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HomeMy WebLinkAbout10200 W. 44th AvenueCERTIFICATE OF OCCUPANCY Permit #: 202001873 � �� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Rocky Mountain Veterinary Rehabilitation Date: 10/16/2020 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: OTTERTAIL PROPERTIES INC. CONTRACTOR/ADDRESS: ADDRESS: 10200 W 44th Ave, Wheat Ridge, CO 80033 PROPERTY ADDRESS: 10200 W 44th Ave Ste 120, Wheat Ridge, CO 80033-2838 PARCEL #: 39-211-00-048 ZONING: C1 OCCUPANCY: B TYPE OF CONST: V -B OCC LOAD:4 FOR THE FOLLOWING PURPOSE: Bus. License Report Code Editions: N/A No change shall be made in the Use of this building without 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 PERMIT NO. 202001873 City of Wh6atRid,uc BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Friday, Oct. 2 @ 9:30 INSPECTION DAY/TIME la -- ?C-2 INSPECTION DAY/TIME j' ."CC7 BUSINESS NAME: Rocky Mountain Veterinary Rehabilitation ADDRESS: CONTACT NAME: Z 5 SQ FT F OCCUPANCY TYPE OCCUPANCY LOAD CONSTRUCTION TYPE PRINKLERED ❑ NON-SPRINKLERED / -115, Date 000 o O r „ � c � � U U = M ,O C � 00 O oc°' CG 3y, UL) > tU O 7 U .00 I ro ° b° L O w b) O ro (a U d 'O 00 a J..) H RS W m 44 V r o f w U ro O q rA u U O G' °' 4 w r 3 a ro Wzxo �� o �� 0Ol - O 4j H U = 'rq w 4J w 3z N UX Q Fes„ p C> �j (d •ri �4.) v ✓� 3 ti ° OU ro V as ^C+ MO O° N N w [� � u = �l 4 Z W o ISI a �^ow 3zp a a 4 o m V L s L a O Nx n Otjjo O Q p c.� aarA Z Z N b a 140 00 3 > `�' WaANo bw O u b N c = O U B Gti o 4-1 A U 4'1 4 �^= ZOA4C4 U m O F c.� OOUca.a� w° z Cit_,,9ry Of Wheat Ki�d ge BUSINESS LICENSE INSPECTION PERMIT NO. 202001116 BUSINESS NAME: Womb Matters ADDRESS: 10200 W. 44th Avenue CONTACT NAME: Beth Anne Fisher 120 SQ FT OCCUPANCY TYPE 41 OCCUPANCYLOAD V-8 CONSTRUCTION TYPE SPRINKLERED ❑ NOWSPRINKLERED Inspector Signature Date INSPECTION DAY/TIME Fri. June 26th INSPECTION DAY/TIME ll I ^ci INSPECTION DAY/TIME A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V-, 1,-. � 2 Job Address: bc)- (_) L,w � 1 �;1� p1,, c, Permit Number: ted_ is ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.IA,vww.cLwheatridge.co.uslinspection Date:---] d- I _� G ' Inspector: DO NOT REMOVE THIS NOTICE I O > I •v c Q p M 4 600 a � awn .� °' •� a .d O m o a) j 41 o 060 W fx 'i � 44 ^ll ewe Q +C cn �" F w 6 4j° 00 44 q O 0�o k, tri .� F o o d �°•� d C ++ o N0 �F P4 W ;d Z °° CU) d eC ai 'Cl W W U bl .i O 44 cc r, z w � °tea A all � Id 1 y U a7 � a) Q Gl 4i 0 A44 ►� ; ` v 3CIO �o M N 0 Lbw Lnin H 3z0 k as Was W p��i C' 014) U 3 �da way��a C) 0 Aon o O R 4 > E GA. �A o3 MIri C) Q w —aa SQA-p iiMF) lo o, u N w 8 pOF O o 4.4u � 4.�) o,u a'u z of _,�qrwl�ei'y at FIiAc BUSINESS LICENSE INSPECTION PERMIT NO. 202000106 INSPECTION DAY/TIME Tues., Jan. 21st @10:30 am INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: Advancing Warriors Intl ADDRESS: 10200 W. 44th Avenue Suite 115 CONTACT NAME: Elizabeth Stevens will provide 1L1L)s� r� SQ FT OCCUPANCY TYPE OCCUPANCY LOAD V� CONSTRUCTION TYPE RINKLERED ❑ NON-SPRINKLERED Inspector Signature Date 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: 0 U Permit Number: _ 0 0 r)TUV ❑ No one available for inspection: Time 0L - AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date Inspector: DO NOT REMOVE THIS NOTICE 00 O Y.ti p p 5? CD N N y "b y z rr nm n m a r; C n CD �..{ p. rr N. n N Y• o 0 1x l y n e k oGap~� �.�0 e•h W �.. Dorr m G rr a� X00 " Oro A m m 00 m- ce \ 1 mI-h w b ��i "m z mz�� C ��a cr IQ y tj fu rr r C" `+ cn +� o' o k CWD o(D� En O w CD F rro aa m CD P- 0 K E rt �� r Cj O. °< O bd N- G G' @ C O W N O� (D M n `C O ! A P. F3 '°13j �dci � HtJ 00 W, c>> W fDH OC.:.0 n �y o N G O o y w R d CD ee VVV M��11 ^ r- n rr N. 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(07- J 07 ❑ No one available for inspection: Time 7:0c) &PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. ushnspection I Date: 1 10'Y ®O NOT REMOVE THIS NOTICE 0 o 'Q t4 N �R W U U Q �� M M O J-1 OU r1 r 0 0 � ti 4; U pa ai 3 U �./ H 01 0 :j o N bD O (1)m b1 o b L .0 H a 4.) 'H W o w V b 44 O O U M O W N �' al C •JO- � > Cl 0.-� s i N opo p oHS W 4a b Cn U, +� ea - O a� u o q /m ac U 0 4+ N A 3 �'�a ° 3p rd 0 bbd r `" T� ✓a U d p" ❑ N N o Ariw H 4J b a CLU Qn o a a 44 rq a z N O r' c CDZ mb a °v ('V O 41 P O CO w ob N 4+A rOU�OW c � N " w cu w5 ZZCg4a W u N .�. 30aQ0 o a U per u z AMD,- 4e__ PERMIT NO. 201902256 City of WheatFkLiie BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Mon. Oct. 28th @ 10:00 AM INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: DRB Home Services Inc. ADDRESS: 10200 W 44th Avenue #140 CONTACT NAME: Renee 495 SQ FT OCCUPANCY TYPE OCCUPANCYLOAD CONSTRUCTION TYPE "XISPRINKLERED ❑ NON-SPRINKLERED Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: J / u ' V5 L -T � P--) s, Job Address: 1=�c"��� l kJ, /(Z(, Permit Number: ❑ No one available for inspectionq..T' e 1 2W AM/PM Re -Inspection required: Yes'..°No ",) When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. uslinspection Date: / P / /f rr' Inspector: DO NOT REMOVE THIS NOTICE A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `><J �� 'Z')• Job Address: Permit Number: LlNo one available forpection: Time AMIM r—� Re -Inspection required.. Yes --,-No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslinspection Date: }'::`p'r f/ . )" 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: Job Address: t-'�� 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' `,,?a Inspector: DO NOT REMOVE THIS NOTICE Oro m n rt cD " p. rt H H. Fn,, tY rih P) &,4o ~'Ma ° o m n ry ° a rt bpf O y o,�m m O m M N O EQ N- m rr h a rr O n z o O 00 f 1 O �H ,•b 24 (D O a y W HnbZ'�CZi'J uc @ A r• ►x lsJ l=J A � = � r+ o trJt"y� o c c x C) C. m Cc. o eD ,Z6 �otdy zorA z 00 ° t j ^' ►°i m G? v' rQ r a[<c °' a o n �� O 1 N CT r t" � Ci N. n Or CDD N m .`� CD A A rt a CD 'ro ytox m a m 0 b �_. 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O cD c C. a ci 11 eD a 5' H 7y .o c va A dra a o rt 00 °a fb 9 0 rr O w fDd n in n c CD � o 10 O O a x d -f Ds � O reb n A N a N ep O O d eD `p o3d3l)INIadS-N0NV (M31NNIUS ❑ 3dAl NOIlJnUiSNOJ CIVOI ADNVdnJDO 3dAl AJNddnJJO �,��` 13 bS laaasl allagoin •3NVNIDVINOJ ` zotp# `anuany ul-Vtb 'M 00Z0 � :SS32Io4d 0�-j `WJI J Mai laaasl aql :3WVN SS3NISn8 3W11/Add NOIDUSNI Il/Add N01133dSNI 3WII/Add NOIlJ3dSNI wel�@� u�5 .ldaS �.san41 NOIlJ3dSNI 3SNDIl SSMisn8 af P,,I*Nd wazlm, jo Aw) 5 � MMZ 'ON IIWa3d CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1= Job Address: Permit Number:; ❑ No one available for inspection;: Time ' -''''AM Re -Inspection required: Ye }' No ) When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. uslinspection Date: '! " IL f i `11 Inspector: —� DO NOT REMOVE THIS NOTICE i CITYPF 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: Z M_T ❑ No one available for inspection ,Time Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234-5933 i Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge ',e -Poor' Commercial Remodel PERMIT - 201901842 PERMIT NO: 201901842 ISSUED: 09/05/2019 JOB ADDRESS: 10200 W 44th Ave Ste 134 EXPIRES: 09/04/2020 JOB DESCRIPTION: SWO Commercial remodel building two walls to subdivide a room and moving two fire sprinklers. *** CONTACTS *** OWNER FLEMING ED SUB (720)569-6764 DANIEL BERKOWITZ 150075 ALIMAR CONSTRUCTION LLC SUB (303)762-7570 MELISSA A. SWAPP 018762 DIAMOND FIRE PROTECTION CO., I *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,000.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 84.00 Permit Fee 109.20 Investigative Fees 109.20 ** TOTAL ** 373.38 *** 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, 2017 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. City of Wheat Ridge Commercial Remodel PERMIT - 201901842 PERMIT NO: 201901842 ISSUED: 09/05/2019 JOB ADDRESS: 10200 W 44th Ave Ste 134 EXPIRES: 09/04/2020 JOB DESCRIPTION: SWO Commercial remodel building two walls to subdivide a room and moving two fire sprinklers. I, by m�galOwne signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicale wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the rof the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that am leggally authorized to include all entities named within this document as parties to the work to be performe4� andIthat alywork t o ,performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date ` 1, 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 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 original permit 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 and procedures 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 r ing . f a pe*'hall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable cod . n d' an1 tion 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 W heat p_j.d 'ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c-)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /` 13DI Plan/Permit # Plan Review Fee: I Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Lu Property Owner Property Owner Email: ,A (—Ob 0 13L 3 Q US Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: A ( "Iht. ✓ /". S &- i) Phon City of Wheat Ridge License #: ig 110 0 75 Phone: (7-? 9s < 7Cp Contractor E-mail Address: t > = a c� �<.:,-411 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): layl. , le / Z,;,/ !ra L2 . s_Phone: �'�� 5o 9 7& CONTACT EMAIL(p/ease print): i e 2 ( 4-4, Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): 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 # Complete all highlighted fields, if applicable. COMMERCIAL ❑ RESIDENTIAL Provide 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. ie et Sq. FULF fi 5 BTUs l4' 1 A Gallons �' l Amps _ Squares �-/A For Solar�/�Lt_ !