Cat... Fac. 1 1 Service Yesj Yes DL 1 ILLSI 1 IHL1 2 1 Strength esj I I I DL 11.21 ILLS 1.6 HL 11.61 Area Loads (Cat 7: LLS) Label Base Mag[ksfl Peak Ma-q[ksfl 1 AU .125 .125 Envelope Slab Soil Pressures Label UC LC Soil Pressure[ksfl Allowable Bearinqrksfl Point 1 S1 1.671 1 1 5.849 3.5 N471 RISAFoundation Version 8.0.1 [H:\ ... \... \... \... \... \Stor-AII Wheat Ridge - Take 4.rfl] Page 2 Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 11:13AM General Footing File =H:\Stor-AIAC0_WHE-113D39D-1.PER13C6F5-1.14B\STOR-A-I.EC6 g ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing A-1 Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2015 Increases based on footing Depth General Information Reinforcing Bar Size = Material Properties Min Steel % Bending Reinf. f : Concrete 28 day strength = 3.0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,372.17 ksi Concrete Density = 150.0 pcf N Values Flexure = 0.90 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Shear = 0.750 Increases based on footing Depth Analysis Settings Reinforcing Bar Size = Footing base depth below soil surface Min Steel % Bending Reinf. = Allow press. increase per foot of depth Min Allow % Temp Reinf. = 0.00180 when footing base is below Min. Overturning Safety Factor = 1.0 :1 0.0 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes when max. length or width is greater than Add Pedestal Wt for Soil Pressure No 0.0 Use Pedestal wt for stability, mom & shear No 0.0 Dimensions Width parallel to X -X Axis = 5.0 ft Length parallel to Z -Z Axis = 5.0 ft Footing Thickness = 18.0 in Pedestal dimensions... px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in Height - 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis _.__....._..._..-_..---_Lr......__........_...--.--.._--___.___..--..___.-S-. Number of Bars = 6.0 Reinforcing Bar Size = # 6 Bars parallel to Z -Z Axis _._.__._-H.-_.__.._.__._.._.- Number of Bars = ----_- = 33.275 Reinforcing Bar Size = 52.50 6.0 # 6 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a ADDlied Loads 3.50 ksf Yes = 250.0 pcf 0.30 3.0 ft 0.0 ksf 0.0 ft i F6-#6Baa I 6-NBBars 0.0 ksf 0.0 ft _.__....._..._..-_..---_Lr......__........_...--.--.._--___.___..--..___.-S-. ----_-- W___.___ -...__...E.._..__.___.. --- _._.__._-H.-_.__.._.__._.._.- P : Column Load ----_- = 33.275 0.0 52.50 0.0 0.0 0.0 0.0 k OB : Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf M-xx = -0.4980 0.0 -0.8660 0.0 0.0 0.0 0.0 k -ft M-zz = -0.3680 0.0 _ -0.6030 0.0 _ _ 0.0 0.0 0.0 k -ft V -x _ 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 k V -z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Printed. 22 FEB 2017, 11.13AM Footing 3.725 n/a File=H:\Stor-AIRCO_WHE-1\3D39D-1.PER\3C6F5-1.14B\STOR-A-I.EC6General ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver:6.17.1.16 1.580 r.r11271 n/a n/a Licensee: GALLOWAY & COMPANY, 3.725 n/a -0.1791 3.720 3.592 n/a Description : Footing A-1 X -X, +D+Lr+H 3.725 n/a -0.1536 DESIGN SUMMARY 1.532 n/a n/a 01mrs W01 X -X, +D+S+H Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9987 Soil Bearing 3.720 ksf 3.725 ksf +D+L+H about X -X axis PASS 167.522 Overturning - X -X 1.364 k -ft 228.50 k -ft +D+L+H PASS 235.324 Overturning - Z -Z 0.9710 k -ft 228.50 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2852 Z Flexure (+X) 9.815 k -ft 34.410 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2910 Z Flexure (-X) 10.013 k -ft 34.410 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2841 X Flexure (+Z) 9.775 k -ft 34.410 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2922 X Flexure (-Z) 10.054 k -ft 34.410 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2485 1 -way Shear (+X) 20.416 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2543 1 -way Shear (-X) 20.894 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2473 1 -way Shear (+Z) 20.318 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2555 1 -way Shear (-Z) 20.992 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3642 2 -way Punching 59.840 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Actual 1 Allow Ratio X -X, +D+H 3.725 n/a -0.1536 1.580 1.532 n/a n/a 0.424 X -X, +D+L+H 3.725 n/a -0.1791 3.720 3.592 n/a n/a 0.999 X -X, +D+Lr+H 3.725 n/a -0.1536 1.580 1.532 n/a n/a 0.424 X -X, +D+S+H 3.725 n/a -0.1536 1.580 1.532 n/a n/a 0.424 X -X, +D+0.750Lr+0.750L+H 3.725 n/a -0.1759 3.185 3.077 n/a n/a 0.855 X -X. +D+0.750L+0.750S+H 3.725 n/a -0.1759 3.185 3.077 n/a n/a 0.855 X -X, +D+0.60W+H 3.725 n/a -0.1536 1.580 1.532 n/a n/a 0.424 X -X, +D+0.70E+H 3.725 n/a -0.1536 1.580 1.532 n/a n/a 0.424 X -X, +D+0.750Lr+0.750L+0.450W+H 3.725 n/a -0.1759 3.185 3.077 n/a n/a 0.855 X -X, +D+0.750L+0.750S+0.450W+H 3.725 n/a -0.1759 3.185 3.077 n/a n/a 0.855 X -X, +D+0.750L+0.750S+0.5250E+H 3.725 n/a -0.1759 3.185 3.077 n/a n/a 0.855 X -X, +0.60D+0.60W+0.60H 3.725 n/a -0.1536 0.9477 0.9195 n/a n/a 0.254 X -X, +0.60D+0.70E+0.60H 3.725 n/a -0.1536 0.9477 0.9195 n/a n/a 0.254 Z -Z, +D+H 3.725 -0.1135 n/a n/a n/a 1.573 1.539 0.422 Z -Z, +D+L+H 3.725 -0.1275 n/a n/a n/a 3.702 3.610 0.994 Z -Z, +D+Lr+H 3.725 -0.1135 n/a n/a n/a 1.573 1.539 0.422 Z -Z, +D+S+H 3.725 -0.1135 n/a n/a n/a 1.573 1.539 0.422 Z -Z, +D+0.750Lr+0.750L+H 3.725 -0.1257 n/a n/a n/a 3.170 3.092 0.851 Z -Z, +D+0.750L+0.750S+H 3.725 -0.1257 n/a n/a n/a 3.170 3.092 0.851 Z -Z, +D+0.60W+H 3.725 -0.1135 n/a n/a n/a 1.573 1.539 0.422 Z -Z, +D+0.70E+H 3.725 -0.1135 n/a n/a n/a 1.573 1.539 0.422 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.725 -0.1257 n/a n/a n/a 3.170 3.092 0.851 Z -Z, +D+0.750L+0.750S+0.450W+H 3.725 -0.1257 n/a n/a n/a 3.170 3.092 0.851 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.725 -0.1257 n/a n/a n/a 3.170 3.092 0.851 Z -Z, +0.60D+0.60W+0.60H 3.725 -0.1135 n/a n/a n/a 0.9440 0.9232 0.253 Z -Z, +0.60D+0.70E+0.60H 3.725 -0.1135 n/a n/a n/a 0.9440 0.9232 0.253 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+H 0.4980 k -ft 97.250 k -ft 195.281 OK X -X, +D+L+H 1.364 k -ft 228.50 k -ft 167.522 OK X -X. +D+Lr+H 0.4980 k -ft 97.250 k -ft 195.281 OK X -X, +D+S+H 0.4980 k -ft 97.250 k -ft 195.281 OK X -X, +D+0.750Lr+0.750L+H 1.148 k -ft 195.688 k -ft 170.534 OK X -X, +D+0.750L+0.750S+H 1.148 k -ft 195.688 k -ft 170.534 OK X -X, +D+0.60W+H 0.4980 k -ft 97.250 k -ft 195.281 OK X -X, +D+0.70E+H 0.4980 k -ft 97.250 k -ft 195.281 OK X -X, +D+0.750Lr+0.750L+0.450W+H 1.148 k -ft 195.688 k -ft 170.534 OK X -X, +D+0.750L+0.750S+0.450W+H 1.148 k -ft 195.688 k -ft 170.534 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project Descr: 4 -Story Self Storage Facility Project ID: SAS002 Pnnted: 22 FEB 2017. 11:13AM General Footing File=H:\Sbr-AIRCO_WHE-113D39D-1.PER13C6F5-1.14B1STOR-A-I.EC6 g ENERCALC, INC. 1983.2017, Buikt:6.17.1.16, Vec6.17.1.16 Description : Footing A-1 Overturning Stability Rotation Axis & Load Combination... X -X, +D+0.750L+0.750S+0.5250E+H X -X, +0.60D+0.60W+0.601-1 X -X, +0.60D+0.70E+0.601-1 Z -Z, +D+H Z -Z, +D+L+H Z -Z, +D+Lr+H Z -Z, +D+S+H Z -Z, +D+0.750Lr+0.750L+H Z -Z, +D+0.750L+0.750S+H Z -Z, +D+0.60W+H Z -Z, +D+0.70E+H Z -Z, +D+0.750Lr+0.750L+0.450W+H Z -Z, +D+0.750L+0.750S+0.450W+H Z -Z. +D+0.750L+0.750S+0.5250E+H Z -Z. +0.60D+0.60W+0.60H Z -Z, +0.60D+0.70E+0.60H Overturning Moment Resisting Moment Stability Ratio Status 1.148 k -ft 195.688 k -ft 170.534 OK 0.2988 k -ft 58.350 k -ft 195.281 OK 0.2988 k -ft 58.350 k -ft 195.281 OK 0.3680 k -ft 97.250 k -ft 264.266 OK 0.9710 k -ft 228.50 k -ft 235.324 OK 0.3680 k -ft 97.250 k -ft 264.266 OK 0.3680 k -ft 97.250 k -ft 264.266 OK 0.8203 k -ft 195.688 k -ft 238.571 OK 0.8203 k -ft 195.688 k -ft 238.571 OK 0.3680 k -ft 97.250 k -ft 264.266 OK 0.3680 k -ft 97.250 k -ft 264.266 OK 0.8203 k -ft 195.688 k -ft 238.571 OK 0.8203 k -ft 195.688 k -ft 238.571 OK 0.8203 k -ft 195.688 k -ft 238.571 OK 0.2208 k -ft 58.350 k -ft 264.266 OK 0.2208 k -ft 58.350 k -ft 264.266 OK All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in^2 in"2 in"2 k -ft X -X, +1.40D+1.60H 3.678 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.40D+1.60H 3.776 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 9.775 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 10.054 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60L+0.50S+1.60H 9.775 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60L+0.50S+1.60H 10.054 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 5.222 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 5.367 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 3.152 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 3.236 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+1.60S+1.60H 5.222 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+1.60S+1.60H 5.367 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60S+0.50W+1.60H 3.152 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+1.60S+0.50W+1.60H 3.236 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 5.222 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 5.367 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 5.222 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 5.367 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 5.222 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 5.367 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +0.90D+W+0.90H 2.364 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +0.90D+W+0.90H 2.427 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +0.90D+E+0.90H 2.364 +Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK X -X, +0.90D+E+0.90H 2.427 -Z Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.40D+1.60H 3.763 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.40D+1.60H 