(W # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: V Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 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 the application. CIRCLE ONE: (OWNER) CONTRACT 'or UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ' Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPAENT MME Reviewer: PUBLIC WORKS COMMENTS: Reviewer: d G -a Building Division Valuation: V00 Arvada Fire Protection District Community Risk Reduction Division • �C 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com Occupant Name: Park West Bldg Contractor: Daniel Berkowitz Comments [x] [ ] [ ] 1001 Project Alimar Construction Specific Comments addressed in writing to the AFPD: 720-569-6764 [x] [ ] [ ] 1002 General -These plans have been reviewed to the 2012 International Fire Code and referenced Comments 720-569-6764 c Address: 10200 West 44TH Avenue Inspection Date: 8/27/2019 Wheat Ridge, CO 80033 inspections will occur without Fire District approved plans, comments and permit card Job Number: 190827001 -JH InspectionType: Plan Review - Tenant at http.IAvww.mobile-eyes.com/PA index. asp. All attempts will be made to schedule Finish/Remodel Job Description: We are adding 2 walls to a Inspected By: John Hussey room to subdivide it. 303-424-3012 [x] [ ] [ ] 1003 Conditions of Diamond fire will take care of Approval john.hussey@arvadafire.com the sprinklers for us Plan Type Original Pass Fail N/A Plan Review Floor 1 Comments [x] [ ] [ ] 1001 Project -The following comments are specific to the plans submitted, all comments shall be Specific Comments addressed in writing to the AFPD: 1. A final inspection and fire department approval is required. [x] [ ] [ ] 1002 General -These plans have been reviewed to the 2012 International Fire Code and referenced Comments standards as adopted. -These comments, approved plans and permit must be on-site to receive any Fire District inspections. Deviation to the approved plans may require re -submittal for review and approval in order for any further inspections to be performed. NO inspections will occur without Fire District approved plans, comments and permit card available on-site. -To schedule inspections please log -on to the Mobile Eyes Contractor Permit Portal at http.IAvww.mobile-eyes.com/PA index. asp. All attempts will be made to schedule an inspection for the date and time requested. Inspections will be scheduled based on inspector availability, and will be scheduled within 24-48 hours of the intended request. -Inspections may reveal corrections necessary to bring all work into compliance with applicable codes and standards. [x] [ ] [ ] 1003 Conditions of Approval ED Status: Approved With Conditions tie, Plans submitted to AFPD are reviewed for compliance per the fire code as adopted and/or amended and any applicable State Of Colorado Requirements. The submitted plans are not reviewed to specific individual project specifications. This report is intended to provide the submitter with the status of plan approval, and any comments that may require further information,verification or action for approval of plans. All plans may be subject to field inspection and/or testing for final approval prior to sign off on a Certificate Of Occupancy or Certificate of Inspection. The approval of plans constitutes a permit to commence workwhere required by the fire code, and is subject to the conditions as may be noted in the comment section in the attached plan review report. Response to this review report as necessary along with the permit fee payment will be required prior to any field inspections. �jog*,-, IX A� 9 M/�7l—Y (01-14 2012 16C ' 000a M( MF T 4CC, X5131 c. 414-61 911*-, )C(- 4 1 . J -200q �6etIcy & D 10 11 I—"Vl.!(� >j I f-% I. CROSS 5UILU ING AREA: 6813.1 2. CRO55 MEA5URED AREA: (o432.3 � 3. MAJOR VERTICAL FENETRAT IONS: 149.E � 4. FLOOR RENTA5LE AREA (GMA-MYF-FRA): ro,253.4 � 5. FLOOR USA5LE AREA: 4,036.4 b. FLOOR COMMON AREA: 1,114.6 I. FLOOR, R/U RATIO (FRA / FLIA = F R/U R): 1.355 LEWLs we, Aa}9' UMM d SPACEALAN O 2190I.S7'R.EM e0U_rVAM UVE M LIS1EETa1V COlARAD069l� 1FlBHOi�Ec 903 736.978E FAX 90379844 RECiZIVED A< ►., a- LU City of Wheat g� � V)Q a Z Z �< COMMUN! 1Y I )1 V! APPROVED nz o Re iewed for Code Compliance 14- V Fes— LI Z UJ a s Examiner Date LU M*Wftof cera* The /SSu ante of a permit or OnprOVOI of plans speopcotloft ono CnmputononS shall not be a pnmit/or, or on approval of wry X CM � � X a LU mlabon to any of the provisions of the DuWing code or of MW City ord)maxes, Permft prmsummg to give outhawy to viwa& or cancel the pr wwm aj aw /t codes orWw o 4 monoee of ft City shall not be va" MARCH zs, 2008 ALI, 1? CTAT L TyricAL (t I G ('0 tr L 11-1 C- /0 200 ki �,V T it Avf. t z o r p°w°n .���0�� �•'y m M " p'rr n N F.b're 0 'i7•• �nO a� it N r' N C7 rI] a� 00 Nrr p (D < rt Ij aoy X O z O 00 Cr m �No.. O yA ': m p o- b- m n r n+ nrr 7Q o�� 1 0 m m A �a.0 3 rt p w � n� a maw m �� v n a m m w bu �° c o o (:) n y HI M pN (DN o z rhxy O H O y y7 9 p 'C W W H re rt� rt oOo yo -41n°a e°o 1 rrr w Cyst � *0 w d °, `1 w °- o m < ' a rt n w ~ m IV* Cr °� 17� 0 C1 to V n �• O S c �. a p yfDa i Q A l tC b17 N A CL p cr r 0ct O .c a 0o c p ewe a @ O W Qq y K En m N ft ?• I C o O 00 City of ,�9rWh6atlKi�qgc BUSINESS LICENSE INSPECTION PERMIT NO. 201801949 INSPECTION DAY/TIME Wed.' July 18th @ 9 am INSPECTION DAY/TIM INSPECTION DAY/TIME BUSINESS NAME: Eden Psychiatry, LLC ADDRESS: 10200 W. 44th Avenue, Unit 115 CONTACT NAME: Elizabeth Stevens / S-9 SQ FT G OCCUPANCY TYPE 9 OCCUPANCYLOAD CONSTRUCTION TYPE 4 SPRINKLERED ❑ NON-SPRINKLERED Inspector Signature -?- /moi -/ Date f; 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: 13L= - �s�„P,5 L �cPIN Sze Job Address: ) 0 a o o w 4-I Permit Number: 'D o ) S O 19 1 Q cc Tures OC -G �Q �,-,jnk-Le ced ❑ No one available for inspection: Time = e S AM PM Re -Inspection required: Yes 9 When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 / 8 Inspector: Tb 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: d ©� Permit Number: c- 0 % O 5TH s 71 3 0 ❑ No one available for inspection: Time IU` Wl AN/PM Re -Inspection required: YesN9 When corrections have been made, call for reNnapet` 3i, n # 303-234 Date: 611311 Inspector: CITY OF WHEAT RIDGE "'Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /9 I/V S Job Address: /0 Z Z/ el I Permit Number: ?_ ©/ 7 O 0 G Z c/ ❑ No one available for inspection: Time AIQUPN�r Re -Inspection required: Yes (No,,1 When corrections have been made, call for re -inspection at303-234-5933 Date:6,I )//71nspector: P -. DO NOT REMOVE THIS NOTICE 0 P ft (D nwft N, tJ Fh ID ~ma A „00 (D A fr O H W " m m O �, M N 0 p� w N• W m ct n PI K 0 m 0 A a w(D n Ds � a 0 H fF N m (D (aa A $ ct t' 0 0 H(D cr 0 D] (D n H. 2Fda on Kct� O 0 rt n a z a n 0 o W a � w m m K 0 O 0 M F- r. rr M m r• p n r a m S o 0 M 0 N 0 y M M ry W ft R tl m w K � rt 14 P. o o M a c m a cr " ti• ra• a $ � m n a a Int Q m K V@ a a m � a � K " a x m M m G � m "o m m m a m d m o r M r cr M m � m a w a n w r m a • w N 0 W 0 ry P, n o xm M Omo m r P. m a " n r �• m a m 4`m E FEJ y M J N LTI H O /tj� O 4M1 C L`J G o N 0 �3 �x o� o�W 00 O O N ro mm \V N• ct N O J 0 C) Ul H 0 O Ln 0 N O H J City of Wheat i c- C(7A' muN l TI' DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 April 10, 2017 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 10200 West 40 Avenue NEW SUITE #: Suite 432 PARCEL NO: 39-211-00-048 KEY: 11 SECTION: 21 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: '�" w 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lb* r ieffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel ijeffco.us and edelynko@jeffco.us 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.i.martinez a,)usps.gov and krissy.j.summerfieldAuMs.gov and arlene.a.vickrey@,usps.g_ov 8. Xcel Energy, Sandra.cardenas(rt?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. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: Site m iI �' SUITE 943M SL47C 8,63.) k Vicinity Mai) 4Tfl FLOOR PLAN ,r.,;. yr .. -,- "AWAP"4-t L5 a tt N -D A N d3b A33na J 0 3 ws Odd�010 390I3HAA H� 3 n N 3 A d 4 b b 1 S 3 M 0 0 2 0 1 N b I d S N 0 I l I d N 0 9 N I 1 S I X 3 1_YV^1 r. 1 IV3b A n ion Wg 0QVZI01039QIb1d3HM 3 n N 3 n e H b b 1 S 3 M 0 0 Z 0 I N V I d S N 0 1 1 I Q N 0) 9 N I 1 3 1 X 3 1 DO C �1 �y w N W � V • i- CIJ IV3b A n ion Wg 0QVZI01039QIb1d3HM 3 n N 3 n e H b b 1 S 3 M 0 0 Z 0 I N V I d S N 0 1 1 I Q N 0) 9 N I 1 3 1 X 3 1 DO � 4 Cl 13 11V3b A j. n ion ws 0QV 0 1O) 3941�1b3HM 3nN3Ab 4 � V t 1S3M 00ZOI a� N V I d 3 N 0 1 1 1 Q N 0 ) 9NI13IX3 'E k 7� A i I V 3 b A J A 0 Q J0� Wg 0 Q V d 0 1 0 3 9 0 1 b i b 3 H M 3 n N 3 A d 4 S 3 M 0 0 Z 0 1 a� N b 1 d S N 0 I l I d N 0 9 N I l S I X 3 I o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: x a Job Address: // Permit Number: ,.iter " �9 U . ❑ No one available for inspection: Time ! AM/PM Re -Inspection required: es No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: r e DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: MO IA-�, 4 4 ". f Permit Number: 0/ C 1 8 0 No one available for inspection: Time non HIM �f , 6 - Sn MaUS CM, ror re- I 100 M. Inspector: CITY • WHEAT RIDGE Building inspection Division 303 ) 34.5933 Inspection line 3 3235 285 5 offi��e - (33) 237-8929 Fax 0 0 ) INSPECTION NOTICE !nspection 7Vpe: Job Address: to Z40 tv 4 -1 q '7 Permit Number: — re (eli 5 6 /," ■ No one available for inspection: Time Re-Inspection required: Yes No Date - Inspector: Inspection Type: C16F-1 7T Job Address: Permit le CITY OF WHEAT RIDGE ♦ '. 4 • • Division n line I M 0 7- 89 2 9 . \ 2f ■!# »» ©fk OWN w »v <y y » « »} W -� . :< / 62»:v \*: :»\\ < -: w g < a °\ w<wva. »m way - /f\ :f # ?V 4 « � � �E tg0Z u # {� gw I b e.' Ak ��4 lk" t1ltLit'ti J tt ;` �i 111 t c * t 1 k ittj5 1 a zit itit 'it�fi: 1� int1 Ql r s L t'. � 1�� vgtt 1 • t * it l tit t .' A � I ? r 4 Sit t mt tt� t fi a 14 §t e tt �¢ R tt t t 3; R k to tt T 4 tt d t lti� L' t t1t tC'1 fllC t k t4 i it } ` i X �""ALrf�t 3 } d Y 1 .� ztiz� 1 fi'�q Lt, s 1 t "1 iii t },�:a'til Si t ` q A Li r x � t 1 t � ta t . bb irL '< � ti. t � �l t� 3 '"t t � tt r � ` �a�i• �i k 1 tx � tY�l 45 "tail YY s� a t . 1 t ay t @ A tart u 4 51" , tlt 1 a '� t ttL r t, ;t t s` �tt '* .. : 9� � w , ¥£ y � m 4 % \ � � � � ( m 19 m ■ 40 . . . . . . . . . . m ■ Baja Construction Co., Inc. Page I of 46 223 Foster Street Job # 1361 Martinez, CA 94553 Wheat Ridge (800) 366-9600 10/21/2013 Design Criteria. Occupancy Category Importance Factor 1:= 1 Use: Alternative Basic Load Combinations Roof Snow Load .n ...... Pf := 30,0 psf Basic Wind Speed (mph) .............. ---- 100 Wind Exposure ......... ...... —............« B Seismic Design CategoDy B Site Class D Allowable Stresses Roof Dead Loads: Solar panel, racking system. connections..,... RDLI:= 3.0 Framing RDL2:= 1.5 ,Misc. ............ R 7 3:= 1.0-psf AMMOVED Subject to Field In ions Wheat. Ridge Building Dept. a Total RoofDead Load, P-F)L:= RDLI + RDL2 + RDL3 RDL = 5.50 psf M 10-22-2013 MecaWizid Std v2.2.2.4 per ASCE 7-05 Deve1o,pit'd ViE Enterprises, Inc. Copyright w"'A ses Date 10/18/2013 Company Name Address City State File Location: 0:\Other Pegions\J3EI -- S ELEX, VU n d . w , d Project No, Designed By Description Customer Name Proj Location INC 0 WHEAT RIDGE\136,1, - EngJ,neering\Calcs\13G1 Input parameters: Detailed Wind Load Design (Ilethod 2) per ASCE 7-05 Basic Wind Speed(V) 1.00. (ewe r1ph Structure Type BUILDING Structural Category 1I Exposure Category B Natural Frequency N/A Flexible Structure No Importance Factor 1.00 Kd Directional Factor 0}.85 Alpha 7.00 Zg 1200.00 ft At 0.14 Bt 0.84 Am 0.25 BM 0.45 Cc 0.30 1 320.00 ft Epsilon 0.33 zMin 30.00 ft Slope of Roof = 2 115 , 12 Slope of Roof(Theta) 10,00 Deg L: Roof Her. Width - 19 00 ft D: Roof Length along Ridge- 107.50 ft fit: Mean Roof Ht - 17.00 ft Type of Roof = MONOSLOPE Gust Factor Calculations Gust Factor Category I Rigid Structures - SiaInlified Method Gustl: For Rigid Structures (Nat. Freq,>l 11z) use 0.85 O 85 Gust Factor Category II Rigid Structuxes - Complete Analysis zm. 0. 