3.691 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 10.013 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 9.815 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 10.013 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 9.815 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 5.347 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 5.242 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 3.225 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 3.163 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 5.347 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 5.242 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 3.225 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 11:13AM General FootingFile=H:\Stor-AIACO WHE-1\3D39D-1.PER\3C6F5-1.14B\SMR-A-I.EC6 ENERCAIC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing A-1 Z -Z, +1.20D+1.60S+0.50W+1.60H 3.163 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Pnnted: 22 FEB 2017, 11 13A General Footin File =H:\Stor-AIRC0_WHE-113D39D-1.PER13C6F5-1.14B15TOR-A-I.EC6 g ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 0,011271 Licensee: GALLOWAY & COMPANY, Description : Footing A-1 Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in"2 in"2 in"2 k -ft Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 5.347 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z. +1.20D+0.50Lr+0.50L+W+1.60H 5.242 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 5.347 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 5.242 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 5.347 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 5.242 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +0.90D+W+0.90H 2.419 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +0.90D+W+0.90H 2.372 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +0.90D+E+0.90H 2.419 -X Bottom 0.3888 Min Temp % 0.5280 34.410 OK Z -Z, +0.90D+E+0.90H 2.372 +X Bottom 0.3888 Min Temp % 0.5280 34.410 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D+1.60H 7.85 psi 7.68 psi 7.88 psi 7.65 Dsi 7.88 psi 82.16 Dsi 0.10 0.00 +1.20D+0.50Lr+1.60L+1.60H 20.89 psi 20.42 psi 20.99 psi 20.32 psi 20.99 Dsi 82.16 Dsi 0.26 0.00 +1.20D+1.60L+0.50S+1.60H 20.89 psi 20.42 psi 20.99 psi 20.32 psi 20.99 Dsi 82.16 psi 0.26 0.00 +1.20D+1.60Lr+0.50L+1.60H 11.16 psi 10.90 psi 11.21 psi 10.86 psi 11.21 psi 82.16 Dsi 0.14 0.0( +1.20D+1.60Lr+0.50W+1.60H 6.73 psi 6.58 psi 6.76 psi 6.55 psi 6.76 psi 82.16 Dsi 0.08 0.0( +1.200+0.50L+1.60S+1.60H 11.16 psi 10.90 psi 11.21 psi 10.86 Dsi 11.21 psi 82.16 Dsi 0.14 0.0( +1.20D+1.60S+0.50W+1.60H 6.73 Dsi 6.58 psi 6.76 psi 6.55 psi 6.76 Dsi 82.16 Dsi 0.08 0.0( +1.20D+0.50Lr+0.50L+W+1.60H 11.16 Dsi 10.90 psi 11.21 psi 10.86 Dsi 11.21 Dsi 82.16 Dsi 0.14 0.0( +1.20D+0.50L+0.50S+W+1.60H 11.16 psi 10.90 psi 11.21 psi 10.86 psi 11.21 Dsi 82.16 psi 0.14 0.0( +1.20D+0.50L+0.70S+E+1.60H 11.16 psi 10.90 psi 11.21 psi 10.86 psi 11.21 psi 82.16 psi 0.14 0.0( +0.90D+W+0,90H 5.05 Dsi 4.94 psi 5.07 psi 4.92 psi 5.07 psi 82.16 psi 0.06 0.0( +0.90D+E+0.90H 5.05 Dsi 4.94 psi 5.07 psi 4.92 psi 5.07 psi 82.16 psi 0.06 0.0( Punching Shear All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.40D+1.60H 22.49 psi 164.32osi 0.1369 OK +1.20D+0.50Lr+1.60L+1.60H 59.84 psi 164.32Dsi 0.3642 OK +1.20D+1.60L+0.50S+1.60H 59.84 psi 164.32psi 0.3642 OK +1.20D+1.60Lr+0.50L+1.60H 31.96 psi 164.32osi 0.1945 OK +1.20D+1.60Lr+0.50W+1.60H 19.28 psi 164.32psi 0.1173 OK +1.20D+0.50L+1.60S+1.60H 31.96 psi 164.32Dsi 0.1945 OK +1.20D+1.60S+0.50W+1.60H 19.28 psi 164.32psi 0.1173 OK +1.20D+0.50Lr+0.50L+W+1.60H 31.96 Dsi 164.32osi 0.1945 OK +1.20D+0.50L+0.50S+W+1.60H 31.96 psi 164.32Dsi 0.1945 OK +1.20D+0.50L+0.70S+E+1.60H 31.96 psi 164.32psi 0.1945 OK +0.90D+W+0.90H 14.46 psi 164.32osi 0.088 OK +0.90D+E+0.90H 14.46 psi 164.32osi 0.088 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Dimensions Width parallel to X -X Axis = 4.0 ft Length parallel to Z -Z Axis = 4.0 ft Z Footing Thickness = 14.0 in ,--- ---- ........... t 4- ..4 ......{...... f -..............t 4 ; %b X Pedestal dimensions... �— — - -- px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in .................. .I...... ......_._... Height - 2.0 in N i m Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in !......................#....................... _.--o ?'-oa II Reinforcing --- ------------------ Bars parallel to X -X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bars parallel to Z -Z Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a -- # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads - -D -— ..._._Lr ... _.. -- — — S --- W....__�_._ E. _.. H P: Column Load = 21.90 32.0 k OB : Overburden = ksf M-xx = 0.4630 0.8040 k -ft M-zz = -0.0570 -0.10 k -ft V -x = k V -z = k Printed: 22 FEB 2017. 11:02AM Footing File=KStor•RCO_WHE-113D39D-1.PER13C6F5-1.14BlSTOR-A-I.EC6General ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 0.0GALLOWAY Description : Footing A-4 Code References Calculations perACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Material Properties Soil Design Values fc : Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 3.50 ksf fy : Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes Ec : Concrete Elastic Modulus = 3,372.17 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff. = 0.30 (P Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 3.0 ft Min Steel % Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.00180 when footing base is below = ft Min. Overturning Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis = 4.0 ft Length parallel to Z -Z Axis = 4.0 ft Z Footing Thickness = 14.0 in ,--- ---- ........... t 4- ..4 ......{...... f -..............t 4 ; %b X Pedestal dimensions... �— — - -- px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in .................. .I...... ......_._... Height - 2.0 in N i m Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in !......................#....................... _.--o ?'-oa II Reinforcing --- ------------------ Bars parallel to X -X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bars parallel to Z -Z Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a -- # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads - -D -— ..._._Lr ... _.. -- — — S --- W....__�_._ E. _.. H P: Column Load = 21.90 32.0 k OB : Overburden = ksf M-xx = 0.4630 0.8040 k -ft M-zz = -0.0570 -0.10 k -ft V -x = k V -z = k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Punted: 22 FEB 2017. 11:02AM C7@Ciera FOOtltl File=H.\Stor-AIRCO_WHE-113D39D-1.PER13C6F5-1.14BV.STOR-A-I.EC6 Footing ENERCALC, INC. 1983.2017, Buikl:6.17.1.16, Ver.6.17.1.16 Description : Footing A-4 DESIGN SUMMARY • Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9962 Soil Bearing 3.661 ksf 3.675 ksf +D+L+H about X -X axis PASS 89.503 Overturning - X -X 1.267 k -ft 113.40 k -ft +D+L+H PASS 722.29 Overturning - Z -Z 0.1570 k -ft 113.40 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.3637 Z Flexure (+X) 5.427 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3661 Z Flexure (-X) 5.463 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3747 X Flexure (+Z) 5.591 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3552 X Flexure (-Z) 5.299 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2669 1 -way Shear (+X) 21.929 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2689 1 -way Shear (-X) 22.094 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2760 1 -way Shear (+Z) 22.679 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2598 1 -way Shear (-Z) 21.344 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3645 2 -way Punching 59.888 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results 3.675 n/a 0.2627 2.945 Soil Bearinq n/a n/a 0.855 X -X, +0.60D+0.60W+0.60H 3.675 Rotation Axis & Load Combination Xecc Zecc Actual Soil Bearing Stress L Location Actual I Allow Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio X -X, +D+H 3.675 n/a 0.2249 1.501 1.586 n/a n/a 0.432 X -X, +D+L+H 3.675 n/a 0.2681 3.427 3.661 n/a nla 0.996 X -X, +D+Lr+H 3.675 n/a 0.2249 1.501 1.586 n/a n/a 0.432 X -X, +D+S+H 3.675 n/a 0.2249 1.501 1.586 n/a n/a 0.432 X -X, +D+0.750Lr+0.750L+H 3.675 n/a 0.2627 2.945 3.142 n/a n/a 0.855 X -X, +D+0.750L+0.750S+H 3.675 n/a 0.2627 2.945 3.142 n/a n/a 0.855 X -X, +D+0.60W+H 3.675 n/a 0.2249 1.501 1.586 n/a n/a 0.432 X -X, +D+0.70E+H 3.675 n/a 0.2249 1.501 1.586 n/a n/a 0.432 X -X, +D+0.750Lr+0.750L+0.450W+H 3.675 n/a 0.2627 2.945 3.142 n/a n/a 0.855 X -X, +D+0.750L+0.750S+0.450W+H 3.675 n/a 0.2627 2.945 3.142 n/a n/a 0.855 X -X, +D+0.750L+0.750S+0.5250E+H 3.675 n/a 0.2627 2.945 3.142 n/a n/a 0.855 X -X, +0.60D+0.60W+0.60H 3.675 n/a 0.2249 0.9006 0.9519 n/a n/a 0.259 X -X, +0.60D+0.70E+0.60H 3.675 n/a 0.2249 0.9006 0.9519 n/a n/a 0.259 Z -Z, +D+H 3.675 -0.02769 nla n/a n/a 1.549 1.539 0.422 Z -Z, +D+L+H 3.675 -0.03323 nla n/a n/a 3.558 3.529 0.968 Z -Z, +D+Lr+H 3.675 -0.02769 n/a n/a n/a 1.549 1.539 0.422 Z -Z, +D+S+H 3.675 -0.02769 n/a n/a n/a 1.549 1.539 0.422 Z -Z, +D+0.750Lr+0.750L+H 3.675 -0.03253 n/a n/a n/a 3.056 3.032 0.832 Z -Z, +D+0.750L+0.750S+H 3.675 -0.03253 n/a n/a n/a 3.056 3.032 0.832 Z -Z. +D+0.60W+H 3.675 -0.02769 n/a n/a n/a 1.549 1.539 0.422 Z -Z, +D+0.70E+H 3.675 -0.02769 n/a n/a n/a 1.549 1.539 0.422 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.675 -0.03253 n/a n/a n/a 3.056 3.032 0.832 Z -Z. +D+0.750L+0.750S+0.450W+H 3.675 -0.03253 n/a n/a n/a 3.056 3.032 0.832 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.675 -0.03253 n/a n/a n/a 3.056 3.032 0.832 Z -Z, +0.60D+0.60W+0.60H 3.675 -0.02769 n/a n/a n/a 0.9294 0.9231 0.253 Z -Z, +0.60D+0.70E+0.60H 