6*Ht = 30.00 ft 1 zM: cc* (33/zm) "0.167 = 0.30 Lzm: l*(Zm/33)^Ep$ilon - 30999 ft Q (1/(1+0.63*((B+Iit)/Lzm)^0.63))^0.5 = 0.86 Gust2: 0.925*((1+1.7*lznt*3,4*4)/(1+1.7*3.4*2zm)) = 0.84 Gust Factor Surmnary Not a Flexible Structure use the Lessor. of Gustl or Gust2 = 0,84 Open Building-Moncelope Roof per Figure 6-1W L M L 0.51. 0 'N ' t # Normal, to Ridge - Open Building - Mancalope Roof per Figure 6-18A: Ganuna - 0 degrees, Clear Wind Flow Load CnW Cn1 Windward Wind Pres.Leeward Wind Pres. Case Psf Psf --------------------------------------------------------------- A -0.700 -1.100 -7.639 -12.003 13 -1.570 .000 -17.132 .000 M Notes - Normal. to Ridge Normal to Eave - Open Building - Monoslope Roof per Figure 6-18A: Ganm = 180 degrees, Clear Wind Flow Load Cow Cn1 Windward Wind Pres.Leeward Wind Pres. Case psf psf ----------------------- I ----------------------------------------- A 1-030 1.530 11.240 16.696 B 1.670 1.070 18.223 11.676 Notes -- Normal to Pave Along Ridge - CVen Building - Monoslope Roof per Figure 6..1. A Gamira = 90 degrees, Clear Wind Flow Length Along Roof Angle Load C11 Wind Press Along Ridge Ridge of Roof (Theta) Case psf psf ----------------------------------------------------------------- <= 17.0 Theta<=45 deg A -01800 -8,730 B 0.800 8.730 >17.0&<=2*17.0 Theta<=45 deg A -0,600 -6,547 B 0.500 5.456 >2*17 Theta<=45 deg A -0.300 -3.274 B 0.300 3.274 Notes - Along Ridge Wind Pressure on Components and Cladding M 0 X, ' 3 M ED All pressures shown are based upon MD Design, irith a Load Factor of I Width of Pressure Coefficient Zone " = = 3.00 ft Description Width Span Area Zone Cn Cn Max P min p ft ft ft Max Hin psf Psf ------------------------------------------------------------------------------- Zone 1 1.00 1.00 1.0 1 1.67 -1.57 21,39 -MIO Zone 2 1.00 1.00 1.0 2 2.50 -2.37 32.09 -30.37 Zone 3 1.00 1.00 1,0 3 3.33 -4.07 42,78 -52.20 Zone 3 Purlins 4.75 M50 140.1 3 1.67 -1.57 21.39 -20.10 Klicc;Corp. & Clad. Table 6-3 Case 1 = 0.70 Qhcc:.00256*V - 15.24 psf (sec) (g) 02 0.228 (SMs, Site Class B) 1.0 0.058 (SMI, Site Class B) - 0 N. A •0 • Longitude = -105.111717 SDs = 2/3 x SMs and SDI = 2/3 x SMI Site Class Period Sa (sec) (g) Q. 0.152 (SDs, Site Class B) 1.0 0.039 (SDI, Site Class B) Baja Construction Co,, Inc, 223 Foster Street Martinez, CA 94553 (800) 366-9600 Input: Period "T" Determination: h = 15,000 ft (height in ft, to top of structure) T = Ta Sec 12.8,2 R = 1,500 Table 12.2-1 Sds = (2/3)*Fa*Ss = 0.1520 1= 1.000 Sec 11,5. 1 To = Ct*hl,, Eq(12.8-7) Ss = 0,228 from USGS Sdl = (2/3)*Fv*S1 = 0,0387 S1 = O.058 from USGS Ct = 0.02 Table 12.8-2 Fa = 1,000 Table 11.4 -1 X = 0.75 Table 12,8-2 Fu = 1,000 Table 11,4-2 Cs ==I 11 Ta = T = 0,1524398 Equivalent Lateral Force Procedure: Sec 12.8 V =Cs* Cs Sds/(R/1) Eq(12.8-2) Sds = (2/3)*Fa*Ss = 0.1520 C s 1100 but need not exceed: Cs = Sd1 /(T*(R/1)) where T < TL Eq(12Z-3) Sdl = (2/3)*Fv*S1 = 0,0387 Cs = I 1 1 W 1 1 1, but shall not be less than: Cs = 01 ' , "' Eq(I2.8-5) and where S1 > 0.6g Cs shall not be less than: Cs 0, *S11(R/I) Eq(12.8-6) Cs ==I 11 = V = 01 013W 61M Baja Construction Co,, Inc. Page 6 223 Foster Street Job # 1361 Martinez, CA 94553 (800) 366-9600 Use: Altemative Equation 16-16: Equation 16-17: Equation 16-18: Equation 16-19: Equation 16-20: Basic Load Combinations pe,r IBC SecticaL I k05.32* D + S D + (oW D + O)W 4- S/2 D + S + W% D + S 4- /1 ASD Wind Factor .. ....... - ... ... ...... 0):= 13 (increase allowable stresses by 1/3) Roof Snow load = 30 psi - need not be combined with seismic Roof Purlin: Cee 10" x 3 1/2" x 12ga fbcant:= Meant fb,nt = 23,14k Sx max w, 013-03-1V,0,d.,a) a 3 2 2 Acant:= [4�a 1,b, - (L ")+ 3•a] Acant = O63 in - = 405.87 24�&Ix Acant 223 Foster Street Martinez, CA 94553 (800) 366-9600 1 Purlin to Beam Connection: 14ga clip with (4) 41.2 screws each purfin (8-screws at cont./cant. purlins) Pe rlins stacke 1 1 l ift , LO oqAo-p of roof beams. Check connection for yipind load, Lpfl n � 20.50 ft Purlin to Qlijj.Qkmjecfiqq igar ) _(sL _ d := 0,216 in K) := 3,0 Page 7 Job # 1361 Steel in contact with screw heart (12&apurlin Steel not in contact with screyfi&act jjjapurlLjq) Fu 65•ksi t := 0.105-in Fu2:= 65�ksi t2 0.070•in Pn 2.7•tydTu Pnj = 198 kips Pn := 17-tTdTU2 Pn = 2.65 kips E( ' t to or less than I Pn = 2,35 kips Pahmr .,-- P11 0 for (4) # 1 2 screws: 4.(Pah,,,) = 3.13 kips — O.K. for (8) # 1 2 screws: 8, (Pa, , h,a,) = 6.27 kips — 0.& Pa,he,r = 0.783 kips Baja Construction Co., Inc. 223 Foster Street Martinez CA 94553 Ll = 17.77' 1 1 L2=1.33' 3A Other - S FLEX, INC@ WHEATRIDGEA361 -Engineering%1361 Preliirt,divg, 10118/20133:41:34 PM, Frank Lorenzo, Baja Con5Uuc ion Co„ Inc. Baja Construction Co., Inc. Page 9 223 Foster Street Job 41361 Martinez, CA 94553 (80 0) 366-9600 Structure A Roof Beams - Load' From column inside fla Ll := 17.77-ft L2:= 1.33�ft Lt:= 19A6 b] := 13,01ft b2:-7 3.444 S,,,, ,= 21,0-ft 22� Foster Street Martinez, CA 94553 (800) 366-9600 Structure A Roof Beams - Load Conibinations: (2) Cee 16" x 4" x 10ga boxed with # 8 corner reinE bars Positive Wind Garfirna = 180. Load Case A is critical: Dead + Snow: wl WDL 4- WS � 1, w I = 745.50 pif MI MDL + MSL MI = 117,70ft kips Dead +Wind: w2:=wDj',4-01'WI80Awind%vard w2 = 42235pif M2:= MDL + ("180A M2 = 85,48ft' kips Dead +Wind +0.5 Snow: w L w3 = 737,35 plf M3:= MDL + ( O MISOA + 0.5'MSL N13 = 135.21 ft-kips Dead -1-0.5 Wind +Snow: 'A 18O.A.witidvvard+w5L w4 = 898.93 plf M4:= MDL + 0 . 5 ' 0) 'MBOA + MSL M4 == 151.33 ft•kips Sx:= 51.7787 -in Ix:= 414.2296444 fb:= niax(MI,0.75,M2,0.75' M3,0.75.M4) fb = 27.28 si Sx max(wl,0,75,w2,0.75.w3,0.75.w4)'(LI) 4 2•(LI) A := A = 1.31 in — = 324.57 8-&(lx) A Page 10 Job ##1361 223 Foster Street Martinez, CA 94553 (800) 366-9600 1 Structure A Beam to Column Connection: Column/Bearn depth, D:= 16.0-in Mconn- max(M1,0.75 Mconn = 117,70 ft kips Bears bottom flange to qL)jurnn web: Flare-Bevel Groove Weld - Transverse 1. t nZ., tensile strength, Pa := 65.0�ksi least member thiclaiess (I 2ga), t:= 0,135•in factor of safety, 0 := 2,55 Weld moment capacity(two-sides), M weld := 2� (0.5Taweid'D 2) 114" End plate weld to bearn and column: Feld tocolumn critical W n1eldd booth s ides ofrlate 12gjI tqdipal loadLin, 10 length of each weld, 1. 8.0 in L _= 5U6 t Mlweld = 30,58ftkips M I weld = 61.15 ft kips factor of safety, 0 3,05 Pn:= if L < 25, 1 0.01 1' A.L.Fu,0.75 Pn = 52.65 kips t t ) II I Pa jong i t := P Q n Paj,,,, = 17.26kips Weld at bottom Lqm Ufplate load -- g) length of weld, L:= 8.04n factor of safety, Q := 2.35 Pn := t-LTu Pn = 70.20kips V .— Pn P — = 2 Patmnw 9.87kips - Weld capacity, N12weld:= (patransv 1, 2, Pajongit)'(D) 2Ta = 34.52kips (both sides) M2weld = 85.86lUips Total weld moment c — OK �—awKi-W. MI we ld N12weld = 14TOI ft-kips 223 Foster Stre7et Martinez, CA 94553 (800) 366-9600 Structure A BeaIn to Column Connectionjuplift load 1: Building slope length, Lt = 19.16 ft w 2 1.00 ft NqgativLe Wind Ganinia tq, Case A: POAwindwad = - -7.639 psf WO,A.windvvard:= POA.Avindward'(s"""f") *11VOA,windward = —1 60 2 PI f WO.A.Ieeward:= POAIceward'(smWfi "*VO.AJem,,ard = —252,06plf MOA = WO.Aleewar&(U + WO.A.m Negative Kiqd gar qmafO Case B. PO,Bmindward ` --17.132 psf WO PO,B,windward'(sMWff'S) WORwindward = — 35937p)f w'VO.B.Jeemard:= PO,AJeeward'(SM%VfrS) �'VO.B.Jeeward = --252.06 plf M0,B: 'A"O,B,IeeNv2rd + NVO,B,windmard'(0-5'IA) (W) — Counteracting dead load moment neglected — conservative PO.Alemud = — 1 psf MO = —36.73ft�kips PORJeeward = O-OOOPSf MOB = —43.30ft , kips Beam bottorn flaDlye to colunin Nveb: Flare-Bevel-Groove Weld - Transverse Loadin Weld moment capacity (two-sides), N11weld=61,15ft -kips (see above) Pn:= min t e�Fxx,tel Pn = 4.21 kips ( NF3 in Pa := Pn Q Pa, = 1.65 k ip s Weld moment capacity, M2wcId:=Pa,,Id.LD M2weld = 15.41 ftkips Total weld capacity, (Mlweld + M2weld) = 76.56ft•kips — OK 'K . ....... . . . 4 Baja Construction 223 Foster Street Martinez, CA 94553 (800) 366-9600 1 Structure A Colunin Load in- -sign height, Flcot:= 14.%ft Tributaries, s,j, f,, = 2 L00 ft L2 = 1.331t LI = 173711 DL on, column, 115.50 pit' Pdl := MDI,:= 0.5•NvDL`(I,2 2 _ Ll 2) LLon cola rnn, W PSI := (WSL)1(dm-,k1'rs) MSL:= —U-Nv.SL,-(LJ) 2 MDL = _v1 & 1 34 ft•kips MSL = —99,468 ft�kips Vertical Seismic Load Effect: Igor page 6, SDS=0.152 Dead load, D:= W D = 2207.20 lbf Ev:= 02SDS-D Ev = 0.067 kips dead load on column seismic load on column I • Xlworow, RM, 223 Foster A Street Martinez, C 94553 (800) 366-9600 Stnicture A Column LPoqa(qIjfiqg Colunin design height, Heol = 14.50ft Overall length (sloped), Lt = 19,16 ft roof slope, 0 := I 0,0 Positive Wind Gamma I.H.Load Case A: Windward pressure, p, 80,Amiridward 1 1.240 psf P P18O.A.windward'(Smwfrs) Leeward pressure, P180.A.Ieeward = 16.696psf P2180,A,wiridNmrd - 2.261 kips P := P18O.A,Ieewird'(Smwfrs) P1180.&Ieeward = 3.35 kips Vertical wind: PYwind,pos,A := (P + P I 180.A.I.wad) COSW P.Ywind,pos.A = 5.535 kips Horizontal wind: Pxwind.p*s.A :° (P + PI 180.A.Ieewad)'sia( Pxwind.po,A = 0,976 kips — Positive wind Gamma = 1 80 Load Case A critical 223 Fo e ster Street Martinz, CA 94553 (800) 366-960071 Structure, A Colu Lquis cont: (2) Cee 16" x 4" x 10ga boxed with #8 corner reinf. bans Allowable Axial Stress: Fy:= 55.0-k Ky:= 2A Kx:= 2.1 I Y— i LY ) 2 = 11806A7 r E:= 295Wksi Ly = 14,50f1 Lx = 14.50 ft ( !! X � LX ' = 3199.62 r. ) 2 E Fe:= — ma ry r X ) I — F Xc := Xc = 1.493 Fn := if Xc > 1.5, ( 7 7 Fy,(O.658' ' ) Ty ] � c 2 ) Pn:= AeTn Pa, = Pn Oc Pn = ;114.67 kips r 3,3629•in r,:= 6.45Win RMENNERM Check CgoLh er ASCE 7- Section 12.2.5.2 For seismic load combinations, column axial loads shall not exceed 15 percent of allowable. Total axial load on column in combination with seismic load due to dead load o MIL W = 2.207 kips L = 0.02 Pa — Use of cantilevered columns as seismic force resisting system is acceptable. 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure A Column Load Conibination: Dead Ioad + Roof Live Load Qb:= 1,67 Ix := 414.2296- in 4 Sx:= 51,77874n 3 Cmx:= I 2 Mnx:= SxTy Max = 237.32 11-kips Pex := 7r &Ix 2 (1x•Lx) ax:= Qc + Psi) ax = 0.9716 Pex f2c.(PdI + Psi) + nb • Cmx- I MDI, + M SLI - = 0.97 Pn Mnx Load Conibination: Dead Load + Wind Load Load Combination: Dead Load + Wind Load + 1/2 now ax I - QC.(PdI + 0) •PYvi,d,pI,A + "�PSII am = 0.9693 Pex Qc.(Pdl 4, O'Nind,pos.A + "'PSI) + Ob-crax. IM + (o + 0,5�MSLI = I �01 Pn Mnx-(xx Load Combination: Dead Load + Snow load 1 -L 1/2 Wind QC + Psi + 0 . 