3.675 -0.02769 n/a n/a n/a 0.9294 0.9231 0.253 Overturning Stability Rotation Axis & Load Combination... X -X, +D+H X -X. +D+L+H X -X, +D+Lr+H X -X, +D+S+H X -X, +D+0.750Lr+0.750L+H X -X, +D+0.750L+0.750S+H X -X, +D+0.60W+H X -X, +D+0.70E+H X -X, +D+0.750Lr+0.750L+0.450W+H X -X, +D+0.750L+0.750S+0.450W+H Overturning Moment 0.4630 k -ft 1.267 k -ft 0.4630 k -ft 0.4630 k -ft 1.066 k -ft 1.066 k -ft 0.4630 k -ft 0.4630 k -ft 1.066 k -ft 1.066 k -ft Resisting Moment Stability Ratio Status 49.40 k -ft 106.695 OK 113.40 k -ft 89.503 OK 49.40 k -ft 106.695 OK 49.40 k -ft 106.695 OK 97.40 k -ft 91.370 OK 97.40 k -ft 91.370 OK 49.40 k -ft 106.695 OK 49.40 k -ft 106.695 OK 97.40 k -ft 91.370 OK 97.40 k -ft 91.370 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Pnnted: 22 FEB 2017, 11:02AM File=H:\Str-AIRC0 WHE-1\3D39D-1.PER13C6F5-1.14B1STOR-A-I.EC6Ge1eral Footing ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver:6.17.1.16 i,r11271 Licensee: GALLOWAY & COMPANY, Description : Footing A4 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+0.750L+0.750S+0.5250E+H 1.066 k -ft 97.40 k -ft 91.370 OK X -X, +0.60D+0.60W+0.60H 0.2778 k -ft 29.640 k -ft 106.695 OK X -X. +0.60D+0.70E+0.60H 0.2778 k -ft 29.640 k -ft 106.695 OK Z -Z, +D+H 0.0570 k -ft 49.40 k -ft 866.67 OK Z -Z. +D+L+H 0.1570 k -ft 113.40 k -ft 722.29 OK Z -Z, +D+Lr+H 0.0570 k -ft 49.40 k -ft 866.67 OK Z -Z, +D+S+H 0.0570 k -ft 49.40 k -ft 866.67 OK Z -Z, +D+0.750Lr+0.750L+H 0.1320 k -ft 97.40 k -ft 737.88 OK Z -Z, +D+0.750L+0.750S+H 0.1320 k -ft 97.40 k -ft 737.88 OK Z -Z, +D+0.60W+H 0.0570 k -ft 49.40 k -ft 866.67 OK Z -Z, +D+0.70E+H 0.0570 k -ft 49.40 k -ft 866.67 OK Z -Z, +D+0.750Lr+0.750L+0.450W+H 0.1320 k -ft 97.40 k -ft 737.88 OK Z -Z, +D+0.750L+0.750S+0.450W+H 0.1320 k -ft 97.40 k -ft 737.88 OK Z -Z, +D+0.750L+0.750S+0.5250E+H 0.1320 k -ft 97.40 k -ft 737.88 OK Z -Z, +0.60D+0.60W+0.60H 0.03420 k -ft 29.640 k -ft 866.67 OK Z -Z, +0.60D+0.70E+0.60H 0.03420 k -ft 29.640 k -ft 866.67 OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis &Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in^2 inA2 in"2 k-ft X -X, +1.40D+1.60H 2.206 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.40D+1.60H 2.103 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 5.591 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 5.299 -Z Bottom 0.3024 Min TemD % 0.310 14.921 OK X -X, +1.20D+1.60L+0.50S+1.60H 5.591 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60L+0.50S+1.60H 5.299 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 3.047 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 2.896 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 1.891 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 1.803 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+1.60S+1.60H 3.047 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+1.60S+1.60H 2.896 -Z Bottom 0.3024 Min Temo % 0.310 14.921 OK X -X, +1.20D+1.60S+0.50W+1.60H 1.891 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60S+0.50W+1.60H 1.803 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 3.047 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 2.896 -Z Bottom 0.3024 Min TemD % 0.310 14.921 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 3.047 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 2.896 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 3.047 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 2.896 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+W+0.90H 1.418 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+W+0.90H 1.352 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+E+0.90H 1.418 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+E+0.90H 1.352 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.40D+1.60H 2.161 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.40D+1.60H 2.148 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 5.463 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 5.427 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 5.463 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 5.427 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 2.981 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 2.962 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 1.852 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 1.841 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 2.981 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 2.962 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 1.852 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Pnnted: 22 FEB 2017, 11:02AM General FOOtlll File=H:1StDr-AIRCO_WHE-113D39D-1.PER13C6F5-1.1481STOR-A-I.EC6 Footing ENERCAIC, INC. 1983.2017, Build:6.17.1.16, Vec6.17.1.16 0,01 1271 Licensee: GALLOWAY & COMPANY, Description : Footing A-4 Z -Z, +1.20D+1.60S+0.50W+1.60H 1.841 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project Descr: 4 -Story Self Storage Facility Project ID: SAS002 Printed: 22 FEB 2017, 11:02AM File=H:Sr-AIRCO_WHE-113D39D-1.PER\3C6F5-1.14B1STOR-A-I.EC6General Footing ENERCALC, INC. 1983-2017, Buiid:6.17.1.16, Ver.6.17.1.16 Description : Footing A-4 Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn k -ft Surface in"2 in"2 in A2 k -ft Status Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 2.981 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 2.962 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 2.981 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 2.962 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 2.981 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 2.962 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +0.90D+W+0.90H 1.389 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +0.90D+W+0.90H 1.381 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +0.90D+E+0.90H 1.389 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +0.90D+E+0.90H 1.381 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 8.74 psi 8.68 psi 8.48 psi 8.95 psi 8.95 psi 82.16 psi 0.11 0.00 +1.20D+0.50Lr+1.60L+1.60H 22.09 psi 21.93 psi 21.34 psi 22.68 psi 22.68 psi 82.16 psi 0.28 0.00 +1.20D+1.60L+0.50S+1.60H 22.09 psi 21.93 psi 21.34 psi 22.68 psi 22.68 psi 82.16 psi 0.28 0.00 +1.20D+1.60Lr+0.50L+1.60H 12.05 psi 11.97 psi 11.67 psi 12.36 psi 12.36 psi 82.16 psi 0.15 0.00 +1.20D+1.60Lr+0.50W+1.60H 7.49 psi 7.44 psi 7.27 psi 7.67 psi 7.67 psi 82.16 psi 0.09 0.00 +1-.20D+0.50L+1.60S+1.60H 12.05 psi 11.97 psi 11.67 psi 12.36 psi 12.36 psi 82.16 psi 0.15 0.00 +1.20D+1.60S+0.50W+1.60H 7.49 psi 7.44 psi 7.27 psi 7.67 psi 7.67 psi 82.16 Dsi 0.09 0.00 +1.20D+0.50Lr+0.50L+W+1.60H 12.05 psi 11.97 psi 11.67 psi 12.36 psi 12.36 psi 82.16 Dsi 0.15 0.00 +1.20D+0.50L+0.50S+W+1.60H 12.05 psi 11.97 psi 11.67 psi 12.36 psi 12.36 psi 82.16 Dsi 0.15 0.00 +1.20D+0.50L+0.70S+E+1.60H 12.05 Dsi 11.97 psi 11.67 psi 12.36 psi 12.36 psi 82.16 psi 0.15 0.00 +0.90D+W+0.90H 5.62 Dsi 5.58 psi 5.45 psi 5.75 psi 5.75 psi 82.16 psi 0.07 0.00 +0.90D+E+0.90H 5.62 Dsi 5.58 psi 5.45 psi 5.75 psi 5.75 psi 82.16 Dsi 0.07 0.00 Punching Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 23.70 psi 164.32psi 0.1442 OK +1.20D+0.50Lr+1.60L+1.60H 59.89 psi 164.32psi 0.3645 OK +1.20D+1.60L+0.50S+1.60H 59.89 psi 164.32psi 0.3645 OK +1.20D+1.60Lr+0.50L+1.60H 32.68 psi 164.32psi 0.1989 OK +1.20D+1.60Lr+0.50W+1.60H 20.31 psi 164.32psi 0.1236 OK +1.20D+0.50L+1.60S+1.60H 32.68 psi 164.32psi 0.1989 OK +1.20D+1.60S+0.50W+1.60H 20.31 psi 164.32Dsi 0.1236 OK +1.20D+0.50Lr+0.50L+W+1.60H 32.68 psi 164.32osi 0.1989 OK +1.20D+0.50L+0.50S+W+1,60H 32.68 psi 164.32osi 0.1989 OK +1.20D-450L+0.70S+E+1.60H 32.68 psi 164.32osi 0.1989 OK +0.90D+W+0.90H 15.24 psi 164.32psi 0.09272 OK +0.90D+E+0.90H 15.24 psi 164.32psi 0.09272 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 10:49AM General Footing File =H:lStor-ARCO WHE-113D39D-1.PER13C6F5-1.14BISTOR-A-I.EC6 g ENERCALC, INC. 1983.2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing D-1 Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2015 Increases based on footing Depth General Information Reinforcing Bar Size = Material Properties Min Steel % Bending Reinf. fc : Concrete 28 day strength = 3.0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,372.17 ksi Concrete Density = 150.0 pcf (P Values Flexure = 0.90 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Shear = 0.750 Increases based on footing Depth Analysis Settings Reinforcing Bar Size = Footing base depth below soil surface Min Steel % Bending Reinf. = Allow press. increase per foot of depth Min Allow % Temp Reinf. = 0.00180 when footing base is below Min. Overturning Safety Factor = 1.0 : 1 0.0 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes when max. length or width is greater than Add Pedestal Wt for Soil Pressure No 0.0 Use Pedestal wt for stability mom & shear No 0.0 Dimensions Width parallel to X -X Axis = 5.0 ft Length parallel to Z -Z Axis = 5.0 ft Footing Thickness = 16.0 in Pedestal dimensions... px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis _ 12.0 in Height 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis -.--.___Lr.-.---.------_ -_.-...-------._ Number of Bars = 5 Reinforcing Bar Size = # 6 Bars parallel to Z -Z Axis Number of Bars = 5 Reinforcing Bar Size = # 6 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a ADDlied Loads Z = 3.50 ksf = Yes 250.0 pcf 0.30 3.0 ft 0.0 ksf 0.0 ft 5-M68ars 5-'Y6Ben 0.0 ksf 0.0 ft -.--.___Lr.-.---.------_ -_.-...-------._ _--- .__.__-._..___.._S.._.__-.------_w---......__.._.....___E._._.---____...__...._..._H._.__.