5-( o - Py,,id.pos.A) ax = 0.9644 Pex < 1,33 O.K� < 133 OK flc�(Pdl + Psi + 0.5•(o Qb�Cmx- IMDL + M + 0.5-w Mwindpos,Al + = 1.20 < 1.33 O.K Pn Mnx•(xx Combin Dead 4 Seismic/] .4 h�t edloadi"- Loa ax := I Qc�(Pdl + Ev) ax = 0.9955 Pex + Ev) CWCm4 I MMI + 'h) r Qc•(PdL_ + 1.4 = 0,17 Pn Mnx-ax 22� Foster Street Martinez, CA 94553 (800) 366-9600 1 Structure A C glut - nn Combination Dead Load + Neoritive . 1 vViad Gamma = 0 Load Case A U oad — -f Lk�-q-A a) = 130 Windward pressure, POA.windward = -7-639psf s,,,,f = 21,0011 P = PO.A.witid%va rd' (Sni"frs).(O 5-IA) P20.A.windward = -1.537kips c2 = -1,62011 Leeward pressure, PO. kleemard = - 12,003 psf PIO.Meeward �= POA. leeward' (smvvfrs) ' ( 0 . 5 • Lt) 1 ?IO.A.Iem2rd = —2.415 kips cl = —1 1,200 R Colunin (2) Cee 16" x4" x 10 boxed with #8 corner reinE bars Fy = 55,00ksi fit := 1.67 f2b = 1.G7 Sx = 51,7787 in 3 Ag = 9.9266 in 2 Tn:= AgTy Tn = 45.96 kips Mnx:= SxTy Mnx = 23732 tl• kips Sit O*PYvvind.neg,A 4" 06TP`dli + f)b+)-Mwind,e&A+MDLI =0.15 < 133 OK, Tn mnx WmN 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure A Column Combirtation Dead Load + NM4,tjve Witid a4mpa = 0 Load Case 13 Leeward pressure, 1 'ORI.,,.,d = "OOPSf Plo,weeward := PO,B,Iee, N2rd (Sinvvfrs) PIO,B,Iee,v-,id = ( " 00 kips c1 = .- 1 1.200 tl Colunins: (2) Cee 16" x4l' x 10ga boxed with #8 corner reinE bars Fy = 55.00ksi fit := 1,67 Ob = 1.67 Mnx:= Sx-Fy Tn = 545,96 kips Max = 237,32ft 0) ' 1 ' Yvvindmeg.B + 0.67-Pdll + fW lo) + MDLI = 0.09 < 133 OK Tn Mnx Baja Construction Co., Inc. Page 19 223 Foster Street Job # 1361 Martinez, CA 94553 (800) 366-9600 Stnicture A Check 1A)ngituditial lAiteral Loac LsLweqk-axi Hoof = 14.5011 d"" = 19.11 ft fX- ad Load + Live Load Dead load on column, PdI = 2.207kips MDL = — 1 8.134 fl-kips Seismic Io gq colur�m J�iee abovej W = 2207.20 IV dead load on column V 0,224kips seismic load on column Mseis = 3.242 ft• kips Horizontal Seismic Load Effect: QE = 0,224kips Eh = 0.291 kips MEh = 421 ft- kips Vertical Seismic Load Effect: Dead load, D:= W D = 220710 lbf Ev:= 0.2.SDS-D Ev = 0.067 kips 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure A Check Columns for IA,)ngj!qdjnql Lateral Loqds,_� orate (2) Cee 16" x 4" x 12ga boxed with #8 corner reinE bars t�d tq-.AELb I e A NiAj rsAe�LAL - yA., §Les s _ _ q Pn = 214,67dips Pa = 119.26 kips Combined " Load ad Load A- Wind Load Sib := 1.67 Ix = 414.2296 in 4 Sx = 51.7787 in 3 CnIX:= I Oe (Pdl) + Ob� Cnlx• I ME)LI + f = 0.32 Pn mnx-ctx Mny-ay Combined Loads - Mad Load + Wind Load + 1/2 now CombinedLoadip -Dead Load + Snow Load + 102 Wind Combined Loadiijg�- Dead Load 4 Seismic/I .4 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure, A Rettuired colurrm embedment: M5:= 0.75, 1 MDL + 0 . 5 �MSL + ro Mwind,,,,'13 I M5 = 45,457ftakips M6:= I M + f2o-Mseisi M6 = 14.081 ft M7:= IMDL — flo.Mseisi M7 = 22,186f1•kips LqpSitudinal directi 9 1 - 10 - 11 Mwindl,, = 10.(199ftkips Maximurnmoment: Mmax:= max (MI,M2,M3,M4,M5,M6,M7,Mwindl,,, Mmax = 1] 7.602 fl - kips Load factor LF:= 13 LF.(Mmax) = 199.9211-kips ACI 318-08 Section 10.1 Strength reduction factor Concrete Strength Design bearing strength Column flange width � := 0.65 fc:= 2500-psi Fb, � Fb = 1.38 ksi b,,,:= 8.0 in w = 132600.00 pif Re: aired column ebr:dment: F�6 � (L - (M d dreqd:= ,, 36. qd = 09in w Baja Construction Co,, Inc. Page 22 223 Foster Street Job #1361 Martinez, CA 94553 (800) 366-9600 A:= 234T A = 7,35 ft SI-b A +'� 1 �43 6-F dunconst A d uncollst = 15,066 2 A Allow. Skin Friction Ff Ff,,,,, = 250.00psf 6 Pier Capacity ... ....... Cap:= TE�b•f Cap = 1963.50plf Friction capacity F:= (Cap)•(Dunconst — 1.0-ft) F = 28.47 kips — OK. (neglect top LO R) Check Pkr F Lootin for U lift Load: lift niaX(1PcOIng,Aj , jPCOIng,Bj) Uplift = 3.58 kips Weight of footing, Wft g:= (145•pcf)•7r•r 2 Dunconst Wft g = 11,03 kips Wftg, — 3.08 — O.K. Uplift Baia Construction Co. 11 223 Foster Street Martinez, CA 94553 (925) 229-0732 Title : Dsgnr: Project Desc,: ENE= IN General Information Calculations per ACI 318-08, IBC 2009, C BC 2010, ASC E 7-05 ----------- Material Properties Soil Design Values Direction Requiring Closer Separationig Z-Z fo Concrete 28 day strength 2 ksi Allowable Soil Bearing 1.51 ksf fy Rebar Yield 40 O ksi Increase Bearing By Footing Weight No Ec: Concrete Elastic Modulus 2,850,0 ksi Soil Passive Resistance (for Sliding) 100 0 Pcf Concrete Density 145,0 pcf Soil/ Concrete Friction Coeff, 0250 rp Values Flexure 090 Lr L S W Shear 0,750 Increases based on footing Depth 5,535 Analysis Settings OB: Overburden Footing base depth below soil surface = ZO ft Min Steel % Bending Reinf, O 00140 Allowable pressure increase per foot of depti ksf Min Allow % Ternp Reinf, M-ZZ w 18.134 when footing base is below It Min, Overturning Safety Factor 1.50 :1 Min. Sliding Safety Factor 1.50 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is greaten it Include Pedestal Weight as DL No Dimensions Width parallel to X-X Axis 12.50 ft Length parallel to Z-Z Axis 6.0 ft Footing Thicknes = 42,0 in T Load location offset from footing center.., ex : parallel to X-X Axis 0 in ez: parallel to Z-Z Axis = 0 in Pedestal dimensions— PX : parallel to X-X Axis in pz.parallel to Z-Z Axis in Height in Reber Centerline to Edge of Concrete., (0 at Bottom of footing = 3.50 in ... _.,.... Rein 19 1111 Moro -9-11--,------.-.---------,--,---,.------ Bars parallel to X-X Axis Number of Bars 110 Reinforcing Bar Size # 5 Bars parallel to Z-Z Axis Number of Bars d 27.O i mg Reinforcing Bar S0 # 5 Bandwidth Distribution Check (ACI 15.4.4-2) Axis —777 Direction Requiring Closer Separationig Z-Z # Bars required within zone 64,9% # Bars required on each side of zone 35,11% A led Loads PPj ­L --------- D Lr L S W E H P: Column Load 2.217 112.039 5,535 O 0670 k OB: Overburden .1111 .. ......... ksf ...... ..... —11111-1-11- M-xX 1 t 099 3.242 k-ft M-ZZ w 18.134 99.488 41.283 3.242 k-ft V-x k V-z k Description : Alternate Spread Footing - Structure A Baja Construction Co, Inc, 223 Foster Street Martinez, CA 94553 (925) 229-0732 Description : Alternate Spread Footing - Structure A Title : Dsgnr, Project De c.: Project Notes • BE 1111MM DESIGN SUMMARY ............... Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.9387 Sod Bearing ------------- ------- —'-­­"---- ksf 9,50 ksf +D+0,750L+0,750S+0.7501N +H PASS 8.822 Overturning - X-X 10.099 Wt 89,090 k-ft 0,6D+W PASS 1.859 Overturning - Z-Z 130.99 k-ft 243.55 k-ft 0,6D+S+W/2 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 H k No Uplift PASS 03354 Z Flexure (+X) 25,666 k-ft 76,516 k-ft +1.20D450L+1.60S+0,80W PASS 0,1288 Z Flexure (-X) 9.984 k-ft 77,524 k-ft +1.20D+0.50L+1,60S+0,80W PASS 0,02495 X Flexure (+Z) 1,903 Wt 76.284 k-ft +1.20D+0,50L+1,60S+0.80W PASS 0.01723 X Flexure (-Z) 1.394 k-ft 76,284 k-ft +120D-+050L+1k05 PASS 0.03041 1 -way Shear (+X) 2,280 psi 75.0 psi +1.20D+0,50L+9 k0S+0.80W PASS 0.03041 1 -way Shear (-X) 2.280 psi 75,0 psi +1 20D+0,50L+1,60S+0.80W PASS n/a I -way Shear (+Z) H psi 75,0 psi We PASS n/a 1 -way Shear (-Z) 0,0 psi 75,0 psi n/a PASS 0.02634 2-way Punching 3,950 psi 150,0 psi +1,20D+0.50L+1 60S+0,80W *A qw, mp «<» wSee Martinez CA 94553 (800) 366-9600 Om C-4 LLI 0 I cc m cq 0 ZI a\ 5 cl: m % / A O 00 m 1, � \� ƒ� ( 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure B Roof Beams - Loadincy: From column inside flan Ll 18,91 ft 1,2:= 18.92-ft Lt 38.41ft Smvvfrs := 21.0.11 EX-ad Load, RDL = 5.50 psf Ml)l.:= 0-5'WDL.L2 2 Snow Load: Pf = 30.00 psf WSL := (Pf)'(SM'A'frS) SL ;= 0.5-M5L-1,2 2 I'VA.windwarcl = -7.639psf WO.A.windward: 1 'O,A,win&A,2rd'(S'wr") "VOA.,vi.dward = — 1 60.42 pl f '*VO.A.leeNvard: PO.AJceward'(Sniwfrs) WO,A,Iee,,,ad = — 25106plf MOA := jnax I 0 . 5 �(NVO,A,windvv-,trd)'( 0 . 5 �Lt) -' I 1 ( I] �!I Wind Garania - � = PORwind.,d 17.132 psf W0,Bmindward: PORwin&vard'(Sl'nwrrS) WO.B.windvvard = -3 59.77 plf 'A'O,B,Iee PO,DJeeward'(Sinwfrs) NVORleeward = 0 - 00 PIf MOM ° rna I 0-5-(4VO,B,windward)-(0. Lt) 21 , j I I I'VAJee.,d = -11003 psf MO = 46.51 ft-kips PO.B.Ieeward = "OOPsf MO,B = 6638ft�kips 223 Foster Street Martinez, CA 94553 (800) 366-9600 Shucture B Roof Beams -brad Combinations: (2) Cee 16" x 4" x 10ga boxed with # n r reinf. bars Positive Wind Gamma = 180 Load Case B is critical: Dead + Snow: wl := w 1 , + vN ,, D Ml := Mist:, + MSL Sx:= 51,7787-in 3 Ix:= 414.2296 in 4 rnax(MI,0.75N2,0.75-M3,0.75-M4) fb = 3092ksi SX A := niax(wl,0.75 -v4) 8= &(Ix) 2 = 26&85 A Baja Construction Co., Inc. Page 28 223 Foster Street Job # 1361 Martinez, CA 94553 (800) 366-9600 Structure B Beam to Colurma Connection - Loadina: N ative Wind G q anmimq Casq A. PO,A.,i,d,,,,,d = —7.639psf POA lee .,d 12,003 psf q --- _— — : — --- 'ft Awindward:= POAmindward'(SiTiNdrs) "O.Amindvvird = -- 1 60A2 plf NV O.A,leevard:� PO.A-leCward'(SmNv WOAlceward = -- 252.06: 1f MO,A:= 0.5•(WO,Awindwad)'(0.5 Lt)2 — 0-5+lN'O,AAmmd)-(0,5� Lt)2 MO = 16.91 ft•kips Baja Construction Co., Inc. Page 29 223 Foster Street Job # 1361 Martinez, CA 94553 (800) 366-9600 Structure B Bearn to Column Connection - Load Combinations: Positive Wind Gannna = , Case B , cdtc i - ij — - - At Dead 4- Snow: Wl := NVDL 4- wl = 745.50plf Ml := MDL + MS1, MI = 112.7611•kips Column/ Beam depth, D:= 16.0•in Mconn:= rnax(N1I,0.75=M2,0.75•M3,0.75-M4) Mconn = 116.93ftkips Beam bottorn fl?Tigqto polumn web: Flare Groove Weld - Transversel.oading: Weld moment capacity(two-sides), Mlweld=61.15ftkips Pn:= min te-1` Pn = I 5.43 k �3 in Pa := Pn Pa = 6.05 kips Q in Weld moment capacity, M2weld:= Pa•UD N12weld = 5649 ft kips Total weld capacity, (Mlweld + Nl2weld) = 117.64ft -kips — OR. 22� Foster Street Martinez, CA 94553 (800) 366-9600 1 Structure B Beam to Colunin Connectiou u fiftioad _Lp ---I Build ing slope length, tA=38.42ft - = 2 1,008 R - Note: dead load moment, M kips PO.Alonmd = - `12.11(13 p-,f Ma A = -73.65 ft•kips PO.B.1cewnd = O-OOOPSf MOB = -86.82fl-kips Beam bottom flan ggio column web: Flare-Bevel Groove Weld - Transverse Loadin Weld moment capacity (two-sides), MI weld 61.15 ft (see above) Pn:= mir te Pn = 15.43 LIES F3 in Pa := Pn Pa = 6.05 kips 92 in Weld moment capacity, M2weld:= Pa.LrD M2weld = 56.49 ft kips Total weld capacity, (Ml weld M2weld) = 11 7.64 ft-kips - OK. M-1 "W#Wmtq 223 Foster Street Martinez, CA 94553 (800) 366-9600 Structure B Qolurnnj,,o�adin Design height, Hcol:= 14.50 Tributaries, s,, d,,, 37.8+ft L2 = 18,92 ft LI = 18.9211 DLonco"I - IVDL= 115,50 pif Pdl := vv d,,f, MDL:= U-vj)j,,.