__ - - - _ P: Column Load = 22.037 0.0 34.820 0.0 0.0 0.0 0.0 k OB : Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf M-xx = -0.1830 0.0 -0.3450 0.0 0.0 0.0 0.0 k -ft M-zz = 0.3420 0.0 0.5610 0.0 0.0 0.0 0.0 k -ft V -x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V -z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017. 10:49AM File=H:XStr-IACO_WHE-1V3D39D-1.PER13C6F5-1.14BISTOR-A-I.EC6General Footing ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver 6.17.1.16 r.r11271 Licensee: GALLOWAY & COMPANY, Description : Footing D-1 DESIGN SUMMARY - • Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.6803 Soil Bearing 2.517 ksf 3.70 ksf +D+L+H about Z -Z axis PASS 292.884 Overturning - X -X 0.5280 k -ft 154.643 k -ft +D+L+H PASS 171.254 Overturning - Z -Z 0.9030 k -ft 154.643 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2678 Z Flexure (+X) 6.665 k -ft 24.886 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2604 Z Flexure (-X) 6.480 k -ft 24.886 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2619 X Flexure (+Z) 6.518 k -ft 24.886 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2663 X Flexure (-Z) 6.627 k -ft 24.886 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2387 1 -way Shear (+X) 19.612 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2314 1 -way Shear (-X) 19.009 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2329 1 -way Shear (+Z) 19.133 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2372 1 -way Shear (-Z) 19.488 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3124 2 -way Punching 51.330 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Actual I Allow Ratio X -X, +D+H 3.70 n/a -0.08122 1.090 1.073 n/a n/a 0.295 X -X, +D+L+H 3.70 n/a -0.1024 2.499 2.449 n/a n/a 0.675 X -X, +D+Lr+H 3.70 n/a -0.08122 1.090 1.073 n/a n/a 0.295 X -X. +D+S+H 3.70 n/a -0.08122 1.090 1.073 n/a n/a 0.295 X -X, +D+0.750Lr+0.750L+H 3.70 n/a -0.09973 2.147 2.105 n/a n/a 0.580 X -X. +D+0.750L+0.750S+H 3.70 n/a -0.09973 2.147 2.105 n/a n/a 0.580 X -X, +D+0.60W+H 3.70 n/a -0.08122 1.090 1.073 n/a n/a 0.295 X -X, +D+0.70E+H 3.70 n/a -0.08122 1.090 1.073 n/a n/a 0.295 X -X, +D+0.750Lr+0.750L+0.450W+H 3.70 nla -0.09973 2.147 2.105 n/a n/a 0.580 X -X, +D+0.750L+0.750S+0.450W+H 3.70 n/a -0.09973 2.147 2.105 n/a n/a 0.580 X -X, +D+0.750L+0.750S+0.5250E+H 3.70 n/a -0.09973 2.147 2.105 n/a n/a 0.580 X -X, +0.60D+0.60W+0.60H 3.70 n/a -0.08122 0.6541 0.6437 n/a n/a 0.177 X -X, +0.60D+0.70E+0.60H 3.70 n/a -0.08122 0.6541 0.6437 n/a n/a 0.177 Z -Z, +D+H 3.70 0.1518 n/a n/a n/a 1.065 1.098 0.297 Z -Z, +D+L+H 3.70 0.1752 nla n/a n/a 2.432 2.517 0.680 Z -Z, +D+Lr+H 3.70 0.1518 nla n/a n/a 1.065 1.098 0.297 Z -Z, +D+S+H 3.70 0.1518 nla n/a n/a 1.065 1.098 0.297 Z -Z, +D+0.750Lr+0.750L+H 3.70 0.1722 n/a n/a n/a 2.090 2.162 0.584 Z -Z, +D+0.750L+0.750S+H 3.70 0.1722 n/a n/a n/a 2.090 2.162 0.584 Z -Z, +D+0.60W+H 3.70 0.1518 n/a n/a n/a 1.065 1.098 0.297 Z -Z, +D+0.70E+H 3.70 0.1518 n/a n/a n/a 1.065 1.098 0.297 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.70 0.1722 n/a n/a n/a 2.090 2.162 0.584 Z -Z, +D+0.750L+0.750S+0.450W+H 3.70 0.1722 n/a n/a n/a 2.090 2.162 0.584 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.70 0.1722 n/a n/a n/a 2.090 2.162 0.584 Z -Z, +0.60D+0.60W+0.60H 3.70 0.1518 n/a n/a n/a 0.6392 0.6586 0.178 Z -Z, +0.60D+0.70E+0.60H 3.70 0.1518 n/a n/a n/a 0.6392 0.6586 0.178 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+H 0.1830 k -ft 67.593 k -ft 369.358 OK X -X, +D+L+H 0.5280 k -ft 154.643 k -ft 292.884 OK X -X. +D+Lr+H 0.1830 k -ft 67.593 k -ft 369.358 OK X -X, +D+S+H 0.1830 k -ft 67.593 k -ft 369.358 OK X -X. +D+0.750Lr+0.750L+H 0.4418 k -ft 132.880 k -ft 300.804 OK X -X. +D+0.750L+0.750S+H 0.4418 k -ft 132.880 k -ft 300.804 OK X -X. +D+0.60W+H 0.1830 k -ft 67.593 k -ft 369.358 OK X -X, +D+0.70E+H 0.1830 k -ft 67.593 k -ft 369.358 OK X -X, +D+0.750Lr+0.750L+0.450W+H 0.4418 k -ft 132.880 k -ft 300.804 OK X -X. +D+0.750L+0.750S+0.450W+H 0.4418 k -ft 132.880 k -ft 300.804 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Punted: 22 FEB 2017, 10:49AM General Footing File=H:lSbr-AIAC0_WHE-113D39D-1.PER13C6F5-1.14BOTOR-A-I.EC6 g ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing D-1 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+0.750L+0.750S+0.5250E+H 0.4418 k -ft 132.880 k -ft 300.804 OK X -X, +0.60D+0.60W+0.60H 0.1098 k -ft 40.556 k -ft 369.358 OK X -X, +0.60D+0.70E+0.60H 0.1098 k -ft 40.556 k -ft 369.358 OK Z -Z. +D+H 0.3420 k -ft 67.593 k -ft 197.639 OK Z -Z. +D+L+H 0.9030 k -ft 154.643 k -ft 171.254 OK Z -Z, +D+Lr+H 0.3420 k -ft 67.593 k -ft 197.639 OK Z -Z, +D+S+H 0.3420 k -ft 67.593 k -ft 197.639 OK Z -Z, +D+0.750Lr+0.750L+H 0.7628 k -ft 132.880 k -ft 174.212 OK Z -Z, +D+0.750L+0.750S+H 0.7628 k -ft 132.880 k -ft 174.212 OK Z -Z, +D+0.60W+H 0.3420 k -ft 67.593 k -ft 197.639 OK Z -Z, +D+0.70E+H 0.3420 k -ft 67.593 k -ft 197.639 OK Z -Z, +D+0.750Lr+0.750L+0.450W+H 0.7628 k -ft 132.880 k -ft 174.212 OK Z -Z, +D+0.750L+0.750S+0.450W+H 0.7628 k -ft 132.880 k -ft 174.212 OK Z -Z, +D+0.750L+0.750S+0.5250E+H 0.7628 k -ft 132.880 k -ft 174.212 OK Z -Z, +0.60D+0.60W+0.60H 0.2052 k -ft 40.556 k -ft 197.639 OK Z -Z, +0.60D+0.70E+0.60H 0.2052 k -ft 40.556 k -ft 197.639 OK All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi•Mn Status k -ft Surface in A2 in^2 in"2 k -ft X -X, +1.40D+1.60H 2.450 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X. +1.40D+1.60H 2.486 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 6.518 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 6.627 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60L+0.50S+1.60H 6.518 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60L+0.50S+1.60H 6.627 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 3.481 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 3.536 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 2.10 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 2.131 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+1.60S+1.60H 3.481 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+1.60S+1.60H 3.536 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60S+0.50W+1.60H 2.10 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+1.60S+0.50W+1.60H 2.131 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 3.481 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 3.536 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 3.481 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 3.536 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 3.481 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 3.536 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +0.90D+W+0.90H 1.575 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +0.90D+W+0,90H 1.598 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +0.90D+E+0.90H 1.575 +Z Bottom 0.3456 Min Temp % 0.440 24.886 OK X -X, +0.90D+E+0.90H 1.598 -Z Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.40D+1.60H 2.434 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.40D+1.60H 2.502 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 6.480 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 6.665 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 6.480 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 6.665 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 3.460 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 3.557 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 2.087 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z. +1.20D+1.60Lr+0.50W+1.60H 2.144 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z. +1.20D+0.50L+1.60S+1.60H 3.460 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 3.557 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 2.087 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed. 22 FEB 2017. 10 49A General FootingFile=H:\Stor-AIRC0_WHE-1\3D39D-1.PER\3C6F5-1.14B\STOR-A-I.EC6 ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver:6.17.1.16 KW -06011271 • • Description : Footing D-1 Z -Z, +1.20D+1.60S+0.50W+1.60H 2.144 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 10 49A General Footing File=H:XSior-AlhC0_WHE-113D39D-1.PER13C6F5-1.14B\,SMR-A-I.EC6 g ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing D-1 Footing Flexure Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 7.14 psi Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status 19.61 psi k -ft 19.13 psi Surface in A2 in*2 in12 k -ft 19.01 psi Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 3.460 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 3.557 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 3.460 -X Bottom 0.3456 Min Tema % 0.440 24.886 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 3.557 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 3.460 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 3.557 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +0.90D+W+0.90H 1.565 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +0.90D+W+0.90H 1.608 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +0.90D+E+0.90H 1.565 -X Bottom 0.3456 Min Temp % 0.440 24.886 OK Z -Z, +0.90D+E+0.90H 1.608 +X Bottom 0.3456 Min Temp % 0.440 24.886 OK One Wav Shear All units k Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 7.14 psi 7.36 psi 7.31 psi 7.19 psi 7.36 psi 82.16 psi 0.09 0.00 +1.20D+0.50Lr+1.60L+1.60H 19.01 psi 19.61 psi 19.49 psi 19.13 psi 19.61 Dsi 82.16 psi 0.24 0.00 +1.20D+1.60L+0.50S+1.60H 19.01 psi 19.61 psi 19.49 psi 19.13 psi 19.61 Dsi 82.16 Dsi 0.24 0.00 +1.20D+1.60Lr+0.50L+1.60H 10.15 psi 10.47 psi 10.40 psi 10.22 Dsi 10.47 psi 82.16 psi 0.13 0.00 +1.20D+1.60Lr+0.50W+1.60H 6.12 psi 6.31 psi 6.27 psi 6.17 Dsi 6.31 psi 82.16 psi 0.08 0.00 +1.20D+0.50L+1.60S+1.60H 10.15 psi 10.47 psi 10.40 psi 10.22 psi 10.47 Dsi 82.16 Dsi 0.13 0.00 +1.20D+1.60S+0.50W+1.60H 6.12 psi 6.31 Dsi 6.27 psi 6.17 Dsi 6.31 psi 82.16 Dsi 0.08 0.00 +1.20D+0.50Lr+0.50L+W+1.60H 10.15 psi 10.47 Dsi 10.40 psi 10.22 Dsi 10.47 psi 82.16 Dsi 0.13 0.00 +1.20D+0.50L+0.50S+W+1.60H 10.15 Dsi 10.47 psi 10.40 psi 10.22 Dsi 10.47 Dsi 82.16 psi 0.13 0.00 +1.20D+0.50L+0.70S+E+1.60H 10.15 Dsi 10.47 psi 10.40 psi 10.22 Dsi 10.47 Dsi 82.16 psi 0.13 0.00 +0.90D+W+0.90H 4.59 psi 4.73 psi 4.70 psi 4.62 psi 4.73 Dsi 82.16 psi 0.06 0.00 +0.90D+E+0.90H 4.59 psi 4.73 psi 4.70 psi 4.62 Dsi 4.73 psi 82.16 psi 0.06 0.00 Punchina Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 19.28 Dsi 164.32Dsi 0.1173 OK +1.20D+0.50Lr+1.60L+1.60H 51.33 Dsi 164.320si 0.3124 OK +1.20D+1.60L+0.50S+1.60H 51.33 psi 164.32osi 0.3124 OK +1.20D+1.60Lr+0.50L+1.60H 27.40 psi 164.32osi 0.1667 OK +1.20D+1.60Lr+0.50W+1.60H 16.52 psi 164.320si 0.1006 OK +1.20D+0.50L+1.60S+1.60H 27.40 psi 164.32osi 0.1667 OK +1.20D+1.60S+0.50W+1.60H 16.52 psi 164.32osi 0.1006 OK +1.20D+0.50Lr+0.50L+W+1.60H 27.40 psi 164.32osi 0.1667 OK +1.20D+0.50L+0.50S+W+1.60H 27.40 psi 164.320si 0.1667 OK +1.20D+0.50L+0.70S+E+1.60H 27.40 Dsi 164.320si 0.1667 OK +0.90D+W+0.90H 12.39 Dsi 164.32osi 0.07541 OK +0.90D+E+0.90H 12.39 psi 164.320si 0.07541 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Pnnted: 22 "FEB 2017, 11:09AM File=H:\Stor-I1CO_WHE-113D39D-1.PER13C6F5-1.14BtSTOR-A-I,EC6General Footing ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 6.01112711 Licensee: GALLOWAY & COMPANY10 Description : Footing R-1 Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: IBC 2015 Increases based on footing Depth General Information Material Properties Min Steel % Bending Reinf. f : Concrete 28 day strength = 3.0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,372.17 ksi Concrete Density = 150.0 pcf tP Values Flexure = 0.90 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Shear - 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface Min Steel % Bending Reinf. = Allow press. increase per foot of depth Min Allow % Temp Reinf. = 0.00180 when footing base is below Min. Overturning Safety Factor = 1.0 : 1 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes when max. length or width is greater than Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability mom & shear No Dimensions Width parallel to X -X Axis = 6.50 ft Length parallel to Z -Z Axis = 6.50 ft Footing Thickness = 18.0 in Pedestal dimensions px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in Height - 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis Number of Bars = 6.0 Reinforcing Bar Size = # 6 Bars parallel to Z -Z Axis Number of Bars = 6.0 Reinforcing Bar Size = # 6 Z 3.50 ksf Yes = 250.0 pcf 0.30 3.0 ft ksf ft ksf = ft Bandwidth Distribution Check (ACI 15.4.4.2) — Direction Requiring Closer Separation n/a'�" # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads -.._---------------_ —.-------- -------- --------------- ------------------ D Lr L S W E H P: Column Load = 38.50 60.930 k OB : Overburden = ksf ------ ---- M-xx = -0.2010 -0.3790 k -ft M-zz = -1.90 -3.337 k -ft V -x = k V -z = k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Pnnted: 22 FEB 2017, 11:09AM General Footing File=H:\Stor-AIACO_WHE-113D39D-1.PER13C6F5-1.14BZTOR-A-I.EC6 g ENERCALC, INC. 1983.2017, Build:6.17.1.16, Ver,6.17.1.16 Description : Footing R-1 DESIGN SUMMARY • Min. Ratio Rem Applied Capacity Governing Load Combination PASS 0.7224 Soil Bearing 2.691 ksf 3.725 ksf +D+L+H about Z -Z axis PASS 610.42 Overturning - X -X 0,580 k -ft 354.043 k -ft +D+L+H PASS 67.604 Overturning - Z -Z 5.237 k -ft 354.043 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4648 Z Flexure (+X) 12.405 k -ft 26.688 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.4987 Z Flexure (-X) 13.308 k -ft 26.688 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.4799 X Flexure (+Z) 12.806 k -ft 26.688 k -ft +1.20D+1.60L+0.50S+1,60H PASS 0.4836 X Flexure (-Z) 12.907 k -ft 26.688 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.3357 1 -way Shear (+X) 27.580 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0,3619 1 -way Shear (-X) 29.731 psi 82.158 psi +1.20D+0.50Lr+1,60L+1.60H PASS 0.3473 1 -way Shear (+Z) 28.536 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3502 1 -way Shear (-Z) 28.775 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4798 2 -way Punching 78.841 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Actual / Allow Ratio X -X, +D+H 3,725 n/a -0.05024 1.141 1.132 nla n/a 0.306 X -X, +D+L+H 3.725 n/a -0.06389 2.591 2.566 nla n/a 0.696 X -X, +D+Lr+H 3.725 n/a -0.05024 1.141 1.132 n/a n/a 0.306 X -X, +D+S+H 3.725 n/a -0.05024 1,141 1.132 n/a n/a 0.306 X -X, +D+0.750Lr+0.750L+H 3.725 n/a -0.06214 2.228 2.207 n/a n/a 0.598 X -X, +D+0.750L+0.750S+H 3.725 n/a -0.06214 2.228 2.207 n/a nla 0.598 X -X, +D+0.60W+H 3.725 n/a -0.05024 1.141 1.132 n/a n/a 0.306 X -X, +D+0.70E+H 3.725 n/a -0.05024 1.141 1,132 n/a n/a 0.306 X -X, +D+0.750Lr+0.750L+0.450W+H 3.725 n/a -0.06214 2.228 2.207 n/a n/a 0.598 X -X, +D+0.750L+0.750S+0.450W+H 3.725 n/a -0.06214 2.228 2.207 n/a n/a 0.598 X -X, +D+0.750L+0.750S+0.5250E+H 3.725 n/a -0.06214 2.228 2,207 n/a n/a 0.598 X -X, +0,60D+0.60W+0.60H 3.725 n/a -0.05024 0.6843 0.6792 n/a n/a 0.184 X -X, +0,60D+0.70E+0.60H 3.725 n/a -0.05024 0.6843 0.6792 n/a n/a 0.184 Z -Z, +D+H 3.725 -0.4749 n/a n/a n/a 1.177 1.095 0.316 Z -Z, +D+L+H 3.725 -0.5769 n/a n/a n/a 2.691 2.466 0.722 Z -Z, +D+Lr+H 3.725 -0.4749 n/a n/a n/a 1,177 1.095 0.316 Z -Z, +D+S+H 3.725 -0.4749 n/a nla n/a 1,177 1.095 0.316 Z -Z, +D+0.750Lr+0.750L+H 3.725 -0.5638 n/a n/a nla 2.312 2,123 0.621 Z -Z, +D+0.750L+0.750S+H 3.725 -0.5638 n/a n/a n/a 2.312 2.123 0.621 Z -Z, +D+0.60W+H 3.725 -0,4749 n/a n/a nla 1.177 1.095 0.316 Z -Z, +D+0.70E+H 3.725 -0,4749 n/a n/a n/a 1.177 1.095 0.316 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.725 -0.5638 nla n/a n/a 2.312 2.123 0.621 Z -Z, +D+0.750L+0,750S+0.450W+H 3.725 -0.5638 n/a n/a n/a 2.312 2.123 0.621 Z -Z, +D+0.750L+0,750S+0.5250E+H 3.725 -0.5638 n/a n/a n/a 2.312 2.123 0.621 Z -Z, +0.60D+0.60W+0.60H 3.725 -0.4749 nla n/a n/a 0.7062 0.6573 0.190 Z -Z, +0.60D+0.70E+0.60H 3.725 -0.4749 n/a n/a n/a 0.7062 0.6573 0.190 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+H 0.2010 k -ft 156.020 k -ft 776.22 OK X -X, +D+L+H 0.580 k -ft 354.043 k -ft 610.42 OK X -X, +D+Lr+H 0.2010 k -ft 156.020 k -ft 776.22 OK X -X, +D+S+H 0.2010 k -ft 156.020 k -ft 776.22 OK X -X, +D+0.750Lr+0.750L+H 0.4853 k -ft 304.537 k -ft 627.59 OK X -X, +D+0.750L+0.750S+H 0.4853 k -ft 304.537 k -ft 627.59 OK X -X, +D+0.60W+H 0.2010 k -ft 156.020 k -ft 776.22 OK X -X, +D+0.70E+H 0.2010 k -ft 156.020 k -ft 776.22 OK X -X, +D+0.750Lr+0.750L+0.450W+H 0.4853 k -ft 304.537 k -ft 627.59 OK X -X, +D+0.750L+0.750S+0.450W+H 0.4853 k -ft 304.537 k -ft 627.59 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed. 22 FEB 2017, 11:0941. File=H:\Stor-AII\CO_WHE-1\3D39D-1.PER\3C6F5-1.14B\STOR-A-I.EC6General Footing ENERCALC, INC. 1983-2017, Buld:6.17.1.16, Ver.6.17.1.16 0.011271 Licensee: GALLOWAY& COMPANY, Description : Footing R-1 Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+0.750L+0.750S+0.5250E+H 0.4853 k -ft 304.537 k -ft 627.59 OK X -X, +0.60D+0.60W+0.60H 0.1206 k -ft 93.612 k -ft 776.22 OK X -X. +0.60D+0.70E+0.60H 0.1206 k -ft 93.612 k -ft 776.22 OK Z -Z. +D+H 1.90 k -ft 156.020 k -ft 82.116 OK Z -Z, +D+L+H 5.237 k -ft 354.043 k -ft 67.604 OK Z -Z, +D+Lr+H 1.90 k -ft 156.020 k -ft 82.116 OK Z -Z, +D+S+H 1.90 k -ft 156.020 k -ft 82.116 OK Z -Z, +D+0.750Lr+0.750L+H 4.403 k -ft 304,537 k -ft 69.170 OK Z -Z, +D+0.750L+0.750S+H 4.403 k -ft 304.537 k -ft 69.170 OK Z -Z, +D+0.60W+H 1.90 k -ft 156.020 k -ft 82.116 OK Z -Z, +D+0.70E+H 1.90 k -ft 156.020 k -ft 82.116 OK Z -Z, +D+0.750Lr+0.750L+0.450W+H 4.403 k -ft 304.537 k -ft 69.170 OK Z -Z, +D+0.750L+0.750S+0.450W+H 4.403 k -ft 304.537 k -ft 69.170 OK Z -Z, +D+0.750L+0.750S+0.5250E+H 4.403 k -ft 304.537 k -ft 69.170 OK Z -Z, +0.60D+0.60W+0.60H 1.140 k -ft 93.612 k -ft 82.116 OK Z -Z. +0.60D+0.70E+0.60H 1.140 k -ft 93.612 k -ft 82.116 OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis &Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in^2 in12 in^2 k -ft X -X, +1.40D+1.60H 4.806 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.40D+1.60H 4.839 -Z Bottom 0.3888 Min TemD % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 12.806 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 12.907 -Z Bottom 0.3888 Min TemD % 0.4062 26.688 OK X -X, +1.20D+1.60L+0.50S+1.60H 12.806 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60L+0.50S+1.60H 12.907 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 6.834 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 6.885 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 4.120 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 4.148 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+1.60S+1.60H 6.834 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+1.60S+1.60H 6.885 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60S+0.50W+1.60H 4.120 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60S+0.50W+1.60H 4.148 -Z Bottom 0.3888 Min TemD % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 6.834 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 6.885 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 6.834 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 6.885 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 6.834 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 6.885 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+W+0.90H 3.090 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+W+0.90H 3.111 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+E+0.90H 3.090 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+E+0.90H 3.111 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.40D+1.60H 4.981 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.40D+1.60H 4.665 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 13.308 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 12.405 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 13.308 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 12.405 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 7.094 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 6.626 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 4.269 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 3.999 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 7.094 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 6.626 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 4.269 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed- 22 FEB 2017. 11.09AM File=H:ISr-AIACO_WHE-113D39D-1.PERi3C6F5-1.14B1STOR-A-I.ECGneral Footing ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver6.17.1.16 0,011271 Licensee: GALLOWAY & COMPANY, Description : Footing R-1 Z -Z, +1.20D+1.60S+0.50W+1.60H 3.999 +X Bottom 0.3888 Min Temp % 0.4062 26.688 CK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Punted: 22 FEB 2017, 11:09AM General FootingFile=H:IStor-AIRC0_WHE-113D39D-1.PER\3C6F5-1.14B1STOR-A-I.EC6 11.13 psi 10.37 psi 10.79 psi 10.71 psi 11.13 psi 82.16 psi 0.14 0.00 +1.20D+0.50Lr+1.60L+1.60H 29.73 psi 27.58 psi 28.78 psi ENERCALC, INC. 1983.2017, Build:6.17.1.16, Ver:6.17.1.16 KW -06011271 82.16 psi 0.36 0.00 +1.20D+1.60L+0.50S+1.60H 29.73 psi 27.58 psi •COMPANY, INC. 29.73 psi 82.16 psi 0.36 0.00 +1.20D+1.60Lr+0.50L+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi Description : Footing R-1 82.16 psi 0.19 0.00 +1.20D+1.60Lr+0.50W+1.60H 9.54 psi 8.89 psi 9.25 psi 9.18 psi Footing Flexure 82.16 psi 0.12 0.00 +1.20D+0.50L+1.60S+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi Flexure Axis &Load Combination Mu Side Tension As R d Gvrn. As Actual As Phi*Mh Status 9.54 psi k -ft 0.12 Surface in^2Q in"2 in A2 k -ft 15.23 psi Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 7.094 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 6.626 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z. +1.20D+0.50L+0.50S+W+1.60H 7.094 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 6.626 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 7.094 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 6.626 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+W+0.90H 3.202 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+W+0.90H 2.999 +X Bottom 0.3888 Min TemD % 0.4062 26.688 OK Z -Z, +0.90D+E+0.90H 3.202 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+E+0.90H 2.999 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK One Wav Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 11.13 psi 10.37 psi 10.79 psi 10.71 psi 11.13 psi 82.16 psi 0.14 0.00 +1.20D+0.50Lr+1.60L+1.60H 29.73 psi 27.58 psi 28.78 psi 28.54 psi 29.73 psi 82.16 psi 0.36 0.00 +1.20D+1.60L+0.50S+1.60H 29.73 psi 27.58 psi 28.78 psi 28.54 psi 29.73 psi 82.16 psi 0.36 0.00 +1.20D+1.60Lr+0.50L+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi 15.85 psi 82.16 psi 0.19 0.00 +1.20D+1.60Lr+0.50W+1.60H 9.54 psi 8.89 psi 9.25 psi 9.18 psi 9.54 psi 82.16 psi 0.12 0.00 +1.20D+0.50L+1.60S+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi 15.85 psi 82.16 psi 0.19 0.00 +1.20D+1.60S+0.50W+1.60H 9.54 psi 8.89 psi 9.25 psi 9.18 psi 9.54 psi 82.16 psi 0.12 0.00 +1.20D+0.50Lr+0.50L+W+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi 15.85 psi 82.16 psi 0.19 0.00 +1.20D+0.50L+0.50S+W+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi 15.85 psi 82.16 psi 0.19 0.00 +1.20D+0.50L+0.70S+E+1.60H 15.85 psi 14.73 psi 15.35 psi 15.23 psi 15.85 psi 82.16 psi 0.19 0.00 +0.90D+W+0.90H 7.15 psi 6.67 psi 6.94 psi 6.89 psi 7.15 psi 82.16 psi 0.09 0.00 +0.90D+E+0.90H 7.15 psi 6.67 psi 6.94 psi 6.89 psi 7.15 psi 82.16 psi 0.09 0.00 Punching Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 29.58 psi 164.32psi 0.18 OK +1.20D+0.50Lr+1.60L+1.60H 78.84 psi 164.32iDsi 0.4798 OK +1.20D+1.60L+0.50S+1.60H 78.84 psi 164.32psi 0.4798 OK +1.20D+1.60Lr+0.50L+1.60H 42.07 psi 164.32psi 0.256 OK +1.20D+1.60Lr+0.50W+1.60H 25.35 psi 164.32psi 0.1543 OK +1.20D+0.50L+1.60S+1.60H 42.07 psi 164.32osi 0.256 OK +1.20D+1.60S+0.50W+1.60H 25.35 psi 164.32 psi 0.1543 OK +1.20D+0.50Lr+0.50L+W+1.60H 42.07 psi 164.32psi 0.256 OK +1.20D+0.50L+0.50S+W+1.60H 42.07 psi 164.32psi 0.256 OK +1.20D+0.50L+0.70S+E+1.60H 42.07 psi 164.32osi 0.256 OK +0.90D+W+0.90H 19.01 psi 164.32osi 0.1157 OK +0.90D+E+0.90H 19.01 psi 164.32psi 0.1157 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Dimensions Width parallel to X -X Axis = 6.50 ft Length parallel to Z -Z Axis = 6.50 ft Footing Thickness = 18.0 in Pedestal dimensions px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in Height 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis D Lr -- -----..-------_--------_ _-------_---_ Number of Bars = Punted: 22 FEB 2017. 9:54AM General Footin # 6 File=H:\Stor-AJRCO_WHE-1t3D39D-1.PER13C6F5-1.14B1STOR-A-I.EC6 g Number of Bars = ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 KW -06011271 Bandwidth Distribution Check (ACI 15.4.4.2) •COMPANY, INC. Description : Footing U-1 # Bars required within zone n/a # Bars required on each side of zone Code References Applied Loads = Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 V -z = Load Combinations Used : IBC 2015 k General Information Material Properties Soil Design Values fc : Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 3.50 ksf fy : Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes Ec : Concrete Elastic Modulus = 3,372.17 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff. = 0.30 (p Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 3.0 ft Min Steel % Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow % Temp Reinf. = 0.00180 when footing base is below = ft Min. Overturning Safety Factor = 1.0 : 1 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for stability, moments & shears Yes = when max. length or width is greater than ksf Add Pedestal Wt for Soil Pressure No - - ft Use Pedestal wt for stability mom & shear No Dimensions Width parallel to X -X Axis = 6.50 ft Length parallel to Z -Z Axis = 6.50 ft Footing Thickness = 18.0 in Pedestal dimensions px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in Height 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis D Lr -- -----..-------_--------_ _-------_---_ Number of Bars = 6 Reinforcing Bar Size = # 6 Bars parallel to Z -Z Axis k Number of Bars = 6 Reinforcing Bar Size # 6 Bandwidth Distribution Check (ACI 15.4.4.2) = -0.7780 Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads = i e-sae.n [ a-wse.s D Lr -- -----..-------_--------_ _-------_---_ L S W E — ---------- - — --- -- --- ---- -- H -—._.._._..- -- P: Column Load - -- = 50.246 78.610 k OB : Overburden = ksf M-xx = -0.7780 -1,349 k -ft M-zz = 3.286 5.292 _ k -ft V -x = k V -z = k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Printed: 22 FEB 2017. 9 54A Footing 3.725 n/a File=H:\Str-AII1CO_WHE-113D39D-1.PER13C6F5-1.14B\STOR-A^1.EC6General ENERCALC, INC. 198,3-2017, Build:6.17.1.16, Ver:6.17.1.16 1.431 r.r1 1271 n/a n/a Licensee: GALLOWAY & COMPANY, 3.725 n/a -0.1845 3.321 3.229 n/a Description : Footing U-1 X -X, +D+Lr+H 3.725 n/a -0.1562 DESIGN SUMMARY 1,398 n/a n/a Design O X -X. +D+S+H Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9286 Soil Bearing 3.459 ksf 3.725 ksf +D+L+H about Z -Z axis PASS 211.414 Overturning - X -X 2.127 k -ft 449.677 k -ft +D+L+H PASS 52.422 Overturning - Z -Z 8.578 k -ft 449.677 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6514 Z Flexure (+X) 17.385 k -ft 26.688 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5963 Z Flexure (-X) 15.913 k -ft 26.688 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6170 X Flexure (+Z) 16.466 k -ft 26.688 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.6307 X Flexure (-Z) 16.832 k -ft 26.688 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4730 1 -way Shear (+X) 38.860 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4303 1 -way Shear (-X) 35.357 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4464 1 -way Shear (+Z) 36.672 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4570 1 -way Shear (-Z) 37.545 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.6213 2 -way Punching 102.097 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Actual I Allow Ratio X -X, +D+H 3.725 n/a -0.1562 1.431 1.398 n/a n/a 0.384 X -X, +D+L+H 3.725 n/a -0.1845 3.321 3.229 n/a n/a 0.892 X -X, +D+Lr+H 3.725 n/a -0.1562 1.431 1,398 n/a n/a 0.384 X -X. +D+S+H 3.725 n/a -0.1562 1.431 1.398 n/a n/a 0.384 X -X, +D+0.750Lr+0.750L+H 3.725 n/a -0.1809 2.848 2.771 n/a n/a 0.765 X -X, +D+0.750L+0.750S+H 3.725 n/a -0.1809 2.848 2.771 n/a n/a 0.765 X -X, +D+0.60W+H 3.725 n/a -0.1562 1.431 1.398 n/a n/a 0.384 X -X, +D+0.70E+H 3.725 n/a -0.1562 1.431 1.398 n/a n/a 0.384 X -X, +D+0.750Lr+0.750L+0.450W+H 3.725 n/a -0.1809 2.848 2.771 n/a n/a 0.765 X -X, +D+0.750L+0.750S+0.450W+H 3.725 n/a -0.1809 2.848 2.771 n/a n/a 0.765 X -X, +D+0.750L+0.750S+0.5250E+H 3.725 n/a -0.1809 2.848 2.771 n/a n/a 0.765 X -X, +0.60D+0.60W+0.60H 3.725 n/a -0.1562 0.8586 0.8385 n/a n/a 0.231 X -X, +0.60D+0.70E+0.60H 3.725 n/a -0.1562 0.8586 0.8385 n/a n/a 0.231 Z -Z, +D+H 3.725 0.6599 n/a n/a n/a 1.344 1.485 0.399 Z -Z, +D+L+H 3.725 0.7440 n/a n/a n/a 3.091 3.459 0.929 Z -Z, +D+Lr+H 3.725 0.6599 n/a n/a n/a 1.344 1.485 0.399 Z -Z, +D+S+H 3.725 0.6599 n/a n/a n/a 1.344 1.485 0.399 Z -Z. +D+0.750Lr+0.750L+H 3.725 0.7334 n/a n/a n/a 2.654 2.966 0.796 Z -Z, +D+0.750L+0.750S+H 3.725 0.7334 n/a n/a n/a 2.654 2.966 0.796 Z -Z, +D+0.60W+H 3.725 0.6599 n/a n/a n/a 1.344 1.485 0.399 Z -Z, +D+0.70E+H 3.725 0.6599 n/a n/a n/a 1.344 1.485 0.399 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.725 0.7334 n/a n/a n/a 2.654 2.966 0.796 Z -Z, +D+0.750L+0.750S+0.450W+H 3.725 0.7334 n/a n/a n/a 2.654 2.966 0.796 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.725 0.7334 n/a n/a n/a 2.654 2.966 0.796 Z -Z, +0.60D+0.60W+0.60H 3.725 0.6599 n/a n/a n/a 0.8062 0.8909 0.239 Z -Z, +0.60D+0.70E+0.60H 3.725 0.6599 n/a n/a n/a 0.8062 0.8909 0.239 Overturning Stability Rotation Axis & Load Combination... Overturnina Moment Resistina Moment Stability Ratio Status X -X, +D+H 0.7780 k -ft 194.195 k -ft 249.608 OK X -X, +D+L+H 2.127 k -ft 449.677 k -ft 211.414 OK X -X, +D+Lr+H 0.7780 k -ft 194.195 k -ft 249.608 OK X -X, +D+S+H 0.7780 k -ft 194.195 k -ft 249.608 OK X -X, +D+0.750Lr+0.750L+H 1.790 k -ft 385.807 k -ft 215.565 OK X -X, +D+0.750L+0.750S+H 1.790 k -ft 385.807 k -ft 215.565 OK X -X, +D+0.60W+H 0.7780 k -ft 194.195 k -ft 249.608 OK X -X, +D+0.70E+H 0.7780 k -ft 194.195 k -ft 249.608 OK X -X, +D+0.750Lr+0.750L+0.450W+H 1.790 k -ft 385.807 k -ft 215.565 OK X -X, +D+0.750L+0.750S+0.450W+H 1.790 k -ft 385.807 k -ft 215.565 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 9:54AM General Footing �Yopivn-n-�sw ' ENERCALC, INC. 19832017, BuiW:6.17.1.16, Ver.6.17.1.16 Description : Footing U-1 Overturning Stability Rotation Axis & Load Combination... Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+0.750L+0.750S+0.5250E+H 1.790 k -ft 385.807 k -ft 215.565 OK X -X, +0.60D+0.60W+0.60H 0.4668 k -ft 116.517 k -ft 249.608 OK X -X, +0.60D+0.70E+0.60H 0.4668 k -ft 116.517 k -ft 249.608 OK Z -Z. +D+H 3.286 k -ft 194.195 k -ft 59.098 OK Z -Z, +D+L+H 8.578 k -ft 449.677 k -ft 52.422 OK Z -Z, +D+Lr+H 3.286 k -ft 194.195 k -ft 59.098 OK Z -Z, +D+S+H 3.286 k -ft 194.195 k -ft 59.098 OK Z -Z, +D+0.750Lr+0.750L+H 7.255 k -ft 385.807 k -ft 53.178 OK Z -Z, +D+0.750L+0.750S+H 7.255 k -ft 385.807 k -ft 53.178 OK Z -Z, +D+0.60W+H 3.286 k -ft 194.195 k -ft 59.098 OK Z -Z, +D+0.70E+H 3.286 k -ft 194.195 k -ft 59.098 OK Z -Z, +D+0.750Lr+0.750L+0.450W+H 7.255 k -ft 385.807 k -ft 53.178 OK Z -Z, +D+0.750L+0.750S+0.450W+H 7.255 k -ft 385.807 k -ft 53.178 OK Z -Z, +D+0.750L+0.750S+0.5250E+H 7.255 k -ft 385.807 k -ft 53.178 OK Z -Z, +0.60D+0.60W+0.60H 1.972 k -ft 116.517 k -ft 59.098 OK Z -Z, +0.60D+0.70E+0.60H 1.972 k -ft 116.517 k -ft 59.098 OK _.... _...... 26.688 OK X -X, +1.20D+1.60L+0.50S+1.60H All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi'Mn Status k -ft Surface in"2 in"2 in12 k -ft X -X, +1.40D+1.60H 6.230 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.40D+1.60H 6.359 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 16.466 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 16.832 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60L+0.50S+1.60H 16.466 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60L+0.50S+1.60H 16.832 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 8.817 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 9.007 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 5.340 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 5.450 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+1.60S+1.60H 8.817 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+1.60S+1.60H 9.007 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60S+0.50W+1.60H 5.340 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+1.60S+0.50W+1.60H 5.450 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X. +1.20D+0.50Lr+0.50L+W+1.60H 8.817 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 9.007 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X. +1.20D+0.50L+0.50S+W+1.60H 8.817 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 9.007 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 8.817 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 9.007 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+W+0,90H 4.005 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+W+0,90H 4.088 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+E+0.90H 4.005 +Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK X -X, +0.90D+E+0.90H 4.088 -Z Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.40D+1.60H 6.021 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.400+1.60H 6.567 +X Bottom 0.3888 Min Tema % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 15.913 -X Bottom 0.3888 Min Tema % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 17.385 +X Bottom 0.3888 Min Tema % 0.4062 26.688 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 15.913 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 17.385 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 8.521 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 9.303 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 5.161 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 5.629 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 8.521 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 9.303 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 5.161 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 9:54AU General FootingFile =H:lStor-ARCO_WHE-113D39D-1.PER13C6F5-1.14B1STOR-A-1,EC6 ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing U-1 Z -Z, +1.20D+1.60S+0.50W+1.60H 5.629 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 201T 9:54AY General Footing File =H:\Stor-AIACO_WHE-113039D-1.PER13C6F5-1.14BlSMR-A-I.EC6 g ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 0,r11271 Licensee: GALLOWAY & COMPANY, Description : Footing U-1 Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in12 in A2 in A2 k -ft Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 8.521 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 9.303 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 8.521 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 9.303 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 8.521 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +1.20D+0.50L+0.70S+E+1.60H 9.303 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+W+0.90H 3.871 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+W+0.90H 4.222 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+E+0.90H 3.871 -X Bottom 0.3888 Min Temp % 0.4062 26.688 OK Z -Z, +0.90D+E+0.90H 4.222 +X Bottom 0.3888 Min Temp % 0.4062 26.688 OK One Way Shear Load Combination... Vu @ •X Vu @ +X Vu @ •Z Vu @ +Z Vu:Max Phi Vin Vu 1 Phi*Vn Status +1.40D+1.60H 13.38 psi 14.68 psi 14.18 psi 13.88 psi 14.68 psi 82.16 psi 0.18 0.00 +1.20D+0.50Lr+1.60L+1.60H 35.36 psi 38.86 psi 37.55 psi 36.67 psi 38.86 psi 82.16 psi 0.47 0.00 +1.20D+1.60L+0.50S+1.60H 35.36 psi 38.86 psi 37.55 psi 36.67 psi 38.86 Dsi 82.16 psi 0.47 0.00 +1.20D+1.60Lr+0.50L+1.60H 18.93 psi 20.79 psi 20.09 psi 19.64 psi 20.79 Dsi 82.16 psi 0.25 0.00 +1.20D+1.60Lr+0.50W+1.60H 11.47 psi 12.58 psi 12.16 psi 11.89 psi 12.58 Dsi 82.16 psi 0.15 0.00 +1.20D+0.50L+1.60S+1.60H 18.93 psi 20.79 psi 20.09 psi 19.64 psi 20.79 psi 82.16 psi 0.25 0.00 +1.20D+1.60S+0.50W+1.60H 11.47 psi 12.58 psi 12.16 psi 11.89 Dsi 12.58 Dsi 82.16 psi 0.15 0.00 +1.20D+0.50Lr+0.50L+W+1.60H 18.93 psi 20.79 psi 20.09 psi 19.64 Dsi 20.79 Dsi 82.16 psi 0.25 0.00 +1.20D+0.50L+0.50S+W+1.60H 18.93 psi 20.79 psi 20.09 psi 19.64 psi 20.79 Dsi 82.16 Dsi 0.25 0.00 +1.20D+0.50L+0.70S+E+1.60H 18.93 psi 20.79 psi 20.09 psi 19.64 Dsi 20.79 psi 82.16 Dsi 0.25 0.00 +0.90D+W+0.90H 8.60 psi 9.44 psi 9.12 psi 8.92 Dsi 9.44 psi 82.16 Dsi 0.11 0.00 +0.90D+E+0.90H 8.60 psi 9.44 psi 9.12 psi 8.92 psi 9.44 psi 82.16 psi 0.11 0.00 Punching Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 38.60 psi 164.32Dsi 0.2349 OK +1.20D+0.50Lr+1.60L+1.60H 102.10 psi 164.32Dsi 0.6213 OK +1.20D+1.60L+0.50S+1.60H 102.10 psi 164.32Dsi 0.6213 OK +1.20D+1.60Lr+0.50L+1.60H 54.65 psi 164.32psi 0.3326 OK +1.20D+1.60Lr+0.50W+1.60H 33.08 psi 164.32psi 0.2013 OK +1.20D+0.50L+1.60S+1.60H 54.65 psi 164.32osi 0.3326 OK +1.20D+1.60S+0.50W+1.60H 33.08 psi 164.32Dsi 0.2013 OK +1.20D+0.50Lr+0.50L+W+1.60H 54.65 psi 164.32osi 0.3326 OK +1.20D+0.50L+0.50S+W+1.60H 54.65 psi 164.32Dsi 0.3326 OK +1.20D+0.50L+0.70S+E+1.60H 54.65 psi 164.32osi 0.3326 OK +0.90D+W+0.90H 24.81 psi 164.32psi 0.151 OK +0.90D+E+0.90H 24.81 psi 164.32osi 0.151 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Pnnted: 22 FEB 2017, 11:02AM File=H:\Stor-IRCO_WHE-MD39D-1.PER13C6F5-1.14BISTOR-A-I.EC6General Footing ENERCALC, INC. 1983-2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing U4 Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Material Properties 0.750 f : Concrete 28 day strength = 3.0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,372.17 ksi Concrete Density = 150.0 pcf tp Values Flexure = 0.90 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Shear - 0.750 Increases based on footing Depth Analysis Settings Reinforcing Bar Size = Footing base depth below soil surface Min Steel % Bending Reinf. = Allow press. increase per foot of depth Min Allow % Temp Reinf. = 0.00180 when footing base is below Min. Overturning Safety Factor = 1.0 : 1 0.690 Min. Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes when max. length or width is greater than Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis = 4.0 ft Length parallel to Z -Z Axis = 4.0 ft Footing Thickness = 14.0 in Pedestal dimensions... px : parallel to X -X Axis = 12.0 in pz : parallel to Z -Z Axis = 12.0 in Height - 2.0 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis --------------- �r -- Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bars parallel to Z -Z Axis k Number of Bars = = Reinforcing Bar Size = ksf # 5 4.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a 4gDlied Loads Z 3.50 ksf Yes = 250.0 pcf 0.30 3.0 ft ksf ft = ksf ft --------------- �r -- —-------�--- ------ -S _......-W-- — -- --E -- _ H P: Column Load = 19.804 31.360 k OB : Overburden = ksf M-xx = 0.3970 0.690 k -ft M-zz = 0.0060 0.0090 k -ft V -x = k V -z = k Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Project Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017. 11:02AM General FOOtICt File=H:lStor-AlhC0_WHE-113D39D-1.PER13C6F5-1.14BlSTORA-1.EC6 Footing ENERCALC, INC. 1983.2017, Build:6.17.1.16, Ver.6.17.1.16 Description : Footing U-4 DESIGN SUMMARY • Min. Ratio Rem Applied Capacity Governing Load Combination PASS 0.9450 Soil Bearing 3.473 ksf 3.675 ksf +D+L+H about X -X axis PASS 99.290 Overturning - X -X 1.087 k -ft 107.928 k -ft +D+L+H PASS 7,195.20 Overturning - Z -Z 0.0150 k -ft 107.928 k -ft +D+L+H PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.3484 Z Flexure (+X) 5.198 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3481 Z Flexure (-X) 5.195 k -ft 14.921 k -ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3566 X Flexure (+Z) 5.321 k -ft 14.921 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.3399 X Flexure (-Z) 5.071 k -ft 14.921 k -ft +1.20D+1.60L+0.50S+1.60H PASS 0.2558 1 -way Shear (+X) 21.014 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2556 1 -way Shear (-X) 20.998 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2626 1 -way Shear (+Z) 21.578 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2487 1 -way Shear (-Z) 20.433 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3478 2 -way Punching 57.152 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis & Load Combination... Gross Allowable Xecc Zecc (in) Actual Soil Bearing Stress @ Location Bottom, -Z Top, +Z Left, -X Right, +X Actual I Allow Ratio X -X, +D+H 3.675 n/a 0.2108 1.376 1.449 n/a n/a 0.394 X -X, +D+L+H 3.675 n/a 0.2417 3.273 3.473 n/a n/a 0.945 X -X, +D+Lr+H 3.675 n/a 0.2108 1.376 1.449 n/a n/a 0.394 X -X, +D+S+H 3.675 n/a 0.2108 1.376 1.449 n/a n/a 0.394 X -X, +D+0.750Lr+0.750L+H 3.675 n/a 0.2379 2.798 2.967 n/a n/a 0.807 X -X, +D+0.750L+0.750S+H 3.675 n/a 0.2379 2.798 2.967 n/a n/a 0.807 X -X. +D+0.60W+H 3.675 n/a 0.2108 1.376 1.449 n/a n/a 0.394 X -X, +D+0.70E+H 3.675 n/a 0.2108 1.376 1.449 n/a n/a 0.394 X -X, +D+0.750Lr+0.750L+0.450W+H 3.675 n/a 0.2379 2.798 2.967 n/a n/a 0.807 X -X, +D+0.750L+0.750S+0.450W+H 3.675 n/a 0.2379 2.798 2.967 n/a n/a 0.807 X -X, +D+0.750L+0.750S+0.5250E+H 3.675 n/a 0.2379 2.798 2.967 n/a n/a 0.807 X -X, +0.60D+0.60W+0.60H 3.675 n/a 0.2108 0.8257 0.8696 n/a n/a 0.237 X -X, +0.60D+0.70E+0.60H 3.675 n/a 0.2108 0.8257 0.8696 n/a n/a 0.237 Z -Z, +D+H 3.675 0.003185 n/a n/a n/a 1.412 1.413 0.385 Z -Z, +D+L+H 3.675 0.003336 n/a n/a n/a 3.371 3.374 0.918 Z -Z, +D+Lr+H 3.675 0.003185 n/a n/a n/a 1.412 1.413 0.385 Z -Z, +D+S+H 3.675 0.003185 n/a n/a n/a 1.412 1.413 0.385 Z -Z, +D+0.750Lr+0.750L+H 3.675 0.003317 n/a n/a n/a 2.882 2.884 0.785 Z -Z, +D+0.750L+0.750S+H 3.675 0.003317 n/a n/a n/a 2.882 2.884 0.785 Z -Z, +D+0.60W+H 3.675 0.003185 n/a n/a n/a 1.412 1.413 0.385 Z -Z, +D+0.70E+H 3.675 0.003185 n/a nla n/a 1.412 1.413 0.385 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.675 0.003317 n/a n/a n/a 2.882 2.884 0.785 Z -Z, +D+0.750L+0.750S+0.450W+H 3.675 0.003317 n/a n/a n/a 2.882 2.884 0.785 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.675 0.003317 n/a n/a n/a 2.882 2.884 0.785 Z -Z, +0.60D+0.60W+0.60H 3.675 0.003185 n/a n/a n/a 0.8473 0.8480 0.231 Z -Z, +0.60D+0.70E+0.60H 3.675 0.003185 n/a n/a n/a 0.8473 0.8480 0.231 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+H 0.3970 k -ft 45.208 k -ft 113.874 OK X -X, +D+L+H 1.087 k -ft 107.928 k -ft 99.290 OK X -X. +D+Lr+H 0.3970 k -ft 45.208 k -ft 113.874 OK X -X, +D+S+H 0.3970 k -ft 45.208 k -ft 113.874 OK X -X, +D+0.750Lr+0.750L+H 0.9145 k -ft 92.248 k -ft 100.873 OK X -X. +D+0.750L+0.750S+H 0.9145 k -ft 92.248 k -ft 100.873 OK X -X. +D+0.60W+H 0.3970 k -ft 45.208 k -ft 113.874 OK X -X, +D+0.70E+H 0.3970 k -ft 45.208 k -ft 113.874 OK X -X, +D+0.750Lr+0.750L+0.450W+H 0.9145 k -ft 92.248 k -ft 100.873 OK X -X, +D+0.750L+0.750S+0.450W+H 0.9145 k -ft 92.248 k -ft 100.873 OK Permit Calculation Package Project Title: Stor-All Wheat Ridge Engineer: TJH Project ID: SAS002 Protect Descr: 4 -Story Self Storage Facility Printed: 22 FEB 2017, 11:02AM Fe=H:lStr-AIRC0_WHE-113D39D-1.PER13C6F5-1.14B1STOR-A-I.EC6 General Footing ENERCALC, INC. 19n2017, Buik1:6.17.1.16, Ver.6.17.1.16 Description : Footing U4 Overturning Stability Rotation Axis & Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X -X, +D+0.750L+0.750S+0.5250E+H 0.9145 k -ft 92.248 k -ft 100.873 OK X -X, +0.60D+0.60W+0.60H 0.2382 k -ft 27.125 k -ft 113.874 OK X -X, +0.60D+0.70E+0.60H 0.2382 k -ft 27.125 k -ft 113.874 OK Z -Z, +D+H 0.0060 k -ft 45.208 k -ft 7,534.67 OK Z -Z. +D+L+H 0.0150 k -ft 107.928 k -ft 7,195.20 OK Z -Z, +D+Lr+H 0.0060 k -ft 45.208 k -ft 7,534.67 OK Z -Z, +D+S+H 0.0060 k -ft 45.208 k -ft 7,534.67 OK Z -Z, +D+0.750Lr+0.750L+H 0.01275 k -ft 92.248 k -ft 7,235.14 OK Z -Z, +D+0.750L+0.750S+H 0.01275 k -ft 92.248 k -ft 7,235.14 OK Z -Z, +D+0.60W+H 0.0060 k -ft 45.208 k -ft 7,534.67 OK Z -Z, +D+0.70E+H 0.0060 k -ft 45.208 k -ft 7,534.67 OK Z -Z, +D+0.750Lr+0.750L+0.450W+H 0.01275 k -ft 92.248 k -ft 7,235.14 OK Z -Z, +D+0.750L+0.750S+0.450W+H 0.01275 k -ft 92.248 k -ft 7,235.14 OK Z -Z, +D+0.750L+0.750S+0.5250E+H 0.01275 k -ft 92.248 k -ft 7,235.14 OK Z -Z, +0.60D+0.60W+0.60H 0.00360 k -ft 27.125 k -ft 7,534.67 OK Z -Z, +0.60D+0.70E+0.60H 0.00360 k -ft 27.125 k -ft 7,534.67 OK All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis & Load Combination Mu Side Tension As Req'd Gvrn. As Actual As Phi*Mn Status k -ft Surface in12 in A2 in A2 k -ft X -X, +1.40D+1.60H 1.992 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.40D+1.60H 1.905 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 5.321 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+1.60L+1.60H 5.071 -Z Bottom 0.3024 Min TemD % 0.310 14.921 OK X -X, +1.20D+1.60L+0.50S+1.60H 5.321 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60L+0.50S+1.60H 5.071 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 2.837 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50L+1.60H 2.707 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 1.708 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60Lr+0.50W+1.60H 1.632 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+1.60S+1.60H 2.837 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+1.60S+1.60H 2.707 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60S+0.50W+1.60H 1.708 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+1.60S+0.50W+1.60H 1.632 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 2.837 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50Lr+0.50L+W+1.60H 2.707 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 2.837 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 2.707 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 2.837 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +1.20D+0.50L+0.70S+E+1.60H 2.707 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+W+0.90H 1.281 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+W+0.90H 1.224 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+E+0.90H 1.281 +Z Bottom 0.3024 Min Temp % 0.310 14.921 OK X -X, +0.90D+E+0.90H 1.224 -Z Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.40D+1.60H 1.948 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.40D+1.60H 1.949 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 5.195 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 5.198 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 5.195 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60L+0.50S+1.60H 5.198 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 2.771 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 2.773 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 1.670 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60Lr+0.50W+1.60H 1.671 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 2.771 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+0.50L+1.60S+1.60H 2.773 +X Bottom 0.3024 Min Temp % 0.310 14.921 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 1.670 -X Bottom 0.3024 Min Temp % 0.310 14.921 OK City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 9, 2017 Ka MR"] 4" 1717.7 DWES] 16 IEW NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 12700 West 441 Avenue & Vacant Land NEW ADDRESS: 4370 Young field Street SUBDIVISION: LOT(s):_ KEY: 43 SECTION: 20 PARCEL NO: 39-202-00-027 NOTES: This is a courtesy noti ication, AUTHORIZED BY: e:��- dr -a DATE: I 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker(djeffeo.us 3. Jefferson County Elections, ATTN: H. Roth, 3 500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at srqitcheKq)j.effeo.us and 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.j.rnqrtinez(a)qWL.,gov and kAss.sunm-ier—field a)usps.gov and arlene.a.vickrev(&u--- _yj L 8. Xcel Energy, sandra.cardenasLa)xcelenergy.com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Valley Water District 12. Fruitdale Sanitation District 13. Arvada Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. wwwxi.wheatridgexoms Site Vicinity MaR