(L2 2_ Ll 2) LLon cols. mn, 'w MSL:= —0-5'VY.SL'(LI) 2 MD L = 0.000 ft• kips WMIENEEM MSL = —112359 ft Vertical Seismic Load Effect: From page 6, SDS=0.152 Dead load, D:= W D = 4370.52 lbf Ev:= 0.2-SDS.D Ev = O. 13 3 kips dead load on column seismic load on column 22� Foster Street Martinez, CA 94553 (800) 366-9600 Structure, B Coltmin Loading- cont.: Column design height, Hcol = 14.50ft Overall length (sloped), IA=38.42ft roof slope, 0 := 10.0•deg Positive Wind Gamma I 80-1-1,,-04d Case A: Windward pressure, p180,A.windward=ll,240psf P P180,A,%vind),vtrd'(' Leeward pressure., -PINA.Ieeward = 16.696psf P2180A.windward = 4.534kips P := P180,A.leeward'(Smwfrs)°( P1180A,Ieeward = 6.735kips Vertical wind: PY%kind.pos.A := P + ICI 180A,Ieeward)"Cos(o) PYwindpm,A = 11.09 Lips Horizontal 1%vind: PXwind,pos,A := (P21 8O.Amindward + PI I 80.A.Ieeward) Pxwid.p,,s.A = 1,9 'lops -- Positive wind Gamma = 1 80, Load Case A critical 223 Foster Street Martinez, CA 94553 III (800) 366-9600 Structure B Colunuis cont (2) C 16" x 4" x 10ga boxed with #9 corner reinf. bars Allowable Axial Stress: Fy:= 55.0 Ky := 2.1 Kx:= 2.1 ley ,y 2 11956A5 r y ) E:= 295Wksi Ly = 14.50 ft Lx = 14.50 ft ( rX !2X-) 2 = 3151.05 2 it E Fe := – (Ky4,y )2,(2iX fX 2 ma . s ry rx kc _Fy kc = 1,543 Fe Fn := if[ 4 > 1.5, Xc 2 Fy,(O.658 Fy] ale := 10."7`611 -inn Pn:= Ae�Fn Pn Pa:= — Oc r 3.3417-in r,:= 6.5094-in Check Cglunraper ASCE 7 Section 12.2.5.2 For seismic load combinations, column axial loads shall not exceed 15 percent of allowable. Total axial load on column in combination with seismic load due to dead load on W = 4,371 kips E -11.43 Pa – Use of canti levered columns as seismic force resisting system is acceptable. llql" 223 Foster Street Martinez, CA 94553 (800) 366-9600 1 Structure B Colunui Load Combination: Dead Load + Roof Live Load Load Combination: Dead Load + Wind Load Load Combination: Dead Load + Wind Load + 1/2 snow ax:= I - nc(Pdl + (OPYNNiiidposA ax = O.9444 pex f2c.(Pdl + (0 PY,,i,d,p,,_A + 0.5-PSI) + Ob III DL + a Mwindp,,A + 0.5'1 SLI = O 54 pn Mnx-ax Load Combination: Dead Load + Snow load +1/2 Wind r)c + Psi + 0 . 5 •O ) 'PYwind,pos,A) ax := I - ax = 0.9359 Pex f2c�(Pdl + Psi + 0.5.(O.PYwind,pos,A) + Qb.Cmx� I MDL + Mss, + 0 5•w Nlwindpos.Al = 1.00 Pn Mnvax Combined Loadine - Dead Load Seismic/ 1.4 Baja Construction Co" 1 1 223 Foster Street Martinez, CA 94653 (800) 366-9600 Page 35 Job #1361 Structure B Column Combination Dead Load + Negative Wind Gamma= 0, Load Case A P Le 4�rL jypa,�= ad Case A. qdjj�qd,aq _a (o = 130 Windward pressure, POA,windward = —7.639psf Snivdis = 21 it P PO.A.u�'indcv-,ird*(Smwfrs)'( P ,082 kips c2 = 12.340 ft Leeward pressure, PO,AAee,.,d = -- 12.443 psf PIO.Alee,wird: POA,Ice%vard' (smwfrs)'( PIOAleewad = —4,842kips c = —6.870 ft Vertical wind: PYwind.negA:= ( + PIO.A.Iee.,d)' COS( PYwind,negA = —7.803 kips ,Horizontal wind: Pxwind,neg.A: (P + PlOAIee,,,,)"sin( PXwind,neg.A = —1.376kips Wind moment: Mwind,,g,A:= P + PlO,A.Icewa,&(Cl) Mwind,,,g,A = —436211•kips Total Column Axial Load: Dead load on column, Pdl=4.37kips PCOI,,g,A:= 0) PYwind.neg,A + 0.6TPdl PCOln,g,A = --7.216 kips — Column in tension Columns: (2) Cee 16" x4l' x 10ga boxed with #9 corner rein E bars Hey = 55.00ksi f2t:= 1.67 Ob = 1.67 Sx = 56.9960 in 3 Ag = 10,7611 in 2 Tn:= Ag.Fy To = 591.86 kips Mnx:= Sx-Fy Mnx = 261.23 ft•kips Qt+')'PYwind.neg,A+0.67*PdlI + Qb� I(o + MDLI = 4,06 < 1.33 OK Tn Mnx 223 Foster Street Martinez, CA 94553 (800) 366-9600 Struct B Colunui Combination Dead Load + �qtive_W id Gamma -- 0 Load Case B CkKe Wi n d cr d (Larmna = 0 LQac `as k: co = 1.30 Windward pressure, P0,B.,ind,,2,d=--l7.132psf s rs = 2 1,00 ft P20.B.windNvard , PO,B.windward'(Sniivfrs) NoRwindward = —6911 kips C2 = 12.340 ft Leeward pressure, PO.B,Iee,,-ad = "OOPSf PIO,Blecward :— Pry. B.Icewvard*(Snlwfrs)'(O• - PIO.B.Iemad = 0.000kips Vertical windy PYwind.neg.B :TM (P + PIO.BJceward)'COS( PY neg,B = —6 806 kips Horizontal wind: pxwind.neg,B := (P + P I 0,131ce.,d)'Sin( PX",jnd.neg,B = —1.200kips Wind moment: Mwindneg,B:= P + PlO,B,Iee, Mwind,eg,B = —85.284ft-kips Total Column Axial Load: Sx = 56.9960 in 3 Ag = 10.7611 in 2 Tn:= Ag�Fy Tn = 591.86kips Mnx:= Sx•Fy Mnx = 261.23 ft -kips Ot. I + 0.67,Pdll + Sib• io + MDLI = 0.73 < 133 O K Tn NInx 22� Foster Street Martinez, CA 94553 (8 00) 366-9600 Structure B Check Lon kudinal Lateral Loads (weak-axis f1col = 14.50 ft d,, , = 37.84ft Dead Load 4 Live Load Dead load on column, Pdl = 4.371 kips MDL = 0.000 ft kips Wind Load: Max wind pressure, Pwinda., = 18.223 psf (apply to 2' vertical projection) Fw:= (Pwind,,I-) ft) Mwindj,, (Fw)•(Hcol) Nlwind�,ngft = 19.997ft•kips ,Seismic load _pet colon n sec. above W 4370.52 lbf dead load on column V 0.443 kips seismic load on column Mseis = 6.420ft•kips Horizontal Seismic Load Effect: QE = OA43 kips Eh = 0.576kips M 8,35 ft• kips Vertical Seismic Load Effect: Dead load, D:= W D = 4370.52 lbf Ev:= 0.2 " S S• Ev = 11.133 kips WWRIMM load per column Pale 37 Job # 13 61 22� Foster Street Martinez, CA 94553 (800) 366-9600 Structure B Check- Colunins for Longitudinal Lateral Loads, cont: (2) Cee 16" x 4" x 12ga boxed with #9 corner reint bars Allowable Axial Stress fee above - Pry = 229.81 kips Pa = 127.67 kips Combined Loading -,D ead Load 4- Wind Load Qb:= 1.67 Ix = 455.9680 in 4 Sx = 56.9960 in 3 Cmx:= I f2c.(Pdl) Qb�Cmx]MDJ,j S2b-Cmy-(a),Mwind,,,n, �j) + + 0.36 Pn Mnx Mny�ay Combined Loadina. - Dead Load + Wind Load -x- 1/2 Snow Combined Loadine - Dead Load + Snow Load + 1/2 Wind Combined LoadinL - Dead Load + Seismic/1.4 < 1.33 OK. f Foster Street Martinez, CA 94553 (800) 366-9600 Structure B 9 unip embedment: Ml := IMDL + MSLI MI = 112.759 ft•kips M2:= 0.75. 1 MDL + MS 31, + 0.5�(o-Mwindpos,Ai M2 = 79,850 ft•kips M3:= 0.75-IN4 co•NIwindposAl M3 = 32.845 ft°kips M4:= 035. 1 MDL + NI + 0.5-(D.Mwindng.BI M4 = 126,146 ft1ips M5:= 0.75 IMDL + 0 - 5- MSL + (o•Mwind,,,,,j,, N15 = 125.437ft -kips M6:= IMDL + Oo M6 = 8.025 ft-kips M7:= IMDL -- flo�Mseisl M7 = 8.025 ft -kips Lq ttAOLILIAL-directioa: NIwindj,, Maximurn moment: Mmax:= iiiax(M1,M2,M3,M4,M5,M6,M7,Mwindl,, Mmax = 126.146ft -kips Load factor ... LF:= 13 LF (Nlmax) = 214.45 ft- kips ACI 318 Section 10.1 Strength reduction factor .. Concrete Strength Design bearing strength . ..... Column flange width ....... ........... W:= (F 0 := 0.65 fc:= 2500•psi F 0 (0.85-fc) Fb,g = 1 .38 ksi b,,,:= 8,0•in w = 132600.00plf Re A uired column ernbedinetit* - d,eqd:= deqd = 37,38in I W 1 011 (1119 Baja Construction Co., Inc, Page 40 223 Foster Street Job ##1361 Martinez, CA 94553 (800) 366-9600 A:= 2.34-P A= 7.63 ft S d _L-16 �Flcol d = 15 unecinst + I + "'co' unconst A511 2(F+ A ) Check Pier Footing for Vertical Loads )l -T T Max. Vertical Load P:= Pd1 + Psi P = 28210 kips Allowable Soil Bearing --- SBP = 1500.00 psf Allow. Skin Friction ... Ff.,,.:= Wallow 6 F, f,,,, = 2500 .0psf Pier Capacity ......................... Cap:= 7E Cap 1963.50plf Friction capacity F:= (Cap)"(Dunconst — 1.0-111) F = 29.45 kips — OK. (neglect top 1.0 ft) Check Pig Fopj�i for U ift Load - Uplift := maX( I PCOlmplj , I PCOlmg,131 Uplift = T22 kips NVeigbt of footing, Wftg:= (145.pcf)-n-r 2 Dunconst Wftg = 11.39kips Wft g — 1.58 -- O.K. Uplift Baja Construction Co. Inc, 223 Foster Street Martinez, CA 94553 (925) 229-0732 Title: Job # Dsgnr: Project Desc.: Project Notes: Prin%,& 22 OCT 2013, 1:0ni General Footing He kkOther Regions1 `1361 - 5 FLEX, INC U WHi Description: Alternate Spread Footing - Structure B General Information Calculations per ACI 318-08, 113C 2009, CBC 2010, ASCE 7-05 Material Properties Direction Requiring Closer Separationig Z-Z Axis Soil Design Values fc: Concrete 28 day strength 2.50 ksi Allowable Soil Bearing 1,60 ksf fy : Rebar Yield 40 O ks! Increase Bearing By Footing Weight No Ec: Concrete Elastic Modulus 2,850.0 ks! Soil Passive Resistance (for Sliding) 1 00f O pcf Concrete Density 145,0 pcf Soil/Concrete Friction Coelf. 0250 (p Values Flexure 0.90 23.839 11.878 0,1330 Shear 0,750 Increases based on footing Depth Analysis Settings M-xX w Footing base depth below soil surface = 2,0 ft Min Steel % Bending Reinf. 0,00140 Allowable pressure increase per foot of deptl= ksf Min Allow % Temp Reinf. V-x when footing base is below ft Min, Overturning Safety Factor 1.50 1 Min, Sliding Safety Factor 1,50 1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of depi ksf Use ftg wt for stability, moments & shears Yes when maximum length or width is greater4 ft Include Pedestal Weight as DL No Dimensions Width parallel to X-X Axis 13750 ft Length parallel to Z-Z Axis 6.50 ft Footing Thicknes = 42,0 in ------- - - - - - Load location offset from footing center— ex: parallel to X-X Axis 0 in ez : parallel to Z-Z Axis 0 in L-- Pedestal dimensions— px parallel to X-X Axis in pz parallel to Z-Z Axis in Height in Rebar Centerfine to Edge of Concrete., at Bottom of footing = 3.50 in Bandwidth Distribution Check (ACI 114.4.2) Direction Requiring Closer Separationig Z-Z Axis # Bars required within zone 64.2% # Bars required on each side of zone 35.8% D Lr L S mm W E H P: Column Load 23.839 11.878 0,1330 k OB : Overburden - ksf .. .. ...... M-xX w 19,997 6.420 k-ft M-Zz ........... . . . 112 5&356 6A20 k-ft V-x k V-Z k Baja Construction Co, Inc, Title : Jab 223 Foster Street Dsgrn: Martinez, CA 94553 Project Desc.: (925) 229 -0732 Project Notes Pdnte t:22C CT 22i3, 1:00 General e F ._ _ _ He J.10ther Regians11369 S FLEX, INC @ WHEAT R GEM61 EngineeringToIcs11361 spread footing ec6 ENERCALC, INC. 1983-2011, Buft ,2,10, 0, Ver.6100k � $ Description : Alternate Spread Footing - Structure B dIG fJMY" Min, Ratio item Applied Capacitor Governing Load Combination PASS 0,9827 -- -__.__ ...._._ _._._ Soil Searing ...___...._ _,__ .F.m.._ _ 1,474 ksf __._._____.__.....__ - _ 1,50 ksf _.._rr _ w . - -e__ _ .,_ +D+0,750L+0.750S+0,750W4 -H PASS 6.780 Overturning - X 19.997 k - ft 135.57 k 0,6D +W PASS 2.888 Overturning - Z -Z 141.94 k -ft 409.36 k -ft 0.6D +S +Wl2 PASS n1a Sliding - X-X 0,0 k 0,0 k No Sliding PASS We Sliding - Z-Z 0,0 k 0.0 k No Sliding PASS nta uplift 0.0 k 0.0 k No Uplift PASS 0.4134 Z Flexure ( +X) 31.449 k -ft 76.069 k -ft +1.20D+0,50L +1.60S+0.80W PASS 0,04520 Z Flexure ( -) 1483 k -ft 77.071 k -ft +1.20D+0.50L +1.60S+0,80W PASS 0,04974 X Flexure ( +Z) 1708 k -ft 74,510 k -ft +1.20D+0,50L +1,60S+0.80W PASS 0.03440 X Flexure ( -Z) 2,563 k -ft 74,510 k -ft +1.20D450L +1.605 PASS 0,06262 1 -way Shear ( +X) 4,697 psi 75,0 psi +1,20D+0.50L +1,605 +0.80W PASS 0.06262 1 -way Shear (-X) 4.697 psi 75,0 psi +1,20D+0,50L +1.60S+0.80W PASS nla 1 -way Shear ( +Z) 0.0 psi 75.0 psi We PASS nla 1 -way Shear ( -Z) 0,0 psi 75.0 psi n1a PASS 0.05282 2 -way Punching 7.923 psis 150.0 psi +120D+0,50L +1.60S480W M Project: Model. SECTION DESIGNATION: Cee 10 x 3,5 x 12ga Single C Stud INPUT PROPERTIES: Web Height = 10.0000 in Steel Thickness = 0.1050 In Top Flange 3,6000 in Inside Corner Radius 0,1250 in Bottom Flange = 3.5000 In Yield Stress, Fy = 65;0 ksi Stiffening Lip = 1.0000 In Fy With Cold-Work, Fyn 55.0 ksi OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) 5.2272 in Moment of Inertia for Deflection (Ixx) 29.1332 lnA4 Section Modulus (Sxx) 6.1934 in A 3 Allowable Bending Moment (Me) 1425129 Ft-Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) 6,0000 in Moment of Inertia (Ixx) 29,1332 inA4 Cross Sectional Area (A) 1,9189 InA2 Radius of Gyration (Rx) 3.8964 In Section Properties, Weak Axis Gross Neutral Axis (Xcg) From Web Face 1.0069 In Gross Moment of Inertia (Iyy) 3,0967 lnA4 Radius of Gyration (Ry) 1.2704 In Other Section Property Data Member Weight per Foot of Length 6.5296 IbIft Allowable Shear Force In Web (Unpunched) 10800.18 lb Pao for use in Interaction Equation C5-2 35676 lb Torsional Properties Dist. from Shear Center to Neutral Axis (Xo) -2.5319 In St. Venant torsion Constant (J x 1000) 7,0520 lnA4 Warping Constant (Cw) 63,2871 In' Radii of Gyration (Ro) 4.8173 in Torsional Flexural Constant (Beta) 01238 M Project: Model: SECTION DESIGNATION: (2) 16 x 4 x 10ga Boxed C Stud iNPuT egoPERItEs. Web Height 16,0000 In Steel Thickness = 0.1350 in Top Flange 4.0000 in Inside Comer Radius 0.1250 in Bottom Flange 4.0000 in Yield Stress, Fy = 55,0 ks! Stiffening Lip = 1.0000 In Fy With Cold-Work, Eye 55.0 ksi _QUTPUT PROPERTIES Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) 8.2486 in Moment of Inertia for Deflection (Ixx) 243,6231 inA4 Section Modulus (Sxx) 28,0044 in" 3 Allowable Bending Moment (Me) 76858.47 Ft-Lb Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) 8,0000 in Moment of Inertia (Ixx) 243,6231 ln Cross Sectional Area (A) 6,7850 lnA2 Radius of Gyration (Rx) 5.9922 In Section Properties, Weak Axis Gross Moment of Inertia (Iyy) 76,4900 in A4 Radius of Gyration (Ry) 3,3576 in Other Section Property Data Member Weight per Foot of Length 23,0877 lb/ft Allowable Shear Force In Web (Unpunched) 28292,55 lb Pao for use In Interaction Equation C5-2 111153 lb ka)ti } e wit e rs h 48 Rba _LZpAoxed Cees or Reinf----- 4 (2) Coo 16x4xlOga boxed t:= 0.1354 lyo:= 76.49004n 1 :L-8,0-in B:= 4.0 in' A:= 6,7850111, 2 Reinf rebar size, No := 8 L 1.000 it) 8 Areitif := 7t Areinf = 0,7854 in Ireinf := (0 049087) (�a ) Ireinf = 0.0491 in 4 dx:= D — (t) — 0 5 dx = 73650in dy:= B -- (t) — O.5 t) dy = 3,3650 in �Imron.gl Axis Section F�tRpgrties: Weak is Section Pronetties: m Rein rebar size, No := 9 No 'in 1.125in 8 Areinf Areinf = 0.9940 in 2 freinf := (0 049087)- )4 Ireinf = 0.0786 in dx:= D — (t) — 0 5 �4) dx = 7.3025 in dy := B .- (t) — M W dy = 3.3025 in Strong, Axis Section Properties: Weak Axis Section Protierties: City, State, Zip: Contract+r. r,. ° Contractor License #: � ,�, ,s, „ , . P hone: c �y } c p �✓J $,+ °a 4 +.,.,.vv ". � � k l j { f +�.. ��Avsa� �,..$' ro ��d *.»,.••a f # Company # x Com # ! r Approval Approva Approval i, -... Construction Value: (as calculated per the Building Valuation Data sheet) Plan review (due at time of submittal): ad ded : # Gallo OWNERICO SIGN O UN DERSTANDING A AGREEMENT OWN +.. w # under this permit. Plans subject to field Inspection, CIRLOE ONE:� (OWNER) (CONTRACTOR) or ( REPRESENTATIVI (OWNER) �ONTRATOR),) I I I 44, I I I N ZZ (1� � 0 0 . 00 0 0 0, 51" 0 o I 4�A r+ rD a y<o y « . « y \ ° Q.0 ' < \ « 3` � U } \� vX� I 0 WHEAT 76' -2" 10' -4" 20' -6" 20' -6" 14' -6" 10' -4" r5"\ PURLIN o otoaa� S2 S2 S2 BRACING Wheat Ridge Building Department proved -- BUILDI llATL? - - I c Validity of permit The ielUBnCe of a permit a approval of p spe cifications , and computations shed not be a Permit for, or an approval of, any violation to W c3 J I any of the provisions of the NAding code or of any City ordinances. Permits presuming to give awnn Violate 1 -ei lha nmvsions of the building codes or / ,th ?r 1' dncos oft ' d! ^ 0^ "did 7 11 1 I: COLUMN AND -J ROOF BEAM -J PIER FOOTING SEE SCHED. SEE SCHED. FRAMING & FOUNDATIO STRUCTURE A 0 o_ I i� M i 0 PURLINS J SEE SCHED. S2 N PLAN 8 SEE SCHED. FRAMING & FOUNDATION PLAN STRUCTURE B Y ° =1' 1� 4' AR PANELS, -� KING SYSTEM I CONNECTIONS OTHERS 0 I 0 M REINF 10.00' BEA 4' REINF. ROOF BEAM SEE SCHEDULE -ROOF PURLINS SEE SCHEDULE COLUMN REINF. FULL HEIGHT SEE SCHEDULE PIER FTG. S2 18'- 5 1 ! 8" A CR OSS - SECTIO - S FLEX, INC Q" WHEAT RIDGE\1361 - Engineering \l361.dwg, 1022/2013 1:05:08 PM, Freak L., Baja Corot uctia" Co., Inc. i' SOLAR PANELS,-/ RACKING SYSTEM AND CONNECTIONS BY OTHERS SOLAR PANELS, -\ RACKING SYSTEM AND CONNECTIONS BY OTHERS 0 I 0 AND CONNECTIONS BY OTHERS 10.00' BEA� GENERAL STRUCTURAL NOTES : 1. CODE 2006 INTERNATIONAL BUILDING CODE 2004 NAS -AISI COLD- FORMED STEEL DESIGN MANUAL 2. LOADS BUILDING OCCUPANCY CATEGORY II ROOF SNOW: 30 PSF BASIC WIND SPEED (3- SECOND GUST): 100 MPH, EXP. "B" WIND IMPORTANCE FACTOR = 1.0 Kz = 0.85 Kzt = 1.0 G = 0.85 qz = 15.24 PSF COMPONENTS AND CLADDING: ZONE 1: p1= +21.39 PSF p1= -20.10 PSF ZONE 2: p2= +32.09 PSF p2= -30.37 PSF ZONE 3: p3= +42.78 PSF p3= -52.20 PSF SEISMIC DESIGN CATEGORY "B" SEISMIC IMPORTANCE FACTOR = 1.0 SITE CLASS "C' Ss = 0.228 St = 0.058 SEISMIC FORCE RESISTING SYSTEM: CANTILEVERED COLUMN R 1.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE DESIGN BASE SHEAR = Cs(W) Cs = 0.1013 3. FOUNDATION FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF PER TABLE 1806.2, SOIL CLASS 5. 4. CONCRETE ALL CONCRETE REQUIRED HERE -IN SHALL BE DONE IN ACCORDANCE W/ ACI STANDARD 318 -08 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" WHICH IS HEREBY MADE MEMBER SCHEDULE MODEL STRUCTURE "A" I STRUCTURE "B" BUILDING DEPTH VARIES BAY WIDTH 23' -0" / 20' -6" 20' -6" SOLAR PANELS, DESIGNED, SUPPLIED AND INSTALLED RACKING SYSTEM BY OTHERS AND CONNECTIONS PARA 3.2: F'c SHALL BE 2500 PSI AT 28 DAYS FOR ALL CONCRETE. ROOF PURLINS CEE 10" x 3 1/2" x 12GA PARA 4.1.3: THE USE OF EARTH CUTS FOR FORMS IS PERMITTED. FY-55 KSI LL (2) CEE 16" x 4" x 10GA WITH (2) CEE 16" x 4" x 10GA WITH ROOF BEAMS #8 CORNER REINF. BARS #8 CORNER REINF. BARS L` Fy =55 KSI Fy =55 KSI 5. (2) CEE 16" x 4" x 10GA WITH (2) CEE 16" x 4" x 10GA WITH COLUMNS #8 CORNER REINF. BARS #9 CORNER REINF. BARS co O O Fy =55 KSI Fy =55 KSI OTHERS NON- CONSTRAINED (ASPHALT /SOIL) NON - CONSTRAINED (ASPHALT /SOIL) PIER FOOTING 30 "0 x 15' -6" DEEP 30 "0 x 16' -0" DEEP D. ALL SHOP AND FIELD WELDING EXCEPT WELDING DONE IN AN APPROVED FABRICATOR 6' -0" x 12' -6" x 42" DEEP WITH 6' -6" x 13' -9" x 42" DEEP WITH ALT. SPREAD FOOTING (13) #5 LONGITUDINAL REBARS (14) #5 LONGITUDINAL REBARS (27) #5 TRANSVERSE REBARS (29) #5 TRANSVERSE REBARS TOP AND BOTTOM TOP AND BOTTOM 1. CODE 2006 INTERNATIONAL BUILDING CODE 2004 NAS -AISI COLD- FORMED STEEL DESIGN MANUAL 2. LOADS BUILDING OCCUPANCY CATEGORY II ROOF SNOW: 30 PSF BASIC WIND SPEED (3- SECOND GUST): 100 MPH, EXP. "B" WIND IMPORTANCE FACTOR = 1.0 Kz = 0.85 Kzt = 1.0 G = 0.85 qz = 15.24 PSF COMPONENTS AND CLADDING: ZONE 1: p1= +21.39 PSF p1= -20.10 PSF ZONE 2: p2= +32.09 PSF p2= -30.37 PSF ZONE 3: p3= +42.78 PSF p3= -52.20 PSF SEISMIC DESIGN CATEGORY "B" SEISMIC IMPORTANCE FACTOR = 1.0 SITE CLASS "C' Ss = 0.228 St = 0.058 SEISMIC FORCE RESISTING SYSTEM: CANTILEVERED COLUMN R 1.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE DESIGN BASE SHEAR = Cs(W) Cs = 0.1013 3. FOUNDATION FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF PER TABLE 1806.2, SOIL CLASS 5. 4. CONCRETE ALL CONCRETE REQUIRED HERE -IN SHALL BE DONE IN ACCORDANCE W/ ACI STANDARD 318 -08 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" WHICH IS HEREBY MADE 't ALTERNATE ' SPREAD FTG. S2 L - - - I 37' - 10" 4 _1� ADDITION, THESE PLANS ARE ONLY APPLICABLE TO THIS PROJECTS PROVIDED BAJA CONSTRUCTION' PROVIDES AND INSTALLS ALL MATERIAL SPECIFIED HEREIN. 10 ALTERNATE FOOTING AND OPTIONAL TRIM IF THE ALTERNATE FOOTING SHOWN IN THIS DRAWING IS REQUIRED, THERE WILL BE AN ADDITIONAL CHARGE FROM BAJA CONSTRUCTION. o Work shall comply with 2006 IBC, j IPC, IMC, IFGC, IliC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. B . 18' -11" 1 4 I 1 8 2 -; 1/8" 2 A a i REINF. BARS REINF. BARS J FULL HEIGHT EACH CORNER EACH CORNER 1/8" 2 -24 PER SCHEDULE, 1/8" PER SCHEDULE. CROSS- SECTIONS COLUMNS ROOFBEAMS (2) 16" x 4" BOXED CEES (2) 16" x 4" BOXED CEES MEMBER PROFILES SEE SCHEDULE FOR MEMBER THICKNESS (GA) C PURLINS 10" x Ti" WAI � 10/22/2013 0 O A PART IF THESE DOCUMENTS, WITH THE FOLLOWING MODIFICATIONS: Q O PARA 2.1.2: CEMENT SHALL COMPLY W/ ASTM C150, TYPE II. O Q 0 W z Cn 0 PARA 3.2: F'c SHALL BE 2500 PSI AT 28 DAYS FOR ALL CONCRETE. SPECIAL INSPEC'T'IONS W PARA 4.1.3: THE USE OF EARTH CUTS FOR FORMS IS PERMITTED. 0 � + LL ILL PARA 5.2: REINFORCING SHALL BE NEW BILLET STEEL COMPLYING W/ ASTM A615, GRADE 60. 1. SPECIAL INSPECTIONS CONFORMING TO CHAPTER 17 OF THE CBC SHALL BE PROVIDED FOR N L` -j to THE FOLLOWING: 5. SOLAR PANELS L Q A. PIER FOUNDATION DIAMETER AND DEPTH z O SOLAR PANELS, RACKING SYSTEM AND CONNECTIONS DESIGNED, SUPPLIED AND INSTALED BY co O O B. REINFORCING BAR PLACEMENT c I N OTHERS C. CONCRETE (STRENGTH, SLUMP) AND CONCRETE PLACEMENT 6. LIGHT GAUGE STRUCTURAL STEEL FRAMING D. ALL SHOP AND FIELD WELDING EXCEPT WELDING DONE IN AN APPROVED FABRICATOR ALL LIGHT GAGE STEEL FRAMING MEMBERS TO BE SUPPLIED BY AN APPROVED FABRICATOR. SHOP E. STEEL MATERIAL VERIFICATION AND MILL CERTIFICATES ALL STRUCTURAL STEEL FRAMING MATERIALS AND ERECTION SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS": MINIMUM YIELD STRENGTH Fy =55 2. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AGENCY. KSI AND MINIMUM TENSILE STRENGTH Fu =65 KSI JOB SITE VISITS BY THE STRUCTURAL ENGINEER DOES NOT CONSTITUTE INSPECTION AND ARE NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" AND AWS D1.3 "STRUCTURAL WELDING CODE - 3. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT IN A SHEET STEEL ". REINFORCING BARS WELDED TO STEEL SHALL CONFORM TO ASTM A706 AND TIMELY FASHION, NOTING ANY DISCREPANCIES WHETHER CORRECTED OR NOT. A LOG SHALL AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL". USE E70xx LOW HYDROGEN ELECTRODES. ALL WELDING BE PERFORMED WELDERS HOLDING A VALID CERTIFICATE BE MAINTAINED ON -SITE FOR REVIEW OF THE CITY INSPECTOR. AND HAVING CURRENT EXPERIENCE IN LIGHT GAGE E STEEL. CERTIFICATES SHALL BE E ISSUED BY AN ACCEPTED TESTING AGENCY. DO NOT DRILL OR NOTCH MEMBERS WITHOUT PRIOR 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE APPROVAL OF THE STRUCTURAL ENGINEER. PERFORMED. STRUCTURAL STEEL MEMBERS SHALL BE FURNISHED TO THE SPECIFIED MINIMUM YIELD POINT OR GREATER. THE ASTM, GRADE, AND OTHER SPECIFICATIONS SHALL BE INDICATED BY Foundation inspections shall be SUITABLE MEANS ON EACH LIFT OR BUNDLE OF FABRICATED MATERIAL. performed by the en4ineer of record and verified to the Building 7, FASTENERS STEEL SCREW FASTENERS SHALL BE ITW BUILDEX SELF - DRILLING SCREWS (ER -3056) OR Division by wet - stamped letter of EQUAL. approval 8. CONTRACTORS THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUEST FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. NO STRUCTURAL CHANGES FROM THE APPROVED PLANS SHALL BE MADE IN THE FIELD IjNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR HIS REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS, IT IS NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. IF CHANGES ARE MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTORS OR SUBCONTRACTORS INVOLVED AND IT SHALL BE THEIR RESPONSIBILITY TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING ERECTION. THESE PROVISIONS SHALL REMAIN IN POSITION UNTIL SUFFICIENT PERMANENT MEMBERS ARE ERECTED TO INSURE THE SAFETY OF THE PARTIALLY ERECTED STRUCTURES. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. ENGINEER OF 3ECORD BAJA CONSTRUCTION CO., INC. AND /OR THEIR ENGINEERING CONSULTANTS IS ONLY RESPONSIBLE FOR THE CONTENTS OF THESE DRAWINGS AND STRUCTURAL CALCULATIONS AS PROVIDED FOR THIS PROJECT. BAJA CONSTRUCTION CO., INC. AND THEIR ENGINEERING BO M REINF• CONSULTANTS ARE NOT CONSIDERED THE ENGINEER OF RECORD FOR ANYTHING OTHER THAN 10.00' THE PREFABRICATED STEEL SYSTEM CANOPY /CARPORT /RV & BOAT STORAGE /OR MINI - STORAGE SYSTEMS THAT IS SHOWN ON THESE PLANS. THESE PLANS ARE APPLICABLE ONLY TO THE SPECIFIC PROJECT NOTED ON THE PLANS. IN 't ALTERNATE ' SPREAD FTG. S2 L - - - I 37' - 10" 4 _1� ADDITION, THESE PLANS ARE ONLY APPLICABLE TO THIS PROJECTS PROVIDED BAJA CONSTRUCTION' PROVIDES AND INSTALLS ALL MATERIAL SPECIFIED HEREIN. 10 ALTERNATE FOOTING AND OPTIONAL TRIM IF THE ALTERNATE FOOTING SHOWN IN THIS DRAWING IS REQUIRED, THERE WILL BE AN ADDITIONAL CHARGE FROM BAJA CONSTRUCTION. o Work shall comply with 2006 IBC, j IPC, IMC, IFGC, IliC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. B . 18' -11" 1 4 I 1 8 2 -; 1/8" 2 A a i REINF. BARS REINF. BARS J FULL HEIGHT EACH CORNER EACH CORNER 1/8" 2 -24 PER SCHEDULE, 1/8" PER SCHEDULE. CROSS- SECTIONS COLUMNS ROOFBEAMS (2) 16" x 4" BOXED CEES (2) 16" x 4" BOXED CEES MEMBER PROFILES SEE SCHEDULE FOR MEMBER THICKNESS (GA) C PURLINS 10" x Ti" WAI � 10/22/2013 A I- c 0 O 0 ~ Q O F O Q 0 W z Cn 0 O Z Q W ct 0 � + LL ILL Q W U A I- c W Z O 0 ~ O W ¢ O Q d CL U 2 0 O Z U LO CE Q W J J N L` -j to O O T L Q T) z O O co O O U LO z U-) d � r O O O d N U W Z Z LO U - L` � O z O O co O O U c I N O r SHEET S1 1 OF 2 3:\Othe Regio.%I361- S FLEX, INC @ WHEAT RIDGEU361 - Eagi ftdng\1361.dlg, 1021/2013 1:05:35 PM, Fmk Lo , Eeja Co-sm 0n Co., Inc "` Chisholm Consulting Services, Lt Structural Engineers 1995-2012 - -71 it 1074 S. ALKIRE ST, LAKEWOOD, CO 80228-3112 PH: (303) 914-8202 FAX: (303) 914-8203 EMMISM Shawn Josserand 614 10' Street Golden, CO 80401 RE: PV Roof Modules Otter Tail Properties, in 10200 West 44" Aven Wheat Ridge, CO 801 This letter is to certify that Walter G. Keske of this office reviewed the roof framing at the existing structure, Photovoltaic modules are to be added to the roof. Calculations were made to certify the integrity of the trusses under maximum wind uplift load or maximum live load, and the connections under combined maximum wind uplift load and maximum wind shear load, and maximum live shear load or maximum wind uplift load, TITTI ludij NFIT maximum live shear load or maximum wind u a= M CHISHOLM CONSULTING SERVICES, LTD. Structural Engineers 1074 S. Alkire St, PRODUCT mo (Sft* S*31 xs�� (W a. JOB io-iLv 10 6-L-Q° 4 0 .£l SHEET N0.--L— OF—J— � CALCULATED BY„ Y- . DATE-91-111 m Q) a� < c CL to :zzw u "till ullll'O� M o �FVI Ln V 0 PI t to Q Lt. Am "�f P c rm CA It UK t 's 9 m Q) a� < c CL to :zzw u "till ullll'O� m Q) a� < t1 CL tr u w M o �FVI Ln V 0 PI t to Q Lt. M M' M V w Am "�f P c M M' M CHISHOLM C Structural Engineers 1074 S. 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IF NAV s.� sae a 4 Y 2as�7 t V ?ROD= 2*1 (S�o %W) MI ft*O �`Il I VIQ Its it Zr- �`Il I Its it Zr- CIO V-J V— S 4 m � � . \� §\ �.� ? . \ � .< \.� \ \� � . �� . < . � � §��.. � �` �� \� /� \ \� �� � � \�.. \� ��} \ . . � V \.� .. � � ,� . «� \�< ° \� \ \\ \�` -�\ /�`� .�\ \ � � � � � \ \ �� . . � . � §� , . . . .. . � � � � /\ \ � � ��� � � . . �� .. . § � y .\ � � \ ��\ » � �. � . . . \� � /� \� \\ \ :; / \ \; \ / \�� }� .� ^ \� � y � y � \ � . . � . � . � � � | : ` � «.m .� � \ � m . �..:......m w....... . . . . y � . . ° � . \� . . �ti��� -� �9����9� x "s 4 5 t � P�4 0� S1 i 4� .� .�; �4 4 e�; a rm m 1,5 Q.0 W 225 480 fStJ 45 i PNo? Th 4a 1 ficati as trr x n a fo f unt w xr s t and p { k a is <r + :n ��na[xarts. c�rha.h 45r� auks�trrYr�a;€ Note: rrrm to &o pe ,Nish ovt s( „a..# . zddifi 5..,l va tfom,siisrn "pv be fouga on PV OYCLC 'k. [',Wned 0s tane wo, cie:, ,.t¢€sn of thn lan ., a,reaa:t,mme >nts d+,t,,,;xP m post "llu fs dS 1pen i On th . measuring ,yst"i T @many can d4fes by -i n'X, 4e.. r, e ,wm%wi sy%lcan t 5 Wasuregnent c'und irons ¢seroc "ssr trran94 oice i,xert VA Wkamt u,$ Te,% C&r15stlws(STC) 1Ctt 0 , N: AV mss 1,5 a(4w, ,nsrrs cxA irsaapmf atu at ss 'C. JOA CHARACTER $TICS ABSOLUTE MAXIMUM RAT w Ran Model f�tC VA L U ES. " Rated Power Tolerance CERTIFICATION DIMENSIONS a rm m 1,5 Q.0 W 225 480 fStJ 45 i PNo? Th 4a 1 ficati as trr x n a fo f unt w xr s t and p { k a is <r + :n ��na[xarts. c�rha.h 45r� auks�trrYr�a;€ Note: rrrm to &o pe ,Nish ovt s( „a..# . zddifi 5..,l va tfom,siisrn "pv be fouga on PV OYCLC 'k. [',Wned 0s tane wo, cie:, ,.t¢€sn of thn lan ., a,reaa:t,mme >nts d+,t,,,;xP m post "llu fs dS 1pen i On th . measuring ,yst"i T @many can d4fes by -i n'X, 4e.. r, e ,wm%wi sy%lcan t 5 Wasuregnent c'und irons ¢seroc "ssr trran94 oice i,xert VA Wkamt u,$ Te,% C&r15stlws(STC) 1Ctt 0 , N: AV mss 1,5 a(4w, ,nsrrs cxA irsaapmf atu at ss 'C. SOLECTRIA 1� RENEWABLES CENTRAL INVERTERS m Absolute Maximum Open Circuit Voltage Standard, fully-integrated (internal) AC /DC Disconnects 475 VOC Dimensions (Fl x W x D) Operating Voltage Range Dimensions with forward facing disconnects (H x W x D) 27,5 in, x 46.5 in, x 13.2 in. (698 mm x 1.184 mm x 325 mm) 205.430VDC 357 Ibs (162 kg) 357 Ids (162 kg) 357 Ibs (162 kg) MPPT Input Voltage Range NEMA 3R Enclosure Finish 205 -385 VDC Maximum Operating Input Current 52A 69A 77A Nominal Output Voltage 208„ 240, 480 or 600 VAC, 3-Ph AC Voltage Range (Standard) - 12%/ +10 Continuous Output Power 208/240(4801600 VAC 10 kW 112 kW 15 kW 208 VAC 28A 37A 42A 240 VAC 24 A 32A 36A Continuous Output Current 480 VAC 12A 16A 18 A 600 VAC 9,6 A 121 A 14,4 A Maximum Backfeed Current O A Nominal Output Frequency 60 Hz Output Frequency Range 593.60,5 Ha Power Factor unity, )0.99 Total Harmonic Distortion (THD) 45 Peak Efficiency 96,4"% 96.9% 96,6% 208 VAC 96,0° CEC Efficiency 480 VAC 96.0 208 VAC 2,6 W 240 VAC 2,6 W Tare Loss 480 VAC 11W 600 VAC 11W 81 used Positions 6 A„ 8 A, 10 A,12 A, 15 A or 20 A Ambient Temperature Range (full power) -40 ° F to +122" F ( -40 °C to +S0 Storage Temperature Range -40 °F to +158 °F (.40 °C to +70 0 0 Relative Humidity mcm- condensing) 5.95 Optional SolrenView Web -based Monitoring SolrenVlew Optional Revenue Grade Monitoring (integrated) External External Communication Interface 85485 Modbus RTU Safety Listings 8 Certifications UL 2741 /IEEE 1547, IEEE 1547.1, CSA 022,2 #207.1, FCC part. 15 B Testing Agency ETL Standard 5 year Optional 10, 15, 20 year, extended service agreement Transformer Standard, fully-integrated (internal) AC /DC Disconnects Standard. fully- Integrated Dimensions (Fl x W x D) 27.5 In, x 36.5 in, x 12.8 in. (698 mm x 927 rem x325 mm) Dimensions with forward facing disconnects (H x W x D) 27,5 in, x 46.5 in, x 13.2 in. (698 mm x 1.184 mm x 325 mm) Weight 357 Ibs (162 kg) 357 Ids (162 kg) 357 Ibs (162 kg) Enclosure Rating NEMA 3R Enclosure Finish Polyester powder coated steel �lz rD 30 �, UVAWM 91 0 1 Rr 3 un • Ilk JI T c • wm • C, • ' m 0 0 w A a I r+ ♦ 3 @ w = m rD Q, 0. IA • yM 3 3 c • c P 0 M kk CL 3 c • 91 0 1 Rr 3 un T c • 0 0 w A a I r+ 3 @ w = M Q, 0. IA yM 3 VN r+ • c 0 M CL 3 c • 91 b. cic c 0 E -C + 0 yy .0 to 0 tkJ c o E x 0 -0 0 E 0 E x c 4� o c 0 0 4=1 0, E 4 Cl 0 CL M E� C c o E (U 41 C co Qr 0 4- V7 H M E ' N 0 0 — rN :3 0 41 41 + 0 bo owwm g , c E 0 �V os ­ C c 0 + rq o +� e E M 0 DO +M°!! z o 0 E 0 - C E >,.�A — 0 -C — 4 0 - 4 0 ' J 4- 4- 41 0 0 41 to 0 C C x 04- m m c m E m m CD ■ � \ƒ 'o m m 4 : \ �� ■ ED z 03 0 ( z C — M 0 z C-) 0 *0 10 2. ■ ED ( II Complete a# highlighted areas) 2= HZEM= zmz�� mmu� Squares 3 j5 BTUs Gallons_Amps_SqFt,_ !— MINE! 11 1 1 F1,71 ill 11 'I'l 11 1 I Bldg Valuation: i CITY OF WHEAT'RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax r INSPECTION NOTICE Inspection Type: Job Address: /0,20V v � 7Y 4 . St,) Vccv 1 Permit Number: 14 Frr f C No one available f mains ction: Time t AM e Inspection required: Ye No * an corrections have b an ade, call for re -inspection at 303-234-5933 Date: V? /"o Inspector DO NOT REMOVE THIS NOTICE Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. Electrical LL) ? 9 ; _ NSPECTOR'MUST SIGN ALL SPACES PERTAINING TO. THIS JOB F INSPECTIONS DATE `. - INSPECTOR INITIALS COMMENTS: sons Roof EG) Concrete und r'Monolithic Building Final Fire Department Weatherproof / French Drain R O.W:& Drainage :: Sewer Service Lines - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping Water Service Lines ' "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, :BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY SHE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground). DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED %GasP g ll tie Service ectric umbing g Rough. Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR T O PROCEEDING Framing .Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R O.W:& Drainage :: INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ' "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, :BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY SHE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER O Occupancy /Type I33 ♦ 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: 5xy/ - fir` Job Address: /OAco e-a YYW A�� Permit Number: 1009KS� ❑ No one available for inspection: Time M Re- inspection required: Yes r' 'When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: Inspector r DO NOT REMOVE THIS NOTICE 4 ♦ 16 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: Job Address: moo w Y€!rys �J� Permit Number: 1015teS ❑ No one available for inspection: Time 42 AM Re- Inspection required: Yes When corrections have been made, call for re inspection at 303 - 234933 Date: &ZLIla Inspector e DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge ]�� Commercial Roofing PERMIT - 101868 PERMIT NO: '101868. - ISSUED: 07/29/2010 J0B ADDRESS 10200 W 44TH AVE EXPIRES: 07/29/2011 DESCRIPTION: Reroof'90 sqs ** *CONTACTS * ** owner 303/858 -8350 Ed Fleming., sub 303/788-1432 William Grau 09 -0370 My Roofer Inc. k* FE Perrc EL INFO ** DE: UA SION:= UA ** 'MMARY ESTIviai u exvoni i ve. FEES ee 705.65 ' luation .00 720.00 ** 1425.65" ** TOTAL s: er' shingle is required. Ice dam membrane is requis exterior walls. Board sheathing with any gap grea panel sheathing overlay on entire roof. Sheathing prior to covering.':Midroof inspection is not requl �heduled inspections that cai incelled prior to 8 -:30 a.m. z ill :.be assessed. :hereby certify that the setback distan rdmances, rules or regulations of r: the }�'�"�. pub �� x °d from eave edge to .er than 1 /2°` inspection is - ed on permits - inspections. vent weather must be - e- inspection :. fee • accurate, and do not violate applical • or restrictions of record;..',that all W ** TOTAL s: er' shingle is required. Ice dam membrane is requis exterior walls. Board sheathing with any gap grea panel sheathing overlay on entire roof. Sheathing prior to covering.':Midroof inspection is not requl �heduled inspections that cai incelled prior to 8 -:30 a.m. z ill :.be assessed. :hereby certify that the setback distan rdmances, rules or regulations of r: the }�'�"�. pub �� x °d from eave edge to .er than 1 /2°` inspection is - ed on permits - inspections. vent weather must be - e- inspection :. fee • accurate, and do not violate applical • or restrictions of record;..',that all W Cit of Y heat 3 Date: ' O�MMUNITY DWELOPMLN Plan # Building & Inspection Services Division Permit# /(��(n 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application PropertyAildiess O ' Property Owner (please print): Phone: 3 �3 - - 3 Mailing Address: (if different than property address) Address: City, State Zip: - - - -- Cogfracton: Irv. Y A, j/'�, Contractors City License #: C3 `t ' 3 7,3 Phone: SubCoittractors Electrical: Plumbing: Mechanical: City License # City License # City License # Des�rltztlon�f�orkr Contract Value: Review Fee (due at time of submittal)[ --- - - -_ Squares �� BTU's Gallons Amps Sq Ft. $ 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. CIRCLEONE: (OWNER) (CONTRACTOR) - ar (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) - PRINT NAME: L&—< SIGNATURE: i ° DATE: a 3 S ? y li aEc v' � Y� n r✓ � y � �� � x�,za`7 � ��'�DE��#R'iN1E�17'USE ON.�`Y'"�, y �s, r �� F y � �✓� ">��, f Z )N1RG GOMNIE)JT5 y y x a i u x rrf yr , rl ✓ >`3 � 2 � r /Jr r "'f? ,,., er b a ,'C`i '. r"' r ✓ � ty 3✓'h r fi�� z � /'i .� ✓ s rs'v c/ � ✓ C''''-' r � /,'�^ v/5 e?/ ,cz �' rl sc� r�_./`f /6 �"st`. u"�����'�/fvfl`'e.'^�? n � r 3r f ✓✓ di /� U� -4 r� �.< F a ✓ '� �Yr+ R'a =��"' h� G� <cz> s ��� n r � ': s �s < 'v <r Yv�� '. 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't /"b. r6;'� ✓s/C^'' xi ..�._ : 4! r ,�1 2 „>�, ...� ,. .�s_.i. .. .� ✓rte ;�,. _'`✓ ,�„rJi', lsw,,..,2 �,+.._�.v: _ CITY OF WHEAT RIDGE Building Inspection ~ Division V (303) 234-5933 Inspection line (303) 235-2855 Office (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: a7-- ~~ri j ,>~in/SSS Job Address/Permit Number: ~ 240 ww 'Yji ,t ~:rr ❑ No one available for inspection: Time t/, 3, AM/PM Re-Inspection required: 'Ye No '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) 235-2857 Fax INSPECTION NOTICE Inspection Type: 6106,IIV.SP -Acrd d3uSies sf a.bar+r-A a8 Job Address/Permit Number: /e.)Wp 4'{r 7s! ~ c~l✓ ❑ No one available for inspection: Time 3.. _21e9 AM/PM Re-Inspection required: Yes ~ 001 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 I i Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ajp4 a ,g~, 44if j;w Job Address: Permit Number: _ 6 67 ,~Lni~ ~rfs ?f/ / ~f(7i~ > 4.d-i/ d Tis6'J' ~"/`-rrf <Ysi.TT l ~f.On'yr/~ C ~„a_2ss-ZS?S~ ❑ No one available for inspection: Time s: 3a AM/PM Re-Inspection required: es No "When corrections have been made, call for re-inspection at 303-2345933 Date: c/f ~%n Inspector: T~ ~ J f=` DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: k7l9C • /A/5,P, - ~14- w />vSi~~st Job Address: rc>,~ov w• YYr7 lfvg s~,rE gc2a Permit Number: ~/`o3sG P~.,~~✓s?rs.~G .lo~'.~fD 4~161 ❑ No one available for inspection: Time ,'07 AM/PM Re-Inspection required: es No ` "When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ~114' ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line f (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ors? ca+. Vg-#" .1A101 i T' / Cl ~O~!/ Yi ~iA J7t1 / I7 AJ2f ❑ No one available for inspection: Time AM/PM Re-Inspection required: i-Ye-s) No 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) 235-2857 Fax INSPECTION NOTICE Inspection Type: 131/_. ia/Sd,. -a>.>S, vass Job Address/Permit Number: le a2 w. v6-7;w zv~- 2~O,~,vs17 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes edm~._ When corrections have been made, call for re-inspection at 303-2345933 Date: e2 2 - ,aj?, Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE / Building Inspection Division (303) 234-5933 Inspection line ~JJ (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~~G- 2 vS~. -~~~✓d3~si{ss Job Address/Permit Number: lodes w. awry u v.r X70 t} ~~~~1> TTZ~ /a/ST~!/ ~X® /Li 61'~ ' ~i,2F F4'rirf~tiiSfdrr.C2 .Q Vi,571-RLE J.>!t..a!~SSs'~ll. 1 i".F~.esa1 -'fffflO C'OQ.~fi_'Ti/rrd /61~.4~ GaiY~'/h/ /U l~clSiodfSl Uf~S ~?tfgtf c°~l/ c~r/s~~ °~te~L~T°O JT~~ A/t~irss~f r ❑ No one available for inspection: Time ,'10 AM/PM Re-Inspection required: (LQelal No When corrections have been made, call for re-inspection at 303-234-5933 Date: /,2/1,91x8 Inspector: T~ i DO NOT REMOVE THIS NOTICE DEPARTMENT OF COMNIUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M94#19550 234-5933 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THtS PERMIT VALID ONLY VlHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 1 b a00 CONTRACTOR 7 `Y/ - s~`tiw 1c,, ADDRE\SS CITY ZIP CODE 12 PHONE y aq- bLICENSE NO. ZZ'T/'~6 1. TYPE Ground ❑ 2. MATERIAL StGNS 3. ILLUMINATION Yea❑ No❑ 4. SET BACK FROM PROPERTY LINE (Soeeitv whiah ie front) Wol ~ INSPECTION tICKET TYVS C-i ~ Q N❑ S Q E a W O SADDRESS G(I V ~f/IL l / 1. TYPE SolidU Mma Thon 80% OpenLJ Leu Thon E /`~u 'tt7 (O j FENCES MATERIAL N ' p(7 3. SET BACK FROM PROPERTY LINE ~ S_ E_ W_ ~ DATE: a BLDG. PERMITN ~"I S SD . (Specify whieh is froM) Q ❑ 11 ❑ I. OTHER 2 13, DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVIhG (SETBACKS OR PROJECTIONS INCIUDED) PERMITp BLDG. CONTR. Vf /J SUBCONTRACTOR DATE INSP. REQ. 7`'0 TYPE OF INSP. WSPECTION MADE_ 4 REMARKS , ~ W.R. FORM 6-18 STREET NAME SNOW DISTANCES FROM THE MAIN BUILDIN6 TUADJOINING HOUSES, STREETS, AND ~ DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMOT THIS APPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. 13Fl1WT\NII I FxaiaF tR0 OAYS FROM THE DATE Of ISSUANCE IF WORK IS N0T STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PERMIT RLUMBING NSE N0. MECHANICAL PERMIT AWMINUM WIRE UNDER SIZE 8 IILEGdL p~p. TEMPORARY METER ji BSM I ST 2ND 3R0 4TH N0 FUEL:CimJSOne Gop ol Propone Else Solar FORCED AIR BTU HOT WATER BTU NEW SERVICE - AMPS CHANGE SERVICE-AMPS LIGHTING SHOWER SINK STEAM - BTU AIR CONDITIONING-BTU OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WA7ER HEATER Refri eraM Group UTILI7Y(RANGE,DISPO5ER,E7C.) AUTO. WASHER Pounds Char s . FI%TURES DISH WASHER AUTOMATIC SGRINKLER SYSTEM WIRING MOTOF25 8 CONTROI.S FIJJOF2 DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I NP TOTAI FIXTURES REMARKS I hereby acknowledqe thot ihis appllca- fion ia correct and understand thot I Connof atart Mie Oroltltt until this appli- eotion is oDProved. I shall comply with fha lawa ot Ihe State of Colorado ond to the Zoninq Requlations and Buildinq Code of the City of Wheaf Ridpe. Any violation of the above terme will cause immediate revocotion of this permit 01 4p16eo11- 9i0naturo PERMIT FEE 4 ~ NOT VALID UNLESS RECI n 61-~ USE TAX 7 ~ yO TOTAL FEE Y'd m CHIEF BUILDI'1~( INSPECTOR,City of Wheat Ridqe CALL2345933 -7 24 HOURS IN ADVANCE Dafe ISSUed FOR INSPECTIONS OWNER T- ADDRESS I S. PHONE ZIP CODE CONTRACT PRICE C° a'bo 0-0 . DATE DEPARTMENT 0F COMMUNfTY DEVELOPMENT oas 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. MM92#440-5 237-6944 ExT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WF1EN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. QfPUC ION FOR MISCELLANEOUS IT JOB ADDREr$S--~~JI'~~,,,,,~ ~ OWNER y CONTRACfLIFi'-~'~~ ~ I ADDRESS 74' :.~f. ~y ~ ADDR 1bZC7C'~ ~~Q Jti PHONE 4'~Q ZIP CODE~-. 2 GTY - "G' ZIP CODE 4~/-223- I CONTFAGT PRICE $ I~• ~ PHONE - ^3 _IICENSEN0. _ 1. TYPE Ground lJ 2. MATERIAL SIGNS 3. ILLUMINATION Yea❑ No❑ Type 4. SET BACK FROM PROPERTY LINE N_ WaIILJ ProieolinQ 1. TYPE SolidU More Than 80% OpsnLJ Use Thi MATERIAL FENCES 3 SET BACK FROM PROPERTY LINE N_ S_ E_ W_ (Specify whieh ie tront) ❑ ❑ ❑ I. OTHER 2 s. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIViI (SETBACKS OR PROJECTIONS INCLUDED) 01her 5 or D Feee Totol Squora Feat Else}. Parmit No. Zone- ApDrwad, 2ona Inspeclor iNSPECTION TICKET JOB ADDRESS 1 o 2- G4 w~-I Q P potgi DATE: C UBLDG. PERMITA 4r-(4S_ PERM IT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. (O -9 STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TOAOJOINING HOUSES,STREETS,AD DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. TYPE OF I INSPECTIO REMARKS APPLICATION FOR PLUMBING; ELECTRiCAI W R FORM 619 THIS APPLICATION WILL BECOME A PERMfT TO PERFORM THE INDICATED WORK PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F W / r ELECTRICAL PERMIT PIUMBING PERN v STATE LICENSE N0. STATE UCENSE N0. dLU0. 91P1UMWIREUPIDERSIZE8ILLEGAI FLOOR BSM IST 2ND 3RD 4TH N0. FIEL•CiNedieGopolProponeCodElacSolar N0 WATER CIASET FORCED AIR - BTU . TEMPORARY METER WASH BOWI HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER n AIR CONDITIONING -BTU LIGHTING SINK ~ OTHER HEATING GARBAGE DISP. REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Refri eraM Group UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Pounds Char e DISH WASHER AUTOMATIC SPRINKLER SYSTEM FIXTURES WIRING MOTOFtS Bi CONTROLS FLOOR DRAIN ' ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS . SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I Aereby acknowledge thot fhia ap0lico- fion ia Correct and understond thof I eannof atart tAis projeet until this oppli- eation ia apOroved. I sholl comply with 1hs lowe oi Ihe Srofe o4 Colorado ond to tha Zoninp Requlationa ond Buildinq Code of the City of Wheat Ridqe. Any vioiation of th e 1 rms will eause immediate re eat~o of his Oermit. GPp11eaMs SiQhaturo PERMIT FEE NOT USE TAX oZ - o e) ~ TOTAL FEE $ 1'7. 64 CHIEF BUILDII0 INSPECTOR,City ofWVheat Ridqe Date Issued RECEIPTED CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS