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11937 W I-70 Frontage Road N
p 1� O d i- x M w y A R O c p a z° Q v o ou C_ O E C 4.) O i 4 4.) bD C O. � 1 a V rA 4b::) OU U U :j O 14 w b 4) o °b o r \ m �+ � H a W CL 14 4J W -ri O CL w N O W Ei d o d .Q v� N W O b O D w U fV CJ s "a Vl � a+ a-) 3 y (a ux p s G Lj 44 N p o ? ai cCL A a C b 0Oa D E0 by zU04 b � Ofbo v U a� w 44 o eId nd C lel c a� c, c7 0 t� U M 14 O ys O w s`o h `a 3Oop, C7 r, N x ro a 4 W O Q) V07 w G) — o a' O z A O V. o w rq oz� � b i° 3ag a A 3 a C) A qj �dA�p ii w o d b C) o Q' a C)U b W E p o 44 o C F 4J u w Z a U� w aa) iii 30ad0 b a O 04 a * H e 0Urs,wr� S z Q� Q PERMIT NO. 201900673 City of Wh6-atRjdLxc BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Wed. Aug. 21 @ 12:00 pm INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: Down River Equipment Company ADDRESS: 11937 1-70 Frontage Rd N CONTACT NAME: Phil .1.3 r SQ FT CrT' _ OCCUPANCY TYPE 1?2 �Q OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKLERED K10K1_CDP1K1VI FPGA Date I* � 4 i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ► �' 1 '� 3 --�- �� ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: �-,�0' t Li Inspector ®O NOT REMOVE THIS NOTICE will & N 9°o ro O O O p. m r n b Op ct (D [ D ( m n w n "' y to a' m �r (D (D K a N rt \ O ae M N K y H C m d N 0 n n "' m rt M. (rt tr w C y n 0 n ❑ro❑ y m p n roCD N N o < '� O) 0 y z ° o m m m n x o A H tr o 1. � � K � � m 0 M' (Do n "o a S, m m 0 p W `11 [`�J b �. 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Re -Inspection requir d: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:, Inspect :,c DO NOT REMOVE THIS NOTICE City of Wheat Ridge _6� Commercial Sign PERMIT - 201602041 PERMIT NO: 201602041 ISSUED: 12/29/2016 JOB ADDRESS: 11937 W I-70 Frontage RD N EXPIRES: 12/29/2017 JOB DESCRIPTION: Installing existing signs to building, 44.5 x 16.7 *** CONTACTS *** OWNER (303)419-8596 GILLIGAN HOMES OF COLORADO INC GC (303)419-8596 Kevin Gilligan 018984 Gilligan Homes of Colorado *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,000.00 FEES Total Valuation 0.00 Plan Review Fee 28.28 Use Tax 18.00 Permit Fee 43.50 (? ** TOTAL ** 89.78 *** COMMENTS *** *** CONDITIONS *** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further a t that I am le ally authorized to include all entities named within this document as parties to the work to be perfrmed that k to -be performed is disclosed in this document and or its' I L ccompanying approved plans and specifications. 11Z Signature of OWNER or�ONTRAC�TO�� (Circle one) Daffe f I. This permit was issued baseinTormation 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 maybe 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 an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of j Wheat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I )_J A9 ! t V/ Plan/Pem►it# Q 0 Plan Review Fee: , Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: mm n M� Property Owner (please print): (yj 1,L -I (,fin/ ,�}(J0/1 � O � PAone: 3o -- i4 l G &� q6 Property Owner Email: Mailing Address: (if different than property address) Address: 5AME� City, State, Zip: Arch itectlEngineer: 14F-ViAl G"� Lei �•� Architect/Engineer E-mail: 64zOE Phone: 5,4X4 Contractor: 1/`E✓i 1V (,-J I -L-1 (-A A/ Contractors City License #: 01 CM g L4 Phone: -30:3 " Iq iql SSU' b Contractor E-mail Address: Sub Contractors: 11114 Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APP IANCE REPAIR or REPLACEMENT OTHER (Describe) `? k(. (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I !v -�Ti� �i !✓ (,r' � I S`>' i ,�1/ i�-' S l (9-/ 3 `T. U -5FL_- ATTA c,0C-1) %4-- A) c77-v8E]�- Sq. Ft./LF q 14//- A b , Amps A //-'I" Btu's -t A Gallons 414 Squares AIAI /IAOther Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ) ixx). Co OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) (AUTHORIZED SPR SEENT9TIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): I ✓�® [ t DEPARTMENT USE ONLY ZONING COMMENTS: Reviewer: plot w // fl�No_.,/ yvv BUILDING DEPARTMEN�OMMENTS: Reviewer: DATE: OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: i iG37- �,% ► -70 FAL-706tra�ctor V ' TFNgN"' > LJ, You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - I (Q:?== feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- J square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet Site Plan V J'AW - F ,At To - r) E0 O F s I -r-E 1 5 r:-- F rI GI"VP-F S Too- DF-Tf{ ! L- A—MA000b bigfPA/V) d- tt gg 5��p �.� $x z x Ai r�� R i Ak ABEL 'Ask 0 > co ° 3 N cu N 0000 'p CO o c co U O U L\ T— in 0a) s O Y = N N N Q. � O `� O o f co v c cu Z (A cn ` N cn o -O M m T �\ r m M� l ---a U Mn F E o O w O co O �+ V O � v w � N GCY O p 00 N 0 uICL O O �.Ln = �v 0 c o c O z U 3 �' V °' ° (1)LL ° N = ♦+ -.� M �'c Ca con O 0° a 1 ° O V ca 7 m O -L N 7 V 1 �+ :3 CL (Dr m X 00 d Li c) to Oma ch LL >> N O 0o �o d OCU 00 rQ can) C ca L 0 W2 ~-N • ° fn O N�i t O Q Q� � tTo� any M ca 3 sU O (� LU 0) 2 N .N0Qo o Q cS E p o Of m Z c _ �> O cn C �,��� >, -CCLQ Q o -a N y O =U � a =�- > -p m 7 rL O O N V O L cc i m Q O O �—i Q� a) I a O C N E a ++ �y U cn �N U W 1� ++ H vii 0 o — Co �' 'a -o O L- E G1 Rf O d t (� U L o o> '� ��� cn (D ti U O — v w U O N U , ��� E o t 0 °��n _°0 o -� o = N o N = a L Q �rZ o ~ O� 0 =�0 _��U _� M t 0 j N 4- T IV C) C 3 Z �`. a cow � a � ELli cn Z W o w��U 0-a _ W z N �n _ w 0 Q Q m o W W L: C— ° -2 0 L— C cu N I..L Q �/ I..L J Z Z Q (nm y N Q7 � > >�o -a —_ O Q U UiL.L J O N coo N` 0 N N uJ W w _ N I� c6a) Z Z O (� N �E� O 0C'j El -� Landscapinje Improvement Escrow Agreement This agreement made this 21st day of December, 2016, by and between the City of Wheat Ridge and614 Cw-si. &�dorfor escrow in the amount of b0. oa v dollars ($ 16 , .00) being held by the City of Wheat Ridge until all outstanding landscape, hardscape, and drainage improvements are competed at 11937 W. I-70 Frontage Road North In the event that the landscaping on the north and west side, the improvements related to drainage, and the areas not in compliance with ADA requirements are not installed by April 1, 2017, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of April 1, 2017 has expired. Approved and Citv of Wheat-Rfcte, Colorado Landscaping Improvement Escrow Agreement This agreement made this 2 st day of December, 2016, by and between the City of �eat Ridge and ,`jl,` C o� rk. &4rr `a)crow in the amount of '�-�, 3S-1 , b dollars ($ 2R�35`i .00) being held by the City of Wheat Ridge until all outstanding north elevation improvements are competed at 11937 W. I-70 Frontage Road North In the event that the existing metal siding is not removed and the Hardie Reveal Panel System on the north elevation is not installed by February 15, 2017, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of February 15, 2017 has expired. Approved and Agreed: Business Address / Phone/--,-/ Title -%- k EdJenfllngs PO Box 200662 Denver, Co. 80220 Phone (303)388-1867 FAX (303)320-1987 Engineering Department 7500 W. 29th Avenue Wheat Ridge, Co. 80034 RE: Lot 6, Block 1, LAKEMONT CENTER -STAGE 11 DRAINAGE CERTIFICATE Dear Sir: Date: 12/0712016 File: L296107 This letter is to certify that the drainage for the above described property is directed to the private drive that drains Southeasterly, eventually reaching storm inlets discharging into a storm sewer leading to the existing lake and regional storm detention area for this subdivision. This drainage is in conformance with the drainage plan and report for this subdivision entitled "Drainage Study for Lakemont Subdivision", dated March 4, 1982, prepared by me. Furthermore, construction of the drainage pan and swale along the North and East lot lines, as shown on the grading plan for this lot, last revised on 4-28-16, prepared by me, will convey runoff for the 100 year storm event from the adjacent lot to the North, to the private drive_ V� Ed Jenn' PE &PLS t1i AZ Engineering, LLC Robert Alson, P.E. Consulting Structural Engineer 4565 East It e co Avenue, suite 33 Denver, Colorado 80222 (303) 667-5089 November 21, 2016 Mr. Kevin Gilligan Gilligan Commercial Contracting 4374 East Phillips Place Centennial, CO 80122 Field Bolting Inspection —11937 1-70 Frontage Road, Wheatridge, CO Dear Mr. Gilligan: On November 17, 2016, 1 met with you and ironworker Justin, to review the high strength bolt requirements, at a new building, recently erected by you contracting company. The building is a rigid frame industrial structure comprised of frame components supplied by Rigid Global Buildings. We reviewed the construction drawings on site, from Rigid Global, who specified a combination of 518" dia. and 314" dia. A -326N bolts tightened by the "turn of the nut method". Justin demonstrated to me that he was unable to tighten the bolts any further than was done by the erection crew. He said that crew used power ratchets to set all bolts past the snug tight condition. Justin's full effort with a one foot spud wrench could not move the nuts. Pagel of 9 Bolt Inspection —11937 1-70 Frontage Road —AZ Engineering, LLC 11-17-2016 We discussed the requirements of the turn of the nut method, which involves marking all bolts identified on the plans, at the snug tight condition, and then turning the nut an additional 1/3 turn. This would require labor and equipment on site which was not anticipated. You and Justin engaged in a phone conversation with a regional engineer from Rigid Global Buildings. This representative informed you that turn of the nut tightening would not be required for this building as long as all connections were now tightened past snug tight. This letter is to verify that I witnessed this "past snug" tightening condition on a representative number of frame bolts during my inspection. Respectfully submitted, Robert C. Alson, P.E. AZ Engineering, LLC Page 2 of 2 Bolt Inspection —11937 1-70 Frontage Road — AZ Engineering, LLC 11-17-2016 Inspection No. 11-8063 Property Address: 11937 W. 1-70 Frontage Rd I hereby certify that an inspection of the footings was made on 7/21/2016, under my direct supervision and that the footings we formed to the required dimensions and that the required reinforcemen if any was placed in accordance with the requirements of the foundati design for the subject property. I I hereby certify that an inspection of the reinforcement in th foundation walls was made on 8/9/2016, under my direct supervisio and that the placement and size of the reinforcement was in accordanc with the requirements of the foundation design for the subjecl property. A, . - �- UFER ground was ins BaclowTecf BACKFLOW DEVICE TEST REPORT BACKFLOW TECH 610 GARRISON ST., Unit "W" LAKEWOOD, CO 80215 www.backfiowtech.com OWNER: SERVICE ADD:7z_.- 7 0 MAILING ADD: q -?7'K E 10A/11, (303) 986-4601 (303) 763-8201 fax info@backfiowtech.com w SERIAL #: TEST DATE I 1 9 1 TESTER CERT #: 1?036� 17 CERT. EXPIRES I Z- 1 1 /7 METER# WTR.DIST. CONTACT:-- TITLE: PHONE: RPjK_DC 0 PVB 0 SVB 0 DETEC 0 CONTAINMENT ^ ISOLATION 0 FIRED IRRIGATIONO PROCESSO NEWAkEXISTING 0 ll� j I t LINE PRESSURE: MFG: Vvl4_#_s roo � DOMESTI MODEL: SIZE: INSTALLED: LOCATION: W (),/— [11tj�LAST TEST: INITIAL TEST WORK PERFORMED RE -TEST CHECK #1 TIGHT F PSID 0 CLEANED REPAIRS: 0 DISK 0 SEAT 0 SPRING 0 OTHER: --------- 11 PSID CHECK #1 TIGHT PSID COMMENTS CHECK #2TIGHT P,1 PSID 0 CLEANED REPAIRS: 0 DISK El SEAT 0 SPRING 0 OTHER: ----------- CHECK #2 TIGHT El PSID COMMENTS RELIEF VALVE2 PSID ❑0 CLEANED REPAIRS 0 DIAPHRAGM 0 SEAT 0 SPRING 0 OTHER --------- - ---- ---------------------- - RELIEF VALVE PSID , COMMENTS BUFFER PSID BUFFER PSID AIR INLET PSID EICLEANED REPAIRS OPOPPET 0 BONNET AIR INLET PSID COMMENTS SHUT OFF VALVE #1 TIGHT 0 DIRECTION OF FLOW: HORIZONTAL UP 0 DOWN 0 SHUT OFF VALVE #2 TIGHT/ PASSAd FAILED: 0 0 BACKPIRESSURE El IMPROPER INSTALL 0 INCORRECT USE: THIS ASSEMBLY HAS BEEN TESTED WITH PROCEDURES. TEST KIT: ADDITIONAL CHARGES: 04<te jr�z-�' F-11 Ai 7--yar,7195T, m, ----- - -------- ALARM OFF: ALARM ON: MAI DRAIN TEST El ACCEPTED BY: _-_J- --- PRINT ACCEPTED BY. 14" mullfwmiimlw almommiglimilwil 11 MOM "I 55111ffsii�l THAT ARE THIRTY (30) DAYS PAST DUE. CALIS DATE: CONTACT: TESTER: 4��wze – ---------- — ----- ------------ – INT TER: ---------------- – - -- – --- SIGNATURE I CERTIFY UNDER PENALTY OF LAW THAT HAVE PERFORMED THE TESTINSPECTIONAND REPAIRS SUBMITTED ON THIS FORM. THE TEST PROCEDURE WAS PERFORMED IN ACCORDANCE WITH U.S.C. TEST PROCEDURES. I BELIEVE THE SUBMITTED INFORMATION IS TRUE, ACCURATE& COMPLETE. I AM AWARE THAT THERE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION EXIST, INCLUDING FINES AND IMPRISONMENT. Metal Building Components 6312 S. Fiddlers Green Circle Suite 300E Greenwood, CO 8011.1 Stibject: Gilligan Family To Whom At May Concern: I-Iiis letter certifies that Silver -cote, LLC has provided an R-38 Roof liner system for the roof for the aforerneritioned project and a specification sheet has been provided listin(, technical data for review. zn Sincerely, NQ Sarah A. ei Sales Support Representative SlIvercote., J' --LC 24-44 Station Dr. Salle f -I Stockton, CA 95215 P: 209-661)-7251 F.- 864-5')S:-4675 Sarah.A. o ilvercote. coin 25 Logue Court, Greenville, SC 29615 - 844-232-3701 Kl, l a A Air 1wir Submittal Date 11/4/16 Submitter Silvercote, LLC Project Gilligan Family Submitted to Metal Building Components silvercote.com Energy Saver FP Insulation System Designed for metal buildings, the Energy Saver FP insulation and fall prevention system provides an efficient state-of-the-art way to insulate and create leading edge fall prevention compliant with OSHA standards when installed by certified installers. This product has been tested and complies with: ASTM C655, Type I • ASTM C167 Flame Spread <25 ASTM E84 • ASTM C991 • Smoke Developed <50 • ASTM C553 Single Layer Roof System O R-30 91/z" O F1,25 8" O R-19 6" Double Layer Rood Syster•ns (New construction) O R-43 (R -3o + R-13) '13'/z" O R-36 (R-25 + R-11) 11'/2" O R-40 (R-1-0 + R-10) 121/," Q R-35 (R-25 + R-10) 11" O R-38 (R-28 + R-10) '11" O R-33 (R-25 + R-8) 103//a" O R-38 (R-25 + R-13) 11" O R-32 (R-19 + R131, 10" ® R-38 (R-30 + R-8) 1i" O R-30 (R-19 + R-11) 9'/z" Triple Layer Roof Systerns (New construction) O R-49 (R-19 + R-19 + R-11) 15'/,," O R-48 (R-19 + R-19 * R-10) 151/2" O R-46 (R-19 + R-19+ R-8) 141/2" Single Layer Wall Systems Double Layer Wall Systems O R-30 91i'2" O R-25 8" O R-43 (R-30 + R-13) 131/,` O R-28 8" O IR -19 6" O R-41 (R-28 + R-13) 12" O R-30 OR 19 + R11) 9;4" ❑ Purlin elide FP Insulation System Designed for metal buildings, the Purlin Glide FP insulation and fall prevention system provides an efficient state-of-the-art way to insulate and create leading edge fall prevention compliant with OSHA standards when installed by certified installers. This product has been tested and complies with: ASTM 0665, Type I • ASTM C991 Flame Spread <25 • ASTM E84 • ASTM C553 • Smoke Developed <50 ASTM C167 Single Layer Systems O R-30 91iz" O R-20 6" O R-13 4" O R-10 3" O R-25 8" Q R-19 6" O R-11 3'/z° O R-8 2" Double Layer Systems O R-32 (R-19 + R-13) 10" O R-26 (R-13 + R-13) 8" O R-30 (R-19 + R-11) 9'/z" O R.-23 (R-13 + R-10) 7" 0 R-29 (R-19 + R-10) 9" 0 R-20 (R-10 + R-10') 6" ❑ Unfaced Metal Building insulation An Unfaced fiberglass blanket designed to be used as a backfill material in a variety of insulation systems. This product has been tested and complies with: ASTM C665 Flame Spread <25 ASTM E84 Smoke Developed <50 O R-30 93/" Q R-21 63W' O R-13 4" O R-10 3" O R-28 8" Q R-20 6" O R-12 3%" O R-8 23/x" O R-25 8" Q R-19 6" O R-11 31/" ❑ Faced Metal Building insulation A faced fiberglass blanket used in metal buildings. It is usually installed between structural steel and sheeting. This product delivers guaranteed recovered R -value prior to installation. For warranty details visit www.guardian-insulation.com, This product has been tested and complies with: ASTM C665 • ASTM E84 Flame Spread <25 ASTM C991 Smoke Developed <50 O R-30 91,2" O R-21 63/<" Q R-16 5" Q R-11 3'/2" O R-28 8" O R-20 6" O R-13 4" O R-10 3" Q R-25 8" Q R-19 6" O R-12 3'/2" O R-8 2'/z" O 2" Condensation Blanket Fiberglass Insulation Facts Fiberglass insulation is made from mineral substances processed from molten state to an incombustible fibrous form. Facing Facts • Standard residential building insulation facings will burn and should not be left exposed. • Residential insulation vapor retarder facings should always be installed toward the warm -in -winter side of the dwelling. • Vapor retarders must have a rating of 1 perm or less. • Special consideration should be given to facing choices for metal building insulation products in areas that will be exposed to excessive amounts of UV light such as buildings with open walls, large doors that will be open frequently or to buildings that will utilize indirect lighting. Sound Facts • Fiberglass insulation increases the Sound Transmission Class (STC) rating when properly installed in building assemblies. It has been determined that thickness has greater value in sound control than density. • NRC (Noise Reduction Coefficient) data is available for most commonly -used products. R -value R -value Means the resistance to heat flow. The higher the R -value the greater the insulating power. Flame Spread, Combustion and Federal Testing • Silvercote Lamination unfaced metal building insulation, metal building insulation and FS 25 have a class "A° rating of flame spreac' of a5 or less and smoke developed of 50 or less in accordance with ASTM E84 test method. • Silvercote Lamination metal building insulation has been tested and has passed the requirements of ASTM E136 combustion characteristics and is considered non-combustible by major building codes. Recycled Glass Content Silvercote Lamination fiberglass insulation products contain 43% post consumer recycled glass and 6% post industrial recycled glass. Fiberglass and Mold Fiberglass insulation will not sustain mold growth. However, mold can grow or almost any material when it becomes wet and contaminated. Carefully inspect any insulation that has been exposed to water. If it shows any sign of mold it must be discarded. If the material is wet but shows no evidence of mold, it should be dried rapidly and thrcughly. If it shows signs of facing degradation from wetting, it should be replaced. ASTM C665 Requirements Include The Following Test Methods: • ASTM 0518 and 0653 - Thermal Resistance (R -value) • ASTM E84 - Surface Burning • ASTM E970 - Critical Radiant Flux • ASTM E96 - Water Vapor Perrneance • ASTM C1304 - Cidor EmissionSECT 13.8 - Corrosiveness • ASTM C1338 - Fungi Resistance • ASTM 01104 - Water Vapor Sorption Unfaced Insulation Markings: R -value is printed on the face of the product. Underwriters Laboratories: Batts/Blankets UL Listing BZJZ.R9602; BKNV.R9602 Restive Design, Additional Certifications: (may not apply to all products, check individual product literature for details) • City of New York, Department of Buildings Code Compliance for unfaced fiberglass thermal insulation code sections 27-232 and 27-348 non -combustibility. NYC MEA417-91-M for loose - fill insulation, and MEA 416-91-M for batts. • State of California Bureau of Electronic & Appliance Repair, Home Furnishings and Thermal Insulation certified product listing license #TA1275. • Complies with CA Section 01350. (UL Greenguard Gold products comply) • Compliance with City of Los Angeles, California requirements for thermal insulations. • Minnesota Insulation Standards Program. • National Standard of Canada CAN/ULC-S702-09 for preformed and loose -fill insulations. • National Research Council Canada CCMC Evaluation listings for batts and loose -fill. Not all Silvercote products are GREENGUARD Certified. See applicable product specifications for details, or visit tJL.COM/GG to view our certified products. SIL 165-004 2/15 © 2015 Silvercote, LLC ldy��+ Warranty No: . `� �; Sl-�'� T iAC d ILQfNGii E � Rigid Global Buildings SPECTRAL{TE 2000 SILICONiZED POLYESTER COATING SYSTEM FORTY/THIRTY (40/30) YEAR LIMITED WARRANTY Rigid Global Buildings, hereinafter referred to as RIGID, is pleased to present you with our Spectralite 2000 Siiiconized Polyester tlmited Warranty. t. Our Spectraiits 2004 Sillconized Polyester cal coatings, properly applied to HDG steel, G•90, Zinc -Aluminum Ailoy steel for commercial or industrial building parts will meet the following standards: a. WILL NOT crack, Hake or peel (lose adhesion) to an extent that is apparent on ordinary outdoor visual observation for foray (40) years from date of shipment. Minute fracturing, which may occur to proper fabitaWn of the bultOng parts, is not a covered Warta* ConnlBon. Futifue due to substrate corrosion is not a covered Warranty CondUlon. It. Within thirty (30) years from the date of installation of the panels: i. WILL NOT chalk in excess M ASTM D4214 method A number six (b') rating on horizontally installed (roofing) panels and a number eight (8) rating on vertically installed (sidewrell) panels, when property maintained as described herein, and ii. WILL NOT have a color change more than seven (7.0) Hunter delta -E units on horizontally installed (roofing) panels and five (5.0) Hunter delta•E units on vertically installed (sidewali) panels as determined by ASTM method D-2144, Color change shall be measured on an exposed painted surface that has been cleaned of surface soils and chalk, and the corresponds values measured on the original or unexposed panted surface. Color chanes may not be uniform on surfaces that are no equally exposed to the sun and elements and RIGID does not warrant that color changes will be uniform. 2 Our LIMITED WARRANTY DOES NOT APPLY to circumstances which we do not control, itcludung: a. Ads of God, external forces, falling objects, fire or other casually or physical damage, It. Unusual hamdul fumes or foreign substances in the atmosphere, standing water, or dkW salt spray. 3. RIGID further agrees to replace, repair or repaint, at its option and cost, any effected panels and reserves the right to approve and or negotiate contracts for such painting or replacement Any repainted or replacement panel supplied as provided herein shall be subject to warranty Wy for the remainder of the period applicable to the panel orionally purchased. The limit of this warranty shall be the cost of repainting, repairing or replacing the effected panels. The obligations under this warranty shall not arise due to failure to remove debris or other accumulation of foreign substances or materials from the parcel. 4. THIS WARRANTY IS NON TRANSFERABLE AND NON ASSIGNABLE BEYOND THE ORIGINAL BUILDING OWNER. THERE ARE NO OTHER WARRANTIES EXPRESSED OR IMPLIED, WHICH EXTEND BEYOND THE DESCRIPTION AS STATED HEREIN, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS OF PURPOSE. RIGID SHALL NOT BE RESPONSIBLE FOR ANY INDIRECT OR CONSEQUENTIAL DAMAGES (SUCH AS DAMAGES TO THE CONTENTS OR FURNISHINGS OF ANY BUILDING) OR ANY LOSS OF ANY KIND WHATSOEVER. 5. RIGID warrantees only that its panels and aims are free from defects in materials and workmanship on the dale of shipment from its plant RIGID shall determine whether correction of any defect under this warranty shall be by repair or replacement It RIGID's examination proves the panels and trims to be defective as herein defined, replacement shipment shall be prepaid by RIGID, and return shipment of original material shall be freight collect by the consignee Title to any replaced material shall pass to RIGID. 6. This warranty does not cover failures resulting from edge corrosion or 0 a failure is caused by the failure of the metal substrate or conversion coating material or in the application of RIGIIYs materials, nor does it cover minute fracturing which may occur in proper fabrication of the building parts. This warranty is conditional upon payment in full to RIGID for materials furnished and proper storage of materials prior to installation. 7. All claims filed under the provisions of this warranty must be presorted by the Customer to RIGID is writing during the warranty period and not more than thirty (30) days after detection of any apparent defects, delivered by Registered or Ceriied Mail and referencing RIGt9s Invoice number and date of shipment 8. This warranty will apply only to metal which is coated with Spechaite 2000 Siiconized Polyester and used on property luted within the continental United States, Alaska arra Canada. 9. This warranty shall remain in full force and effect during its term unHi terminated by giving thirty days written notice. No termination shall affect the rights accrued prior to termination. 10. This is our complete Warranty. It sets out all our obligations regarding the 5pecitalite 2000 polyester coatings. Itis only for the benefit of the odginal buyerand is non assignable, It cannot be changed by such things as your purchase order forms or any other forms, nev freu lb nun runM ur-1u4 Customer: Double Helix Construction Project Name: Gilligan Family LTD Partnership Project Location: 1193 1-70 Frontage Rd N Wheat Ridge, CO 80122 Color(s): Fern Green %v 112816 RGO FORM OP -104 Spe-c-2000 WarraWy No: SP2-2934 Issued by: Rigid Global Buildings 18933 Aldine Westfield Rd Houston, Texas 77073 RGB SO No: 53286 Date Shipped: August 4, 2016 Warranty fits: ` GL's -2933 G�t7i3A1,,,E7Ut�i)INGS j� Rigid Global Buildings 20 -YEAR GALVALUME WARRANTY RIGID GLOBAL BUILDINGS, hereinafter referred bas RIGID, warrants to the brryer that RIGID trot- tipped aluminum zinc alloy coaled GALVALUME I sheet steel sold tar use as unpainted steel building rooting and siding panels, if erected within the United Sues, will not rupture, fail structurally, or perioalb due to exposure lir normal almospheric mrr4sion. This warranty DOES NOT APPLY to sheets exposed at any time b corrosive or aggressive atmospheric conditions, including brit not limited to: t. Aremsubjecttosag;watermadneatmospteresorcorstantsprayingofeithersaltorfreshwater. 2 Areas suint to fallout or exposure to corrosive chemicals, tegnes, ash, cemal dust oranimal waste, 3. Areas sv*ct to water rU1 ofl from lead orcopper flashings or areas in mete contact with lead orcopper. 4. Conditions t circumstances where corrosive Wes or condensates are generated a released inside the bruddinrj. This warranty DOES NOT APPLY in the VAntol; A. Bends less than 2T for steel thickness 0.030' and thinner and less than 4T for sheet thickness 0.03t' or War. B. Slopes of the roof or sections of the roof flatter than 114:1 2. C. Mawical, chemical or other damage sustA ned during shipment, shnrage, formkng, fabrication, or during or after erection. D. Forming which incorporates severe reverse berding or which subjects coating to a lemalecompression ortensiun. E. Failure to provide free drainage of water innclWi ng internal condensation, from overlaps and all other surfaces of the sheets or panels. R Failure to rernove debris from overs and all other srsfaces of the sheets or panels. G. Damage caused to the metallic coating by improper roil erg, scouring or clearing procedures. H. Deterioration of the panels caused by contact with green or wet lumber or wet Wage stain caused by water damage or condensation. I. Presence of damp invitation or other corrosive materials in contact vA or close proxm* to the panel. 3. This warranty does not apply in the event of deterioration to the panels caused dnecty or kfirectly by pard contact with fasteners. Selection of suitable long-lasting fasteners to be used with Galvalume roefing and siding panels rests solely with the buyer. This warranty shag be subject to the stipulations, limitations, and conditions hereinafter set forth. I . RIG1D's Ra it y for breach of Ods warranty stud be bruited exclusively to the cost of either re*ng nonconforming panels, or at RIGID's sole optiDn, ortmrrishing FOB buyer's panels for the nonconfomung panels, 2 RIGID shag rd in any eve be Gable for the cost of labor expended by others on any nonconbrmirg sheets, or for any special indirect or consequential damages to anyone by reason of the fact that such panes shad have been nonconforming. 3. Claims most be pro"Ity reported in writing to FUGID and RIGID shall be given a reasonable opportunity to inspect the panels claimed to be noncomming. Adequate identification of the material involved in the claim, including date of knsta lat"o, RIGID order number, coil number, invoice number and dale of shipment must be established by Buyer. 4. Buyu shad exercise diligence in inspection of slats received from RIGID so as to mitigate rep* or replacement. 5. RIGID exterds les warnanly solely to the buyer. This warranty is not transferable and norr•astnaole with the only exception being 7aisfer of this warranty to an original boyar from an authorized RIGID BuiWer. 6. RIGID reserves the right to termimate this warranty airy time( except as to orders already accepted )upon the riving of wriden notice thereof T. This warranty is the full and Complete agreement of the parties and shall not be modi seed, altered or extended except in writing and signed by RIGID and the Buyer. RIGID GLOBAL BUILDERS NARES NO GUARANTEES, EITHER EXPRESS OR IMPLIED BEYOND THE FACT HEREOF; INCLUDING WITHOUT LIMITATION, WARRANTIES OFFITNESS LIABILI YWITH RESPECT THERETO. Rev 1f2011 RGB FORM OP -1 02 Customer. Double Helix Construction Project Name: Gilligan Family LTD Partnership Project Location: 11931-70 Frontage Rd N Wheat Ridge, CO 80122 WOOS): Galvalume Signature: David C King VP Operations - Rigid Global *Idings! Rey 112011 ROB FORM OP -102 Galvalume Warranty No: GLV -2933 Issued by: Rigid Global Buildings 18933 Aldine Westfield Rd Houston, Texas 77073 RGS SO NO: 53286 Date Shipped: August 4,2016 Description GRABBERGARD IFC caulk is a latex -based, intumescent caulk designed to stop the passage of fire, smoke, and fumes through fire -rated separations. GRABBERGARD IFC has been tested in many different 1, 2, 3 and 4 hour rated floor and wall assemblies. It has excellent adhesion qualities with most common construction materials. After fully cured, GRABBERGARD IFC forms a durable, flexible water resistant and paintable seal. Applications GRABBERGARD IFC firestop caulk provides an effective firestop seal when used as a single or multiple component system for through - penetrations, construction joints and voids. To make certain installation is correct, consult manufacturer's current listings, as well as, Third Party published Fire Resistance Directories and/or their websites. GRABBERGARD IFC common uses and features are listed below: Used on: Single and multiple penetrations Metallic pipes • Copper, steel, cast iron • Conduits Non-metallic pipes • ABS, CPVC, FRPP, PE, PEX, PVC • Rigid and ENT conduit Insulated pipes • Fiberglass • AB/PVC Electrical cables and wires • Jacket & non-jacketed Mechanical ducts Cable trays Construction joints/gaps • Top -of -Wall • Horizontal and vertical joints • Perimeter floor joints Voids Common construction substrate materials: • Concrete • Concrete block • Steel deck • Wood • Gypsum wallboard PRODUCT DATA SHEET Features: Red Color Non-toxic Safe and easy to use Easy clean up (Water Only) Low volatile organic content (VOC) No asbestos or PCB Water resistance (when fully cured) Mildew resistant (when fully cured) Paintable (with latex based paints) Excellent application characteristics • Flows easily • No slump • Superior bond and adhesion Excellent acoustic properties Seals smoke and gases High intumescent characteristics One -component systems Advantages Intumescent — When exposed to high temperatures or fire, GRABBERGARD IFC caulk expands in volume to quickly close off voids left by melting or burning construction materials. Single Component GRABBERGARD IFC caulk can be installed directly into an opening or joint without mixing or the use of additional materials such as metal collars or wraps. This simplifies installation and minimizes the materials needed at the jobsite. Versati I ity GRABBERGARD IFC caulk adheres easily to dry or damp concrete, wood, metal and other common building material surfaces. Flexibility When installed GRABBERGARD IFC caulk, when used in joints, accommodates up to 33 percent joint movement compression/extension. It remains flexible and fully resistant to water after fully cured. Limitations Consult the Installation Instructions, Storage and Handling and Transportation Sections. Exposure to rain, running or standina wateri before, the sealant is cured may cause the installed material(s) to wash out. The curing process occurs naturally through he evaporation of its water content into the atmosphere. Slower cure times may be experienced if the sealant is installed at low temperatures, damp and/or in Disclaimer: All technical advice, recommendations and services rendered by the seller gratis. They are based on technical data, which the seller believes to be reliable, and are intended for use by persons having the skills and know how, at their own discretion and risk. In no event will the seller be liable for any consequential damages arising out — us Page 1 of 4 of the use of this product. January 2009 high humidity environments. Any materials used in the firestop system for damming, insulation a support that may not allow for the free passage of air could result in longer curing times. The environment in which the compound is being used should be considered when estimating cure times. Compliancet R rQ ovals GRABBERGARD IFC caulk has been tested br hundreds of firestop installations and meets or exceeds the requirements of ASTM E 814, ASTM E 119, UL 1479, UL 2079, ULC S115 -M95, and CAN/ULC S101. Underwriters Laboratories (UL) and Intertek Testing Service (ITS) NA Ltd (Warnock Hersey) are third party fire endurance testing agencies accredited by ICBO, BOCA and SBCCI (National Evaluation Services) in the United States. Additional Testing GRABBERGARD IFC caulk becomes an integral component in a complete building systems of walls, pipe penetrations, HVAC ducts, joints, and the like. For this reason, its physical compatibility to other products used in these complex configurations requires more than the routine firestopping products testing. The results of these additional tests are listed in Table 1, GRABBERGARD IFC Caulk Physical and Chemical Properties. GRABBERGARD IFC Caulk has proven that it has all the physical characteristics desired in a firestopping product. Once installed and fully cured, it has excellent stability, even after four weeks at freezing temperatures of -15°F (26°C) and exposure to extreme temperatures of 300°F(1490C) for 24 hours. Dimensional changes were well within the accepted standards (<20/o per ASTM C-356). Dynamic testing has demonstrated GRABBERGARD IFC caulk's highly elastic properties. When tested in simulated fire conditions, this intumescent caulk expanded uniformly, to at least eight times its original volume, without causing failure to other components. When tested per ASTM E-84, the flame spread index was less than 25 and smoke development index was less than 50. Corrosion and microbial growth were tested using procedures outlined in ASTM C-665. GRABBERGARD IFC caulk does not promote the PRODUCT DATA SHEET corrosion of steel, copper, or aluminum, but may cause discoloration on galvanized metal surfaces. Also, GRABBERGARD IFC caulk does not support mold growth. The use of GRABBERGARD IFC caulk will restore the acoustical performance level (STC rating) to firewall systems used in standard building construction when tested according to ASTM E-90-99. Installation Instructions GRABBERGARD IFC must be installed in compliance with a listed system design published by a third party testing agency (UL, ITS). Refer to their respective published Fire Resistance Directory or their web site. Prep -work To install properly, remove excessive dust, dirt, debris, grease, oil and standing water. Application Apply caulking material with standard cartridge or bulk -loading application guns or trowel in place with standard toweling tools. Install the required amount of caulking material into the opening using sufficient pressure to ensure it is in contact with all surfaces, substrates and/or penetrating items. The manufacturer recommends tooling the surface with a moist putty knife or similar tooling utensil. Tooling the caulking material will create a stronger bond and a smooth finish especially on irregular or porous surfaces. Do not apply GRABBERGARD IFC to mineral wool that is or was wet from exposure to water, standing water, rain or snow. Caution: Mineral wool may cause eye, skin or respiratory tract irritation. Avoid contact with eyes, skin of clothing. Recommend using gloves and goggles. Refer to mineral wool manufacturer's Material Safety Data Sheets. Installation Temperature For best results, installation temperatures should be between 45°-900F(7°32�C). Maintenance No special maintenance is required after the GRABBERGARD IFC sealant is installed and fully cured. If, after installation, the GRABBERGARD IFC sealant is damaged or cut, repairs should be made with the same sealant. Disclaimer: All technical advice, recommendations and services rendered by the seller� gratis. They are based on technical data, which the seller believes to be reliable, and ¢i are intended for use by persons having the skills and know how, at their own discretion and risk. In no event will the seller be liable for any consequential damages arising out C U Page 2 of 4 of the use of this product. January 2009 Manufacturer's Recommendation§ The manufacturer recommends this product be installed by those trained in proper installation procedures (Approved Installer Card) and be able to read and understand a firestop system design listing (i.e. UL or WHi Listed System Design). Storage and Handling Keep product stored in a protected covered area in its original unopened containers. Manufacturer recommends storage temperatures to between 40 °-90 °F(4° -32°C). DO NOT ALLOW TO FREEZE Product has a shelf life of one(1) year. Stock rotation program is recommended. TranspQrtation Recommended transportation temperatures should be between 40°90°F(4°32`C). DO NOT ALLOW TO FREEZE First Aid In case of contact with eyes, flush with water and consult a physician. Skin contact, clean up thoroughly with water or soapy water. Consult a physician if eye or skin irritation develops or is persistent. SEE MSDS FOR ADDITIONAL INFORMATION. Availability GRABBERGARD IFC caulk is supplied in: • 10 fl. oz. (300ml) plastic cartridges • 29 fl. oz. (850ml) cartridges • 20 fl. oz. (590ml) sausages • 5 gal. (18.9L) tapered plastic pails Coverage Estimated product usage will vary depending on opening size and configuration. Check GRABBERGARD'S estimating charts for coverage. Warranty John Wagner & Associates dba Grabber Construction Products will not accept liability for more than product refund. Any claim regarding product defect must be received in writing within 1 year from date of shipment. Grabber makes no other Warranty or Guarantee express or implied, including warranties of fitness for a particular purpose or merchantability. The seller shall assume no other liability for incidental or consequential damages arising out of the sale or use of this product. • i 9 1 Technical Services For technical information and assistance regarding application information, code requirements and performance specifications: Tall Free 1-866-237-GRAB(4722) Web Site www.grabberman.com Disclaimer: All technical advice, recommendations and services rendered by the seller $PRrr gratis. They are based on technical data, which the seller believes to be reliable, and are intended for use by persons having the skills and know how, at their own discretion 'C gus and risk. In no event will the seller be liable for any consequential damages arising out Page 3 of 4 of the use of this product. January 2009 PRODUCT DATA SHEET Table 1 —Physical and Chemical Pro e� rties As Supplied Type of Polymer Acrylic Emulsion Odor Mild Latex Solids Content (Wt%) 82% Application Temperatures 45° -90°F(7° -3M) Viscosity (ASTM D-2196) 640000-960000cps Extrudability Passed Calor - (ASTM C-834) Rust Red Specific Gravity - (ASTM D-1475) 1.40-1.50 Dry Time - (ASTM D-1640) Passed Dry to touch @ 6mils 20 mins Full Cure Time 7-21 days (depends on thickness & environment) Excellent pH - (ASTM E-70) 8-9 As Cured In Service Temperature up to 120°F(490C) Moisture Absorption <41/6 Stability Passed [Dimensional, Cracking, Blisters, Flexibility] Corrosion - (ASTM C-655) Passed [for Aluminum, Copper, Steel, Galvanized Steel, Stainless Steel] Volume Shrinkage - (ASTM C-1241) <20% Chemical Compatibility - (ASTM D-543) Passed Slump Test - (ASTM D-2202 - Modified) Passed Hardness - (ASTM D-2240, Shore A) 26 Freeze/Thaw - (ASTM D-2243) Excellent Tensile Properties - (ASTM D-2370) Tensile Strength 41.8 psi Maximum Elongation 667% Corrosion - (ASTM D-5894) Passed Surface Burning Characteristics - (ASTM E-84) Flame Spread Index <25 Smoke Developed Index <50 STC Sound Transmission Loss - (ASTM 90-99) Full Recovery Disclaimer: All technical advice, recommendations and services rendered by the seller gratis. They are based on technical data, which the seller believes to be reliable, and are intended for use by persons having the skills and know how, at their own discretion and risk. In no event will the seller be liable for any consequential damages arising out of the use of this product. Typical Pipe Penetration Typical Cable Tray Penetration (91 7 US (46 C ):16 Page 4 of 4 January 2009 Product Data Sheet 3M7 Fire Barrier Sealant CP 25WB4- is a high-performance, ready -to -use, gun -grade, latex -based, inturnescent sealant that dries to form a monolithic firestop seal that also acts as a barrier to airbrinne sound transmission. 3M- Fire Barrier Sealant CP 25WB+ helps control the spread of fire, smoke and noxious gasses before, during and alter exposure to a fire when installed in accordance with a listed through penetration or fire -resistive joint assembly s),stem- 3M' Fire Barrier Sealarat CP 25WB+ firestops blank opern*s and penetrations passing through fire -rated floor; floor/ceiling or wall assemblies and other fire -rated interior building construction. The unique imumescent property of this material allows 3M- Fire Barrier Sealant CP 25WB+ toe and help maintain a firestop penetration seal for up to 4 hours as penetrants are exposed to fire- 3M" Fire Barrier Sealant CP 25WB+ exhibits excellent adhesion to a full range of construction substrates and penetrants. No mixing is required, %ft"aww"Ov. LW High-performance firestop sealant that also helps minimize sound transfer grIT#TUI-= • Firestop tested up to 4 hours in accordance with ASTM E 814 (UL 1479) & C 51 15 • Fire Resistance tested for static construction joint systems in accordance with ASTM E 1966 (UL 2079) • Re -enterable / repairable • Meets UL 1479 aging requiremetts • Helps minunize sound transfer* Applied with conventional caulking equipment (excellent caulk rate) • Extensive listed systems • Sag -resistant • Halogen -free • Excellent adhesion • Paintable • Water clean up Meets the intent ofLEEDI VOC regulations — helps reduce the quantity of indoor air contaminants that may be odorous, irritating and harmful to the comfort and well-being oftheinstallers andoccupanis <250glEVOCcontents (less lIzOand exemptsolvena). *Minimizes noise transfer —STC -Rating of 54 when tested in STC 54 -rated wall assembly High-performarice 3M- Fire Barrier Sealant CP 25WB+ is ideal for sealing single or multiple through penetrations in fire -rated construction. 3M- Fire Barrier Sealant CP 25WB+ is typically used in mechanical, electrical and plumbing applications to firestop openings created by the following penetrations in fire -rated floors, flooriceilings or walls: metallic pipe, plastic pipe (excluding CPUC), conduit power and commimication cable, cable trays, busways, combos, insulated pipe and HVAC duct penetrations 3M' Fire Barrier Sealant CP 25WB+ is also used to firestop b" openings and static construction joints. 3M- Fire Barrier Sealant CP 25WB+ shall be a one component, ready -to -use, gun -grade, latex -based, intumescent firestop sealant capable of expanding a minimum oft times its dried volume when exposed to temperatures above 1000°F (538'C). The material shall be thixotropic and shall be applicable to overhead, vertical and horizontal firestops. The sealant shall be listed by independent test agencies such as UL, Intertek or FM. 3M' Fire Barrier Sealant CP 25WB+ shall be tested to and pass the criteria of AS E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ULC S 115 Standard Method of Fire Tests of Firestop Systems. 3M' Fire Barrier Sealant CP 25WB+ meets die requirements of the IBC, IRC, IFC, IPC, IMC, NFPA 5000, NK (NFPA 70) and NFpA 101. Typically Specified Division Division 7 Section 07 84 00 - Firestopping KLIMI�m MMSEAL SOUND BARM 9 FU n3w FOR U -,O FN*NWSVMEM SELUMMUSUViM09133M 0" FUJ,VMORGVM MUEFAU woo RR 'l SLIOWMMECONDITIMMAPPRDOL ASAWMI.&FLOOIRPOWnIMM FIMMMMISIXIMASOCUMED INMEOMMEI)MMWITHEMM APFrOALUUME UsW GA P r't ffl hitemk Wert* FIRESTOPOSTEM FREMPSYSTEM —TEK 71wtt Vv='If Related Sections Section 07 84 16 - Annular Space Protection Section 07 84 43 - Fire -Resistant Joint Sealant Section 07 86 00 -- Smoke Seals Section 07 87 00 - Smoke Comainwrit Barriers Section 07 27 00 - Air Barriers Section 2100 00 - Fire Suppression Section 22 00 00 - Plumbing Section 26 00 00 - Electrical Fo, technlical support retating "0'M Fi,re Prolection PrO'du,"As anird Systems.call: 1-800-328-1687 For .-I'mre inn ornnafton ( n 3NI ' Fire P,,rcfectEon Products, vi,,{t: Application Temperature Range (ASTM C 1299): Service Temperature Range: Red 40' to 122°F (41 to 5WC) -20o to 180117 (-281 to 821C) 54 when tested in STC 54-r" wall assembly Hardness (ASTM D 2240 Shore A): 45 Tensile Strength: 85 psi (0.59 Wa) Volume Shrinkage (ASTM C 1241 28% VOC Iess H20 and Exempt Solvents: < Ig/L Dry: Under qVical conditions of 75F (23Q and 50% relative humidity, sealmit becomes tack-fiuc in about ten minutes and dry in 30-60 rninWx& Full dry depends "on an 2bent conditions and volume of scalant. Typical dry rate is approximately I&inch (,rmn) per day_ Unit Volume: 10.1 fl oz- tube (298.7mL, 18.2 in'), 20flozsausage (59I.5mL, 36.1 ia'),27fl- ozframe (798.5mL, 48.7ia'), 2 gallon pad (7.57L,462 W), 5gallon pail (18.9L.1155 in') ,�iiiiji i 11111ME11 I Packaging: Product packaged in cartridge or pail is enclosed in HDPE plasric containers, sausage is packaged in aluminum foil wrap. storaw. 3M- Fire Barrier Scalant: CP 25WB+ should be stored indoorsindry conditions between 40°F and 90'F(4'Cand 32°C) in the original unopened package. Avoid repeated freeze/ thaw exposures of the 3M' Fire Barrier Sealant CP 25WB+ prior to installation, Shelf Life: 3M' Fire Barrier Sealant CP 25WB+ shelf life is 12 months in original unopened containers from date of packaging when stored above 68°F (201C). Lot mimbering (e.g. 8 183AS): First digit - Last digit of year edSecond to fourth digit - Julian Date, Leners = Random to distinguish between lot numbers Consult , 3MAu thorized Fir, protection Products Distrih utor /Dealer or Sales Representative, or 6. Installation Techniques Applicable UL, firteriek or other third- pary drawings and system details Preparatory Work. The suaface of the opening and any penetrating items should be cleawd to allow for the proper adhesion of the 3M' Fire Barrier Sealant CP 25WB+, Ensure that the surface of the substrates are not wet and are frost free. Sealant can be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a piny knife or trowel. Installation Details: Install the applicable depth of backing material, if red, as detailed within the applicable UL, Intertek, FM or other third -party listed system Cut the end of the 3M' Fire Barrier Sealaut CP 25WB+ tube spout to acluiuve the desired bead width when applying. Install the applicable depth of 3M- Fire Barrier Sealant CP 25WB+ into die opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required- Tool withinfive minutes. Clean all tools immediately after use, with water limitations: Do not apply 3M- Fire Barrier Sealam CP 25WB+ when surrounding temperature is less than 40°F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours ofaliplicaticuL Do not apply 3M` Fire Barrier Sealant CP 25WB+ to budding materials that bleed oil, plasticizers or solvent (e.g impregnated wood, oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M' Fire Burner Sealant CP 25WB+ w wet or frost -coated surfaces or to areas that are continuously damp or immersed in water, NOTICE: This product is not acceptable for use with chlorinated polyvinylchloride (CPVC) pipes. 7. MaintU-nance No maintenance: should he required when installed in accordance with the applicable UL, Inteftek, FM or other third -party fisted system. Once installed, if any sectio iif the 3M- Fire Barrier Sealatit CP 25WB+ is the followiN "ure will arulv: remove and reinstall the damaged section in accordance with the aiTlij 8. AvailabilitY 3M' Fire Barrier Sealant CP 25WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M' Fire Barrier Sealant CP 25WB+ is available in 10.1 fl. oz. cartridges (12/case), 20.0 fl, oz. sausages (10/case), 27.0 fl. oz. cartridges (6/case), 2 gallon pails (1/case) and 5 gallon pails (1/case). For additional technical and purchasing information regarding this and other 3M- Fire Protection Products, please call: 1-800-328-1687 or visit www.Wcomffitestop. IM information consaitpoda ma,,a, safety Data Sheet "DS) prior to handling and disposal cortsequftal, rWdess of Me lept asWed. Please Recycle. Printed in USA. 0 3M 2016. All rWits reserved. 3M is a trademark of 3M Comparty AN other trademarks Literature Order W: 98-0400-5012-6 are the properly of ttwk respective amtem FIRE WRIER SMOKE SEAL 3M'" Fire Barrier Sealant IC 15WB+ LJ Meets Optbm+l SOLM aARRER 1 . Product Description 3M Fire Barrier Sealant IC 15WB+ is cost-effective. one -part, pun -grade, latex -based, intumescent firestop sealant that dries to forth it monolithic firestop sea] that also acts as a barrier to airborne sound transmission, 3M " Fire Barrier Sealant IC 15WB+ firestops through penetrations passing through fire -rated floor, floor/ceiling or wall assemblies. as Nvell as other fire -rated interior p buildin- i � t! partitions and assemblies (e.g. static construction joints or openings), In addition, the unique intumescent property of this material allows 3M ' Fire Barrier Sealant IC 15WB+ to expand and help maintain a firestop penetration seal for up to 3 hours as penetrants are exposed to fire. 3M ' Fire Barrier Sealant IC 15WB+ bonds to most construction substrates. including: �,vpsurn wallboard, concrete, metals, wood, plastic tincluding FV, VOID, OR CAVITY C- L', FOR USE IN JOINT SYSTEMS, CPVC) and cable jacketing. No mixing is required. THROURI-PENETRATIDN FIRESTOP SYSTEMS AND PERIMETER CONTAINMENT SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY 9OG9 Product Features Aooftl%� USM Me Firestop tested Lip to 3 hours in Sag -resistant MnM MM"TELE -dance with ASTM E Halogen-freeaccordance LC (UL 1479), ASTM E 1966 Excellent adhesion (UL 2079) & CAN/ULC-S 115 USTED Intertek * CPVC compatible Re-enterable/repairable FILL VOID OR CAVTTY FIRESTOP SYSTEMS • . Excellent caulk rate MATERIALS SEE RGERTEK UREGTORY Expanded fire protection systems 9OW Help-, minimize sound transfer* Paintable 0 Water clean up Cost-effective firestop sealant Complies with the iinem of 11,EDtg) NC -EQ Ordit 4 1 Jor Low-E-nutthN rt acriati: Adhesive, Curd Seakints, available in tube, pail or sausage. conivins <250 gIL VOC coweins ( less H_0 and exempt solvents per SCAQ111) Rule 11651. Product Color: Yellow. "Minimizcs anise irzwcfcrSTC_Ra1h;g t# 54 when tested in STC 54 rvrcd is assetnhh 2. ApplicLattionS 3M" Fire Barrier Sealant IC I 5WB+ is a general-purpose intumescent firestop ideal for scaling single or multiple through penetrations in fire -rated construction. 3M" Fire Barrier Sealant IC 15WB+ is typically used in mechanical, electrical and plumbing applications to fireSLOP openings created by the following penetrations in fire -rated floors, floor/ceilings or walls,: metallic pipe. plastic pipe, conduit, power and communication cable. cable trays, busways, combos, insulated pipe and HVAC duct penetrations. 3M" Fire Barrier Sealant IC 15WB+ is also used to firestop blank openings and static construction joint,,;. Z� 3. Specifications 3NI"' Fire Barrier Sealant IC 15WB+ shall be a one component. ready -to -use, gun -grade, latex -based, intumescent firestop sealant capable of expanding a minimum of 3 tunes at 1000'F. The material shall be thixotropic and be applicable to overhead. vertical and horizontal firestops. The sealant shall be listed by independent test agencies such as UL. ULC. Intertek or FK 3M" Fire Barrier Sealant IC I iWB+ shall be tested to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method for Fire Tests of Penetration Firestop Systems, ASTM E 1966 (UL 2079) Standard Test Method for Fire Resistive Joint Systems and CAN/ ULC -S115 Standard Method of Fire Tests of Firestop Systems. 3M°` Fire Barrier Sealant IC 15Xk'B+ meets the requirements of the IBC, IRC. NBCC. IFC, [PC. IMC, NFPA 5000, NEC (NFPA 70) and NFPA 101_ TypicallySpecified 'AtasterForniat (2004) Section 07N4 GO — Firc,topping Related Sections Section 07 27 W — Air Barriers Section 07 84 16 — Annular Space Protection Section 07 84 13 — Fire -Resistant Joint Sealants Section 07 86 00 — Smokc Seale Section 07 87 00 — Smoke Containment Barters Section 07 92 13 — Elastorneric Joint Sealants Section 07 92 19—Acoustical Joint Sealants Section 21 W On — Fire Suppression Section'_? CIO 00 — Plumbing Section I - I W W — Heatina, Ventilating. and Air Conditioning (HVAC) Section 26 00 00— Elcelm:al Color: Yellow Application Temperature Range: 40' to 122F (4' to 50'C) (ASTM C 1299) Service Temperature Range: -20' to 180'F (-280 to 82°C) STC Acoustic Barrier: 54 when tested in STC 54 rated (ASTM E 90 and ASTM E 413) wall assembly Surface Burning (AST?vI E 84): Flame Spread 5. Smoke Development 50 Hardness (ASTM D 2240 Shore A): 70 Tensile Strength: 85 psi (0.59 MPa) Volume Shrinkage (ASTM C 1241): 28% VOC Less F1,0 and Exempt Solvents: <2 g/L Dry: Under typical conditions of 751(23"C) and 50% R.H., -,ealam becomes tack -free in about ten minutes and do -to -touch in 30 to 60 minutes. Full dry depends upon ambient conditions and volume of sealant. Typical dr-, rate is approxinnatch, 1/8 inch (3 rum) per day. Unit Volume: 10.1 It oz tube (298.7 in], 18.2 mr), 20 fl. oz. sausage (591.5 rrfl. 36.1 in: 27 fl. oz tube C79S-i out, 48.7 in.'), 4.5 gal- pail (17.03 L, 1034.5 in-') Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers, sausage is packaged in aluminum foil wrap. Z7 7' Storage 3M- Fire Barrier Sealant IC 15A'B+ should be stored indoors in dry conditions between 40-F and 90'F (4'C and 32'C) in the original unopened package. Avoid repeated freeze / thaw exposures of the 3M- Fire Barrier Sealant IC 15WB+ prior to installation. Shelf Life 3W Fire Barrier Sealant IC 15WB+ shelf life is 12 month,,, in original unopened containers from date of packaging when stored above 68'F (2"C). Lot numbering (e.-. 8183AS): First digit = Last di -it of year manufactured, Second to fourth digit = Julian Date. Letters, = Random to distinguish hemcen lot numbers 6. Installation Techniques Consult a 3M Authorized Eire Pilcitection Products Distributor / Dealer or Sales Representative foir applicable UL, cUL, ULC, Iniertek, F.W or oilher ihinl-parliY drawing li and sYSitem details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the W Fire Barrier Sealant IC 15WB+. Ensure that the surface of the substrates are not wet and are frost free. Sealant can he installed with a standard caulking gun. pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material, if required, as detailed within the applicable UL, cUL, ULC. Intertek. FM or other third -party listed system. Cut the end of the 3M - 'Fire Barrier Sealant IC 15WB+ tube spout to achieve the desired bead width when applying. Install the applicable depth of 3M_' Fire Barrier Sealant IC 15WB+ into the opening flush with the surface of the substrate, or as detailed within the applicable listed system, at the depth for the assembly and rating that is required. Tool within 5 minutes. Clean all tools immediately after use with water, Limitations Do not apply 3M" Fire Barrier Sealant IC 15WB+ when surrounding temperature is than less 40'F WC) and in conditions where seals may be exposed to rain or water spray within IS hours of application. Do not apply 3NI" Fire Barrier Sealant IC 15WB+ to building materials that bleed oil, plasticizers or solvent (e,,-. impregnated wood. oil-based sealants, or green or partially vulcanized rubber). Do not apply 3MFire Barrier Sealant IC 15WB+ to wet or frost -coated surfaces or to areas that are continuously damp or immersed in water. 7. Maintenance No maintenance is expected to he required when installed in accordance with the applicable UL, cUL, LILC. Intertek. FNI or other third -party listed system. Once installed. if any section of the 3NI "Fire Barrier Sealant IC l5WB+ is damaged, the following procedure will apply: remove and reinstall the damaged section in accordance with the applicable listed system, with a minimum 1/2 in. (12.7 mm) overlap onto the adjacent material. 8. Availability W` Fire Barrier Sealant IC 15WB+ is available from 3M Authorized Fire Protection Products Distributors, and Dealers. ' )M' Fire Barrier Sealant IC 15WB+ is available in 10.1 fl. oz, cartridges (3M ID 98-0400-5509-1, 12/case), 20.0 It oz. sausa,_,es OM ID 9844(XI-5512-5, 10/case). and 4.5 gallon pails (3M ID 9849(0-5510-9, I/case). For additional technical and purchasing information rec-larditu, this and other 3M Fire Protection ProAticts. please call: 1-800-328-1687 or visit www3na.cond/firestop, .C- ation 9. Safe Handling ln10rrnCtL Consull counlr.v-(4-itse Material Saje'tv Data Sheet (MSI)S) prior to handling and disposal Important Notice to User,, Technical troformation: The, to -Arilcal irrWoriation. reconstmenlaticins; ann M'der sratemeria; contained ln this docirment are hared upon tests, or i"Xperence tia" 3tl pole'ves arc reliable, but the accuracy ,r mar rrplctsincss of zuch infornlXor is nut fjuaiartcd. Product Use: Many factors oepma ~nNll s mitid and UniqUeNvAtrin user s knoMedge and rontrol can affect The itse and paforman.,,e of a Al product in a particular application. Given the variety of factors that can affect rite Use and perfortinance of a 3114 product, user is sclolt responsible for evakiatrig the 3171 product and detenniHing 4sftether it is fit far a particular purpose and suitable for user's method of application. 3M Warranty and Limited Remedy: 3bi warrants thilt Moll "Al Fi c Pritut'llou PiLklud, wiff be freefromdictocts ill material and arallufacturu to; 090 days fromi "date of purchase ffonri 3Ms authorized distribute. W MAKES NO OTHER EXPRESS OR INIPLIEyARRANW.S, INCLUDING ANY IMPLIED 'WARRANTY OF MERMANFIABILITY OR FfTNE`ti FOR A P.411fln LAR PURKsSE. Building and Commercial Services Division uvarranti,, the sclearic extriscie renrechi is, at Ws option replacement of to TO cooduct or refund of the purchase price. Limitation of Liabifitr. � Ycef-A 4ifWl r-n-bitded fj 1%�. Al will ret re, Haile for ",, LS. C€12narsinor firmn ti a� Im pr, -Ai v-,, V�hetfw direct, raF!od succial, n("horrial or atone quntial, rogirolloss of the legal theory prsscrtcd� 3M Center Building 223-2N-21 St. Paul, MN 55144-1000 USA Please Recycle. Printed in USA. 1-800-328-1687 (0 3M 2012. All rights reserved. 3M is a trademark of 3M. Used under license in Canada. All vivin,0M.com/firestop 98-0400-5077-9 REV B other trademarks are the property of their respective owners. BUILDER: ADDRI SS: SUB11VISION: KEVIN &LLIGAN WHEATRIDGE `PUrSUar-It to 111-3 Federal Trade Commission regulation, you are hereby furnished with the iollowinc inn-ormation relating to the insulation in the unit listed above. - "R" INCHES AREA FACTOR MIN. 2x6 CELLULOSE TO EXT. WALL 23 6" Company I -Ion -le Builder Company 11/23/16 COMcheck Software Version 4.0.2.9 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project rtCe: Lakemont Landing Lot 6 Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 16% Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 Building Area Owner/Agent: Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com Floor Area Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com 1 -Workshop : Nonresidential 3250 2 -Office : Nonresidential 1095 3 -Showroom (Retail) : Nonresidential 3738 4 -Warehouse w/ min 70 pct daylighting : Nonresidential 5046 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter Roof 1: Metal Building, Standing Seam, Double Insulation Layer with Thermal Blocks (c), [Bldg. Use 1 - Workshop] Roof 2: Metal Building, Standing Seam, Double Insulation Layer with Thermal Blocks (c), [Bldg. Use 2 - Office] Roof 3: Metal Building, Standing Seam, Double Insulation Layer with Thermal Blocks (c), [Bldg. Use 3 - Showroom] Roof 4: Metal Building, Standing Seam, Double Insulation Layer with Thermal Blocks (c), [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Floor 1: Slab -On -Grade: Unheated, Vertical 3 ft., [Bldg. Use 1 - Workshop] (b) Floor 2: Slab-On-Grade:Unheated, Vertical 3 ft., [Bldg. Use 2 - Office] (b) Floor 3: Slab -On -Grade: Unheated, Vertical 3 ft., [Bldg. Use 3 - Showroom] (b) Floor 4: Slab-On-Grade:Unheated, Vertical 3 ft., [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] (b) NORTH Exterior Wall 1 copy 1: Steel -Framed, 24" o.c., [Bldg. Use 1 - Workshop] Exterior Wall 2: Steel -Framed, 24" o.c., [Bldg. Use 2 - Office] 3250 16.0 22.0 0.028 0.035 1095 16.0 22.0 0.028 0.035 3738 16.0 22.0 0.028 0.035 5046 16.0 22.0 0.028 0.035 120 --- 7.5 0.530 0.540 100 - 7.5 0.530 0.540 120 - 7.5 0.530 0.540 140 --- 7.5 0.530 0.540 3040 0.0 22.0 0.040 0.064 3040 0.0 22.0 0.040 0.064 Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 1 of 20 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter EASI Exterior Wall 2 copy 1: Steel-Framed, 24" o.c., [Bldg. Use 2 - Office] 380 0.0 22.0 0.040 0.064 Exterior Wall 7: Steel-Framed, 24" o.c., [Bldg. Use 3 - Showroom] 1260 0.0 22.0 0.040 0.064 Window 6: Metal Frame with Thermal Break:Fixed, Perf. Type: Energy 131 --- - 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] SQUIE Exterior Wall 3: Steel-Framed, 24" o.c., [Bldg. Use 3 - Showroom] 1260 0.0 22.0 0.040 0.064 Window 3: Metal Frame with Thermal Break:Fixed, Perf. Type: Energy 174 --- - 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] Window 4: Metal Frame with Thermal Break:Fixed, Perf. Type: Energy 174 - --- 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] Window 5: Metal Frame with Thermal Break:Fixed, Perf. Type: Energy 88 - --- 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] Door 4: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Type: 21 - --- 0.800 0.770 Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] Door 5: Glass (> 50% glazing):Metal Frame, Non-Entrance Door, Perf. 64 --- --- 0.800 0.770 Type: Energy code default, Double Pane with Low-E, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] Exterior Wall 4: Steel-Framed, 24" o.c., [Bldg. Use 4 - Warehouse w/ 2100 0.0 22.0 0.040 0.064 min 70 pct daylighting] Window 7: Metal Frame with Thermal Break:Fixed, Pert. Type: Energy 174 --- - 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Window 7 copy 1: Metal Frame with Thermal Break:Fixed, Perf. Type: 174 - --- 0.650 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Window 7 copy 2: Metal Frame with Thermal Break:Fixed, Perf. Type: 174 - --- 0.650 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Window 7 copy 3: Metal Frame with Thermal Break:Fixed, Perf. Type: 174 --- - 0.650 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Window 7 copy 4: Metal Frame with Thermal Break:Fixed, Perf. Type: 174 -- - 0.650 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Window 7 copy 5: Metal Frame with Thermal Break:Fixed, Perf. Type: 78 --- --- 0.650 0.380 Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Door 6: Glass (> 50% glazing):Metal Frame, Non-Entrance Door, Perf. 21 - --- 0.800 0.770 Type: Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Door 7: Glass (> 50% glazing):Metal Frame, Non-Entrance Door, Perf. 64 - - 0.800 0.770 Type: Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] WESI Exterior Wall 1: Steel-Framed, 24" o.c., [Bldg. Use 1 - Workshop] 815 0.0 22.0 0.040 0.064 Window 1: Metal Frame with Thermal Break:Fixed, Perf. Type: Energy 153 - - 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 1 - Workshop] Door 1: Insulated Metal, Non-Swinging, [Bldg. Use 1 - Workshop] 168 - --- 0.058 0.058 Door 2: Insulated Metal, Swinging, [Bldg. Use 1 - Workshop] 21 - - 0.770 0.370 Door 3: Glass (> 50% glazing):Metal Frame, Non-Entrance Door, Perf. 21 - --- 0.800 0.770 Type: Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 2 of 20 Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(.) Perimeter Use 1 - Workshop] (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. (c) Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 3 of 20 COMcheck Software Version 4.0.2.9 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Lakemont Landing Lot 6 Project Type: New Construction Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 Owner/Agent: Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Workshop 3250 1 .19 3900 2 -Office 1095 0.85 931 3 -Showroom (Retail) 3738 1 .30 4859 4 -Warehouse w/ min 70 pct daylighting 5046 0.60 3028 Total Allowed Watts = 12718 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp 1 Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Work91 LED 8: Other: 1 10 200 2000 2 -,Office LED 9: Other: 1 16 50 800 3 -Showroom (Retaill LED 10: Other: 1 16 200 3200 4-Warehous w/ min 70daylightina LED 11: Other: 1 12 200 2400 LED 12: Other: 1 8 36 288 LED 13: Other: 1 2 23 46 LED 14: Other: 1 2 22 44 Total Proposed Watts = 8778 Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 4 of 20 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COM�Z rsion 4.0.2�.9 d to comply with the mandatory requirements listed in the Inspection Checklist. '0.44 ' MeZ 14 fkrs I �L pct tet, 1z-5- /6 Date Project Title: Lakemont Landing Lot 6 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Report date: 05124/16 Page 5 of 20 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC Lakemont Landing Lot 6 New Construction 2 (Light industrial area with limited nighttime use) Owner/Agent: Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com B Quantity Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Parking area 5 ft2 0.06 Yes 0 Total Tradable Watts (a) = 0 Total Allowed Watts = 0 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Parking area (55f 2): Tradable Wattage LED 1: Other: Exterior Lighting Compliance Statement B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 5 26 130 Total Tradable Proposed Watts = 130 Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 6 of 20 T ' • •T=1- iiiiil Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 2012 IECC Lakemont Landing Lot 6 Wheat Ridge, Colorado 5b New Construction Owner/Agent: Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmail.com Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmaii.com Additional Efficiency Package Reduced interior fighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 62 kBtu/h Proposed Efficiency = 92.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Field -Assembled DX System, Capacity = 24 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: None No minimum efficiency requirement applies Fan System: None HVAC System 2 (Single Zone): Heating: 3 each - Radiant Heater, Gas, Capacity = 75 kBtu/h No minimum efficiency requirement applies Fan System: None HVAC System 7 (Single Zone): Heating: 1 each - Radiant Heater, Gas, Capacity = 50 kBtu/h No minimum efficiency requirement applies Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMchec ers'on 4.0.2.9 agO to comply with the mandatory requirements listed in the Inspection Checklist. Al - E 14:�- A�' A01 4,ow- �461 J"Aff�-- ". — /Z Fame it a Si natureV W Date f Project Title: Lakemont Landing Lot 6 'L port date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2. Page 7 of 20 COMcheck Software Version 4.0.2.9 Inspection Checklist Energy Code: 2012 IECC Requirements: 98.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Section Req.1111) i a i lies? C103.2 Plans and/or specifications provide all omplies [PR1)1 information with which compliance Does Not can be determined for the building ®Not Observable envelope and document where Q'Not Applicable exceptions to the standard are C103.2 claimed. Plans, omplies [PR2]1 specifications, and/or calculations provide all information ®Does Not with which compliance can be ONot Observable determined for the mechanical E]Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/orompliC es [PR4]1 calculations provide all information E]Does Not with which compliance can be ®Not Observable determined for the interior lighting ®Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C103.2 Plans, specifications, and/or omplies [PR8]1 calculations provide all information ®Does Not with which compliance can be Not Observable determined for the exterior lighting and electrical systems and equipment []Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or DComplies [PR9]1 calculations provide all information ®Does Not with which compliance can be Not Observable determined for the additional energy N Applicable efficiency package options. C402.3.1 The vertical fenestration area <= 30 omplies [PR10]1 percent of the gross above -grade wall Does Not area. ❑Not Observable []Not Applicable Comments/Assumptions Requirement will be met. Requirement will be met. Requirement will be met. Requirement will be met. Requirement will be met. Requirement will be met. `� 1 High Impact..{Tier 1� 2®. Medium Impact {Tier 2) 3 ,Low Impact{Tier 3) Project Title: Lakemont Landing Lott Report date: 05/24/16 Data filename: II Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 8 of 20 C402.3.1 The skylight area <= 3 percent of the WComplies Requitement will be met. [PR11]1 gross roof area. ❑Does Not E]Not Observable ❑Not Applicable C402.3.2 [PR14]1 C402.3.2 2 [PR15]1 In enclosed spaces > 10,000 f:2 OComplies Exception: Requirement does not apply. directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑No -Observable lobby, atrium, concourse, corridor, storage, gymnasium/exercise center, Sigof Applicable convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. Skylights in office, storage, ❑Complies automotive service, manufacturing, ❑Does Not non -refrigerated warehouse, retail ®N Observable store, and distribution/sorting area have a measured haze value > 90 of Applicable percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: V, Exception: Requirement does not apply. M 1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 9 of 20 nnil :& F' in I Foundation I` inn Complies? Comments/Assumptions t D R ID C402.26 Slab edge insulation R -value. omplies See tlfe Envelope Assemblies table for values. [F03]2 ®Does Not E]Not Observable QNo Applicable C303.2; Slab edge insulation installed per 1vomplies Requirement will be met. [F04]2 manufacturer's instructions. ClDoes Not ONot Observable ON Applicable C402.2.6 Slab edge insulation depth/length. omplies See the Envelope Assemblies table for values. [FOS]2 Slab insulation extending away from ®Does Not building is covered by pavement or ®Not Observable i >= 10 inches of soil. EINOt Applicable C403.2.8. Exterior insulation protected against omplies Requirement will be met. 1 damage, sunlight, moisture, wind, [IDoes Not [F06]1 landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable C403.2.4. Freeze protection and snow/ice DComplies Exception: Requirement does not apply. 5< - melting system sensors for future ❑Does Not [FO9]3`, connection to controls. FINIPt Observable of Applicable C402.2.8 __ Bottom surface of floor structures [omplies Exception: Requirement does not apply. (F012]3 incorporating radiant heating []Does Not insulated to >=R-3.5. N t Observable See the Envelope Assemblies table for values. of Applicable Additional Comments/Assumptions: 1 ,High Impact (Tier 1) 2 IMedium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 10 of 20 L A 1 High Impact (Tier 1) ___11:2 !. Medium Impact (Tier 2) 3 Low Impact (Tier 3) i Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 11 of 20 ion IF i # Rough -fns i Co ies2 Co els / ss io e i C402.4.1, The building envelope contains a omplies Req � ment will be met. C402.4.2 continuous air barrier that is sealed in Does Not [FR16]1 art approved manner and either ®Not Observable constructed or tested in an approved ❑Not Applicable manner. Air barrier penetrations are sealed in an approved manner. C402.4.3, Factory -built fenestration and doors omplies Requirement will be met. C402.4.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable - ❑N t Applicable C402.4.7 Vestibules are installed on all building iWomplies Requirement will be met. [FR17]3; entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U -Factor. omplies See the Envelope Assemblies table for values. C402.3.4 ❑Does Not [FR8]1 ❑Not Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. complies See the Envelope Assemblies table for values. i [FR10]' Does Not ❑Not Observable --qKo-mpliesExceiltion, 0N9t Applicable C303.1.3 Fenestration products rated in Default values are used. [FR12]2 accordance with NFRC. ❑Does Not ,- ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies Requi ment will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑ of Observable %19ot Applicable C402,2,7 `' U -factor of opaque doors associated omplies See th nvelope Assemblies table for values. [FR14]2 with the building thermal envelope Does Not meets requirements. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: L A 1 High Impact (Tier 1) ___11:2 !. Medium Impact (Tier 2) 3 Low Impact (Tier 3) i Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 11 of 20 C403.23 HVAC equipment efficiency verified. Complies [ME55]2 slab, verification may need to occur Does Not during Foundation Inspection. []Not Observable of Applicable HVAC piping insulation thickness. []Not Applicable C402.4.5. Stair and elevator shaft vents have OComplies 1- motorized dampers that automatically ®Does Not [ME3]3 close. ®Not Observable of Applicable C402.4.5. Outdoor air and exhaust systems have datomplies 2 motorized dampers that automatically []Does Not [ME58]3 shut when not in use and meet []NOt Observable maximum leakage rates. Check E]Not Applicable gravity dampers where allowed. C403.2.5. Demand control ventilation provided complies 1 for spaces >500 sq.ft. and >25 ®Does Not [ME59]1 people/1000 sq.ft. occupant density [-,N Observable and served by systems with air side economizer, auto modulating outside 41,1410t Applicable air damper control, or design airflow >3,000 cfm. _ C403.23 HVAC ducts and plenums iisulated. complies (ME60]2 Where ducts or plenums e installed []Does Not in or under a slab, verification may Observable need to occur duringToGndation rot -Applicable Inspection. C403.2.8 HVAC piping insulation thickness. 't omplies [ME61]2 Where piping is installed in or under Does Not slab, verification may need to occur" Observable during Foundation Inspection. Rot Applicable See the.Mechanical Systems list for values. Exception: Requirement does not apply. Requirement will be met. sA Exception: Requirement does not apply. Exception: Requirement does not apply. 0 Requirement will be met. HVAC piping insulation thickness. [Complies Requirement will be met. Where piping is installed in or under a ®Does Not slab, verification may need to occur [] t Observable during Foundation Inspection. of Applicable HVAC piping insulation thickness. DComplies Requirement will be met. Where piping is installed in or under a ❑Does Not slab, verification may need to occur ❑Not Observable during Foundation Inspection. of Applicable C403.2.8. Piping Insulation exposed to weather UComplies 1 is protected from damage (due to sun, []Does Not [ME7]3 moisture, wind, etc.). [] Observable of Applicable C403.2.8 Thermally ineffective panel surfaces of complies [ME41]3 sensible heating panels have []Does Not insulation >= R-3.5. ®N Observable of Applicable C403.3.1. Total cooling capacity without omplies a economizers must be less than Does Not [NA]0 %varMaxKBtuPerH%. []Not Observable EINot Applicable C403.27 " Ducts and plenums sealed based on omplies [ME10]2 static pressure and location. Noes Not []Not Observable []Not Applicable Requirement will be met. f` Exception: Requirement does not apply. Requirement will be met. h 1 Hig ct (Tier 1) 2<Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 12 of 20 0 n] t 1 High Impact (Tier lj 2' Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 13 of 20 Ion ; #MechanicalRough-in inspection Complies? Comments/Assumptions e_ ®i C403.2.7. ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Dos Not [MEll]3 ❑ t Observable Not Applicable C403.2.7. ; Ductwork operating >3 in. water ❑Complies Exce ion: Requirement does not apply. 1.3 column requires air leakage testing. es Not ❑i0Not [MEll]3 f Observablee Applicable C403.2.7. Ductwork operating >3 in. water ❑Complies Exce ion: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [MEll]3 ❑ t Observable � of Applicable C408.2.2. 'Air outlets and zone terminal devices omplies Requirement will be met. 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.4.2 ; VAV fan motors >=7.5 hp to be driven ❑Complies Exception: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or [-]Not Observable have controls to limit fan motor demand. Chot Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ❑Complies Exce ion: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or ❑ t Observable have controls to limit fan motor demand. JVNot Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ❑Complies Exception: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, orVNot f Observable have controls to limit fan motor demand. Applicable C403.2.6 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable Not Applicable C403.2.11 Unenclosed spaces that are heated ❑Complies Exc ion: Requirement does not apply. [ME71]2 use only radiant heat. ®Does Not Observable Mot Applicable Additional Comments/Assumptions: 0 n] t 1 High Impact (Tier lj 2' Medium Impact (Tier 2) Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 13 of 20 inn Rough -in i is f n' i Co iii a Comments/Assumptions Req.1115 C405.22. Automatic controls to shut off all 49complies Requirement will be met. 1 building lighting installed in all QDoes Not [EL22]2 buildings. []Not Observable ❑Not, Applicable C405.21. Independent lighting controls installed JWomplies Requirement will be met. 1 per approved lighting plans and all QDoes Not [EL23]2 manual controls readily accessible and QNot Observable visible to occupants. QNot Applicable C405.2.1. Lighting controls installed to uniformly omplies Requirement will be met. 2 reduce the lighting load by at least []Does Not [EL15]1 50%. QNot Observable QNot Applicable C405.22. Daylight zones provided with []Complies �Exce ion: Requirement does not apply. 3 individual controls that control the []Does Not [EL16]2 lights independent of general area QN Observable lighting. of Applicable C405.2.3 Sleeping units have at least one []Complies Exception: Requirement does not apply. [EL17]3 master switch at the main entry door []Does Not that controls wired luminaires and FIN Observable switched receptacles. t Applicable _ ---- C405.2.2. Occupancy sensors installed in omplies Requirement will be met. 2 required spaces. Does Not [EL1$]1 QNot Observable i []Not Applicable C405.2.2. Primary sidelighted areas are []�Complies Exception: Requirement does not apply. 3 equipped with required lighting Q Does Not [EL20]1 controls. ® t Observable of Applicable C405.2.2. Enclosed spaces with daylight area []Complies Exception: Requirement does not apply. 3 under skylights and rooftop monitors []Does Not [EL21]1 are equipped with required lighting Observable controls. Applicable iot C405.24 `Automatic lighting controls for exteriormplies Requirement will be met. [EL25]2i lighting installed. []Does Not []Not Observable []Not Applicable or C405.2.3 Separate lighting control devices forKoes omplies Requirement will be met. [EL4]1 specific uses installed per approved Not lighting plans. []Not Observable ❑Nat Applicable C405.3 Fluorescent luminaires with odd �QComplies Exception: Requirement does not apply. [EL19]3 numbered lamp configurations that []Does Not are within 10 feet center to center {if Q of Observable j recess mounted) or are within 1 foot edge to edge (if pendant or surface of Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per omplies Requirement will be met. [EL6]1 face. []Does Not []Not Observable []Not Applicable 1 !Hig Impact mpact (Tier 1) M dium Impact {Tier 2} 3 Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 14 of 20 Additional Comments/Assumptions: 19 e M 19, 1 E High Impact {Tier 1) Medium Impact (Tier 2F 1 3 Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 15 of 20 �Section o h -In Electrical Inspection CompliesL? Comments/Assumptions Re .I C405.6 _ Exterior grounds lighting over 100 W ❑Complies Requitement will be met. [EL2411 provides >60 im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ❑N observable of code or from external LPD. of Applicable r C405.2.3 Additional interior lighting power Complies Requirement will be met. [EL811 allowed for special functions per the Nat approved lighting plans and isautomatically i[:]DoeC t bservable controlled and separated from general lighting. f Applicable Additional Comments/Assumptions: 19 e M 19, 1 E High Impact {Tier 1) Medium Impact (Tier 2F 1 3 Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 15 of 20 Slora I Insulation less i o plies? C n / ' see io C402.4.1. All sources of air leakage in theomplies Requirement will be met. 1 building thermal envelope are sealed, Does Not �[IN1]1 caulked, gasketed, weather stripped ®Not Observable or rapped with moisture vapor, iINot permeable wrapping material to pplicable minimize air leakage. C402.4.2. Roof R-value. For some ceiling omplies See the Envelope Assemblies table for values. 1 systems, verification may need to ElDoes Not [IN2]1 occur during Framing Inspection. ]Not Observable y [IN Applicable _ C303.2 Roof insulation installed peromplies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or Does Not poured loose-fill insulation is installed ❑Not Observable only where the roof slope is <=3 in 0 t Applicable 12 C303.2 Above-grade wall insulation installed omplies Requirement will be met. j[IN7]1 per manufacturer's instructions. Does Not phot Observable ❑Not Applicable C402.2.5 Floor insulation R-value.omplies See the Envelope Assemblies table for values. [IN8]2 ODoes Not []Not Observable � T t Applicable C303.1 Building envelope insulation is labeled omplies Requirement will be met. [IN10]2 with R-value or insulation certificate providing R-value and other relevant Does NotI ' data. i QNot Observable ___JFI,N6t Applicable C303.21 Exterior insulation is protected from omplies Requirement will be met. [IN14]2 damage with a protective material. ®Does Not Verification for exposed foundation ❑Not Observable insulation may need to occur during FIN Applicable Foundation Inspection. C402.2.1 Insulation intended to meet the roof omplies Requirement will be met. [IN17]3 insulation requirements cannot be Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement ®Not Applicable compliant if insulation is installed accordingly. Additional Comments/Assumptions: High Impact (Tier 1) 2 '?Medium Impact {Tier 2)_ 3 Low Impact (Tier 3) � Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 16 of 20 iiectlon , Final Inspection Complies? Comments/Assumptions Req.111) C402.4.6 Weatherseals installed on all loading ❑Complies _ Exception: Requirement does not apply. [F137]1 dock cargo doors. ❑Does Not ❑n of Observable of Applicable I C403.2.4. Heating and cooling to each zone is ❑Complies Exc tion: Perimeter systems with one control for each 1 controlled by a thermostat control. ❑Does Not exposure and with the thermostat located within the zones [F147]3 Minimum one humidity control device ON& Observable served. per installed humidification/dehumidification of Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Exception: Perimeter systems with one control for each 1 ' controlled by a thermostat control. ❑Does Not exposure and with the thermostat located within the zones [F147]3 Minimum one humidity control device ❑N Observable served. per installed humidification/dehumidification Wot Applicable system. C403.2.4. Heating and cooling to each zone is ❑Complies Exception: Perimeter systems with one control for each 1 controlled by a thermostat control. ❑Does Not exposure and with the thermostat located within the zones [FI47]3 Minimum one humidity control device ❑ Observable served. per installed humidification/dehumidification Vlot Applicable system. _ C403.2.4. ;Thermostatic controls have a 5°F Complies Requirement will be met. 2 � deadband. ❑Does Not [FI38]3 ❑Not Observable j ❑Not Applicable C403.2.4. 2 Temperature controls have setpointomplies overlap restrictions. Does Nat Requirement will be met. [F120]3 ❑Nat Observable i ❑N t Applicable C403.2.4. Each zone equipped with setback omplies Requirement will be met. 3 controls using automatic time clock or.,❑Does Not [FI39]3 programmable control system. ❑Nat Observable ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F omplies Requirement will be met. 3 (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not [F140]3 hour occupant override, 10 -hour ❑Not Observable backup ❑ of Applicable C408.2.5. Furnished HVAC as -built drawings Complies a ment will be met. 1 submitted within 90 days of system Does Not P [FI7]3 acceptance. ❑Not Observable C C�4 ❑Not Applicable ` ` Furnished O&M manuals for HVAC omplies Requirement will be met. C408.2.5. systems within 90 days of system ❑Does Not //'C303.3, ' 3 '' [FI8]3 acceptance. ❑Not Observable ❑Not Applicable 408.2.5. An air and/or hydronic system Complies Requirement will be met. 3 balancing report is provided for HVAC ❑Does Not [FI43]1 systems. ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been Complies Requirement will be met. 2 tested to ensure proper operation, Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) Medium Impact (Tier 2) j 3 Low Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 17 of 20 C402.4.8 Recessed luminaires in thermal LComplies Exception: Requirement does not apply. [F[26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between QNot Observable interior finish and luminaire housing. otApplicable C403.2.2 ` HVAC systems and equipment omplies Requirement will be met. [F127]3 capacity does not exceed calculated Does Not loads. QNot Observable ❑N t Applicable C408.2.5. Furnished as -built drawings for Womplies Requirement will be met. 1 electric power systems within 30 days" ]Does Not [FI16]3 of system acceptance. QNot Observable ❑Not Applicable C303.3, Furnished O&M instructions for Atomplies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated [:]Not Observable [FI17]3 `- representative. ❑Not Applicable C405.5.2 Interior installed lamp and fixture omplies See the7nterior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. _ C405.6.2 Exterior lighting power is consistent omplies See the Interior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved Does Not 4- lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal []Not Applicable C408.2.1 to allowed watts. Commissioning developed by Womplies Requirement will be met. plan 1 [F128]1 registered design professional or ❑Does Not approved agency. QNot Observable ❑Not Applicable C408.2.4 Preliminary commissioning report 19omplies Requirement will be met.. [FI29]1 completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. QNot Applicable C40 2 Final commissioning report due to omplies VIRequirement will be met. 4 building owner within 90 days of ❑Does Not r [F130]1 receipt of certificate of occupancy. ❑Not Observable ;R ®Not Applicable C408.2.3. HVAC equipment has been tested to omplies Requirement will be met. 1 ensure proper operation. Does Not [FI31]1 QNot Observable []Not Applicable C408.3 Lighting systems have been tested to omplies Requirement will be met. [F133]1 ensure proper calibration, adjustment, ElDoes Not programming, and operation. QNot Observable ❑Not Applicable C408.3 Lighting systems have been tested to omplies Requirement will be met. [F148]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. QNot Observable QNot Applicable 1 !High Impact (Tier 1) 2i'' Medium Impact (Tier 2)� 3 Low Impact {Tier 3) J Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 18 of 20 Section # Final Inspection ColrnplleS7 Comments/Assumptions A& "e, I D C406 Efficient HVAC performance, efficient 0 mplies Requirement will be met. [F134]1 lighting system, or on-site supply of IDoes Not renewable energy consistent with nNot Observable what is shown the approved plans. E]Not Applicable Additional Comments/Assumptions: 1 ;High Impact (Tier 1} 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)_J Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakemont Building\11937 1-70 Frontage Road North 2.cck Page 19 of 20 B & B Balancing • CERTIFIED AIR TEST, ADJUST AND BALANCE REPORT DECEMBER 2, 2016 Project: LAKEMONT LOT 6, BLK I Address: 1 1 937 1-70 Frontage Rd N, Wheat Ridge, CO, 80033 General Contractor: Gilligan Commercial Contracting Mechanical Contractor: Clear Creek Mechanical, Inc. Mechanical Engineer: Keenan Consulting Group Prepared By: B & B BALANCING CO. 14782 VINE STREET THORNTON, CO 80602 PHONE: 303-472-1892 NEBB Certification # 3255 PROJECT: LAKEMONT LOT 6, BLK Certification 119371-70 FRONTAGE ROAD NORTH WHEAT RIDGE, CO 80033 THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED THROUGHOUT THE REPORT. SUBMITTED & CERTIFIED BY: NEBB TAB FIRM: B & B BALANCING CO.((LAMRAlY a aARnEy (7 14782 VINE STREET€° Ewaav THORNTON, CO 80602 PHONE: 303-472-1892 CERTIFIED PROFESSIONAL: LARRY G. BARTLEY REG. NO. 3255 SIGNATURE: DATE: DECEMBER 2, 2016 N R A - - 1B B & B Balancing Co. Certified Test, Adjust and Balance Report 4j11 December 2, 2016 Project: Lakemont Lot 6, Blk I Address: 119371-70 Frontage Road North Wheat Ridge, CO 80033 Instruments Used: Alnor EBT -721 Capture Hood w/Digital Manometer, Velocity Matrix, Airfoil, and Humidity & Temperature Probes Serial # 90801001; Certification Date: 2/24/2016 Fluke 337 Digital Clamp Meter Serial # 11450052; Certification Date: 3/04/2016 Omega HHTI 3 Pocket Laser Photo Digital Tachometer Serial # 1822060; Certification Date: 3/03/2016 vra007011= lop 9 10 •A 0 10 •a 10 AMPS Amperes AHU Air Handling Unit BAS Building Automation System BUT British Thermal Unit CFM Cubic Feet per Minutes CHWP Chilled Water Pump CHWR Chilled Water Return CHWS Chilled Water Supply CV Constant Volume DAT Discharge Air Temperature DB Dry Bulb or Dead Band DP Differential Pressure EF Exhaust Fan ERV Energy Recovery Ventilator EXIST. (E) Existing F Fahrenheit FCU Fan Coil Unit FD Fire Damper FLA Full Load Amps FPM Feet per Minute GPM Gallons per Minute HOA Hand Off Auto HRV Heat Recovery Ventilator HWP Hot Water Pump HWR Hot Water Return HWS Hot Water Suppler HX Heat Exchanger HZ Hertz B ♦ B Balancing Abbreviations in. WC Inches of Water Column LAT Leaving Air Temperature MA Mixed Air MAT Mixed Air Temperature MAU Make-up Air Unit OA Outside Air OAT Outside Air Temperature PD Pressure Drop PH Phase PTAC Portable Terminal Air Conditioner RAT Return Air Temperature RF Return Fan RH Relative Humidity RPM Revolutions per Minute RTU Roof Top Unit SA Supply Air SAT Supply Air Temperature SD Smoke Damper SP Static Pressure or Set Point SSC Variable Speed Controller VAV Variable Air Volume VFD Variable Frequency Drive VSD Variable Speed Drive VVT Variable Volume/Temperature W Watt WB Wet Bulb ZD Zone Damper Prepared By: B & B BALANCING CO. 14782 VINE STREET THORNTON, CO 80602 PHONE: 303-472-1892 Air Handling Unit PROJECT: Lakemont Lot 6 DATE: 12!212016 LOCATION: Wheat Ridge, CO CONTACT: Eric Bowhay PROJECT #: AUTHOR: SYSTEM/UNIT: F-01 Log: Tested By: Connor Anley Date: 12/1/2016 Motor Manufacturer Motor Frame Motor HP 'X1nit rata - Unit Manufacturer York Unit Model Number TM9Y080B12MP11A Unit Serial Number W1 L6048682 Unit Discharge Vertical / Down Filter Quantity 1 Filter Size 16x24xl Log: Tested By: Connor Anley Date: 12/1/2016 Motor Manufacturer Motor Frame Motor HP Test'Daia Total CFM Design 1250 CFM Total CFM Actual 1281 CFM OA CFM Design CFM OA CFM Actual 144 CFM RA CFM Design CFM RA CFM Actual 1137 CFM F-01/Supply Fan % Fan RPM Design RPM Fan RPM Actual RPM Motor Volts 1 124 Volts Motor Amps 1 5.4 Amps Motor Amps 2 Amps Motor Amps 3 Amps Log: Tested By: Connor Anley Date: 12/1/2016 Motor Manufacturer Motor Frame Motor HP 1 HP Motor RPM RPM Motor Rated Volts 115 Volts Motor Phase 1 Motor FL Amps 15 Amps Motor Service Factor in. we Motor Sheave Make Motor Sheave Model Fan Sheave Make Fan Sheave Model Number of Belts Belt Size Sheave Center Line in. Fan SP In 0.38 in. we Extemal S.P. In Actual 0.01 in. we External S.P. Out Actual 0.15 in. we. Total SP 0.53 in. we Fin. Filter Differential SP 0.31 in. we Ht. Coil Differential SP in. we Clg. Coil Diferential SP in. we OA Damper Pos % RA Damper Pos % F-01/Supply Fan 12/1/2016 Connor Anley Direct drive five speed motor. High cooling set to high speed, high heating set to medium high speed, low cooling set to medium speed, low heating set to medium low speed. F-01 Supply Outlet Summary 03 B & B Balancing, Co. Page 1 of 1 Air Handling Units Fan Unit PROJECT: Lakemont Lot 6 LOCATION: Wheat Ridge, CO PROJECT #: SYSTEM/UNIT: EF -01 Fan Manufacturer Greenheck Fan Model Number SP-A410C Fan Serial Number 14645366 16F EF -01 Exhaust Inlet Summary DATE: 12/2/2016 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 12/1/2016 Motor Rated Volts ost Data' Motor Vofts 1 122 Volts Motor Amps 1 1.4 Amps Total CFM Design 300 CFM Total CFM Actual 316 CFM SP Out Actual in. we Fan RPM Design RPM Fan RPM Actual RPM SP In Actual in. we Motor Amps 2 Amps Motor Amps 3 Amps EF -01 Exhaust Inlet Summary DATE: 12/2/2016 CONTACT: Eric Bowhay AUTHOR: Tested By: Connor Anley Date: 12/1/2016 Motor Rated Volts 115 Volts Motor FL Amps 1.7 Amps Motor Phase 1 Motor RPM 1100 RPM Motor HP 1/19 HP Motor Manufacturer McMillan Motor Frame 82 Motor Service Factor ER -1 Systemlt]nr ," Inlet -01 : ;f)uU�fi"Type" ;: ER -1 "Sze L>EW /,Q" ° r Rrelihti �lev tion " 12x12 99 WFifiAd C atlon 105 Design CtaatlIh 75 F!relim LWOr 74 Final `Raadin 79 Inlet -02 ER -1 12x12 125 109 75 94 82 Inlet -03 ER -1 12x12 128 107 75 96 80 Inlet -04 ER -1 12x12 88 100 75 66 75 -TOW `" T110 . "; 105 3Q0 330` 316 " B & B Balancing, Co. Page 1 of 1 Fan Units GILLIGAN FAMILY LTD. LAK EMONT FIRST FLOOR/MEZZANINE PLAN 11937 1-70 FRONTAGE RD. N. PARTNERSHIP 4374 E. PHILLIPS PLACE LOT 6, BLK 1 WHEATRIDGE, COLO. CENTENNW, CO. 80122 IT imilph'Am A IN R, al I ul Ian i I fig' poR IN Vi Pill A tgk 41i J� Lai Ili sI gig 91 was A p.! J!11? i4ep pup mg, juxam? sy"Sp ;gmij, 1021 HPITIF PUNPI! nf, oc- lll!;p i1iclsl if "M UN rN I I lls Is 1: 'is Is" 61 8 P - 14) R I iln! go Hill-, If �A --, Apip! mgr- �Jpp !;'jj?jgp Rp iuk, §1 Nji j; 4 ME' - ---- ------ &ij - ------- FIRST FLOOR/MEZZANINE PLAN GILLIGAN FAMILY LTD. LAK EMONT (D r PARTNERSHIP 11937 1-70 FRONTAGE RD. N_l 4374 E. PHILLIPS PIACE OT 6, BILK 1 WHEATRIDGE, COLO. i CENTENNIAL, CO. 80122 m < n T > 171 2? z z F_ 14) R I iln! go Hill-, If �A --, Apip! mgr- �Jpp !;'jj?jgp Rp iuk, §1 Nji j; 4 ME' - ---- ------ &ij - ------- FIRST FLOOR/MEZZANINE PLAN GILLIGAN FAMILY LTD. LAK EMONT (D r PARTNERSHIP 11937 1-70 FRONTAGE RD. N_l 4374 E. PHILLIPS PIACE OT 6, BILK 1 WHEATRIDGE, COLO. i CENTENNIAL, CO. 80122 ®, ®® CITY OF WHEAT RIDGE Building Inspection Division / ® (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , W L Job Address: 1 lg37 WT_ _ _7Q F'(O Permit Number: CPO/ (.--, ® 0 3 #:�4 P �D k: - v e G Rjro- �!k, -1r, T U_ s ❑ No one available for inspection: Time -3 "30 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 ® A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line {303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:=' - f Job Address: 1,1537 - F Permit Number: 2 61 I n r-ri-"nom i 4 ❑ No one available for inspection: Time AM/PILI Re -Inspection required: /Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Dater Inspector: ' °,{ DO NOT REMOVE THIS NOTICE 1* � A i CITY OF WHEAT RIDGE _:�9rIN V, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L IZ= Job Address: 1 `� 3 W 7 0 �o � ck d N. Permit Number: ❑ No one available for inspection: Time I d,) PM Re -Inspection required: Yes No When corrections have been made, calf r re -inspection at 303-234-5933 Date: l Inspec DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��- I Job Address: 3` 1193-7 L,) _-_79 r W N Permit Number: 7 o f& 0,0 603 3 LL 1C1r�7,1c_ �041 L l Cl�l a l��✓r^q ( Gn L (, ✓ ,iN�_ 116 G AM Eln: No one available for inspectioTime ? /PM Re -Inspection required: Yes C No) *When corrections have been made call for re-inspec 'on at 303-234-5933 Date: � Z i Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division r AAW (303) 234-5933 Inspection line zopp, (303) 235-2855 Office - (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: M El No one available for inspection: Time-22 LII -5- &PM Re -inspection required: *When corrections have been mad—e call for rejaj=fic Inspector, DO NOT REMOVE THIS NOTICE I A e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I n1 1z ! Job Address: 12 y,f 0 n Permit Number: o.1 � () /'t In 3 -2 A) r- to SPp c -/, C' k.' (^n ri 0Vr- I P/%• El No one available for inspection: Time � y/rA /PM Re -Inspection required: Yom= No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 �' I + I b Inspector:X.,h /i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C, n U W Job Address: I O f a �� Permit Number: ,-,� O 16, O O L_> ❑ No one available for inspection: Time I D . S7 M Re -Inspection required: Yes( 2No When corrections have been made, call for re -inspection at 303-234-5933 Date: / I Inspect DO NOT REMOVE THIS NOTICE N*"i CITY OF WHEAT RIDGE V, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: G A 5 Job Address: ) ) 9 3 `7 bU t'- 7 O Permit Number: __-D O / 6 04 G 3 ❑ No one available for inspection: Time , 7 /PM Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 Date:) 0/ L Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ��9r(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F (Z 1 1 yi t'2 r �'_ I r E l2 I Job Address: 11937 P 1 -!o FK e b M Permit Number: Zo/ 006 33 ivUfC AC0W ?/ v( %ia- � c C4 4 n/o e = Lei v < t ( -to I F >L Fj 'I-) A S fv c %15" Ile-, ?P✓' l,rr!P ,eqt&-,-i /1--S ❑ No one available for inspection: Time AM r A�, Re -Inspection required: Yes Co *When corrections have been made, caH for re -inspection at 303-234-5933 i Date: 1 I �f_/ Inspector: DO NOT REMOVE THIS NOTICE �r A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: u R T L S� Job Address: I ? 37 '^1- o Permit Number: 7 / o c 3 �o ten, -7e I�v1, �C c 1� i ✓� S D n ❑ No one available for inspection: Time � & M/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 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /A/ S , DW S Job Address: r / 1 37 W. ;-'-7-P Permit Number: 2 0 1 rr DO -33 O No one available for inspection: Time I -oG 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 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: IVS W Job Address: iI ct 5(?0 w+ D tJ Permit Number: G / (7 0 (- Z Pit bwS -- y P toe - 1-1-1 9, o W ,/ ia�i u I�-r C- ►� ��� ❑ No one available for inspection: Time Re -Inspection required:/ Ye No *When corrections have been made, call for re -inspection at 303-234-5933 Date: - /Y Inspector: DO NOT REMOV THIS NOTICE i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 L 5 i i Vi 5 Job Address: II e) 3-7 W. 1 -70�,�• e,>. N. Permit Number: 20/ ` 006 3-? r� I I)�/testi I - �P� : n �1.�i✓PCS n, ❑ No one available for inspection: Time % `� 5 ANYPM Re -Inspection required: Yes N *When corrections have been made, call for re -inspection at 303-234-5933 Date: lb' 2 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION/ NOTICE Inspection Type: 5 1 Irri S A/ Job Address: t 1 q I FR o ,J -t 0, Q IV Permit Number: a. G/ L b n r^ 3 3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: t` b y ! 6 Inspector: i DO NOT REMOVE � NOTICE i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / NS Job Address: 1137 Permit Number: o /F 0 b 33 ❑ No one available for inspection: Time 2 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Z417 Inspector: DO NOT REMOV IS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E, k' 1 1) i_� S it ,-' Job Address: //937 W. l -76 fZ. 1?D. N. Permit Number: 2 O%G 06 6 3 3 Litc , � C_" ) -� : Pi�o , 1"J'o j 2 c,-l�. �_�- L �s 0, 1tiPP ���� ; ► r F f7 u� Ie ❑ No one available for inspection: Time Z " /' AMIPM 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 U A i CITY OF WHEAT RIDGE V�(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R.-� Job Address: 119 T- FA) o Q�. Permit Number: ! b O C7�3� u ❑ No one available for inspection: Time ! i i /PM Re -Inspection required: Yes No *When corrections have been mad I/ for re -inspection at 303-234-5933 Date) Inspect / DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE V ��9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ni L-5 - RJ A) Job Address: 't c. Permit Number: 'ac>/ 6 0coG3_"R 15C' r ❑ No one available for inspection: Time ' jC AM/PM Re -Inspection required: ( %, *When corrections have been made, call for re -inspection at 303-234-5933 �i���Date: 1 Inspect ✓ 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: W (� Job Address: I I % 3-7 W • I-- 70 F9, t? b. IV Permit Number: 20 006 3 -7 Q in 5 12elc f' c) S 4, ►r P� i cis A ' 1 5 t r� P Y10 c� P ElNo one available for inspection: Timet ' 70 AM/PM Re -Inspection required: Yes No _ When corrections have be n made, call for re -inspection at 303-234-5933 Date: � (� �'� Inspector: r2 zi�/, DO NOT REMOVE THIS NOTICE Ex� \�� &��� ) � k[ \` 71MMV Steel Building I I I 1� 1111 1 FIRM III JI�JpII�11�1�1:g 111111 1111111 IIJI�111��111 1:1 1111 1 I I UO 1. The steel door fiwning should be shored up with temporary supports during placement of concrete. Insert the anchors in the concrete, 2. The concrete stab will provide sufficient support for the door fimning members, which do not carry any major load from the rest of the structure. on, PE # 16918 I OFFICEFOR N � if �: - Wh6at - -,�Ldd el Building & Inspection Services Division o 7500 W.2e Ave., Wheat Ride, CO 8 033 Plan Review Office"303-235-2855 * 303-237-8929 Inspection Line. 303-234-5933 Building Permit Application Property Address- Alin Address: if different than property address) Address: "4V-5 ' Cit State, Zi ArchitectlEnginoor E-mail: Via. tt + » '.. t rpt ; t �, � � r ,. �� � �� � � � Contractors City License #-. Phone. f P Contractor E-mail Address: L n 1 ,.. Sub Contra+ tort I �. ^ r� Electrical: `� 'eA� 'O Plumbing: Mechanical: W.R. City Lice set 1hi k City License # W.R� City License #k Other City Licensed Sub: tither City Licensed Sub: City License # City License ## Complete all information sides oft this for RjSSr1gk jwork: (Check all that aPpl EW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, aged, deck, etc.) RESIDENTIAL ACCESSORY R STRUCTURE (Garage„ shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMtIARPLIAI CE REPAIR or REPLACMISNT ELECTRICAL SYSTEM/APPLIANCE REPAID or REPLACEMENT TR trlpgcrs`ht _ amount of materia Ito be used, n 11 Sq. FULF Btu's Galions, Amos Squares other IM MEMMIM Gilligan Homes M Proposed New Building 11937 W. 1-70 Frontage Rd North Tom and Kevin, A third review was performed regarding the response and re -submittals to review comments for the drawing submi ttals for the proposed building project at 11937 W, 1-70 Frontage Road North. The drawing submittals will be approved with the following conditions to be verified in the field during inspections: I . Drinking Fountains to be installed with proper code compliance as per 2012 IBC section 1109.5 and ICC Al IT 1 — 2009 section 602, and any and all other applicable adopted codes. 2. Water Heater installation shall comply with all applicable sections of the 2012 IMC and 2012 lFGC and any and all applicable adopted codes. 3. Soffit installation shall comply with all applicable sections of the 2012 IBC. 4. Bathroom accessibility compliance required per ICC A 117.1 - 2009, including, but not limited to grab bar compliance as per section 604. 5. All building and site elements to be constructed in compliance with any and all applicable codes and ordinances as adopted by the City of Wheat Ridge, Any omissions or errors on the approved drawings do not relieve the builder of the responsibility to construct the project in accordance and in compliance with all applicable codes and ordinances as adopted by the City of Wheat Ridge. Thank you, Brad Umbarger Wheat Ridge Building Division Lurnbamer a)ci wbeatrid �,exo�.us 303-235-2882 IM MEMIMM Gilligan Homes M Proposed New Building 11937 W.1-7 Frontage Rd North Tom and Kevin, A second review was performed regarding tile response to review comments for the drawing submittals for the proposed building project at 11937 W. 1-70 Frontage Road North. In order to continue with the plan review of the project these remaining items will need to be addressed. 1. Drinking fountain detail still needed for accessibility requirements per ICC A117.1 7009 section 602 and 307. 2. Still need to provide detail drawing for water heater. 3. Provide detail drawing for accessibility compliance for break room per ICC A117.1 2009 section 804. 4. Still need to provide details for door closer for garage door and rating of door, sheet A 1.0. 5. Provide detail for soffit referenced on drawing M-1. 6. Need more inforniation on stair detail including width as required per IBC section 1009.4. To: Tom Jackson Jackson Engineering MMEMEMM Gilligan Homes Re: 11937 W.1-70 Frontage Rd North Tom and Kevin, An initial review was perfonned for the drawing submittals for the proposed building project at 11937W. 1-70 Frontage Road North. In order to continue with the plan review of the project, please provide responses for the following items: 1. Provide specific clarification for the types of materials to be stored or displayed in the S- 2 and M occupancy classification areas on drawing A-2. 2. Provide proper number of plumbing fixtures for both male and female facilities as per 2012I13 section 02.1. 3. Provide detail drawing for drinking fountains and bathrooms for accessibility compliance. 4. Provide proper floor drains as required, 5. Provide detail drawing for water beater. 6. Provide mechanical exhaust for shower area. 7. Provide detail drawing for accessibility compliance for break room. 8. Provide design professional stamp on landscaping drawings. 9. Provide detail on vestibule/vestibule doors dimensions and distances for accessibility requirement compliance sheet A IA 10. Provide shower detail drawing for accessibility compliance. 11. Provide dock door weather seals for garage doors as per energy code requirements C4014A 12. Provide 3 hr. fire barrier rating between Shop F- I occupancy and remainder as per IBC table 707.3.10. 13. Provide door and window schedule and details including safety glazing locations and fire rated door locations. 14. Provide dimension between exterior doors adjacent fire barrier sheet A I A 15. Provide details for door closer for garage door and rating of door in fire barrier sheet A 1.0. 16. Provide detail for load hearing fire barrier at mezzanine area. 17. Provide architectural detail drawings for soffits and wall types. 18. Provide stair detail for mezzanine. 19. Provide clarification for footings and stein wall details for proper denotation and placement sheet A2.0, A2.1. 20. Provide comer details for foundation rebar to bends, ties, and laps and rebar sizes sheet A 2.1. 2 1. Provide clarification for details for pedestal P-1, P-2, and P-3 drawings to provide rebar sizing and placement. 22. Provide structural detail for block walls including rebar and cavity fill. 23. Clarify dimensions on sheet A 3,0 and structural drawing submittals to verify dimensions are correct on both. 24. Clarify design for wind load on steel drawing to meet compliance with wind load desigm criteria. 25. Clarity seismic design criteria and design. 26. Clarify mezzanine live and dead load design. 27. Clarify design of roof drainage to show auxiliary drainage requirements per IBC see, 1503.4.1. 28. Provide Manual J and D for HVAC compliance verification. 29. Provide stamped drawings from design professional for landscape drawings. 30. Provide details on drawings showing thermal envelope compliance with COMcheck certification submittals for wall and ceiling construction and insulation types, 31. Provide proper denotation for Plumbing drawings currently shown, as mechanical drawings M-2 and M-3. 32. Floor plan layout needs to match on all drawings as shown on drawing A LO. 33. Provide detail on safety rails at mezzanine. 34. Project will need to be re -reviewed based on too many missing details. Please cloud revisions on revised plan submittals and submit responses under each one of our I Thanyou, Brad Umbarger Wheat Ridge Building Division bumbaraernaci.wheatridae.co.us 303-235-2882 Project lAle: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Docurnents\Lakemont Building\11937 1-70 Frontage Road North 25.cck Page 20 of 20 Rev, 02/2013 COMMERCIAL Building Permit — Plan Review Worksheet Submittal requirements: 1:1 Copy of Deed XSite Plan (to scale)-_lev tion Address: �3 Lot Sizer q. ft. _]� L_ Zoning: �,s w ,, Use: _ % Need other approvals? Property in the flood plain9 � � � � If yes, acid surveying condition F D, � � ;' A6 a2kvf Type of project (applicable survey conditions in parenthesis): 1 Accessory ISI', ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if w/in 'r of!tback or in floodplain (FND) if in f! d gat (I LD) I ewe Site plan based on suney/plat yes (FND) V yes INC` } Maximum Lit "overage: a s t sq; ft. Existing Improvements: , . AJ', r Proposed Improvements-. Building: .. sq. ft. New Structure: _rrsq. ft: Other. sq. ft. Addition. sq. ft Other. u q. ft. s:. Total Fxistiri; ` ` sq. ft Total Proposed sq•ft Lot "overage ��a�� <a � Lot Coverage a °.°'a Required Setbacks: FR d. _ S _ 3 .. S � "�� � Provided Setbacks:: FR . S _ _ S 13 _._ Commercial buildings may not be built in-line with existing nonconfortning structures: For additions or new construction, is the structure within 2 feet ofminimum setbacks` � m If'yes, add surveying condition FND./ Maximum Height: _ ft. Maximum Size: sq. ft. Proposed Height. ft. Proposed Size; ��" sq. ft. Larking Spaces Required.. Parking Spaces Provided: { Parking Mall Width: Parking Stall Length. Handicapped Parking Required: —_ � Handicapped Parking Provided: Parking; Lot Buffer Required. �� Parking Lot Duffer Provided.: Access Aisle Width Required: _ Access Aisle frith Provided: Drive Aisle Width Required: give Aisle Width Provided: Parkin Notes/Access Notes One interior landscaped parking island is required for every 30 parking spaces. • A driveway connection must he made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. • No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lefts. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on canter lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets moist be at least 50 feet, • In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width, for all uses, one access point per property is permitted. 7500 West 29th Avenue G�( of _"' Wheat Ridge, Colorado 80033 t I -k �iLtd 1 g c] 303.235.2846 Fax: 303.235.2857 I WHEREAS, an application for a Site Plan was submitted for the property located at 11937 West I- 70 Frontage Road North to allow the construction of a 2 -story, 13,129 square foot off ce/warchouse building referenced as Case No. WSP- 16-01 WHEREAS, City staff found basis for approval of the Site Plan, relying on criteria listed in Sections 26-111 of the Wheat Ridge, Code of Laws and on inforniation submitted in the case file-, and NOW THEREFORE, be it hereby resolved that a Site Plan to allow the construction of a 2 -story, 13,129 square foot of building on a property zoned Planned Industrial Development and located at 11937 West 1-70 Frontage Road North (Case No. WSP- 16-0 1) is granted base on the I"b1lowing findings of fact: SITE PLAN 1. A site plan was property applied for and is in substantial compliance of Section 26-111 of the City Code. 1' 4 _" Community Developinent Director V { yp 4Si yy. 6 Ci»u4)!T-zen'I jwr:-.-JLted in .'Made, area p�otjt :height and Clearance - Lanita ounWin cr Cooter i "ter Floor Space -1, C sc, e�x f-, r� ntain depth, f3it-in FounWn or Cooter 1, Materials stored in the Showroom and Warehouse are listed below. 2, ? Plumbing fixtures changed per code. Drawing reflects counts I Drinking fountain shown in showroom. Handicap detail on detail page. 4, Floor drains shown in all baths. 5. Electric Water Heater - Pan and drain line shown 6w Shower is eliminated. 7. Break Room HC Compliance - See D-2 ADA Kitchen Accessibility. 8. Design Professional stamped? 9, Vestibule detail included on D-2. 10. Shower is eliminated. 11, Doors shown are insulated drive through per discussion. 12. 2 hour wall per discussion. 13. Door and Window Schedule - D-2 14. Dimensions are included on the new drawing A-1 15. Door Closer and Garage Door literature in email format. 16. Fire wall is not load bearing. Mezzanine is supported independently of the wall. Steel drawing E011. 1T ? Soffits and wall types 18. Stair detail D-3 19. See new submittal A-2.0, A21 20. See new submittal A-2.0, A2A 21. See new submittal A-2.0, A2.1 22. Block wall reinforcing = brick veneer, wall ties will be used per code. 21 Dimensions for the roof are dictated by the steel drawings. Reference to that was made, Would like to eliminate 3.0 of the drawings. 24, Page C001 of the submitted steel drawings shows the design wind load. 25, Page COOI of the submitted steel drawings shows the seismic design loads. 26. Page 0001 of the submitted steel drawings shows the mezzanine support structure design loads, 27, Roof drainage runs off the North end. No scuppers are shown on the plans. 28. Ron Manuel J and D 29. Repeat #8 30. Updated Cross section 31. Why change the page labels? 32. Floor plan dimensions match 33. Safety rail detail List of items to be stored or displayed Clothing Coolers Aluminum Frame Parts Rubber Rafts We0j gl sleas laAlAAs pue JOJ� .L s oog Samna(] UOLIM H #euusJad su D t wt,u jelaLN uJaISAS lal!Ol Dos l Sued WIJ F),11S sanOl; cure. iwnIV SJaurelUO .gal :MsEl sieo Poo/v\ sjeo aldsodU,JO Envelope Compliance Certificate Project Information Energy Code" 2012 IECC Project Title: 11937 1-70 Frontage Road North Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing i Wall Area. 13% Construction Site: 11.937 1-70 Frontage Road North Wheat Ridge, Colorado 80033 Owner/Agent: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, Colorado 80122 303-419-8596 kgiVli6@gmaii.coni Building Area Floor Area Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E, Phillips PL Centennial, Colorado 80122 303-419-8596 kgiiii6@gniail.com 1 -Office Area (Office): Nonresidential 1095 2-Showroorn not Retail (Retail) : Nonresidential 3738 3 -Warehouse (Warehouse): Nonresidential 5046 4-WorkLh_q[a_( ork hjop Nonresidential 3250 Additional Efficiency Package High efficiency HVAC. This package is not allowed with the currently specified HVAC systems (see mechanical compliance report for incompatible systems), REQUIREMENT FAILS TO COMPLY, Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R -Value R-Valuo U -Factor Factide.) Perimeter Double Insulation Layer with 1095 16,0 24,0 0,026 0,035 Thermal Bloo<s (c), [Bldg. Use 1 - Office Area] Roof: Metal Building, Standing Seam, Double Insulation Layer with 3738 16.0 24,0 0.026 0,035 Thermal BlocXs (c), [Bldg, Use 2 - Showroom not Retail] Roof: Metal Building, Standing Seam, Double Insulation Layer with 5046 16,0 24.0 0,026 0.035 Thermal Btoc,.,cs (c), [Bldg. Use 3 - Warehouse] Roof: Metal Building, Standing Searn, Double insulation Layer with 2105 16,0 24,0 0.026 0,035 Thermal Blocxs (c), (Bldg. Use 4 - Workshop] Ext, Wall: Steel•Frarned, 24in, o.c., [Bldg, Use I - Office Area] 840 0.0 22.0 0;040 0,064 Ext, Walt Steel -Framed, 24in, o.c., [Bldg. Use 2 - Showroom not Retail] 2870 0.0 22.O O.040 0.064 Window: Metal Frarne Curtain Wall/Storefront, Fixed, Part, Type: 326 --- --- 0,800 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg, Use 2 - Showroom not Retail] Door, insulated Metal, Non -Swinging, [Bldg, Use 2 - Showroom not 64 ... --- 0,052 0.052 Retail) Door: , Perf, Type: Energy code default, Double Pane, Tinted , SHGC 21 --- --- 0,800 0,770 0,60[Bldg. Use 2 - Showroom not Retail] Door: Insulated Metal, Swinging, [Bldg. Use 2 - Showroorn not Retail] 21 --- 0.052 0.370 Ext. Wall: Steel -Framed, 24in, o.c,, [Bldg. Use 3 - Warehouse] 3874 0,0 22.0 0,040 0,064 Window: Metal Frame Curtain Wall/Storefront, Fixed, Perf. 725 --- --- 0,800 0.380 Project Title: 11937 1-70 Frontage Road North Report date-. 06/21/16 Data blenarne: Page 1 of 20 Assembly Carcass Area Cavity Cont. Proposed Budget U- oar -Value R -Value U -Factor actori.) Perimeter Type: Energy code default, tgouble one, Tinted, SHGC 0.60, [Bldg, Use 3 - Warehouse] Door: „ Pert, Type: Energy carie default, Double Pane, Tinted , SHGC 21 ___ - 0,800 0.770 0,60. (Bldg, Use 3 . Warehouse] Door: Insulated Metal, Non -Swinging, [Bldg, Use Warehouse] 188 ___ -__ 0.058 6.058 Door: insulated Metal, Non -Swinging, [Bldg. Use 3 - Warehouse] 168 ___ __. 0:058 Door: , Pert, Type: Energy cede default.. Double Fane. 'tinted „ SHGC 64 _w_ ___ 0.800 0.60, [Bldg. Use 3 - Warehouse] Door: Insulated Metal, Swinging, [Bldg. Use 3 - Warehouse[ 21 ___ ___ 0.052 Ext. Wall; Steel -Framed, 24in, o,c,. [Bldg, Use 4 - Workshop] 2405 0.0 22.0 0.040 vorndow. Mental Frame Curtain all/Storefront, Fixed. Pert, Type. 124 ___ ___ 0.800 Energy code default, Double Bane, Tinted, SHGC 0,60, [Bldg, Use 4 - Workshop Door: , Pert. Type: Energy code default, Double Parte, Tinted , SHGC 21 ___ __ 0.800 0.60, [Bldg. Use 4 - Workshop] Gooier: insulated Metal, Non -Swinging, [Bldg. Use 4 - Workshop] 168 ___ __- 0.058 Floor: Unheated Slab -On -Grade, Vertical 3 ft„ [Bldg. Use 1 - Office 120 _.. 7.5 0.530 Area) (b) Floor: Unheated Slab -On -Grade, Vertical 3 ft., [Bldg. Use 2 - Showroom 120 ___ 7.5 0.530 nrst Retail] (b) Floor' Unhetate d Slab -On -Grade, Vertical 3 ft., [Bldg. Use 3 - 120 ___ 7.5 0.530 Warehouse] (b) Floor: Unheated Slab -On -Grade, Vertical 3 ft., [Bldg. Use 4 - 120 --- ?.5 0,530 Workshop] (b) (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Slab -On -grade proposed and budget U -factors shown in table are -factors. (c) Thermal spacer block with minimum R-:3,5 must be installed above the purl n'batt. and the roof deck secured to the purlins. HM RM 0.370 0.064 0,3817 0.770 0.058 0,550 0.550 0.550 0.550 Project Note Forced air lie=at nr and cooling limited to office area. Balance will be cooled with evaporative cooling and heated by radiant c heaters, Envelope Compliance Statement Compliance Statement: The proposed envelope design represented In this docurnent is consistent with the building pians, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 201: 6FCC requirements in CtOMcheck Version 4.3.4 and to comply with the mandatory requirements fisted in the Inspection Checklist. lana_e__MSigna__.__.,. ture _. .Titfe Project Title: 11037 I-70 Frontage Road North Data filenanare: Report date; 06/21/16 Page 2 of 20 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, Colorado 80033 2012 ICC 11937 1-70 Frontage Road North New Construction Owner/Agent: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, Colorado 80122 303-419-8596 kg0li6@grnaiI,corn Designer/Contractor: Kevin Gilligan Gilhgan Commercial Contracting 4374 E. Phillips Pl. Centennial, Colorado 80122 303-419-8596 kgilli6@g mail corn Additional Efficiency Package High efficiency HVAC. This package is not allowed with the currently specified HVAC systerns (see mechanical compliance report for incompatible systerns), REQUIREMENT FAILS TO COMPLY, Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (M) Watts / M 1 -Office Area ,Office.) 2 -Showroom not Retail (Retail) 3 -Warehouse (Waref)Wse) 4 -Workshop (Wortshop) Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast IzQffi!�LA ArPwJQfRqW LED, Other: LED: Other LED: Other: LED: Other: LED; Other: LED- Other: 4:Aal:k,5AQj_)LVVLrK*JtQ_W LED: Other: Project Title: 11937 1-70 Frontage Road North Data filename: 1095 0,90 986 3738 1,39 5233 5046 0,60 3028 3250 139 4550 Total Allowed Watts 13796 B C D E Lamps/ # of Fixture (C X D) Fixture Fixture Waft, 1 16 50 806 1 16 200 3200 1 12 200 2400 1 8 36 288 1 2 23 46 1 2 22 45 10 200 2000 ��tal_Proposed Watts 8785 Report date: 06/21/16 Page 3 of 20 Interior Lighting Compliance Statement Compliance Statement,- The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the Inspection Checklist. Project 'ritie. 11937 1-70 Frontage Road North Report date: 06/21/16 Data flienarrie: Page 4 of 20 Exterior Lighting Compliance Certificate REEMIMM= Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, Colorado 80033 A Area/Surface Category 2012 IECC 119371-70 Frontage Road North New Construction 2 (Light industrial area with limited nighttime use) Owner/Agent: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, Colorado 80122 30::3-419-8596 kgiIh6@gmafl,com Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Pl. Centennial, Colorado 80122 303-419-8596 kgMi6@gmail,com C D E Allowed Tradable Allowed Watts Watts / Wattage (B X C) Parking area 6000 ft2 0.06 -Yes__--,--360------- Total Tradable Watts (a) = 360 Total Allowed Watts = 360 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areastsurfaces, (b) A supplemental ailowance equal to 600 worts may be applied toward compliance of both non -tradable and tradable areas/surfaces, Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixture Watt. LM Other: Exterior Lighting Compliance Statement 1 5 26 130 Total Tradabie Proposed Watts = 130 Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application, The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.3.4 and to comply with the mandatory requirements listed in the inspection Checklist, Project Title: 11937 1-70 Frontage Road North Report date: 06/21/16 Data filenatne: Page 5 of 20 MUM= Energy Code: Project Title: Locatiom Climate Zone, Project Type: Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, Colorado 80033 2012 IECC 11937 1-70 Frontage Road North Wheat Ridge, Colorado 5b New Construction Owner/Agent Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, Colorado 80122 303-419-8596 kgi11i6@gmail.corn Desiqner/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips PI. Centennial, Colorado 80122 303-419-8596 kgiIfi6@gmaiLcom Additional Efficiency Package High efficiency HVAC. This package is not allowed with the currently specified HVAC. systerns (see mechanical compliance report for incompatible systems). REQUIREMENT FAILS TO COMPLY, Mechanical Systems List Quantity System Type & Description HVAC System (Multiple -Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 62 kBtu/h Proposed Efficiency = 92,00% Et, Required Efficiency -z 92,00% Et Cooling I each - Single Package Vertical AC Unit, Capacity = 24 kBtLi/h, Air -Cooled Condenser, No Economizer, Economizer exception: None Proposed Efficiency = 13,00 EER, Required Efficiency = 9,50 EER HVAG System (Single Zone w/ PehrrieterSystem): Heating: 3 each - Radiant Heater, Gas, Capacity = 75 k6tulh No minirnum efficiency requirement applies SYSTEM COMPLIANCE FAILS: SYSTEM TYPE IS INCOMPATIBLE WITH SELECTED HIGH EFFICIENCY HVAC COMPLIANCE OPTION, HVAC System (Single Zone w/ PerimeteiSysteryo� Heating: 8 each - Radiant Heater, Gas, Capacity = 50 kBtu/h No minimum efficiency requirement applies SYSTEM COMPLIANCE FAILS: SYSTEM TYPE IS INCOMPATIBLE WITH SELECTED HIGH EFFICIENCY HVAC COMPLIANCE OPTION, Project Title: 11937 1-70 Frontage Road North Report date: 06/21/16 Data filename: Page 6 of 20 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be rnet and how that is documented, or that an exception is being claimed, There compliance is itemized in a separate table, a reference to that table is provided. C103.2 Plans and/or specifications provide all OConhplies Requirement will be met. (PR1Ja information with which compliance I,, -]Does Not can be determined for the building Not Observable envelope and document where idiot Applicable exceptions to the standard are claimed, 01012 flans, specifications, sand/or ElCo€`ref pies Requirement will be met. (PR211 talc€.Jiations pr` vide all information DDoes Not with which compliance can be � r. Jrlot Observable determined fres" the mechanical systems and equipment and UlNot Applicable document where exceptions to the standard are claimed, Load calculations per acceptable engineering standards and C1012 flans, specifications, and/or DiComplies Requirement will be met. (PR4,11 calculations provide all information ElDoes Not with which compliance can be [']Not Observable det�er�rnined for the interior fighting 0JNcit Applicable and electrical systems and equipment and document where exceptions to the standard are claimed, inforrraation provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C:103. Plans, specifications, and/or ElCompfies Requirement will be rnet. [PR811 calculations provide all information ElDoes Not with which compliances can be t Not Observable determined tor' the exterior fighting 3Not Applicable and electrical Systems and equipment and document where exceptions to t:ihe standard are clad€Tied, information provided should include exterior figlhting power- calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or EDComplies Requirement will be rnet. [PR 1a calculations provide all information DDoes Not with which compliance can be DWI: Observable determined forthe additional energy EJNot Applicable efficiency package options. 0402.3.1 The vertical fenestration area <= 30 ElComplies Requirement will be met, [PR1,011 percent of the grass above -grade wall Oboes Not area. []Not Observable EINot Applicable I High impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title, WW 11937 1470 Frontage Road Borah Report dater 06/21116 Data filename: Page 7 of 20 C402,3,1 The skylight area <= 3 percent of the ElCompiies Requirement will be rnet. [PR11)1 gross root area. ]Does Not: C402.3.2 In enclosed spaces > 10.000 ft2 [PR14]1 directly Lander a roof with ceiling heights >15 ft, and used as an officea lobby, atrium, concourse, corridor, storage, gymn siurn/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0,40; or. a ininirnUM skylight effective aperture >= 1 percent. JNot Observable Not Applicable �Comphes Exception: Requirement does not apply, DDoes Not C4023.2. Skylights in office, storage, 0compli s 2 automotive service, manufacturing, []Does Not JPRI511 non- refrigerated warehouse, retail []Not Observable s ore, and distribution/sorting area have a measured haze value > 90 e. Not Applicable percent unless designed to exclude direct sunlight. Exception, Requirement does not apply. 1 High Impact ("tier i) 2 Medium Impact (Tier 2) 3 Low Impact (Tier ) Project i"ttle?:1.2937 I-70 Frontage Road Nor"t.hw��W..__�_._�....�___Report dace: 0612I,'16 Data filename: Page 8 of 2€1 C402.2.6 `arab edge insulation R-value, r Complies See the Envelope Assemblies table for values. [FO3)°s DDoes Not []Not Observable []Nat Applicable C3012 'slab edge insulation installed per CJCompiies Requirement will be rnet. (F04]2 inanufacturer''"s instructions. IDDoes Not IiNot Observable i Not Applicable C402.2.6 `,lab edge insulation depth/length. Ekompfies See the Envelope Assemblies table for valves. [F05]2 Mab insulation extending away from E]C7aes Not building is covered by pavement or Not Observable -= li? inches of scarf, Neat Applicable C403.2,8. t"wxterior insulation protected against E]Complles Requirement will be met, 1 damage, sunlight, moisture, wind, D_aDoes Not [FO611 landscaping and equipment Observable maintenanceactivities,(�iVcst ONot Applicable 04012.4, f=reeze protection and snow/ice I__�CompliesException: Requirement does not apply. 5 melting systern sensors for future 1�](iiies Not [F09)a connection to controls. Not Observable Not Applicable 0402.2,8 Bottom surface of floor structures CDComplies Exception: Requirement does not apply. [FO12)' incorporating radiant heating -I'Does Not rnsui aced to >=R-3.5, i......l4Vot Observable See the Envelope Assemblies table fear values. [,,Not Applicable 3 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier ) Project Title°..�._ 111337 1•70 Frontage Rand North��...._Report date: 06/21116 Data filenarne: Page 9 of 20 C402A.I, The building envelope contains a []Complies Requirement will be met. 0402.4.2 continuous air barrier that is sealed in 0Does Not [FR1]1 an approved manner and either ��� t Observable constructed or tested in an approved ONot Applicable manner, Air barrier penetrations are sealed in an approved manner. 0402.4.3, Factory -built fenestration and doors[ -']Complies Requirement will be met, 0402.4.4 are ,abeled as meeting air leakage EiDoes Not [FR133]3 iequii"ernen$s. []Not Observable EINot Applicable 0402.43 Vestibules are installed on all building OComplies Requirement will be met, [FR17]3 entrances. Doors have self-closing E]Does Not devices. ONiit C)bser�+able Not Applicable 0402.3.3, Vertical fenestration U -Factor. E]Complies See the Envelope Assemblies table for values C402.3.4 0Does Not [FR ]a [ Not Observable 'Not Applicable 0402.3.3 Vertical fenestration 3HGC value. Elconmpl C403,2.3 HVAC equipment efficiency verified. 0complies See the Mechanical Systems list hv values, [ME55]2 Not Applicable EDDoes Not Inspection, C403Z8 FJNot Observable F. , ]Cornplies Requirement will be met, (ME61]2 Where piping is installed in or under a Elldot Applicable 0402.4,5, Stair and elevator shaft vents have DiZomplies Requirement will be met, 1 nictorized darripers that autornatically E]Does Not EDComplies Requirement will be met. [ME3]3 c. I o Sra. JNot Observable F slab, verification may need to occur - []Not Observable r c ]Not Applicable during Foundation Inspection, C402,4,5. Outdoor air and exhaust systems have OComplies Exception: Gravity dampers acceptable in buildings 3 stories. 2 motorized dampers that automatically 0Does Not tME7]3 [ME58]3 shot When riot in use and meet [:]Not Observable maximum leakage rates. Check, ONot Applicable gravity dampers where allowed. 0403Z5, Demi and control ventilation provided OComplies Exception: Requirement does not apply. I for spaces >500 sq,ft. and >25 E]Does Not (ME59F people/1000 sq,ft, occupant 'density -]Not Observable [- and served by systems with air side DiNot Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm, C403,4.2 VAV fair >= 7,5 hp are driven by ElCompiies Exception., Requirement does not apply. [ME75]2 mechanical or electrical variable I]Does Not speed drive, or driven by vane -axial blades, [JNot Observable See the Mechanical Systems list for values. cath variable speed or operate ONot Applicable with motor demand <=30% design I,W at 50% design flow - calculations required C403.2,7 HVAC ducts and plenums insulated. EXomplies Exception: Requirement does not apply. [ME601' Where ducts or plenums are installed ElDoes Not L_JN0L Observabie ]Not Applicable C403.2.8 Thermally ineffective panel surfaces of DComplies Exception: Requirement does not apply. [ME41]3 sensible heating panels have E]Does Not insulation >= R-3.5. (_]Not _]Not Observable D_ Not Applicable C403,31, Total cooling capacity without OComplies Requirement will be met. a economizers must be less than E]Does Not [NA]() %varMaxKBtuPerH%. (Not Observable E]Not Applicable C403,23 Ducts and plenums sealed based on 1-DComplies Requirement will be met, [ME10] static presSUre and location. ElDoes Not Not Observable ONot Applicable I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: 11937 1-70 Frontage Road North Report date: 06/21/16 Data filename: Page 11 of 20 in at under a slab, verification may EJNot Observable need to occur during Foundation Not Applicable Inspection, C403Z8 HVAC piping insulation thickness, F. , ]Cornplies Requirement will be met, (ME61]2 Where piping is installed in or under a JDoes Not slab, verification may need to occur 01dot Observable during Foundation Inspection. [ Not Applicable C403:2.8 HVAC piping insulation thickness. EDComplies Requirement will be met. [ME61]2 Where piping is installed in or under a ElDoes Not slab, verification may need to occur - []Not Observable during Foundation Inspection, DNot Applicable C403,2.8. Piping Insulation exposed to weather ElCornplies Requirement will be rnet, 1 is Protected front damage (due to sun, []Does Not tME7]3 moisture, wind, etc.). L_JN0L Observabie ]Not Applicable C403.2.8 Thermally ineffective panel surfaces of DComplies Exception: Requirement does not apply. [ME41]3 sensible heating panels have E]Does Not insulation >= R-3.5. (_]Not _]Not Observable D_ Not Applicable C403,31, Total cooling capacity without OComplies Requirement will be met. a economizers must be less than E]Does Not [NA]() %varMaxKBtuPerH%. (Not Observable E]Not Applicable C403,23 Ducts and plenums sealed based on 1-DComplies Requirement will be met, [ME10] static presSUre and location. ElDoes Not Not Observable ONot Applicable I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: 11937 1-70 Frontage Road North Report date: 06/21/16 Data filename: Page 11 of 20 C403.23, Ductwork operating >3 in, water ElC omplies Requirement will be met. 13 column requires air leakage testing. ElDoes Not [N& 2 )3 []Not Observable [Not Observable E]Not Applicable 04012.7. Ductwork operating >3 in. water._�Complie Requirement will be met. 3..3 column requires air leakage testing, �- 13c es Not (ME111:4 C403,4.2 VAV fan motors >=7.5 hp to be driven C403.23. Ductwork operating >3 in. water 1.3 c olunin requires air leakage testing. [ME1111 040&2.2. Air outlets and zone to nninal devices S have means for air balancing.. (ME531s ONot Observable ONot Applicable OCornpiies Requirement will be met, L]Does Not []Not Observable .[Not Applicable OComplies Exception* Requirement does not apply. 3Does Not #Not Observable Not Applicable C403.2.10 HVAC fair systems at design DiZomplies .1. conditions do not exceed allowable ElDoes Not [ME6511 lan system motor nameplate no or fan �� �t+��rS bhp, Not Observableyy_. _, p, ..Nat Applicable Requirernent will be met. See the Mechanical Sysems list for values. C403:4.2 VAV fail motors >=7.5 no to be driven PiComplies Exception, Requirement does not apply. [ME6612 by variable speed drive, have a vane- ElDoes Not (axial Tarr with variable pitch blades, or [Not Observable have controls to limit fan motor ONot Applicable demand, C403,4.2 VAV fan motors >=7.5 hp to be driven OCornplies Requirement will be met. [ME66]2 by variable speed drive, have a Vane- lDoes Not (axial fan with Variable pitch blades, or []Not Observable have controls to lirmt vara motor E]Not Applicable E] demand, C403,4.2 VAV fare motors =7.5 Pip to be drivers IlCornphes Exception; Requirement does not apply. [ME66)4' by variable speed drive, have a Vane- E]Doeis Not axial fan with variable pitch blades, care ONot Observable have controls to limit fare motor Not: Applicable demand. C40142 VAV fares have static pressure sensors OComplies Requirement will be met. 1 possi doned so setpoint <=1/3 total []Does Not (ME67]2 design pressure. [,]Not Observable Elblot Applicable C403.4,2. Reset static pressure= setpoint for DDC OComplies Requirement will be met. 2 € o Strolled VAV boxes reporting to ElDoes Not [ME2412 central controller based on the zones Not Observable requiring the most pressure. 0NCat Applicable 0403,2.6 I-Xhoust air energy recovery on Elcomplies [ME57]r ssysterns meetingTable C403.2,6 ElDoes Not [Not Observable 11Not Applicable 04012,11 Uner)closed spaces that are heated ElCornplies Exception. Requirement does not apply. [ME7112 use only radiant heat. 0Does Not EjNot Observable ONot Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: 11937 1-70 Frontage Roars Nor(h~�,��.___�� Repan date: 06f2I#16 Data filenarnes Page 12 of 20 I High impact (Tier 1) 3 Medium impact (Tier 2) 3 Lowy impact (Tier 3) Project Title:� 3.1337 1-70 Frontage Road North Report date. 0612111 Data f penarne Page 13 of 20 C40512, Automatic controls to shut off all ElComplies - Requirement will be niet. I building fighting installed in all E]Does Not [EL2212 buildings, JNot Observable ONotApplicable Independent lighting controls installed LJComnplies Requirement will bemet. 1 per approved lighting plans and all ODoes Not � ^----^ manual controls readily accessible and [�No���semab|e | ' visible to occupants. ONmtAppHcable � C4052.1� Lighting controls installed %ouniformly []Complies Requirement will be met, � 2 reduce the lighting load byatleast LJDaesNoL [ELI5]1 501YU1 , []NotQbsemab|e []Nmt4ppUcable 52 DaH Mt zonesprovided with []Cunnp|iea Exception: Requirement does not apply. 3 .' Individual controls that control the []Does Not l lights independent mfgeneral area ONotObservabYe lighting. C#W5��.3 Sleeping units have atleast one _LJNotAppUcable___��_______ Exception: � master switch at the maim entry door E]Does Not '(E�7]a ' that controls wired |umina(resand []Not Observable switched receptacles, es []laotAppibab!e -- 'C4-5'22.' Occupancy sensors installed in []Complies Requirement will bemet. 2 required spaces. M- Does Not [ELI8], UNot Observable ON�/�p|�m�� [405.2,2, Pnmaryside||8htedareas are - []Complies Exception: Requirement does not apply. 3 equipped with required lighting []Qmes0ot [EL20]' controls.' []NotDbservable LJNc$App8cah{e / C4052Z i�harea Enclosed spadaylight --tsand `monitors []Complies �mc��on:Requirement does not apply. / � 3 unde'rooftop O'DoesNmt | [EL2I11 are equipped with required lighting EJ1Not Observable controls. LJNotApcAicam|e_ C405.2,4 Automatic lighting controls for exterior OComplies Requirement will be met, '(ELZ512 ' lighting installed, []Does Not ]NotObsarvab|e [- []mot4pp|icable C405Z3 Separate lighting control devices for DComphes Requirement will bemet, [E 1-411 specific uses installed per approved LJDmesNct lighting plans. ONot0bsemable LJNotAppUcabie C405.3 Fluorescent luminaires with odd O'[ompiims Exception: Requirement does not apply, � �[EL19}3 numbered lamp configurations that []DoemNot are�itNn lQfeet center to center (if []NotObsemable ' recess mounted) or are within l foot []NotAppUcabie edge toedge (if pendant mrsurface mounted) shall betandem wired. C405.4 '- Exit signs uonot exceed swatts per [Iromp|is= Requirement will bemet. [EL6}1 face. UDoes Not , QNotDbsemable , LJNc¢AppUcabhe I High Impact (Tier 1) 2 MediUM Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: %l9]7|70Frontage Road North Report date: 06/21/16 C405 6 E tenor grounds lighting over 100 W ElCornpiies Requirement will be met„ [EL24]1 provides >60 irx /W unless on motion 0Dees Not sensor or fixture is exempt from scope [INot Observable of code or from external LPD. kNC9t Applicable C405.23 Additional interior lighting power OC omplies Requirement will be met. [EL.€ 1', allowed for special functions per the ElDoes Not approved lighting plaids and is Not Observable automatically controlled and ONot Applicable separated from general lighting, Additional o ni nts/Assn t"sons. 2 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 11937 1-70 Frontage Road North Report date: 06121/16 Data filename: Page 15 of 20 C402,4.1. All sources of air leakage in the []Complies Requirement will be met. 1 building thermal envelope are sealed, [-]Does Not [INI]x caulked, gasketed, weather stripped DiNot Observable ElComplies Requirement will be met, [IN1012 or wrapped with moisture vapor- ONot Applicable providing R -value and other relevant permeable wrapping material to € INot Applicable min'irnize air leakage. Exterior insulation is protected from OCsomplies Requirement will be met. 0402.4.2. Roof R -value. For some ceiling [ Complies see the nverc.=ire Asserrthifes table for vatues. 1 systems, verification may need to DDoes Not r�riay need to occur during [IN21' occur during Fronting Inspection. [Not Observable 0402,21 lnsuiation intended to meet the roof Not Applicable (IN1213 030:3.2 Roof insulation installed per OCornplies Requirement will be met. [iN311 manufacturer's instructions, Blown or LODoes Not ONot Applicable pouted loose -fill insulation is installed 'Not Observable accordingly, only where the roof slope is <=3 in ONot Applicable 12; C303.2 Above -grade wall insulation installed O'C omplies Requirement will be met. [INy[' per manufaCtUrer's ins>trUctions. I lDoes Not []Not Observable EINot Applicable 0402,2,6 Floor insulation R -valise. Kdrnplies See they Envelope Assemblies table for values. (IN8F Does Not ONot Observable ONot Applicable C30.3,1 Building envelope insulation is labeled ElComplies Requirement will be met, [IN1012 with R-valsse or insulation certificate ElDoes Not providing R -value and other relevant [.]Notdata.data.Not Observable € INot Applicable 0:303.2.1 Exterior insulation is protected from OCsomplies Requirement will be met. [IN1412 damage with a protective material. ]Does Not Verification for exposed foundation Observable r�riay need to occur during _Not ONot Applicable Foundation inspection. 0402,21 lnsuiation intended to meet the roof OComplies Requirement will be met. (IN1213 insu ation regrsirements cannot be EJDoes Not installed on trap of a suspended [ Not Observable ceiling, Mark this requireent: ONot Applicable compliant if insulation is installed accordingly, 3 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact ("iter 3) Project aTitle: I1937 1-n70 Frontage Road North -�.-.�-�_-.-�------..Report date; 06121116 Data f'ilenarne: Page 16 of 20 C402,4,6 Weatherseals installed on all loading CDComplies Exception: Requirement does not apply, [F137]] (lock cargo doors, ElDoes Not [-]Not Observable LI Not Applicable 04012,4. Heating and cooling to each zone is []Complies Requirement will be rnet. I controlled by a thermostat control, DDoes Not [F1471-1 l4iniolUrn one humidity control device [Nat Observable per installed liuniidification/dehtjiiiidificatioi,i EI of Applicable 040&2,5. systern, 10Complies Requirement will be met. 3 0403.2.4. Heating and cooling to each zone is Dcomplies Requirement will be met. 1 controlled by a thermostat control, Not ONot Applicable [F147J3 MinirnUM one humidity control device EINot Observable 2 tested to ensure proper operation, per installed flur'nidification/dehuiiiidification ONot Applicable calibration and adjustment of controls, [JINot Observable system ONot Applicable 04012.4, Heating and cooling to each zone is ElComplies Requirement will be met. 1 controlled by a thermostat control. DDoes, Not (F14713 Minimum one humidity control device ONot Observable per installed humidification/dehumidification Not Applicable system 0403,2.4. 'Thermostatic controls have a 5 IF OComplies Requirement will be met. 2 deadband. DDoes Not [F1381� DWI: Observable ONot Applicable C403,2.4. Temperature controls have setpoint OComplies Requirement will be met. 2 overlap restrictions, DDoes Not [F12013 [.]Not Observable Not Applicable 0403.2.4. Each zone equipped with setback Complies Requirement will be met, 3 controls using automatic time clock or ElDoes Not IF13913 programmable control system. [JNot Observable Not Applicable 0403.2,4. Automatic Controls-, Setback to 55'F ElComplies Requirement will be met, 3 (heat) and 350E (cool)7-day clock, 2® JDoes Not [F14013 hour occupant override, 10 -hour []Not Observable backup ONot Applicable 0408.2.5, Furnished HVAC as -built drawings rLICornplies Requirement will be met. 1 submitted within 90 days of system ElDoes Not [F17]3 acceptance. EJNot Observable EINot Applicable 0303.3, Furnished O&M manuals for HVAC ElComplies Requirement will be met. 0408Z5; systerns within 90 days of system ElDoes Not 3 [F1813 acceptance. [3Not Observable EINot Applicable 040&2,5. An air and/or hydronic system 10Complies Requirement will be met. 3 balancing report is provided for HVAC 17JDoes Not [F14311 systems. lNot Observable (7 ONot Applicable C40&23, HVAC control systems have been E -]complies Requirement will be rnet. 2 tested to ensure proper operation, DDoes Not [F11011 calibration and adjustment of controls, [JINot Observable ONot Applicable I High Impact (Tier, 1) 2 Medium Impact (Tier 2) 3 I_ow Impact (Tier 3) Project Title: 11937 1-70 Frontage Road North Report date- 06121/16 Data filenaMe: Page 17 of 20 0402.4.8 Recessed luminaires in thermal DiComphes Exception: Requirement does not apply. [F12613 envelope to limit infiltration and be IC Ilpoes Not rated and labeled. Seal between of Observable intef for finish and luminaire housing. ONot Applicable 04012.2 HVAC systems and equipment Ls0omp#res Requirement will be met. [F127]3 capacity does riot exceed calculated ElDoes Not loads. ONot Observable _]Not Applicable 0408:2.5. Furnished as -built drawings for OComplies Requirement will be met. 1 electric power systems within 30 days ElDoes Not [FI3613 of system acceptance. (Not Observable 0 -Not Applicable 0303.3, Furnished O&M Instructions for l"� ornplies Requirement Will be met. 0408.2.5. systems and equipment to the 0Doe Not building owner or designated Observable [F117" representative,lNat [.Not Applicable 0:405,5.2 Interior installed lamp and fixture OComplies See the lrrtenor Lighting fixture schedule for values, (Fil,13)1 lighting power is consistent with what (- Does Not is shown on the approved lighting ONot Observable flans, dernonstrating proposed watts Oldot Applicable are less than or equal to allowed watts, 0405.6.2 Exterior lighting power is Consistent OComplies Sec the interior Lighting fixture schedule for values. [F11011 with what is shown on the approved EJDoes Not fighting plans, demonstrating Not Observable proposed watts are less than or equal EJNot Applicable allowed watts. 0408.2.1 Commissioning place developed by Ocomplies Requirement Will be met. (F12811 r gie ,;tered design professional or ODoes Not appf owed agency, [._)Not Observable [.Not Applicable 0.408.2.4 Prefirninar'y commissioning report OComplies Requirement will be met. (F12911 completed and certified by registered ElDoes Not design professional or approved �� 1Not Observable agency,n Nat Applicable C40&2.5. Final commissioning report due to ElCornplies Requirement will be met. 4 building owner, within 00 days of Oboes Not [F13011 receipt of certificate of occupancy. []Not Observable Not Applicable 04013.2.3. HVAC equipment has been tested to OComplies Exception. Unitary or packaged MVAC egiupment without 1 unsure proper operation. 0Does Not supply air economizers. [F13'11 [m1ot Observable (,3Not Applicable C408.3 Lighting systems have been tested to OCotnplies Requirement will be met. [F13311 ensure proper calibration, adjustment, D13oes Not programming, and operation. []Not Observable ONot Applicable 0408.3 lighting Systems have been tested to DCompldes Requirement: will be met. [F14811 ensure proper calibration, adjustment, PiDoes Not programming, and operation, [Not Observable EjNot Applicable 3 High Impact (Tier 1) 2 Medium linpact (Tier 2) 3 Lown Impact (Tier 3) Project: Title: 11937 1-70 Frontage Road North Report date: 06123.116 Data filenarne. Page 18 of 20 0406 Efficient HVAC performance, efficient OCompties Requirement will be met, [F13411 lighting system, or on-site supply Of ODoes Not terrewable energy consistent with ONot Observable whaz is shown the approved plans, ONot Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 11937 1-70 Frontage Road North Report date, 06/21/16 Data filename. Page 19 of 20 11937 W. 1-70 Frontage Road North Wheat Ridge,s s•r, Gilligan Homes of Colorado 4374 Fast Phillips Place Centennial, CO 86122 PCH Project No. 12,505.15 February 2, 2016 February 2, 2016 Gilligan Homes of Colorado 4374 East Phillips Place Centennial, Colorado 80122 Attn: Mr, Kevin Gilligan Re: Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1 11937 W. 1-70 Frontage Road North Wheat Ridge, Colorado PCH Project No. 12.505.15 Pickering Cole & Hivner, LLC (PCH) has completed a geotechnical engineering investigation for the proposed office building to be located at the above -referenced address in Wheat Ridge, Colorado, This study was performed in general accordance with our proposal number P12,580.15, dated December 29, 2 0 1. 5, This geotechnical summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report Subsurface Conditions: Existing fill was encountered in the borings and extended to depths ranging from about 9 to 12 feet below existing site grades. The fill generally consisted of sandy lean clay with lesser amounts of clayey sand. Sedimentary sandstone bedrock was encountered below the fill and the bedrock transitioned to claystone bedrock at depths ranging from about 19 to 21 feet below existing site grades, The claystone extended to the full depth of exploration. Groundwater was encountered at depths of about 8-Y2 and 10 feet below existing site grades, Other specific information regarding the lithology encountered is noted on the Boring Logs, # Existing Fill Soils: As discussed, approximately 9 to 12 feet, or more, of existing man-made fill was encountered in our borings. We assurne the fill was placed during sorne phase of past developme of the site, However, we have no documentation regarding fill placement and compaction, Fie penetration resistance values and in-situ dry densities suggest that the existing fill is relativ compact, In addition, swell -consolidation tests indicate that the existing fill has low swell potenti aitable to remain iloce a] support the planned development, it is possible that zones or layers of poorly compacted fill m vg ro'w, he oresent wit1in or buried bv the fill. This risk cannot be eliminated without comliletelv removi 1070 W. 124`h Avenue, Suite 300, Westminster, CO 80234 (303) 996-2999 Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No.: 12.505J5 and replacing or recompacting the fill. However, further evaluation could be performed to evaluate the fill and help the owner quantify this risk. At a minimum, we recommend that additional observation and testing be performed prior to placement of any new fill or foundation construction on the site. This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions, If the outcome of this evaluation is deemed satisfactory, it may be possible to leave some, or all, of the existing fill in place. We recommend that the client contact the overall developer to attempt to obtain all earthwork and compaction test reports for any fill placed as part of the development activities. We are available to discuss potential risks, review any documents received, and provide additional services for you, upon request. • Foundations and Floor Slabs: Provided that additional evaluation of the fill indicates suitable conditions, we believe there is low risk of foundation and floor slab movernent on this site, Some removal and recon paction of soft or unsuitable materials may be required to provide suitable support the building, As discussed, the on-site fill soils will need to be evaluated by the geotechnical engineer to confirm their suitability for support of the proposed development. Pavements and Flatwork: Pavements in light-duty areas where typical automobile and light truck traffic will be intermittent and there will be no truck traffic should include 5-Yz inches of asphalt concrete (AC). A full -depth AC section of 6-Y?. inches would be appropriate for heavy-duty pavement areas. Additional alternatives are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well, Please do not hesitate to contact us if you have any questions concerning this report or any Of OUr testing, inspection, design and consulting services. Sincerely, Glenn D, OhIsen, P.E. Project Engineer Copies to: Addressee (1 PDF copy) 0 REG/ J s:>r 34273 -0 Andrew 1, Garner, P,E, q Senior Project Manager ` �Geotechnical Engineering Report PropouedOfficeBuiyding-Lakernmm% Lot 6Block 1 -Wheat Ridge CO PCH Project No.- 1250SAS APPENDIX A: BORING LOCATION DIAGRAM, BORING LOGS APPENDIX 8: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES E Page No. Letter cfTransmittal. --------__—.—,..-~~............ ..... .—._--.......... —.------^—��� INTRODUCTION ... ~.--~.--._..............—..._....~.--..-.—.—.—_'.—.—.----.'1 PROJECT INFORMATION ... ..—~....—..--..—.._---.__—.---.~__.,_._—__._--'.�l SITE EXPLORATION PROCEDURES ... ---......__..~..—.—.....—.—.._~'~--^^^—^—^'—''—'~'2 FieldExploration ------......... ~-.—........... ... ._^.—~_--^~--.—^~^~^^--...... —~--2 Laboratory Testing .... ...._....~_._—_~.~.—...—.......... ._—~—^--''—'`^-'---~---^2 SITE COND[TIONS--.......... .^~—'^^~—^--.--_—.----_--'~_~—~^^~~`--~^^'~~'—~'~^3 SUBSURFACE CONDITIONS--.—.._..----------_--'. ....... .~~^—~^...... --~—^~3 Geo|mgy—_~... --- .... —....... ....... ----.--.-----......... 3 Soil and Bedrock Conditions ... _—.--.---------_--'.—.....~—...... ~~~^---`~-4 Field and Laboratory Test Results ...... —....---..—.~—_—__-...---__........... 4 Groundwater Conditions .... .~--.~.—_----...... '..._._._.—.—.---'^......... —~—^^—^~4 ENGINEERING RECOMMENDATIONS........... .... 4 Geotechnical Considerations .... .......... ---- ..... ....... --- ...... ---_~.~._.—..—............ ...'4 Earthwork—.. ...... General Considerations ... ........ --..—..-..,~-------......... ...... --.~.--~'.—'5 Site Preparation ... -----_~---_—_--........ --_—._--------~..--.—'5 5uboradePreparation- ... ---_--....... ___------...... —... _--~^--~---^—'^^6 Fill Materia(m—.----_—....—_--_....... 6 Fill Placement and Connpaution—... ._'...... .... --_—...... ....._.__..~.'._^_—........... .,.7 Excavation and TrenchConstruction —_...... ---_—_._.--..—.—.......... .—~.^—^'^'~—^.'7 Foundation Design and Construction ... —..~....... ------'—..—~.~'~^~--`--^~----'8 Lateral Earth Pressures -----..--.—.------..—....--__~'--_._--.—~—'^...... `g Seismic Considerations ._-........... 10 Floor Slab Design and Construction .—.--------.--.--.....^_.....-----..--2O Surface Drainage and Landscaping ---._—_---`---_—....... ---'...... ---...---_31 Pavement Design and Consructiom-----...... .----.—..—._—.._.--........ ........... l2 Additional Design and Construction ConuidereLioms--, 16 Exterior Slab Design and Construction .---__.._.—__.-....~..~._—........ —..... ..... .1G Underground Utility Systems. ... .—.—.—,_..,.....--_----..—.._—........... ...—.._I6 Concrete Corrosion Protection ... ----....~—.—.—.—,.----.._—_—_._--........16 GENERAL COhAMENTS.----.... --'_—_—._..—..—..------',_...... --..-----~..—l7 APPENDIX A: BORING LOCATION DIAGRAM, BORING LOGS APPENDIX 8: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES E Rev. 021,,2013 Landscaping Required: "✓ .f:) Landscalain Provided s_ / (ql s.f) Tres Required:_.m. 'Tres .Provided: . Shrubs Required: .. .�_ Shrubs Provided: Non -Living Max: (_Z fk3�m. s.f:) -Living Provided: ��'� __ s.f. Street Trees Required: Street Tres Provided: Landscaging Fetes Ll Street trees must be at least 3 inches caliper, and must be deciduous. L) All other trees must be at least 2 inches caliper. £l All shrubs must be 5 gallon buckets, C) Metal edging shall contain all areas ofrock or mulch, rock shall be at least 1-2" in size. t• When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. • These exceptions are based on the radius of the specimen after a t-,vo-year growing period. ; Freestanding Light Height: __QLA NMaxit Turn FS Light Height: Fail Light Height: Maximum Waif Light Height: Photometric Flan Subanitted , Architecture: Refer to separate ASDM or Mixed Use checklists. L) Metal buildings not permitted for accessory structures. Nutxaber of Access points: t ON Curb cut widths): Distancefromproperty line: _j�L Distance fromeach other:./�_(Cl( Ss PMAt/0_1 Streets ape: Does the permit result in any of*the fallowing conditions` C Construction of"new roads d Platting of new lets New development C) Additions Haat increase floor area by 60% or more (see formula) (proposed flexor area .. existing floor area __.... ) / existing floor area _ ...._ _...r� {'j{n inc. If any box is checked., does the frontage meet current city standards` If not, streetsape construction or fees -in -lieu will be rewired. Curb and gutter required? Sidewalk required? Amenity zone? Other` Fee in lieu required`:' � (Confirm PW has added in ADG valuation and fees as fee code SCDF) Are any Cather conditions required`' Ef Permit is not business license U Separate permits are required for fencing T_0 Separate permits required for site signage • Parking in conformance with Section 6-501 y k -) • Landscaping in conformance with Section 26-502 fi � • Lighting in conformance with Section 26-503 (�9 Ll D 5 • Driving and parking surfaces must be:: hard surfaced paved L) Owner/contractor responsible for locating property lines Id Foundation certification form (FND) As -built survey (NCM) L) Floodplain certification (FLD) 2 �F t " i CHMEMEM PROPOSED OFFICE BUILDING — LAKEMONT, LOT 6 BLOCKI 11937 W. 1-70 FRONTAGE ROAD NORTH KH Proje February 2, 2016 This report contains the results of our geotechnical engineering exploration for the proposed office building to be located at 11937 West f-70 Frontage Road North in Wheat Ridge, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: * Subsurface soil and bedrock conditions * Groundwater conditions * Foundation design and construction * Floor slab design and construction * Pavement structural sections Earthwork Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar soil conditions and structures, and our understanding of the proposed project, PROJECT INFORMATION We understand that the project will include the construction of an at -grade office building at the vacant, 1 - acre site, Based on the site plan provided, we anticipate the proposed single -story building will have a plan area ranging from about 13,000 to 14,000 square feet. Basement construction is not anticipated, Building construction is anticipated to include light gauge steel framing, wood frarning and/or concrete masonry bearing walls found upon a reinforced concrete foundation, A conventional concrete slab is planned for the building's interior surfacing, Maximum wall and column loads are anticipated to be on the order of about 2 to 4 kips per lineal foot and 40 to 50 kips, respectively, 1070 W. 124"' Avenue, Suite 300, Westminster, CO 80234 (303) 996-2999 Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 Other relevant site development will include the installation of utilities, landscaping, a trash enclosure, and the limited construction of private parking areas. We assume the site is near rough construction grade and that earthen cut and fill depths will be limited to about 3 to 5 feet, or less. if our understanding of the project, or assumptions above, is not accurate, or if you have additional Useful information, please inform us as soon as possible. The scope of the services performed for this project included site reconnaissance by our field personnel, a subsurface exploration program, laboratory testing and engineering analysis, Field Exploration: Our scope of services included geotechnical exploration of the subsurface materials at two locations on the site as shown on the Boring Location Diagram, included in Appendix A. Borings were located using existing site features as a reference. Borings were drilled to depths ranging from about 25 to 35 feet below existing site grades and were advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stern auger. A hthologic log of each boring was recorded by our field engineer during the drilling operations. At selected intervals, samples, of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound manual hammer failing 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered, Groundwater measurements were made in each boring at the time of site exploration and one day later. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Bedrock was classified according to the Rock Classification presented in Appendix C. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and Boring Logs were prepared. These logs are presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards, M Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No,: 12.505,15 Selected soil and bedrock samples were tested for the following engineering properties: * Water content * Grain size * Dry density 0 Plasticity Index * Consolidation/Swell * Water soluble sulfates The site is Lot 6 Block 1 of the Lakemont commercial Subdivision and is located at 11937 West 1-70 Frontage Road North in Wheat Ridge, Colorado. The lot is currently vacant and is bordered by existing asphalt paved drives (and parking spaces) to the south and west and existing commercial development to the north and east. The lot appears to be at rough construction grade and was vegetated with a low growth of grass and weeds at the time of our field exploration. The lot has been graded with a slight downward slope to the south. We Understand that the overall cornmercial subdivision was originally milled for sand and gravel, Subsequent to mining, the site was reclairned and re -developed into a golf driving range. The site was then re -developed into the current cornmercial subdivision. We have no Information (fill placement, etc,) regarding the current development at the site or locations of past structures or infrastructure that may have occupied the site, Geology- Surficial geologic conditions at the site, as mapped by the U,S, Geological Survey (USGS) ('Van Horn, 1972), consist of LOUviers Alluvium of late Pleistocene Age, These materials as mapped in the area are described as silty fine (to coarse) grained sand, and clayey to sandy silt. The thickness of these materials is reportedly on the order of 10 to 20 feet. Bedrock underlying the surface units consists of the Denver Formation of Upper Cretaceous Age, These formations in the area consist of interbedded sandstone, claystone and conglomerate. Mapping completed by the Colorado Geological Survey (`Hart, 1972) indicates the site is located in areas of "Low and High Swell Potential," Potentially expansive materials mapped in this area include bedrock and a few surficial deposits. DLJ(? to the relatively gently sloping nature of the site, other geologic hazards at the site are anticipated to be low. Seismic activity in the area is anticipated to be low, and the property should be relatively Van Horn, Richard, 1972, Surficial and Bedrock Geologic Map of the Golden Quadrangle, Jefferson County, Colorado, U,S,Geoiogica� Survey, Map 1-761-A, Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Coorado Geologicai Survey, Sheet 2 of 4, 10 Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 stable from a structural standpoint. With proper site grading around proposed structures, erosional problems at the site should be reduced to acceptable levels. Soil and Bedrock Conditions: Existing fill was encountered in the borings and extended to depths ranging from about 9 to 12 feet below existing site grades. The fill generally consisted of sandy lean clay with lesser amounts of clayey sand. Sedimentary sandstone bedrock was encountered below the fill and the bedrock transitioned to claystone bedrock at depths ranging from about 19 to 21 feet below existing site grades. The claystone extended to the full depth of exploration, Other specific information regarding the lithology encountered is noted on the Boring Logs. Field and Laboratory Test Results: Field test results indicate that the clay fill soils vary from soft to stiff in consistency, while the sandy fill is medium dense in relative density. The bedrock is very hard in hardness. Laboratory test results indicate that the overburden clayey fill soils exhibit low swell potential when inundated in our laboratory. The sandstone bedrock is considered non -expansive, Groundwater Conditions: Groundwater was encountered in the borings during drilling at depths of about 12 and 14 feet below existing site grades. What) checked one day later, groundwater was encountered at depths of about 8-3/z and 10 feet below existing site grades, Based upon review of U.S. Geological Survey Maps (311ilfier, et al, 1983), regional groundwater beneath the project area predominates in unconsolidated alluvial deposits at depths generally ranging from 10 to 20 feet. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors including hydrologic conditlons, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions, Geotechnical Considerations: The site appears suitable for the proposed construction as long as the recommendations included herein are incorporated into the design and construction aspects of the project, As discussed, approximately 9 to 12 feet, or more, of existing fill was encountered in our borings. We assume the fill was placed during some phase of past development of the site. However, we have no documentation regarding fill placement and compaction, Field penetration resistance values and in-situ dry densities Suggest that the existing fill is relatively compact. In addition, swell - consolidation tests indicate that the existing fill has low swell potential when wetted. Even though our samples indicate the fill is generally suitable to remain in place and support the planned development, it is possible that zones or layers of poorly compacted fill may be encountered on the site or unsuitable Hillfer, Donald E ; Schneider, Paul A,, Jr;: and Hutchinson, E Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, Ui ked States Geological survey, Map 1-856-K. M Geotechnical Engineering Report Proposed Office Building - Lakemont, Lot 6 Block 1-° Wheat Ridge, CO PCH Project No., 12,505.15 materials (such as organics and construction debris) may be present within or buried by the fill. This risk cannot be eliminated without completely removing and replacing or recompacting the fill. At a minimum, we recommend further evaluation be performed to evaluate the fill and help the owner quantify this risk. At a minimum, we recommend that additional observation and testing be performed prior to placement of any new fill or foundation construction on the site. This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions. If the outcome of this evaluation is deemed satisfactory, it may be possib€e to leave some, or all, of the existing fill in place. We recommend that the client contact the overall developer (if possible) to obtain all earthwork and compaction test reports for any fill placed as part of the development activities. We are available to discuss potential risks, review any documents received, and provide additional services for you, upon request. Design and construction recommendations for the foundation system and other earth -connected phases of' the project are outlined below. Earthwork: The following presents recommendations for site preparation, excavation, sub rade preparation and placement of engineered fills on the project. The recommendations presented for design and construction of earth -supported elements including foundations, slabs and pavements are contingent upon following the recommendations outlined in this section. General Considerations: All earthwork on the project should be observed and evaluated by PCH. The evaluation of earthwork should include observation and testing of engineered fills, sub rade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project. Site Preparation: Strip and remove vegetation and any other deleterious materials from the site. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. As discussed, existing rnan-made fill soils are present on the site, We assurne the fill was placed as part of the previous development of the site, However, without documentation that the fill was property placed and compacted, we believe there is inherent risk that unsuitable materials may be encountered within or buried by the fill, Therefore, further evaluation of existing fill soils is recommended. This should include test pit excavations in and around the building footprint and in critical pavement areas to confirm that the fill is suitable for support of the proposed development. If the soils are not deemed suitable for support of the development, some removal and recompaction (or replacement if unsuitable materials are encountered) may be warranted. 5 Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 it is anticipated that excavations for the proposed construction can be accomplished with conventional heavy-duty earthmoving equipment. Unstable soils may be encountered as excavation approach groundwater elevation, The stability of subgrade soils may be affected by precipitation, repetitive construction traffic or other factors, if unstable conditions are encountered or develop during construction, workability may be improved by over -excavation of wet zones and mixing these soils with crushed gravel or recycled concrete and recompacting this mixture. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique, Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. • Subgrade Preparation: Subgrade soils over which new fills are to be placed, including the base of any subexcavations should be scarified to a depth of at least 12 -inches, moisture conditioned, and recornpacted prior to placement of new fill, The upper 12 inches of subgrade soils beneath footings, floor slabs, exterior PCC flatwork, and pavements should be moisture conditioned and recompacted just prior to concrete placement or pavement construction. • Fill Materials: Clean on-site soils or approved imported materials may be used as fill material upon approval of the geotechnical engineer. Imported soils (if required) should conform to the following: Percent finer by weight Gradation 6" ...... _11-1.11-1 100 3" 70-100 No. 4 Sieve........«.,,,..«.,,..,.,...,„,.«.............,...........+„ .,..............,..« ...,..... 50-100 No. 200 Sieve ... ...... ......... * ........... 20-60 Liquid Limit .. ... _ .... ... __ ............ ...... ...........«,»„ 35 (max) • Plasticity Index ...... ...... ........ ............ ...... 20 (max) • Maximum expansive potential (%)* .---1-1 .... _1----1-_ .... __ O.5 *Measured on a sample compacted to approximately 95 percent of the ASTM D698 maximum dry density near optimum water content, The sample is confined under a 500 psf surcharge and submerged, 11 Gecitechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 11505,15 • Fill Placement and Compaction: Engineered fills and other backfill soils should be placed and compacted according to the recommendations in the following table: Criteria Recommended values Lift thickness l 8 to 12 inches in loose thickness # Clayey soils: 1 to 4 percent over optimum Moisture content 0 Non -plastic sands, 2 percent below to 3 percent above optimum range Pavement areas: Optimum to 2 percent above Optimum Clays and clayey sands: ASTM D698 standard Proctor dry density Compaction 0 95 percent minimum Non -plastic sands: ASTM D1557 modified Proctor dry density 95 percent minimum — --------- Swell potential Maximum of 1 percent under a surcharge load of 500 psf ...... .... ............. ------ At a minimum, fill soils placed for site grading, any sub -excavation, utility trench backfill and foundation backfill should be tested to confirm that earthwork is being performed according to our recommendations and project specifications. Subsequent lifts of fill should not be placed on previous lifts if the rnoisture content or dry density is determined to be less than specified, * Excavation and Trench Construction: Areas of caving sand soils may be encountered at the site. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required maintaining stability of both the excavation sides and bottom. Temporary excavations should be sloped a maximum of 1-Yz to 1 (horizontal to vertical) unless the contractor's OSHA competent personnel allow for steeper side slopes. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. Groundwater seepage into excavations is not expected for excavations shallower than about 8 feet below current site grades. However, if seepage occurs or rain or snow-r-nelt water develops, it should be removed as soon as possible. Control of water in the excavation if any) should be feasible with sump pits and pumps. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions Should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. I Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1-- Wheat Ridge, CO PCH Project No.: 12,505.15 Foundation Design and Construction: Due to the presence of non- to low expansive soils and bedrock, spread footing foundations are considered acceptable for support of structures on this site. Based on the borings advanced on the site, we believe that the existing fill will be suitable for support of foundations, however, it is possible that loose or otherwise unsuitable materials may be present in the fill. The geotechnical engineer should be contacted to observe and evaluate the suitability of the remaining fill soils beneath foundation excavations at the site, prior to forming for footing construction. Where loose or otherwise unsuitable materials are encountered, removal and replacement of these materials will be required. For this site, footings and foundation wails should be designed to accommodate total foundation movement on the order of 1 inch (typical in this geologic region), if movement cannot be tolerated, deep foundations should be used and we should be contacted to discuss other alternatives. The following foundation design criteria may be used for the structural design of foundations: Criteria l Design Value Bearing Soils I Approved on-site soils or recornpacted fill I Maximum net allowable bearing pressures 2,500 pounds per square foot (psf) Min, continuous footing width i 12 inches Min. column footing width 24 inches ------ - ------- Mindepth below grade, exterior wall footingS3 B6 inches Min, depth below grade, interior footingS3 12 inches Estimated total foundation movement WwP 1 inch Estimated differential movement Y2 to f/$ inch ---------- 1, The design bearing pressure above applies to dead loads plus one-half of design live load conditions. The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions, 2. In order to maintain the minimum dead load pressure, it may be necessary to design and construct a systema of grade beams and isolated footing pads using void space beneath the grade beams between footing pads (if utilized), 1 Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. Excessive foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction, Failure to maintain proper surface drainage could result in soil -related foundation movement exceeding the above estimation. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by foundation movement. The use of joints at openings or other discontinuities in masonry wails is recommended, if applicable, M Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block I — Wheat Ridge, CO PCH Project No.: 12.505.15 Foundation excavations and subexcavation operations should be observed by the geotechnical engineer during construction. if the soil or bedrock conditions encountered differ significantly from those presented in this report, supplemental recom men dat ions may be required. Lateral Earth Pressures, As currently planned, we are not aware of any basement construction or other walls associated with the new development that will be retaining earth, other than possible low retaining walls. if below -grade construction is to be incorporated into the design of the structure, we should be contacted to review our report and provide additional recommendations, with specific regard to subsurface drainage systems. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls are shown below. For active pressure - Movement (0.002 Z to 0.004 Z) FinishedFor at -rest pressure - No Movement radeT_ AsSUrned H h) Z P2 P1 Active earth pressure is commonly used for design of freestanding cantilever retaining wails and assumes wall movement. The "at -rest" condition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to those indicated in the following table. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. EARTH PRESSURE COEFFICIENTS Earth pressure coefficient for backfill Equivalent fluid Surcharge Earth pressure conditions type pressure, pcf pressure pl,psf 1132, PSf Active (Ka) On-site clay soils - 0.37 45 (037)S (45)H -- — ---------- ------- site clay sails - 0 54 65 3 (0 54)S (65)H Passive (Kp) On-site clay soils — 23 275 --- M Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block I — Wheat Ridge, CO PCH Project No.: 12,505.15 Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0,002 Z to 0)M4 Z, where Z is wall height • for passive earth pressure, wall must move horizontally to mobilize resistance • uniform surcharge, where S is surcharge pressure • in-situ soil backfill weight a maximum of 120 pcf • horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density • loading from heavy compaction equipment riot included • no groundwater acting on wall • no safety factor included ignore passive pressure in frost zone Backfill placed against structures may consist of the on-site soils with maximum particle sizes on the order of 4 to 6 inches. To calculate the resistance to sliding, a value of 0.35 may be used as the ultimate coefficient of friction between the footing and the underlying soil. if utilizing passive pressure for resistance, a coefficient of 0,30 should be used. We recommend a perimeter drain be installed at the foundation level to control the water level behind any walls that retain soil (basement or crawlspace walls or retaining walls, if applicable). if this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions,, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided, Seismic Considerations: Based on the soil conditions encountered in the test holes drilled on the site, seismic Site Class C is appropriate for the site according to the 2009 International Building Code (Table 161-3,5,2), This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed by the code, Floor Slab Design and Construction: The existing, low expansive fill soils at the site should be suitable for support of the interior floor slab (provided that further evaluation of the fill materials is performed as described above). Some movement of a slab -on -grade floor system is still possible should the subgrade soils become elevated in moisture content. We estimate that potential total slab movement wik be on the order of 1 -inch, provided that the other recommendations in this report are followed. Additional movement could occur should the subsurface soils be allowed to dry before slab construction or become wetted to significant depths, which could result in excessive movement. if slab movement cannot be tolerated, the use of structural floor systems supported on deep foundation elements, independent of the subgrade soils should be considered, M Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1-- Wheat Ridge, CO PCH Project No.: 12.505.15 To reduce potential slab movements, the subgrade soils should be prepared as outlined in the "Earthwork" section of this report and adequate surface drainage needs to be r-naintamed. The following additional recommendations should be considered in the design and construction of the building when using a conventional slab -on -grade floor: Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. Control joints should be provided in conventional slabs to control the location and extent of cracking. A minimum 2 --inch void space (slip joint) should be constructed below non-bearing partition walls placed on the floor slab. if this void must be constructed above the partition, some drywall cracking will likely occur prior to mobilization of the slip joint. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. The isolation should be checked and maintained throughout the life of the project. interior trench backfill placed beneath slabs should consist of on-site soils, moisture conditioned and compacted in accordance with recommended specifications outlined below. The use of a vapor retarder should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will Support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder. 0 Floor slabs should not be constructed on frozen subgrade. Other design and construction considerations, as outlined in Section 302,1R of the ACI Design Manual, are recommended. Surface Drainage and Landscaping: All grades must be adjusted to provide positive drainage away from structure during construction, and it is imperative that grades be maintained throughout the life of the development, Water permitted to pond near or adjacent to the perimeter of structures (either during or post -construction) can result in significantly higher soil movements than those discussed in this report, As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained, and water is allowed to infiltrate the supporting subgrade. M Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO P01 Project No.: 12.505.15 We normally recommend exposed ground (not covered by driveways or sidewalks) around foundations be sloped at a minimum of 10 percent grade for at least 5 to 10 feet beyond the perimeter of the building, where possible. The use of swales, curb cuts, sidewalk chases and/or area drains may be required to facilitate drainage in unpaved areas around the perimeter of the building. After building construction and prior to completion of landscaping, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. A review of grading should also be performed after landscaping to assure grades have been maintained. Areas where foundation backfill has settled should be repaired immediately to prevent ponding of water adjacent to foundations. Based on Our experience, roof drain downspouts tend to deliver large amounts of water near foundations. Downspouts should discharge on flatwork or pavements or be extended away from the structure a minimum of 5 feet through the use of splash blocks or downspout extensions, A preferred alternative is to collect roof drains to discharge to storm sewers by solid, rigid PVC pipe or daylighted to a detention pond or other appropriate outfall. The project Civil Engineer should be consulted to design the system if this option is considered. We do not recommend discharging flow below the ground surface using flexible pipe, as slopes and pipe grades are difficult to maintain using this product. Outfalls should be protected from damage, blockage, and small animals, landscaped irrigation adjacent to foundations should be minimized or eliminated. Planters located adjacent to structures or Other critical features should preferably be self-contained. Sprinkler mains and spray heads should be located a rninimum of 5 feet away from the building line and outside the foundation backfill zone, if possible. Trees or other vegetation whose root systems have the ability to remove excessive moisture from the subgrade and foundation soils should not be planted next to the struCtUre. Trees and shrubbery should be kept away from the exterior edges Of foundations, a distance at least equal to 1.5 times their expected mature height. Backfill against foundations, exterior walls and in utility and sprinkler line trenches should be well compacted and free of construction debris to reduce the possibility of moisture infiltration. Utility trenches are a common source of water infiltration and migration, All utility trenches that penetrate beneath buildings should be effectively sealed to restrict water intrusion and flow through the trenches that Could migrate below the building. We recommend constructing an effective clay "trench plug" that extends at least 5 feet out from the face of building exteriors. The plug material should consist of on-site clayey soils compacted at a water content at or above optimum water content. The fill should be placed to completely surround utility lines and be compacted in accordance with recornmenciations in this report - Pavement Design and Construction: Design of private pavements for the project has been performed in general accordance with the Colorado Department of Transportation (CDOT) design methodology utilizing American Association of State Highway and Transportation Officials (AASHTO) design methods. Public roadway improvements, if any, will require a formal pavement thickness design be provided to the City of M Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1-- Wheat Ridge, CO PCH Project No.: 12.505.15 Wheat Ridge for approval prior to pavement construction. We are available to discuss these additional services with you, if needed. The referenced design methods are based on the subgrade soil support properties and anticipated Existing Fill: As discussed, we estimate that approximately 9 to 12 feet, or more, of man-made fill is present at the site. Existing fills can present a greater than normal risk of post -construction movement of foundations, concrete slabs and other on grade structures supported on these materials. Because of the inherent uncertainty associated with the composition and engineering properties of undocumented fills, there is risk of poor pavement performance. This risk cannot be eliminated within complete removal and recompaction of existing fill soils, however, the risk can be reduced by additional subsurface evaluation during construction and a thorough proofroll of the pavernent subgrade soils. Existing fills should be further evaluated by excavation of test pits prior to pavement construction. At a minirnum, the subgrade materials should be scarified, moisture - conditioned and recompacted to a depth of 12 inches. • Subgrade Soils: The clayey soils encountered at the site are considered to generally offer poor pavement support. Based on the properties of these subgrade soils, we have estimated a resilient modulus of 3,025 psi for the subgrade soils. At a minimum, we recommend pavements bear on 12 inches of moisture conditioned and recompacted soils, just prior to paving. A proofroll should be performed to confirm the stability of subgrade. Assumed Traffic: We assurne that pavements associated with the project may include private drive lanes, driveways, fire lanes, and surface parking for automobiles and light trucks. We assume that private pavements will be surfaced with either asphalt concrete or Portland cement concrete. Any improvements to adjacent public roadways will need to be designed and constructed according to the governing standards. Based on our experience with similar projects, the following traffic criteria were used for determining pavement thicknesses using a design life of 20 years: Driveways and parking stalls - maximum daily traffic of 1,000 cars per day (equivalent single -axle loads, ESAL's of 22,000) Main site access drives and fire lanes — up to 5 trips/ ay by single -axle delivery trucks per day, 1 combined -axle truck per day and 1 trash truck per day, plus maximum daily traffic of 1,000 cars per day (73,000 ESAL's) The owner should review these assumptions, and we should be contacted to confirm or modify these resulting pavement sections, if needed. IN Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 Pavement Sections: Recommended alternatives for flexible and rigid pavernents are summarized for each traffic area as follows: Preliminary Pavement Thickness (inches) Traffic Area Alternative Asphalt Concrete Aggregate Base Portland Cement Surface Course Concrete A 5 -Mi Light -Duty Automobile and Light Truck B 4 6 Parking Only C 5 A 6-Y2 Heavy -Duty Private Drives, Fire Lanes, B 5 6 Delivery truck access C 6 Pavement thicknesses recommended are based on approved subgrade materials being property moisture conditioned and compacted prior to paving. For areas subject to concentrated and repetitive loading conditions such as clumpster pads, and ingress/egress aprons, we recommend using a Portland cement concrete pavement with a thickness of at least 7 inches, For durripster pads, the concrete pavement area should be large enough to support the container and tipping axle of the refuse truck. Each alternative should be investigated with respect to current material availability and economic conditions. Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, Moisture conditioned, and properly compacted to the recommendations in this report Immediately prior to paving. We recommend the pavement areas be rough graded and then thoroughly proofrolled with a loaded tandem axle dump truck prior to final grading and paving. Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the materials with properly compacted fills. All pavement areas should be moisture conditioned and properly compacted to the recommendations in this report immediately prior to paving. RE Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.. 12.505.15 Pavement Materials: Materials and construction of pavements for the project should be in accordance with the requirements and specifications of the City of Wheat Ridge and CDOT. Aggregate base course (if used on the site) should consist of a blend of sand and gravel that meets strict specifications for quality and gradation,. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding 6 inches and compacted to a minimum of 95 percent standard Proctor density (ASTM D698), Asphalt concrete should be composed of a mixture of aggregate, filler and additives (if required) and approved bituminous material. The asphalt concrete should conform to approved mix designs stating the Hveem properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in asphalt concrete should meet particular gradations. Material meeting CDOT Grading S or SX specifications or equivalent is recommended for asphalt concrete, Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3 -inch lifts and compacted within a range of 92 to 96 percent of the theoretical maximum (Rice) density (ASTM D2041) or 95 percent Hveem density (ASTM D1560, 131561), Where rigid pavements are used, the concrete should be obtained from an approved mix design with the following minimum properties: * Modulus of Rupture @ 28 days * Strength Requirements * Cement Type . ....... ...... * Entrained Air Content,.—... 0 Concrete Aggregate.... ..... 650 psi minimum ASTii C94 ..........................Type If Portland 6 to 8% ... ASTM C33 and CDOT Section 703 Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes frorn the time the water is added to the mix. Other specifications outlined by CDOT should be followed, Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation, The location and extent of joints should be based upon the final pavement geometry, Sawed joints should be cut within 24 hours of concrete placement and should be a minimum of 25 percent of stab thickness plus 1/4 inch. All joints should be seated to prevent entry of foreign material and doweled where necessary for load transfer. HE Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12,505.15 Exterior Slab Design and Construction: Flatwork will be subject to movement, particularly when bearing on backfill soils adjacent to the foundation and underground utility lines. The amount of movement will be related to the amount of wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural el(,,mients. To reduce the potential for damage, the following could be considered: • exterior slabs could be supported on a zone of fill with no, or very low, expansion potential, • strict moisture -density control should be used during placement of subgrade fills, • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. • provision for adequate drainage in areas adjoining the slabs. • use of designs that allow vertical movement between the exterior slabs and adjoining structural elements. • support of critical flatwork on haunches attached to the foundation • Underground Utility Systems: All underground piping within or near the proposed structures should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in foundation walls should be oversized to accommodate differential movements and anticipated backfill settlement. Coarse-grained backfill materials should not be placed within 3 feet of building penetrations to minimize the potential for transmission of surface water into the building. New utility trenches entering beneath the building should be backfilled entirely with an on-site clay soils to construct an effective "trench plug" extending at least 3 feet beyond the face of the perimeter foundation. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas, SO I the area, we recommend concrete manufactured using ASTM Type 11 Portland cement, or equivalent, should be used for project concrete. Foundation concrete should be designed for moderate sulfate exposure in accordance with the provisions of Section 318, Chapter 4, of the ACI M Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505A5 GENERALCOMMENTS PCH should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. PCH should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplernental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about 'the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices, No warranties, express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless PCH reviews the changes, and either verifies or modifies the conclusions of this report in writing, ,17 Geotechnical Engineering Report Proposed Office Building — Lakemom Lot 6 Block I — Wheat Ridge, CO PCH Project No.: 12.505.15 BORING LOGS 0 c,a 0 z cr 0 x Q c� li 04 0 c,a 0 z cr 0 x Q c� li Pickering, Cole, & Hivner BORING NUMBER I 1070 W, 124 Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO. 80234 PCH Telephone: 303.996.2999 CLIENT, C,11s anC,11 Hornes of Colorado PROJECT NAME opqL useqqL1q!qq_: _Lakemont, Lot 6 Block.1.__..._____a _ PROJECT NUMBER 12,505,15 PROJECT LOCATION Whop id I co DATE STARTED e.1/7/16 COMPLETED 1/7116 GROUND SURFACE ELEV,5433 PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Vine Laboratories GROUND WATER LEVELS: DRILLING METHOD CME-55/Solid Strtm 12,00 ft Elev 5421,00 ft _'Z DURING DRILLING ------- LOGGED BY NIS CHECKED BY AG AFTER DRILLING 8,50 If i Etev 5424,50 ft V8/16 SURFACE CONDITIONS v Low ss2Eq F-� 0 LU 0 0 LU Q;'� U) O'�i ZX C- =01 LU Uj � D ztom,0<z CL 5 MATERIAL DESCRIPTION a. _j0 Uj Z umb > �- 0 CL Uj < a U) Cbz 'D X 0 75 z WDO LU 2 0 X W 0 D a. varies to Clayey Sand, with Ftx -f( X x Claystone/Sandstone fragments, light brown, brown, dark, brown, crey, iron -stained, moist to wet, soft to still CL CB 100 18/12 113 1 117 +06/500 L 5 CL CB i 100 18/12 12,6 117 +0,4/500 X, IF 10 CL CB 0 5/12 Cx F _.__.._.,. ._., .. .._. _.a.... ..,_._ __ t 6 X 12 ST C3 EP_RP_QK, fine grained, fight brown, brown, moist to wet, very hard 15CB 0 501 4 5 1 --------- - __1 5414�0 c;_ARQy_gLAy_STQNg_§KQRQ9K, brown, grey, iron -stained, 20 CB 100 5015 18AT101 moist, very hard CB 100 50 5 Approximate bottom of borehole at 25,0 feet. BORING2 Pickering, Cale! & Hivn r 1070 WV 124 Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO, 80234 PCH Telephone: 303,090,2000 CLIENT " iE i at1 Harries of Colorado PROJECT T NAN1 Pro rc c3 C?itic _ sa iclinc lk t'ggq' k € i Block PROJECT NUMBER 1"1505 15 PROJECT LOCATION . heat Fid �• �> rv_�.w�_.._ _ DATE STARTED .._117/16 w.. _ ... _._ COMPLETED 117/16 GROUND SURFACE ELEV.5430,5._ PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Vine Laboratories GROUND WATER LEVELS; DRILLING METHOD ._C ME 55/Solid Stem Afrir . DURING DRILLING 14.00 ft f bleu 5416.50 €t LOGGED BY MS ...�� _.._ . CHECKED BY w.AC� ..rv_ -_.. AFTER DRILLING 10,00 ft d Eley 5420.50 ft 1/8116 a....� SURFACE CONDITION auw 0 ca 0 LU., , ua (D lz . 1 NNAiEFt1AL ESCR9PTIC t �u`' 0 � r > i � � � cra � {{(° z � l � c� e 4 s ? 6 F U) f Uj .C2 � y i� 1 rL < zi V i�.� i�.r 3Lu 2 € ! a ��p ` 4 `y N .t. �w„ci 6i & Cri iwSN..e i�i���Q{'.si. s F a9aplaalt debris, dark brown, bCCi4VCM, moist, Stlff(ii"leddl3Cii CtC;taSE: 0 ! " 5 ACL/SCB 100 17112,_,_ 89 108 KIM L5 S QN ROCK, fine grained varies clayey, light brown, brown, iron -stained, moist to Beet, very hard ti 10 CS 1 100 € 50,16 1315 106 -0,2/500 a _ �10 h CR t 1€ 0 5015 ( 19,7 -021500 IL y ! ti" �k kk 4i 5 1>a � ._ _..,... 20 ._ m moo) `; �_ 9Y C' Yajg grey. 3a2eie-grey, broevr c iiori +varied. moist, very hard � k s 25 1 fiii 50/6 14:t 120 cz rs _ � r s sn J35 5> a. X35 CR 100 50/5 16.E 117 9 Approximate bottom of borehole at 35.0 feet, s CJ rs CJ 0 Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No.. 22.505 ,S APP N D IIXI A LABORATORY TEST RESULTS a Pickering, Cole, & Hivner SWELUCONSOLIDATION i EST 1070 W. 124 Avenue, Suite 300 Westminster, CO. 60234 H Telephone: 303.996.2999 CLIENT _C,1 . an Hcarnes of Colorado , , ..w_.. e ..............___- PROJECT NAME Eropqsed Off ic� Buil ire µqt AkffMaartt _ cit 6 Block ? PROJECT NUMBER 12-505,15 _ ._._...._ PROJECT LOCATION Wheat Fi des€ e. C3 -- E } 6 l I D LU a 2 LU S ry I i I s -_. 1 i ! __�__..... _ _�_. _---- ___._._r_m ._...___�._ .��____.__ __ I _ �..__. _.__..r._____..._.._ } _ .---_. -�..� -__r ___� ._.._. l 4 LU s f 0.1 1 10 100 APPLIED PRESSURE, ksf a BOREHOLE DEPTHI Classification a MC% FILL SANDY Y _ 117 1 _.._ -___..r__ �..___.�� _ Notes: Water Added to Sample at 500 psf. Date. 1-11-2016 SWELUCONSOLIDATION TEST Pickering, , Cale, & Hivner 1070 W. 124 Avenue, Shite 300 Westminster, CO. 3€ 234 PCH Telephone: 303.99 ,2999 CLIENT Colorado _.____..__._.._._....._..._....,___ _ . w PROJECT NAM PLgpn:ed gG?ffi e� a or14sr� _ � �kc csrsi lofBlock PROJECT NUMB R 12,505,15 _.....w_.__._._._ PROJECT LOCATION Wh 1V APPLIED PRESSURE, ksf BOREHOLE DEPT tt Classification ----------- 4.0 _4 FILL . SANDY LEAN CLAY Notes: Water Added to Sample at 500 pst, Pickering, Cale, & Hivner SWELUCONSOLICIATION TEST 1070 W, 124 Avenue, Suite 300 Westminster, CO. 80234 PCH Telephone: 303.996.2999 CLIENT Gill, far Hornes_of Colorado ____.._.. PROJECT NAME cs ci Office uQldf_a1 akemar?f Lctrv6. B1ockwl__ PROJECTNUMBER . 12.505,1 , _. . __..._ ,._.. ..._. PROJECT LOCATION r �..�. I f 0 LU # 1 [ t # 2 ------ �._ _ 7 f # d # k 0 1E1 F I -4z ..a... _ .. _ r 0 _3 y p p -1 _._.... _ .__ �_— �_, .,_,_ L _.,._.�. . i ...1..£__S_.._._ ._,_.__.._ _.__ i .....___� ._. _._ � L —1—�i __ _ .. ._ � _ _.. � _.._._I w d � 100 Ci.1 1 10 t tfS +"tP#" i..,PEt1 PRESSURE, kst C+S o -K i BOREHOLE DEPTH 1 Classification "Y4 # MC% ..._ SANDSTONE N EDRO 1(i6 I 14 k Notes: Water Added to Sample at 500 psf, mate. 1-11-2016 Pickering,. Cole, & Hivner SWELUCONSOLIDATION TEST 1070 W. 124 Avenue, Suite 300 Westminster, CO. 30234 PCH Telephone: 303.996.2999 CLIENT ._Gill n Horner of Coloradow._ PROJECT NAMEPrct_.Laken ont_Lot 6 Black 1 X PROJECT NUMBER _ 12,505,15 _ _. __..._ __. PROJECT T LOCATION Wh at . (>_._ t E 2 i I E i I I I I ? 4_. m_..W. i I I 3 y 2 _ ._ _ "---- a_.._. t f E I r m LD j i E F F 0 to ry t } -------------- _ __ �_... _...._r k :ba E 0.1 V APPLIED PRESSURE, ksf IU BOREHOLE DEPTH! las ification 0 2 SANDSTONE BEDROCK Notes: Water Added to Sample at 500 psf. CL 4 + LS # a. F 0 I Z N CL t t C ` g I Z 0( _° a CL 31'9 , m E + } s 3 I ml '. CL ii ii 1 ca 211 V) E E c ui BUJ E � ` _,w._._ _..,..,....� _...� ... { ._,......_ ......_, _.._. I t 7 Com.) J C) CD C7 f t U) t t') — `. w " ' 8 Cit a Wo P e C C) C> a =Lit C -o ' 1 (m Iri 1- Cil 1 N I ! S 4 s 1 Y 3 s €L t ' k I0 2 � E ct C u < Z u Lu I� 0 W}i}Ui` < 0 0 a C14 rad # c i ? zEz < 04 Z5 o i3 a: N { 't Q CQ C) W _._ s0.. r r( G r— C t N INN; tV Tt1 I CCi g # 1 (3 CL .•!"c9:> t. X-0018 9101-SN0v1J 1nV'l 91. 9097i\9 'FtOe, 030 S10'3f'0'#dUN1EAA3°31t339S:?„ti;34Ni"l000<)iiend`683""3nv0 • St 9WIL.Z Lao'evi sn 01S INID ' A. ,§v'mns evi Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 APIPENIDII-XI-C SS: Split Spoon - 1%" I.D., 2" 0,D,, unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube — 2,5" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" LD., 3" 0,D., unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92" LD., 25' O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer failing 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" Q.D. California Barret samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound harnmer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value", WL: Water Level WC11 Wet Cave in DCI: Dry Cave in AB: After Boring WS: While Sampling WD: While Drilling BCR: Before Casing Removal ACR: After Casing Removal Water leveis indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. • FINE-GRAINED SOILS COARSE-GRAINED SOILS Other Constituents BEDROCK Trace CB I S 1qj CB Lq L§_S_1 Relative Lq CB iq_S1 With Blows/Ft, Blows/Ft. Cons!ggM Blows/Ft. Blows/Ft. gen ii Plows/Ft. Blows/Ft. Consistenc <3 0-2 Very Soft 0-5 < 3 Very Loose < 24 < 20 Weathered 3-5 3-4 Soft 6-14 4-9 Loose 24-35 20-29 Firm 6-10 5-8 Mediurn Stiff 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 11-18 9-15 stiff 47-79 30-50 Dense 61-96 50-79 Hard 19-36 16-30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAIN SIZE _TERMINOLOGY GRAVEL D2§crji Lfi)tq Terms of Percent of Other Constituents Pry Weis ht Trace < 15 With 15-29 Modifier > 30 DID aIwzjtl Boulders Over 12 in. (30 mm) Cobbles 12 in. to 3 in, (300mm to 75 mm) Gravel 3 in, to #4 sieve (75mrn to 4.75 mm) Sand #4 to #200 sieve (4,75mm to 0,075mm) Silt or Clay Passing #200 Sieve (0,075mm) _PLASTICITYDESCRIPTION Descri Aive Terms of Percent of Other Constituents Pry Weight Term R!astFcit Incf �r Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Mo6fiers > 12 Medium 11-30 High 30+ 94&1 Criteria for Assigning Group Symbols and Group Names Using Laboratory TeStSA Soil Classification For classification of fine-grained soils and fine-grained traction 50 Group Equaiion of "A" - line Fiorzonjal at PI=4 10 X 40 Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu z 4 and I s Cc s, 3' GIN Well graded gravel' More than 50$6 retained More than 50% of coarse Less than 5% fines' Cri < 4 and/or 1 Cc > Y GP Poorly graded gravel' fraction retained on on No, 200 sieve No, 4 sieve Gravels with Fines More Fines classify as ML or MH Got Silty gravel`-` than 12% fines' Fines classify as Cl. or CH GC Clayey gravel" Sands Clean Sands Cu 4 6 and 1 � Cc a>, 3r SW Welt graded sand' 50% or more of coarse Less than 51X, fines z' Cu <i anchor I > Cc :r SP Poorly graded sand' fraction passes No, 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sand"" More ffiwi 12% fines' ------ Fines classify as CL or CH, SC Clayey sand' Fine -Grained Soils Silts and Clays Inorganic P1 > 7 and plots on or above 'A" line' CL Lean clay"' 50% or more passes the Liquid firnit less than 50 P1 < 4 or plots below "A" fine" ML Silt No. 200 sieve Organic Liquid limit - oven Organic clay" < 0,75 dried OL Liquid limit - not Organic silt"-" dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clay" Liquid limit 50 or more P1 plots below "A" line MH Elastic silt" Organic Liquid limit - oven dried Organic clay" , O.75 OH Liquid limit - not dried Organic sift` ax s Highly organic Soils Printably organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3 -in, (75 -mm) sieve e, if field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. `Gravels wit-, 5 to12% fines require dual syrnbols: GW -G%1 well graded gravel with silt, GW -GC, well graded gravel with clay. GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. L'Sands with 5 to 12% Mies require dual symbols: SW -SM well graded sand with sdt. SVV-SC well graded solid with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay C u = D, ,/D! (, Cc- i3 x D6o If soil contains z., 151% sand, add "with sand" to group narne, "if fines clasiffyas CL -ML., Use dual symbol GC -GM, or SC -SM. 60 For classification of fine-grained soils and fine-grained traction 50 of coarse-grained soils Equaiion of "A" - line Fiorzonjal at PI=4 10 X 40 then Pk-,() 73 (LL -20) LU EqLratQn of "U" - fire Vertical at LL,16 Cr Pl"T/ 30 then K-0.9 (LL -8) Cfa 20 a- P'If fines are organic, add "with organic fines" to group name, If soil contains a 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL -ML, silly clay. If soil contains 15 to 29% plus No, 200, add "with sand" or "with gravel," whichever is predominant, If soil contains o 30% plus No, 200 predominantly sand, add sandy" to group narne. "'If soil contains c 30% plus No. 200, predominantly gravel, add "gravelly" to group narne, %P1 a 4 and plots on or above "A" line, c'lof < 4 or plots below "A' time. Pi plots on or above "A" line, PI plots below "A" line. e to 7 ML or OL I 0 t0 16 Wtia 30 40 50 60 70 80 90 100 Ito ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind, The sediments may composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or chemical or organic origin. The sediments are usually indurated by cementation or compaction. I Chert Very fine-grained siliceous rock composed of micro -crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dollornite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(CO3'1 May contain noncarbonate impurities such as quartz, chart, clay minerals, organ matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3)- May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides, Reacts with hydrochloric acid Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials, The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material, Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 rum in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. To: Tom Jackson Jackson Engineering MEMEM Gilligan Homes Re: 11937 W. 1-70 Frontage Rd North Tom and Kevin, An initial review was performed for the drawing submittals for the proposed building project at 11937 W. 1-70 Frontage Road North. In order to continue with the plan review of the project, please provide responses for the following items: I. Provide specific clarification for the types of materials to be stored or displayed in the S- 2 and M occupancy classification areas on drawing A-2. 2. Provide proper number of plumbing fixtures for both male and female facilities as per 2012 IBC section 2902.1. 3. Provide detail drawing for drinking fountains and bathrooms for accessibility compliance. 4. Provide proper floor drains as required. 5. Provide detail drawing for water heater. 6. Provide mechanical exhaust for shower area. 7. Provide detail drawing for accessibility compliance for break room. 8. Provide design professional stamp on landscaping drawings, 9. Provide detail on vestibule/vestibule doors dimensions and distances for accessibility requirement compliance sheet A 1.0. 10. Provide shower detail drawing for accessibility compliance. 11. Provide dock, door weather seals for garage doors as per energy code requirements C402A& 12. Provide 3 hr. fire barrier rating between Shop F- I occupancy and remainder as per IBC 13. Provide door and window schedule and details including safety glazing locations and fire rated door locations. 14. Provide dimension between exterior doors adjacent fire barrier sheet A 1.0. 15. Provide details for door closer for garage door and rating of door in fire barrier sheet A 1.0. 16. Provide detail for load bearing fire barrier at mezzanine area. 17. Provide architectural detail drawings for soffits and wall types. 18. Provide stair detail for mezzanine. 19. Provide clarification for footings and stein wall details for proper denotation and placement sheet A2.0, A2.1. 20. Provide corner details for foundation rebar to bends, ties, and laps and rebar sizes sheet A 2.1. 21. Provide clarification for details for pedestal P-1, P-2, and P-3 drawings to provide rebar sizing and placement. 22. Provide structural detail for block walls including rebar and cavity fill. 23. Clarify dimensions on sheet A 3.0 and structural drawing submittals to verify dimensions are correct on both, 24. Clarify design for wind load on steel drawing to meet compliance with wind load design criteria. 25. Clarify seismic design criteria and design. 26. Clarify mezzanine live and dead load design. 27. Clarify design of roof drainage to show auxiliary drainage requirements per IBC see, 1503.4.1. 28, Provide Manual J and D for HVAC compliance verification. 29. Provide stamped drawings from design professional for landscape drawings. 30. Provide details on drawings showing thermal envelope compliance with CO check certification submittals for wall and ceiling construction and insulation types. 31. Provide proper denotation for Plumbing drawings currently shown as mechanical drawings M-2 and M-3, 32. Floor plan layout needs to match on all drawings as shown on drawing A I A 33. Provide detail on safety rails at mezzanine. 34. Project will need to be re -reviewed based on too many missing details. Please cloud all revisions on revised plan submittals and submit responses under each one of our Thank you, Brad Umbarger Wheat Ridge Building Division bumbarp-crt)ci.wheatridge.co.us 303-235-2882 2083EM3= Energy Code: � V�� � r,�� v h�, c'A �t' t"2"" V 'i, I 1_0- 9 Project Title, Lakernont Landing Lot 6 or Locatrom Wheat Ridge, Colorado Climate Zone, 5b Envelope Compliance Certificate Vertical Glazing,' Wall Area: 17% 0,035 Construction Site: 2083EM3= Energy Code: 2012 ICC Cavity Cont. Project Title, Lakernont Landing Lot 6 or Locatrom Wheat Ridge, Colorado Climate Zone, 5b Project Type New Construction 3250 Vertical Glazing,' Wall Area: 17% 0,035 Construction Site: OwnerlAgent Designer/Contractor. 11937 1-70 Frontage Road North Kevin Gilligan Kevin Gilligan Wheat Ridge, CO 80033 Gilligan Family Limited PArtnership Gilligan Commercial Contracting 0.035 4374 E. Phillips Place 4374 E. Phillips Place Centennial, CO 80122 Centennial, CO 801,22 Roof 3: MetaE Building, Standing Seam, Double insulation Layer with 303-419-8596 303-419-8596 0,028 kgHh6@gmaH,corn kgMi6@gmail.corn Building Area Floor Area 1 -Workshop , Nonresidential 3250 4736 2 -Office : Nonresidential 1411 &035 3 -Showroom (Retail): Nonresideritiai 3756 4 -Warehouse w/ min 0 -1-- -------- - - Nonresidential 4736 -------- Exterior 'Nall 8: Steel -Framed, 24" o.c,, [Bldg, Use 4 - Warehouse w/ Additional Efficiency Package 0,0 22.0 0.040 Reduced inteiror lighbrig power. Recturrements are implicitly enforced within interior hghting allowance calculations, Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Facton.r Perimeter Roof I Metal Buliding, Standing Searn, Double Insulation Layer with 3250 160 22,0 0,028 0,035 Thermal Blocks (c), (Bldg Use I - Workshop] Roof 2' Metal Building, Standing Searn, Double Insulation Layer with 1411 '16,0 22.0 0.028 0.035 Thermal Blocks (c), [Bldg, Use 2 - Office] Roof 3: MetaE Building, Standing Seam, Double insulation Layer with 3756 16 O 22,0 0,028 0,035 "Thermal Blocks (c), (Bldg, Use 3 - Showroorn] Roof 4, Metal Building. Standing Seam, Double Insulation Layer with 4736 16,0 22.0 0.028 &035 Thermal Blocks (c), [Bldg- Use 4 - Warehouse w/ min 70 pot daylighting] Exterior 'Nall 8: Steel -Framed, 24" o.c,, [Bldg, Use 4 - Warehouse w/ 820 0,0 22.0 0.040 0.064 min 70 act daylighting] Door 8: insulated Metal, Non -Swinging, [Bldg, Use 4 - Warehouse w/ 168 --- 0.058 0.058 in 70 p --t daylighting] Door 9, Insulated Metal, Swinging, [Bldg Use 4 - Warehouse w/ min 70 21 --- 0.800 0,370 act daylighting) Door 10' Insulated Metal, Non -Swinging, [Bldg, Use 4 - Warehouse w! 168 --- --- 0.058 0.058 min 70 p:t daylighting] Floor 1: Slab -On -Grade: Unheated, Vertical 3 ft,, [Bldg. Use I - 120 --- 7.5 0r530 0540 Workshop] t;b) Floor 2: Slab-On-GradeUnheated, Vertical 3 ft,, (Bldg. Use 2 - 100 T5 0,530 0540 Office] (t,) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\Nly Docurnents\Lakernont Buddinq\11937 1-70 Frontage Road North 25.cck Page 1 of 20 Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factorial Perimeter F;oor 13,lad-On-Gracle Unheated, Vertical 3 It [Bldg. Use 3 - 120 7.5 0530 0540 Showroom] (b) Floor 4: Slab -Ori -Grade. Unheated, Vertical 3 ft,, [Bldg. Use 4 - 140 --- 75 0530 0.540 WarehoL,se wl oun 70 pot daylightmg] (b) MOR -Th Exterior Wall I copy 1 Steel -Framed, 24" o,c., [Bldg. Use I - 3040 00 22.O 0.040 0.064 Workshop] Exterior Wall 2: Steel -Framed, 24" o,c., [Bldg Use 2 - Office] 3040 0,0 220 0.040 0.064 F_ABI Exterior Wall 2 copy I Steer-Frarned, 24" is c, [Bldg, Use 2 - Office] 380 00 22.03 0,040 0064 Exterior Wall 7 Steel -Framed, 24" o.c, [Bldg Use 3 - Showroorri] 1260 00 22,0 0,040 0,064 Window i, Metal Frame with Thermal Break:Fixed. Part, Type Energy 131 --- 0,650 0,380 code default, Double Pane, Tinted . SHGC 0 60, [Bldg, Use 3 - Showroom] Exterior Wall 3 Steel -Framed. 24" o,c,, [Bldg. Use 3 - Showroom] 1260 0.0 22,0 0.040 0,064 Window 3: Metal Frame with Thermal Break: Fixed, Pert. Type: Energy 210 --- 0,650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 3 - Showroom] oyindiow 4. Metal Frame with Thermal Efieak:Frxed, Pert. Type. Energy 210 0,650 0.380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg, Use 3 - Showroom] Window 5: Metal Frame with Thermal BreakYrxeg, Pert Type Energy 88 0650 0380 code default, DOLIble Pane, Tinted, SFiGC 0.60, [Bldg, Use 3 - Showroom] Door 4 Gass t> 50% giazrng)r4elal Frame, Entrance Door, Flerf, Type 21 --- 0800 0,170 Energy code default, Double Pane, Tinted . SHGC 0.60, [Bldg, Use 3 - Showroom] Door 5Glass (> 50% glazing):Metai Frame, Non -Entrance Door, Fed 64 --- --- 0,800 0.770 Type: Energy code default, Double Pane with Low -E, Tinted , SHGC 0,60, (Bldg Use 3 - Showroom] Exterior Wall 4 Steer-Frarned, 24" o,c., [Bldg. Use 4 - Warehouse w/ 2050 OR 22,0 0,040 0,064 rnin 70 act daylighting] Window 7: Metal Frame with'Thermal Break:Fixed, Part. Type: Energy 210 --- 0650 0.380 code default, Double Pane, 'Tinted SHGC 0,60, [Bldg Use 4 - Warehouse wl min 70 pct daylighting] Window 7 copy 1: Metal Frame with Thermal Break:Frxed, part Type 210 --- 0.650 0.380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg Use 4 Warehouse wl mm 70 pro daylighbrig] Window 7 copy 2: Metal Frarne with Thermal Break:Fixed, Perf, Type: 210 --- 0.650 0,380 Energy code default, Double Pane. Tinted, SHGC 0.60, (Bldg, Use 4 - Warehouse wl min 70 pct daylighting) Window 7 copy I Metal Frame with Thermal Break:Fixed, Pert, Type- 210 ... --- O 650 0,380 Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg, Use 4 - Warehouse wl min 70 pct daylightmg] Window 7 copy 4: Metal Frame with Thernial Break:Fixed, Part, Type. 210 --- 0,650 0,380 Energy code default, Double Pane, Tinted , SHGC 0,60, [Bldg. Use 4 - WarehOUSe wl min 70 not daylightrig] Window 7 cony 5: Metal Frame with Thermal Eireak:Fixed, Pen, Type- 78 --- --- 0Z50 0.380 Energy code default, Double Pane, Tinted, SHGC 0.60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Door 6, Glass k> 50516 glazing): Metal Frame, Non -Entrance Door, Pen 21 --- --- 0.800 0,770 Type: Energy code default, Double Pane, Tinted, SHGC 0,60, [Bldg. Use 4 - Warehouse w/ inin 70 pct daylighting] Door 7: Glass (> 50% glazing)Wetal Frame, Non -Entrance Door, Ped, 64 --- 0.800 0,770 Type. Energy code default, Double Pane, Tinted , SHGC 0,60, [Bldg. Use 4 - Vy'arehouse so min 70 Pat daylighting] Project Title: Lakerriont Landing Lot 6 Report date; 05/24/16 Data filenarne: E:\My Documents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 2 of 20 Assembly Gross Area Cavity Cont. Proposed Budget U� or R -Value* Ft -Value U -Factor Factorw Perimeter M= Exterior Wall 1 Steel -Framed, 24" c.c., [Bldg. Use I - Workshop] 815 0.0 22.0 0,040 O.064 Window 1: Metal Frame with Thermal Break Fixed. Perf, Type, Energy 153 --- --- 0,650 0,380 code default, Double Pane, Tinted, SHGC 0.60, [Bldg, Use I - Workshop] Door 1 i Insulated Metal, Non -Swinging, [Bldg. Use 1 - Workshop] 168 --- 0,058 0.058 Door 2lnsulated Metal, Swinging, [Bldg. Use 1 - Workshop] 21 --- --- 0,770 0.370 Door I Glass (> 50% glazing).Metal Frame, Non -Entrance Door, Perf 21 0.800 0,770 Type Eregy code default, Double Pane, Tinted, SHGC 0.60, [Bldg, Use I - Workshop] (a) BUdgel U -factors are used for software baseline calculations ONLY, and are not code requirements, (b) Slab -On -Grade proposed and budget U -factors shown in table are F -factors, (c) Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this docurnent is consistent with the building pians, specifications, and other calculations submitted with this perrnit application. The proposed obvelope systerris have been designed to meet the 2012 IECC requirements in C011check Vers b- tF4.0.2.9 and to with the mandatory reqUirerrig nts listed ip(the InspectionViecklist, V, 2 Date' Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Doc time nts\La kernont BUilding\11,937 1.70 Frontage Road North 25-cck Page 3 of 20 Project Information Energy Code: Project Title' Project Type: ConstrucUon &te: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 2012 IF Lakernont Landing Lot 6 New Construction Owner/Agent: Kevin Gilligan Gilligan Family Urnited PArtnership 4374 E, Phiflips Place Centennial, CO 80122 303-419-8596 kgiM6@grnail,corn Designer/Contractor Kevin Gilligan Gilligan Commercial Contracting 4374 E, Phillips Place Centennial, CO 80122 303-419-8596 kgiiii6@gmaii.corn Additional Efficiency Package Reduced interior lighting power, Requirements are implicitly enforced within interior lighting ailowance calculations. Interior Ughtin g Comphance Certwficate Project Information Energy Code: Project Title' Project Type: ConstrucUon &te: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 2012 IF Lakernont Landing Lot 6 New Construction Owner/Agent: Kevin Gilligan Gilligan Family Urnited PArtnership 4374 E, Phiflips Place Centennial, CO 80122 303-419-8596 kgiM6@grnail,corn Designer/Contractor Kevin Gilligan Gilligan Commercial Contracting 4374 E, Phillips Place Centennial, CO 80122 303-419-8596 kgiiii6@gmaii.corn Additional Efficiency Package Reduced interior lighting power, Requirements are implicitly enforced within interior lighting ailowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft) Wafts / M (B X C) ------------ I -Workshop 3250 1 A9 3900 2 -Off ice 1411 0 .85 1199 3 -Showroom iRetaii) 3756 1 30 4883 4 -Warehouse w/ min 70 pct dayfighting 4736 0,60 2842 Total Allowed Watts 12824 Proposed Interior Lighting Power A B C D E Fixture ID Description Lamp Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 1,��WgLk -L §[ Qp LED 8 Other 1 10 200 2000 2_()_ffiQ§t LED 9 Other: 16 50 800 LED 10, Other: 1 16 200 3200 4- A-3igt,gvia—vyLmin-7--O—P—cLd-ayi�,ghLing LED I I Other i 1 12 200 2400 LED 11 Other: 1 8 36 288 LED 13: Other 1 2 23 46 LED 14: Other 1 2 22 44 Total Proposed Watts = 8778 Project Title: LakemorA Landing Lot 6 Report date: 05/24/16 Data filenarne: E\My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 4 of 20 Interior Lighting Compli nc t 't m nt Compliance Statement: The proposed interior lighting design represented in this document is consistent with the bLhi ing plans, specifications, and other calculations Submitted with this permit application, The proposed €ntet-ipr Sigel° brig Systems have been designeJ to meet the 2012 6EC:Cw requirements in iwOMc heck Version .6,2`.g anal to comply a s"the mandatory requirements listed do the inspection Checklist. k,.v r Y .µ✓v,� s't' a ..,w' d ink ll, gr) t .., r t,' µ~ C1auy Project Title: Ldakenaont Landing Lot 6 Report date: 05/24/16 Data filename; E -\My Doc urnents;Cwtakernont Building\11937 1-70 Frontage Road North 25.cck Page 5 of 20 2►� Energy Code: Project'ritle Project Type: Exterior L tghting Zone C 1""" Construc6on ;:este; 11.937 1-70 Frontage Road North Wheat Ridge, CO 80033 A Area/Surface Category 2012 IECC Laker'nont Landing Lot 6 New Construction 2 (Light industrial area with limited nighttime use) Owner/Agent Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-43,9-8596 kgilii6@gmaii.com Designer/Contractor Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilti6@gmail.com C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) 6 ft20,06 Yes 0 Total Tradable Watts (a) = 0 Total Allowed Watts = 0 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces, (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces, Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. AAWat LED 1 Other: 1 5 26 130 Total Tradable Proposed Watts-__._._ atts 130 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4,0,2,9 and to corriply with the mandatory requirements listed in the Inspection Checklist, Project Title: Lakemont Lauding Lot 6 Report date: 05/24/16 Data filename: E:\My Dcrcurnents\Lakeniont Building\11937 1-70 Frontage Road North 25,cck Page 6 of 24 REEMEMM= Energy Code: Project Title Location. Cltmate Zone Project Type: Construction Site: 11937 1-70 Frontage Road North Wheat Ridge, CO 80033 1111i, lwl 2012 IECC Lakerriont Landing Lot 6 Wheat Ridge, Colorado 5b New Construction Owner/Agent Kevin Gilligan Gilligan Family Limited PArtnership 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgdh6@grnaiLcorn Designer/Contractor Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgiiii6@gi)iail.com Additional Efficiency Package Reduced interior lighting power, Requirements are implicitly enforced within interior lighting allowance calculations, Mechanical Systems List Quantity System Type & Description I HVAC System 1 (Single Zone): Heating, I each - Central Furnace, Gas, Capacity = 62 kBtu/h Proposed Efficiency = 92,00% Et, Required Efficiency = 80,00% Et Cooling: I each - Field -Assembled DX System, Capacity = 24 kBto/h, Air -Cooled Condenser, No Economizer Economizer exception: None No minimum efficiency requirement applies Fan System None 1 HVAC System 2 (Single Zone) Heatrrg3 each - Radiant Heater, Gas, Capacity = 75 kBtufti No minimum efficiency requirement applies Fan System None I FiVAC System 7 (Single Zone): Freating, I each - Radiant Heater, Gas, Capacity = 50 kBtu/h No rninirrium efficiency requirement applies Fan System None Mechanical Compliance Statement Coropflance Staterrient: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calcmations submitted with this permit application, The proposed meOrianical systerns have been designed to meet the 2012 IECC requirements in COMcheck Version 4X.2.9 and to cornply `A the mandatory requirements listedjtfthe Inspection Checklist, All K�2�Z;ze 1� oe- 6,14 rifle ZSig Z Project Title: Laker'nont Landing Lot 6 Report date, 05,124116 Data filerrame: EAMy Docurnents\Lakernont Building\1193"7 1-70 Frontage Road North 25,cck Page 7 of 20 f 4 v 2 i.9 Inspection Checklist Energy Code: 2012 l Requirements: 98.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the User in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1 High impact (Tier 1.) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: EAMy Docurnentsd-akennont Building111937 1-70 Frontage Road North 25,cck Page 8 of 20 C103.2 Plans and/or specifications provide all 1 -...;Complies Requirement will be met. [PRI)t information with which compliance "_]Does Not carr be determined for the building lNor Observable envelope and document where Dolor Applicable exceptions to the standard are claimed, 0103,2 Plans, specifications, and/or ElComplies Requirement will be met. JPR211 calculations provide all informatiorr L]Does Not with which cornphance can be []Not observable determined for the mechanical L]Not Applicable systems and equipment and crocrin'rent where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. 01012 Plans, specifications, and/or Coraaplre s Requirement will be met. [PR41a calculations provide all information o e s Not with which cornpliance can be JNot Observable determined for the interior lighting " Applicable aridnd electrical systerns aequipment -...INot and document where exceptions to the standard are claimed, Information provided should include interior, lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 01012 Plans, specifications, and/or OCornplies Requirement will be met, (PR8]1 calculations Provide all information 00oes Not with which compliance can be [_]Not Observable determined for the exterior lighting 111oot arid electrical systerns and equipment Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transforr-ners and control devices. C406 Plans, specifications, and/or OComplies ReqUirement will be met. [PR9li calculations provide all information !Does, Not with which compliance can be Observable determined for the additional energy ,JNot Not Applicable efficiency package options, C4023 rare vertical fenestration area <= 30 L]COrnplies Requirement will be met. (PRIG) l percent of the gross above -grade wall �]Does Not area. Observable ONot Applicable 1 High impact (Tier 1.) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: EAMy Docurnentsd-akennont Building111937 1-70 Frontage Road North 25,cck Page 8 of 20 t 0402.11 The skylight area <= 3 percent of the ElComplies Requirement will be met. [PR1111 gross roof area. �Zoes Not �--]Not Observable DWI: Applicable C402,12 in enclosed spaces > 10,000 ft2 ElComplies Exception. Requirement does not apply. [PR1411 directly under a roof with ceiling 0Does Not heights >15 ft, and used as an office, �'-]Not Observable lobby, atrium, concourse, corridor', storane rivrnnasium/exercise center, C -Not Applicable convention center, aUtOrnotive service, manufacturing. non refrigerated warehouse, retail store, distribution/sorting area, transportation, or, workshop, the following requirements apply: (a) the daylight zone Under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0,40; or a rninimUre skylight effective aperture >= 1 percent, 04023Z Skylights in office, storage, E.lComplies 2 autornotive service, nianUfacturing, LO'Does Not [PR15]1 non -refrigerated warehouse, retail 3 — Not Observable store, and distributionisorting area have a measured haze value > 90 ..,.,,Not Applicable percent unless designed to exclude direct sunlight. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenanre; EAMy Documents\Lakernont Buildin9\11937 1-70 Frontage Road North 25,cck Page 9 of 20 I—�k[mpac (Tier �ƒ��e�|wm8npac (Tier, | 3 Lowhnpac (Tier, 3) ` ^ __ __�� Project Title� Lakernont Landing Lot 6 Report date� 05/24/16 Data filenarne: E:\My Docurnents'lLakernont Building\11937 1-70 Frontage Road North 25,cck Page 10 of 20 C4022,6 Slab edge insulation R -value. 1,L]Conipfies See the Envelope Assemblies 'able for values. Not L,Not Observable ,,-]Not Applicable C3012 Slab edge insulation installed per i-iCornplies Requirement will be met. [F0412 manUfaCtUrer's instructions, 17]Does Not Aot Observable C4022,6 Slab edge insulation depthIlength. DIComplies See the Envelope A svemblies table for values. [F0512 ',3lab insulation extending away frorn 1][Does Not building is covered by pavernent or f :]Not Observable >= 10 inches of soiL C-INot Applicable C4012& Exterior insulation protected against ElCornplies Requirement will be met. 1 damage. sunlight, moisture, wind, [-] D o e s N o t [F0611 landscaping and equipment 'I --INot Observable maintenance activities, I-, ONot Applicable C4012.4 Freeze p1rotection and snow/ice 1,E]Cornplies Exception: Requirement does not apply. F091r connection to controls, ,_]Not Observable L'Not Applicable C402,2,8 Bottom surface of floof structures LJ Exception: Requirement does not apply. [F012)l incorporating radiant heating --]Does Not insulated to >=R-3,5 ! -'Not Observable See the Envelope A5senablies table for values. I—�k[mpac (Tier �ƒ��e�|wm8npac (Tier, | 3 Lowhnpac (Tier, 3) ` ^ __ __�� Project Title� Lakernont Landing Lot 6 Report date� 05/24/16 Data filenarne: E:\My Docurnents'lLakernont Building\11937 1-70 Frontage Road North 25,cck Page 10 of 20 I High Impact (Tier 1) 2 Medrurn Impact (Tier 2) 3 Low Impact (Tier 3) Project Tftle, Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: Ea\My Documents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 11 of 20 C402,41, The building envelope contains a 0corn plies Requirement Mif be rnet. C402,4.2 continuous air barrier that is sealed in �Does Not FR 1611 an approved manner and either Observable constructed or tested in an approved Vic' F]Not Applicable manner, Air barrier penetrations are sealed in an approved manner. 0402,43, Factory -built fenestration and doors OComphes Requirement will be met. 0402,4.4 are labeled as meeting air leakage Oboes Not [FRI813 requirements, ]Not Observable E7JNot Applicable C402A,7 Vestibules are installed on aH building LICornplies Requirement will be rnet. [FR17f3 entrances, Doors have self-closing ","'JDoes Not devices. ,L,1plot Observable "Not Applicable C402,33 Vertical fenestration t1 -Factor. E tCornplies See the Envelope Assemblies table for values C4023,4 IDDoes Not tFR811 ONot Observable Oplot Applicable C40233 Vertical fenestration SHGC value. O'Complies See the Enw,?lope Assemblies table for values. [FR1,011 LODoes Not ,_JNot Observable LO Not Applicable C303,13 Fenestration products rated in CDC= plies Exception: Default values are used, [FR121F' accordance with NFRC, -]Does Not ,,Not Observable ',Not Applicable 03011.3 Fenestration products are certified as , L - - lCornplies Requirement will be rnet. [FR131i to performance labels or certificates D i_ Does Not provided, ,,-,jNot Observable ONot Applicable C402,23 U -factor of opaque doors associated LIComplies See the Envelope Assemblies table for values. (FR14)2 with the building thermal envelope Dboes Not meets requirements. Riot Observable ,E) Not Applicable Additional Comments/Assumptions: I High Impact (Tier 1) 2 Medrurn Impact (Tier 2) 3 Low Impact (Tier 3) Project Tftle, Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: Ea\My Documents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 11 of 20 �;Not Observable E-J'Not Applicable 1 High impact (Tier 1) 2 Mediurn Impact (Tier 2) 3 Low Impact (Ties 3[ Project Title: Lakernont Landing Lot 6 Report date: 05/24116 Data filename: E:. My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 12 of 20 040123 HVAC equipment efficiency verified, 'Licomplies See the Mecharical Systems list for values [ME553#, ClDoes Not M ,_,JNot Observable Applicable 0402,4.5; Stair sand elevator shaft vents have 10, Co rn pi ies Exception: Requirement does riot apply, 1 motorized dampers that automatically ElDoes Not [ME3]3 close. t JNot Observable C' Not Applicable 0402,4.5, Outdoor air and exhaust systems have ElComplies Requirement will be root. 2 motorized dampers that autornatically DDoes Not (ME58)3 shut when not in use and meet L-lNot Observable maximurn leakage rates. Check ' --]Not Applicable 1— gravity dampers where a llowed, C4012,5, Dernand control ventilation provided E , iComplies Exception: Requirement does not apply, 1 for spaces >500 sq,ft, and >25 ODoes Not [ME59]1 people/1,000 sq,ft, occupant density [-INot Observable and served by systems with air side — econornizer, auto modulating outside ONot Applicable air, damper control, or design airflow >3,000 cfin. C4012:7 HVAC ducts and plenums insulated. 1-i'Complies Exception: Requirement does not apply. [ME601a" Where ducts or plenums are installed [-]Does Not m or under a slab, verification may [ - Observable need to occur during Foundation]Not 0 Not Applicable. Inspection. C403Z8 HVAC piping insulation thickness. ',-]Complies Requirement will be niet, [ME611�' Where piping is installed in or under a EDDoes Not slab, verification may need to occur ONot Observable during Foundation Inspection. E ]Not Applicable C403Z8 HVAC piping insulation thickness. I --- lComplies Requirement will be met. tME6112 Where piping is installed in or under a D o e -s Neat Slab, verification may need to OCCUr Not Observable during Foundation Inspection,N L]'Not Applicable C403.2,8 HVAC piping insulation thickness, OComplies Requirement will be met. (ME61]2 Where piping is installed in or under aE]Does, Not Slab, verification may need to occur C -Not Observable during Foundation Inspection, -i [INot Applicable C403,M, Piping insulation exposed to weather ElCorriplies Requirement will be roret. 1 is protected from damage (due to sun, "..-]Does Not [ME7)3 moisture, wind, etc.). ,]Not Observable ''.Not Applicable C403.2,8 Thermally ineffective panel surfaces of L."'Corn plies Exception. Requirement does not apply. [ME41]:= sensible heating panels have 7 L.JDoes Not msulation >= R-3,5, ._INot Observable CINot Applicable C4033.2., Total cooling capacity without [—lConi plies as economizers niust be less than 13Does, Not [NA)" %varMaxKBtuPerH%, []INot Observable E-J'Not Applicable C403,23 Ducts and plenums sealed based on ElComphes Requirement will be met. [ME10)2 static pressure and location. [._.,'Does Not �;Not Observable E-J'Not Applicable 1 High impact (Tier 1) 2 Mediurn Impact (Tier 2) 3 Low Impact (Ties 3[ Project Title: Lakernont Landing Lot 6 Report date: 05/24116 Data filename: E:. My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 12 of 20 E]Not Applicable C403,2.11 Unenclosed spaces that are heated []Complies [ME71]2 use only radiant treat, F-, JDoes Not Elklot Observable Liblot Applicable Additional Comments/Assumptions: Exception: Requirement does not apply, 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project"FitleLakemont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Doc u me nts\Lakernont Building111.937 k70 Frontage Road North 25,cck Page 13 of 20 0403.2.7. Ductwork operating >3 in. water - ]Complies Exception: Requirement does not apply, 13 coli. mn requires air leakage testing. 9'-]DoeNot L. s HAE1113 L-INot Observable L-INot Applicable 04012,7, Ductwork operating >3 in. water [J'Complies Exception: Requirement does not apply, 13 column requires air leakage testing. LOIDoes Not [ME111,3 [31dot Observable E L]Not Applicable C403,23, Ductwork operating >3 in. water IOComplies Exception- Requirement does not apply, 13 column requires air leakage testing, L_;Does Not [ME11j-' Elplot Observable L_ Elplot Appficable C408.2.2, Air outlets and zone terminal devices []Corn plies Requirement will be rnet. 1 have rneans for air balancing. JDoes Not [M 5313 En ;Not Observable [JNot Applicable 0403,4,2 VAV fan motors > -'7.5 hp to be driven E]Cornplies Exception: Requirement does not apply. (ME661'-' by variable speed drive, have a vane- ElDoes Not axial fan with variable pitch blades, or , '7 Observable, have controls to Imilt fan motor -,,[Net L_JNot Applicable demand. C4014.2 VAV fan motors >=7,5 hp to be driven ElComplies Exception: Requirement does not apply, [M666)2 by variable speed drive, have a vane- 1EIDoes Not axial fan with variable pitch blades, or F Observable have controls to lirnit fan rooter ,,-]Not i_ Not Applicable demand. 04014,2 VAV far) rooters >_=7,5 on to be driven L]Complies Exception: Requirement does not apply, [ME6612 by variable speed drive, have a vane- i[DIDoes Not axial fan with variable pitch blades, of,-, Observable have controls to limit fan motor __,Not 'Not Applicable demand. C4012.6 Exhaust air, energy recovery on EDComplies f ME5711 systerns rneeting 1'able C403,2,6 0,Coes Not E]Not Applicable C403,2.11 Unenclosed spaces that are heated []Complies [ME71]2 use only radiant treat, F-, JDoes Not Elklot Observable Liblot Applicable Additional Comments/Assumptions: Exception: Requirement does not apply, 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project"FitleLakemont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Doc u me nts\Lakernont Building111.937 k70 Frontage Road North 25,cck Page 13 of 20 I High Impact Crier 1) 2 Medium fnipact (Trer 2) 3 Low fmpact (Tier 3) Project 'hdei Lakernont Landing Lot 6 Report date: O5/24/16 Data filenarneEAMy DOCUrnents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 14 of 20 "A C405.2,2, Automatic controls to shut off all OComplies Requirement will be met. 1 building lighting installed in all f'-Zoes Not (EL221,' buildirrgs, _jplot Observable 17 -Mot Applicable C40521. Independent fighting controls installed L.-lComplies Requirement will be rnet. I per approved lighting plans and all E]Does Not [EL -231,a rnanual controls readily accessible and []Not Observable visible to occupants, EINot Applicable C405,21, Lighting controls installed to uniformly L-Kornphes Requirement will be rnet. 2 reduce the lighting load by at least ElDoes Not [EL1511 50%, ._jNot Observable )..]Not Applicable C405,2,2, Daylight zones provided with 110Complies Exception: Requirement does not apply. 3 mclividUal controls that control the L]Does Not [EL16Js lights independent of general area Not Observable lighting. [,.-,"JNot Applicable C405.23 Sleeping units have at least one ',-.',Can) plies Exception: Requirement does not apply, (EL17)3 master switch at the main entry door LEI D a e s Not: that controls wired Wroinaires and Not Observable switched receptacles, L.JNot Applicable C405,2,2. Occupancy sensors installed in t Complies Requirement will be met, 2 required spaces. ODoes Not [EL -1811 F']Not Observable 011got Applicable 0405.2,2. Primary sidehghted areas are Ekornplies Exception: Requirernent does not apply. 3 equipped with required fighting ElDoes Not [EL,2011 controls, -1 Not Observable ,Not Applicable C405.2 .2, Enclosed spaces with daylight area 'L-lCorripfles Exception. Requirement does not apply. 3 under skylights and rooftop monitors ",-,,Does Not JE 2111 are equipped with required lighting 1—Not Observable controls L-Ilaot Applicable C405Z4 Automatic lighting controls for exterior E], C o n) p i i e s Requirement will be met, [EL25]2 lighting installed, 0"Does Not Observable L -Mot Applicable C405" 23 Separate fighting control devices for 'DiCornplies Requirement will be rnet, [EL4]1 specific uses installed per, approved -'.IDoes Not lighting plans. '7 � JNot Observable R L-INot Applicable 04053 Fluorescent lurninarres with odd L ]Complies Exception, Requirement does not apply. [EL1913 nurnbered tarnp configurations that "ODoes Not are within 10 feet center to center (if "'.""Not Observable recess mounted) or are within I foot -- C-INot edge to edge (if pendant or surface Applicable rnounted) shall be tandem wired, C405A Exit signs do not exceed 5 watts per --tComphes Requirement will be rnet. JEL611 face, E]Does Not ["]'Not Observable LINot Applicable I High Impact Crier 1) 2 Medium fnipact (Trer 2) 3 Low fmpact (Tier 3) Project 'hdei Lakernont Landing Lot 6 Report date: O5/24/16 Data filenarneEAMy DOCUrnents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 14 of 20 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 15 of 20 C405.6 Exterior grounds lighting over 100 W I-J'Complies Requirement will be met. [EL2411 provides >60 Im/W unless on rnotion ',,' D D o es Not sensor or fixture is exempt frorn scope r -I Observable of code or from external LPD, L -Not ,-JNot Applicable C405,23 Ainterior lighting power ,-I EXodditional rnplies ReqUirement will be met, [EL )a allowed for special functions per the Eboes Not approved fighting plans and is f- Not Observable automatical1y controlled and [-"]Not Applicable separated from general lighting. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 15 of 20 Additional Comments/Assumptions: 1 High impact (Tier 1) 2 Mectrurrr Impact (Tier ) 3 Low Impact (Tier 3) Protect. i'itle. Lakernortt Landing Lot _6.� Report state. 05/24f1 Data filename: 6:`apiy Documents\Lakenaont Buildingi11937 I-70 Frontage Road North 25.cck Page 16 of 20 .Ad l' C402.4.1, All sources of air leakage in the ' _1,Cor plies Requirerne nt will be met. 1 building thermal envelope are sealed, ,_ Does Not fiN11' caulked, gaisketed, weather stripped F_, jNot Observable or wrapped with moisture vapor ONot Applicable permeable wrapping material to rninirnize air leakage. C402.4,2. Roof R -value. For some ceiling LlComplies See the Envelope,As,Sernblies table for, values. 1 systems, verification may need to zl�oes Not [IN2[1 occur during Framing Inspection. E-.. Not Observablei. NCit Applicable 0303.2 Roof insulation installed per O'Compli s Requirement will be met, [IN3]1 manufacturer's Instructions. Blown lir' 'ElDoes Not poured loose -fill insulation is installers #_it�9cat Observable where the roof slope is <=3 in '.[Not Applicable 12. C_303,2 Above -grade wall insulation installed OCu plies Requirement will be rnet, (IN711 per, manufacturer's Instructions. 17Joes Not []Not Observable EliNot Applicable (_402,2.5 f=loor insulation Rwvalue. 1 C ornplies See the Envelope A,5serrablies tat)he for values. [INR]2 CIDoes Not _JNot Observable E.. -Not Applicable C303.1 Building envelope insulation is labeled L-lCornplies Requirement will be met. [INIO[a with R -value or insulation certificate LIDoes Not providing R -value and other relevant C..Not ObservabledaFa. E'Not "applicable 0303.2.1 Exterior insulation is protected frorn OCornplies Requirement will be met. [IN1412 damage with a protective material. C-I'Does Not Verification for exposed foundation [w_1Not Observable insulation may need to occur during Applicable Foundation Inspection. _!Not 0102.2.1 Insulation intended to meet the roof ElComplies Requirement will be met, [IN17[= insulation requirements cannot be FLIDoes Not installed on talc of a suspended a_�.kl�t,�l` r �ObservableObservable: ceiling.. Mark this requirement Applicable compliant if insulation is installed .._?Neat accordingly Additional Comments/Assumptions: 1 High impact (Tier 1) 2 Mectrurrr Impact (Tier ) 3 Low Impact (Tier 3) Protect. i'itle. Lakernortt Landing Lot _6.� Report state. 05/24f1 Data filename: 6:`apiy Documents\Lakenaont Buildingi11937 I-70 Frontage Road North 25.cck Page 16 of 20 1 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 t_owlrnpactPier3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filenarne: EAMy Docurnents\Lakemont Burlding\11937 1-70 Frontage Road North 25.cck Page 17 of 20 C402A,6 Weatherseals installed on ail loading (DComplies Exception: Requirement does not apply, [F13711 dock cargo doors, r L]Does Not L,_,Not Observable E"Not Applicable C403. .4, Heating and cooling to each zone is L-Kornplies Exception; Perimeter systems with one control for each I controlled by a thermostat control. yoes Not exposure and with the thermostat located within the zones [F1471.3 Minimum one humidity control device �_]Not Observable served, per installed hki�'nidification/dehLimidification C Not Applicable systen), C4012,4, Heating and cooling to each zone is 'EJCornplies Exception: Perimeter systems with one control for each I controlled by a thermostat control, `Does Not eXPOSUre and with the thermostat located within the zones (F14713 Minimurn one hurnidity control device ONot Observable served. per installed humid if ication/dehurn id if ica tion DNot Applicable system, C403Z4, Heating and cooling to each zone is ElCornpires Exception-, Perimeter systems with one control for each I controlled by a thermostat control. E-boes Not exposure and with the thermostat located within the zones [F14713 Minimum one humidity control device EINot Observable served, per installed hurrildification/detrum idification C-Ji Appficable systern. C403.2.4. Thermostatic contrVs have a 5 "F --]Complies Requirement will be met. 2 deadband. 'Does Not [F13813 ,,Not Observable � (Not Apphcable C403,2,4. Temperature controls have setpoint C_iComphes Requirement will be met, 2 overlap restrictions, DDoes Not [F12013 [']Not Observable ,Not Applicable C4012,4, Each zone equipped with setback ElComplies Requirement will be rnet. '5 controls using automatic time clock or "L]'Does Not [F139]3 programmable control system. L-INot Observable ,,-]Not Applicable C403Z4, Automatic Controls: Setback to 55*F EDComplies Requirement will be met. 3 ,,heat) and 85"F (cool); 7-day clock, 2- "E'lDoes Not (1`140f3 hour occupant override, 10-hour ["]Not Observable backup !,-]Not Applicable C40&2,5. Furnished HVAC as-built drawings E-Komplies Requirement will be rnet. 1 submitted within 90 days of system I.-J"Does Not [F1713 acceptance, ]Not Observable Nat E Applicable C303.3, Furnished O&M manuals for HVAC Complies Requirement will be met. C408Z5, systerns within 90 days of systern FIDoes Not 3 [FI8,13 acceptance, ['-,]Not Observable Not Applicable C4013.2.5. An air and/or hydronic system L. - - - lComplies ReqUirement will be met. 3 balancing report is provided for HVAC 0-Does Not [f`143) systerns. ]Not ]Not Observable r- ,.-]Not Applicable 0408.2.1 HVAC control systerns have been 'DiZomplies Requirement will be met. 2 tested to ensure proper operation, ElDoes Not F11011 calibration and adjustment of controls, Not Observable L.._Not Applicable 1 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 t_owlrnpactPier3) Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filenarne: EAMy Docurnents\Lakemont Burlding\11937 1-70 Frontage Road North 25.cck Page 17 of 20 I High Impact (Tier 1) 2 Medium impact (Tier 2) 3 t -ow impact (Tier 3) Project Title: Lakeniont Landing Lot 6 Report date: 05/24/16 Data filename;. EAMy Documents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 18 of 20 �j It 0402,4,8 Recessed luminaires in thermal �-]Corrrplies Exception: Requirement does not apply. [F12611 envelope to lirnit infiltration and be IC ,,---'JDoes Not rated and labeled. Seal between "-']Not Observable interior finish and luminaire housing. EINot Applicable 04012,2 HVAC systems and equipment OComplies Requirement will be met, [F127]3 capacity does not exceed calculated FODoes Not loads, _]Not Observable E]Not Applicable C408,2.5, Furnished as-bUilL drawings for OComphes Requirement will be rnet, 1 electric power systems within 30 days LE'J Does Not [F116]3 of system acceptance. F - ,_]Not Observable E ,--.,,iNot Applicable C3033, Furnished O&M instructions for 'LlComplies Requirement will be met. 0408.2,5. systerns and equipment to the E!Does Not 2 building owner or designated Not Observable [FI1713 representative, Not Applicable 0405.5.2 Interior installed lamp and fixture Complies See the Interior Lighting fixture schedute fc,4- values. [F11,8[1 lighting power is consistent with what E]Does Not is shown or) the approved lighting F]Not Observable plans, demonstrating proposed watts EDNot Applicable are less than or equal to allowed watts. 0405,6,2 Exterior lighting power is consistent E:iCornphes See the Intenor Lighting fixture schedule for value -S, (FI19]1 with what is shown or) the approved '-'-.'.IDoes Not lighting plans, demonstrating FI Observable - proposed watts are less than or equal r-NotApplicable to allowed watts. C408,2,1, Commissioning plan developed by E-JrZomplies Requirement will be met. [F12811 registered design professional or '[Does Not approved agency. '-'-C_s'Not Observable ,0Not Applicable 0408,2,4 Prelirnir)ary commissioning report F-lCornplies Requirement will be rnet. [F1291t completed and certified by registered irl".-JIDoes Not design professional or approved -ble Not Obseiva agency, E -Mot Applicable C408,2,5� Final cornmissioning report due to _.,'Complies Requirement will be met, 4 building owner within 90 days of [,-JDoes Not [F13011 receipt of certificate of occupancy, "--'!Not Observable E L -Not Applicable C408,23, HVAC equipment has been tested to OrZomphes Requirement will be met. 1 ensure proper operation. E-ji)oes Not [F13111 F]Not Observable Elplot Applicable 04083 Lighting systems have been tested to EDCompl ies Requirement will be rnet, [F13311 ensure proper calibration, adjustment, CODoes Not programming, and operation, 71Not Observable Not Appircable C4083 Lighting systems have been tested to ILICornplies Requirement will be rnet. [`1481r ensure proper calibration, adjustment, ',-JDoes Not programming, and operation. F Not Observable LINot Applicable I High Impact (Tier 1) 2 Medium impact (Tier 2) 3 t -ow impact (Tier 3) Project Title: Lakeniont Landing Lot 6 Report date: 05/24/16 Data filename;. EAMy Documents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 18 of 20 ,t C406 Efficient HVAC performance, eftic:rent L 3Complies Requirement will be met, [F134]' Hghting system, or on-site supply of -]Does Not renewable energy consistent with what i shown tine approved plans. �, t t observable LINot Apti icable Additional Comments/Assumptions: 1 Nryh Impact bier, 1) 2 Medium Impact (icer 2) 3 Low Impact (Tier 3) Project T tle Lakernont Landing tot 6 Report date: 05/24/16 Data filename: E\My Doc uments\Laker'nont Bu,ld ng\11937 1-70 Frontage Road North 25.cck Paye 19 of 20 Project 1'3tie: Lakernont Landing Lot 6 Report date: 05124/16 Data filenarne: EAMy Documents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 20 of 20 w. City of Ptt LIC WORKS ........ . .. .. ..... City of Wheat Ridge Municipal Building 7500 W. 20 Ave, Wheat Ridge, CO 80033-8001 P: 303.235,2861 F: 301235.2857 IM11MMINIMIIA&M ;J�ili,iii 101111, 1, Date: Location of Construction: // 1?3 ' ?Z> A= )p Al Purpose of Construction: Single Family _ Commercial Multi -Family Dev ooment &eview rLoggsling.Tm:... (Required of all projects for document processing) CommerciaFMulti-Family .'Revie", Fees: (Fees include reviews of the T7_a_n_d_2_'7_submittals) • Review of existing or minimal technical documents: ....... $200.00 $ 0,00 . pz:> • Initial review' of technical civil engineering documents: $600.00 $_ • Traffic Impact Study Review Fee: ........ ......... $600.00 $_ • Trip Generation Study Review Fee: $200.00 • Stormwater Management Plan (SWMP) Review Fee: ......... ... $100.00 • 0 & M Schedule Review & SMA Recording Fee ._.......... ____ $100.00 1 Each Application will be reviewed by staff once and returned for changes, If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3'd submittal (1/2 initial review fee): .... ....... ........... $300.00 4"' submittal (full initial review fee) � ...... $600,00 All subsequent submittals: .... ........................ $600A0 (Full initial review fee) S_ PLEASE NOTE THATIN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.cl.whestridge.coms Pev 0610 City of Y' W 116 at Ki�oge �p U " RIAC WORKS Date: Location: zu - L ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. I , Site Survey: L,-_�'X Not OK, refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required — Yes No b, Drainage Letter and Plan required — Yes _k�f�_o cl Site drainage/grading have been reviewed and art: _&=:-f)K — Not OK; see stipulations 3. t,— CDPS Permit & SWMP Approved: — Yes No _--1�4/A 4. Public Improvements to i�jcted be com - _b a, street paving/patching: — Yes No b, curb & gutter/drivecut: — Yes No c. sidewalk: Yes A,-- No & standard street lights: — Yes s,- No el pedestrian lights: — Yes No f storm sewer: Yes No 91 Letter of Credit (LOC) required: Yes i,- No It Funds in lieu of construction: Yes i, -'No If an LOC or funds in lieu of are required, for what improvements? Amount of the LOC or funds: 5. SIA/PlA required: — Yes --No 6, Traffic impact analysis required & approved- — Yes 0 7, Street Access Permit required: — Yes L,,' No If yes, was it approved by the Director of Public Work,,,-,? — Yes — No 8. Does all existing roadway/alley R.O.W. meet the standards of the City: 1 ---Yes — No If not, what is required: If R.O.W. is required, has the deed been received? — Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9 APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Peru i pplication, subJect to the stated or attached stipulations, ,.Signature David F. Brossinan, P.L.S. Date I 0NOT AELR _QJED: The Public Works Department has reviewed the submitted material and does not approve this Pen -nit Application for the following reason(s): Signature David F. Brossman. P.L.S. Date IL— Stipulations: _ 12. NOTE: Any damage to the existing Public Improvements resulting fronin this construction shall be repaired to City standards prior to the issuance of the Certificate of'Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Re, 01,, '00 City 0 LIC WORKS �g City of wheat Ridge Municipal Building 7500 W. 29`x' Ave. wheat Ridge, CO80033-8001 1'; 303.235,2861 F: 301235.2857 NOTIFICATION Fig PUBLIC IMPROVEMENTS EST° TION Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public "works Department, and prior to the issuance of a Certificate of Occupancy. Prier to any construction commencing, the City's representative will conduct an onsite inspection to dete fine the existing; condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864, Sincerely, David P. Brossman, P.L.S. Development Review Engineer CC. File w-mv.6wheatridge.coms Rev 2/06 04/27/16 WED 14:00 FAX 303 424 0828 VALLEY WATE�1 4001 04/27/2016 13:51 # `6 - 437 �.j'/'001 A,�4V i Proof- of SubmiSsion, for Per vypu and the-, ,k"*O0i!cz*, fcu' Pei'$ With, bc �Arcc�itrzd Q!y ley- Addrass: /-4 Obvirneng --v r, W flidivif"k-Z& C i�8)d aRn, bV b 11:i� 0." ite, Ve Pr)p-C'JvFI C"f thO, valley water N.strict has the "PacitY to serve the, proposed project ict rule and r Illatfons. S�X V W f � ng/Plan Review n the Pt?rmit Subroittal, 44 x3CdiFrs t thr- tifiv, Of frcvr tti tior) Z14, i, -T 09�� por V Proc)"t d SL br, SS."Jon for PEer-mitting/Plan Review form num be 1:)y eiwh yj t14 %rnvt SuQW21 (Teckhs; Tu my f.. �zcm,-,q-,),,eteci we w type sui be ;a io AlWinatul at At AM: of subnmssu),, pr,fie s, Aphsamrs proysented Q "vqitrv� Ut a nallyeled QW? of Symnspon On- fmm V quy . A! lur lie aculsts! or Frocesslyl, a .,,.hmyed rewesmtmAv to the mm. ',",,�gnatuw Alm. d J� od, 1 NO(! 314000VO "A", 10)k, AU x. rvpmaolet P "m 7wr on Ridge Dstr�ct MOM (A her a 0 40"j, 1 Rnx 1 N! 4V aQ) P�qN '14 s! 0%, 1 Q> Low v hN, v 10 c I Fl I I I I x p I m Flrc)c)fl of .'"Won-',ussiorl "for Ferrysting/ lari, Review too fair. rim, h""', theWil"T SubnWalCheckka W lin plopy! type ald wo P"ermt AppokcaVul xis., tfle Orrit,� C.,4 sut,,kMSSKM 110 subnAssion MOM a compieted Proof of Submision Um fmm ,,'i leen A i yn: in NIL., MnAlly documery a VhAy whonzed of thw . . ..... . .T.. 4( --<— mux; ekdo cAlm Denvan Wate-, 4OVY! - . ..... . ....... .. . .. ..... D Dat IN: —11-111-1— sentaluvei =28 1�02 Proposed Office Building Lak mont, Lot 6 Block :11937 W, 1-70 Frontage Road North Wheat Ridge, Colorado Gilligan Homs of Colorado 4374 East Phillips Place Centennial, CO 80122 PCN Project No. 12.505.15 February 2, 2016 February 2, 2016 Gilligan Hornes of Colorado 4374 East Phillips Place Centennial, Colorado 80122 Attn: Mr. Kevin Gilligan Re, Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1 11937 W.1- 0 Frontage Road North Wheat Ridge, Colorado PCH Project No. 12.505,15 Pickering Cole & Hivner, LLC (PCH) has completed a geotechnical engineering investigation for the proposed office building to be located at the above -referenced address in Wheat Ridge, Colorado. 'This study was performed in general accordance with our proposal number P12.580,15, dated December 29, 2015. This geotechnical summary should be used in conjunction with the entire report for design and/or WnStRlCtiOrl purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report lirnitations, Subsurface Conditions: Existing fill was encountered in the borings and extended to depths ranging from about 9 to 12 feet below existing site grades. The fill generally consisted of sandy lean clay with lesser amounts of clayey sand. Sedimentary sandstone bedrock was encountered below the fill and the bedrock transitioned to claystone bedrock at depths ranging frorn about 19 to 21 feet below existing site grades. The claystone extended to the full depth of exploration. Groundwater was encountered at depths of about 8-Y, and 10 feet below existing site grades. Other specific information regarding the lithology encountered is noted on the Boring Logs, Existing Fill Soils: As discussed, approximately 9 to 12 feet, or snore, of existing man-made fill was encountered in our borings. We assume the fill was placed during some phase of past development of the site. However, we have no documentation regarding fill placement and compaction. Field penetration resistance values and in-situ dry densities suggest that the existing fill is relatively compact, In addition, swell -consolidation tests indicate that the existing fill has low swell potential when wetted. Even though our samples indicate the fill is generally suitable to remain in place and support the planned development, it is possible that zones or layers of poorly compacted fill may be encountered on the site or unsuitable materials (such as organics and construction debris) may be present within or buried by the fill. This risk cannot be eliminated without completely removing 1070 W. 124' h Avenue, Suite 300, Westminster, CO 80234 (30 3) 996-2999 Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No.: 12.505A5 and replacing or recompacting the fill. However, further evaluation could be performed to evaluate the fill and help the owner quantify this risk. At a minimum, we recommend that additional observation and testing be performed prior to placement of any new fill or foundation construction on the site. This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions. If the outcome of this evaluation is deemed satisfactory, it may be possible to leave some, or all, of the existing fill in place. We recommend that the client contact the overall developer to attempt to obtain all earthwork and compaction test reports for any fill placed as part of the development activities. We are available to (fiSCUSS potential risks, review any documents received, and provide additional services for you, Upon request. Foundations and Floor Slabs-, Provided that additional evaluation of the fill indicates suitable conditions, we believe there is low risk of foundation and floor slab movement on this site. Some removal and recompaction of soft or unsuitable materials may be required to provide suitable support the building. As discussed, the on --site fill soils will need to be evaluated by the geotechnical engineer to confirm their suitability for support of the proposed development. Pavements and Flatwork: Pavements in light-duty areas where typical automobile and light truck traffic will be intermittent and there will be no truck traffic should include 5-Y, inches of asphalt concrete (AQ, A full -depth AC section of 6-Y2 inches would be appropriate for heavy-duty pavement areas, Additional alternatives are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact cos if YOU have any questions concerning this report or any of our testing, inspection, design and consulting services, Sincerely, Glenn D. Ohisen, P.E, Project Engineer Copies to: Addressee (I PDF copy) Re 34273 1'4 4� � Andrew J. Garner, P.E. V--,$/0 Senior Project Manager Geotechnical Engineering Report Proposed Office Building -- lakernont, Lot 6 Block 1- Wheat Ridge, C PCI Project No.: 12,51.15 TABLE OF CONTENTS Page No. Letterof Transmittal.. ............» ......,.. ..,,..... .,.,,.,,. ,.....»„ ,...» »,.,.,,,,....,..,....,.;.,.. , .,.»» ii INTRODUCTION .. ..,.»,... .». „".".......... ..................... ........ ....... .............................. .»....,». 3 PROJECT ...... ....., ..»».. SITE EXPLORATION N PRI CE URES...................................................................»...,...,,.».....,,.. 2 Field Exploration .»,., ......... .......................»....,»........... ....»,:,.,,... 2 Laboratory Testing .. .. .................. .......... .................... ......„.. 2 SITE CONDITIONS- ... ....................................»....,,,»,,.,...... .»,,,,.,, . ..,.,.,,..... SUBSURFACE CONDITIONS 3 Geology........ ......... .....,.., , ,,..,.... , ....,,,,.,.,.....,..»...,..,,. ..,,..,., .,,,,.,., 3 Soiland Bedrock Conditions ............................................ .................",...,.,..,..». ..,,,.... .,..."..,..,.: 4 Field and Laboratory Test Results ....,,.,,,» .................».,,..,.,.,...,..»., 4 Groundwater Conditions.— ........... ..»..,. ,.,,,.,..,,.,.,,.......,,.,....... .,,,.,.,_ ......»..... 4 ENGINEERING RECOMMENDATIONS-- ENDATIt NS— ......... ....»......,,.,,..,.. .,.,.,.......,,....,,....,..,.,. ......,.. ......,.,., 4 GeotechnicalConsiderations»....................................»,....,...,,................,..,,............,»..». .....,,...,.., Earthwork...........»............................................................ ......... ............................... ......::......5 General Considerations-- ..... ..... .,.»,.,,. ................ ....."....,... 5 Site Preparation ...... ,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,»....,..,...... ......... 5 Subgrade Preparation.......» ........ .................... ....,... ...,.,,,,. 6 Fill lIaterials ............................ .........,1 Fill Placement and Compaction—, .... ......... 7 Excavation and 'Trench Construction ,.... ....,..,. .....,..,,.»... .....:.......” 7 Foundation Design and Construction,......... ... ..........,,......,....,,. ,...,..,, ,..,..,», Lateral Earth Pressures .................................................................».,,..,,,.,..,,.......,...,..,.», Seismic Considerations...............»...,....,..,.,.....,..,.,..,,,,,».........,..... 10 Floor Slab Design and Construction ,,,,,,,,,,,,,,,,,,,,,,».,..,..,,,»,....,,..,..,,,,.......,. .......,, . ,,,.,.,...,,.,,..,...10 Surface Drainage and Landscaping.. ......................... :,..,.11 Pavement Design and Construction .....,,,»»........... .................. .......,....,,.,..., ,.,,...,»,.,12 Additional Design and Construction Considerations— ... 16 Exterior Sian Design and Construction...... ........... ...... ......... .......... .......». ».,.,"..,.,........,.,,. 1 Underground Utility .Systems .... .........."..,............,,,..,,.,,...., .....»„»...,,,..,.,,..,16 Concrete Corrosion Protection .............................................. 16 GENERALC1IV.iiENTS..... ...........».,.,..,....,,.......,,....,,.,,....,...,,......,,.,,,.....»..,,...,.,,,...,,,,.,.,.., 17 APPENDIX A: BORING LOCATION DIAGRAM, BORING LOGS APPENDIX EI: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES is GEOTECHNICAL ENGINEERING REPORT P C f"i PROPOSED OFFICE BUILDING — LAKEIVIONT, LOT 6 BLOCK 1 11937 W. I# ROAD NORTH WHEAT RIDGE, COLORADO February 2, 2016 This report contains the results of our geotechnical engineering exploration for the proposed office building to be located at 11937 West l-70 Frontage Road North in Wheat Ridge, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations rEiative to: Subsurface soil and bedrock conditions Groundwater conditions Foundation design and construction Floor slab design and construction Pavement structural sections Earthwork Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar soil conditions and structures, and our understanding of the proposed project. PROJECT INFORMATION We understand that the project will include the construction of an at -grade office building at the vacant, 1 - acre site, Based on the site plan provided, we anticipate the proposed single -story building will have a plan area ranging from about 13,000 to 14,000 square feet. Basement construction is riot anticipated. Building construction is anticipated to include light gauge steel framing, wood framing and/or concrete masonry bearing walls found upon a reinforced concrete foundation. A conventional concrete slab is planned for the building's interior surfacing. Maximum wall and column loads are anticipated to be on the order of about 2 to 4 kips per lineal foot and 40 to 50 kips, respectively, 1070 W. 120, Avenue, Suite 300, Westminster, CO 80234 (303) 996-2999 Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No,: 12.SOS.15 Other relevant site development will include the installation of utilities, landscaping, a trash enclosure, and the limited construction of private parking areas. We assume the site is near rough construction grade and that earthen cut and fill depths will be limited to about 3 to 5 feet, or less. it our understanding of the project, or assumptions above, is not accurate, or if you have additional useful information, please inform us as soon as possible. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included site reconnaissance by our field personnel, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: Our scope of services included geotechnical exploration of the subsurface materials at two locations on the site as shown on the Boring Location Diagram, included in Appendix A. Borings were located using existing site features as a reference, Borings were drilled to depths ranging from about 25 to 35 feet below existing site grades and were advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stem auger. A lithologic log of each boring was recorded by our field engineer during the drilling operations. At seiected intervals, samples of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound manual hammer failing 30 inches, The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in each boring at the time of site exploration and one day later LL Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Bedrock was classified according to the Rock Classification presented in Appendix C. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and Boring Logs were prepared. These logs are presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards, N Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block I — Wheat Ridge, CO PCH Project No.: 12.505.15 Selected soil and bedrock samples were tested for, the following engineering properties: • Water content 0 Grain size • Dry density 0 Plasticity Index Consolidation/Swell * Water soluble sulfates The site is Lot 6 Block I of the Lakemont commercial subdivision and is located at 11937 West 1-70 Frontage Road North in Wheat Ridge, Colorado. The lot is currently vacant and is bordered by existing asphalt paved drives (and parking spaces) to the south and west and existing commercial development to the north and east. The lot appears to be at rough construction grade and was vegetated with a low growth of grass and weeds at the time of our field exploration, The lot has been graded with a slight downward slope to the south. We understand that the overall commercial subdivision was originally mined for sand and gravel. St.ibsequent to ruining, the site was reclaimed and re -developed into a golf driving range. The site was then re -developed into the current commercial subdivision. We have no information (fill placement, etc,) regarding the current development at the site or locations of past structures or infrastructure that may have occupied the site. SUBSURFACE CONDITIONS Geology: Surficial geologic conditions at the site, as rnapped by the U.S, Geological Survey (USGS) ( lVan Horn, 1972), consist of Louviers Alluvium of late Pleistocene Age, These materials as mapped in the area are described as silty fine (to coarse) grained sand, and clayey to sandy silt. The thickness of these materials is reportedly on the order of 10 to 20 feet. Bedrock underlying the surface units consists of the Deriver Formation of Upper Cretaceous Age. These formations in the area consist of interbedded sandstone, claystone and conglomerate. Mapping completed by the Colorado Geological Survey (21-iart, 1972) indicates the site is located in areas of "Low and High Swell Potential," Potentially expansive materials mapped in this area include bedrock and a few Surficial deposits, Due to the relatively gently sloping nature of the site, other geologic hazards at the site are anticipated to be low. Seismic activity in the area is anticipated to be low, and the property should be relatively Van Horn, Richard, 1972, Surficial and Bedrock Geologk Map of the Golden Quadrangle, Jefferson County, Colorado, U.S, Geological Survey, Map 1-761-A. Hart, Stephen 5,, 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Sheet 2 of 4. I Geotechnical Engineering Report Proposed Office Building — Lakentont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.. 12.505.15 stable from a structural standpoint, With proper site grading around proposed structures, erosional problerns at the site should be reduced to acceptable levels, Soil and Bedrock Conditions: Existing fill was encountered in the borings and extended to depths ranging from about 9 to 12 feet below existing site grades. The fill generally consisted of sandy lean clay with lesser amounts of clayey sand. Sedimentary sandstone bedrock was encountered below the fill and the bedrock transitioned to claystone bedrock at depths ranging from about 19 to 21 feet below existing site grades. The claystone extended to the full depth of exploration. Other specific information Field and Laboratory Test Results: Field test results indicate that the clay fill soils vary from soft to stiff in consistency, while the sandy fill is medium dense in relative density, The bedrock is very hard in hardness. Laboratory test results indicate that the overburden clayey fill soils exhibit low swell potential when inundated in our laboratory. The sandstone bedrock is considered non -expansive. Groundwater Conditions: Groundwater was encountered in the borings during drilling at depths of about 12 and 14 feet below existing site grades. When checked one day later', groundwater was encountered at depths of about 8-Yz and 10 feet below existing site grades. Based upon review of U.S. Geological Survey Maps (3 Hillier, et al, 1983), regional groundwater beneath the project area predominates in unconsolidated alluvial deposits at depths generally ranging from 10 to 20 feet. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials, The location and amount of perched water is dependent upon several factors including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. ENGINEERING RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction as long as the recommendations included herein are incorporated into the design and construction aspects of the project. As discussed, approximately 9 to 12 feet, or more, of existing fill was encountered in our borings. We assume the fill was placed during some phase of past development of the site, However, we have no documentation regarding fill placement and compaction. Field penetration resistance values and in-situ dry densities suggest that the existing fill is relatively compact, In addition, swell - consolidation tests indicate that the existing fill has low swell potential when wetted. Even though our samples indicate the fill is generally suitable to remain in place and support the planned development, It is possible that zones or layers of poorly compacted fill may be encountered on the site or unsuitable HHlier, Donald E,; Schneider, Paul A,, Jr,; and Hutchmson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map I -856X 21 Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1--- Wheat Ridge, CO PCH Project No12.505.15 At a minitnum, we recommend further evaluation be performed to evaluate the fill and help the owner quantify this risk. At a minimum, we recommend that additional observation and testing be performed prior to placement of any new fill or foundation construction on the site, This can be accomplished by digging a series of backhoe pits/test trenches to provide a better means to observe and evaluate the existing fill conditions. If the outcome of this evaluation is deemed satisfactory, it may be possible to leave sorne, or all, of the existing fill in place. We recommend that the client contact the overall developer (if possible) to obtain all earthwork and compaction test reports for any fill placed as part of the development activities. We are available to discuss potential risks, review any documents received, and provide additional services for you, upon request. Design and construction recommendations for the foundation system and other earth -connected phases of the project are outlined below. EarthworkThe following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. The recommendations presented for design and construction of earth -supported elernents including foundations, stabs and pavements are contingent upon following the recornrnendations outlined in this section. General Considerations: All earthwork on the project should be observed and evaluated by PCH, The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project. Site preparation: Strip and remove vegetation and any other deleterious materials frorn the site. Stripped materials consisting of vegetation and organic materials should be wasted from the site or Used to revegetate landscaped areas or exposed slopes after completion of grading operations. As discussed, existing man-made fill soils are present on the site. We assume the fill was placed as part of the previous development of the site. However, without documentation that the fill was properly placed and compacted, we believe there is inherent risk that unsuitable materials may be encountered within or buried by the fill. Therefore, further evolucrtion of existing fill soils is recommended. This should include test pit excavations in and around the building footprint and in critical pavement areas to confirm that the fill is suitable for support of the proposed developmentIf the soils are not deemed suitable for support of the development, some removal and recompaction (or replacement if unsuitable materials are encountered) may be warranted. I Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 it is anticipated that excavations for the proposed construction can be accomplished with conventional heavy-duty earthmoving equipment. Unstable soils may be encountered as excavation approach groundwater elevation. The stability of subgrade soils may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions are encountered or develop during construction, workability may be improved by over -excavation of wet zones and mixing these soils with crushed gravel or recycled concrete and recompacting this mixture, Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. • Subgrade Preparation: Subgrade soils over which new fills are to be placed, including the base of any subexcavations should be scarified to a depth of at least 12 -inches, moisture conditioned, and recompacted prior to placement of new fill. The upper 12 Inches of subgrade soils beneath footings, floor slabs, exterior PCC flatwork, and pavements should be moisture conditioned and recompacted just prior to concrete placement or pavement construction. • Fill Materials: Clean on-site soils or approved imported materials may be used as fill material upon approval of the geotechnical engineer, Imported soils (if required) should conform to the following: MEE= 6" 100 3" 70-100 No. 4 Sieve ...... ..............,..........50-100 No. 200 Sieve .......... ...... ' ........................ 20-60 * Liquid Limit ........................... 35 (max) * Plasticity Index,. ...... .................. .... 20 (max) * Maximum expansive potential O 5 *Measured on a sample compacted to approximately 95 percent of the ASTM 6699 maximum dry density near optimum water content. The sample is confined under a 500 psf surcharge and submerged. N Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 Fill Placement and Compaction: Engineered fills and other backfill soils should be placed and compacted according to the recommendations in the following table: Criteria Recommended values Lift thickness 8 to 12 inches in loose thickness -___41* —- ...... Moisture content Clayey soils: 1 to 4 percent over optimum Non -plastic sands: 2 percent below to 3 percent above optimum I range Pavement areas: Optimum to 2 percent above optimum I Clays and clayey sands: ASTM 0698 standard Proctor dry density 95 percent minirnum Compaction Non -plastic sands: ASTM D1557 modified Proctor dry density 95 percent minimum i Swell potential I Maximum of I percent under a surcharge load of 500 psf At a minimum, fill soils placed for site grading, any sub -excavation, utility trench backfill and foundation backfill should be tested to confirm that earthwork is being performed according to our recommendations and project specifications. Subsequent lifts of fill should not be placed on previous lifts if the moisture content or dry density is determined to be less than specified. Excavation and Trench Construction: Areas of caving sand soils may be encountered at the site. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required maintaining stability of both the excavation sides and bottom. Temporary excavations should be sloped a maximum of I - Y2 to 1 (horizontal to vertical) unless the contractor's OSHA competent personnel allow for steeper side slopes. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. Groundwater seepage into excavations is not expected for excavations shallower than about 8 feet below current site grades. However, if seepage occurs or rain or snow -melt water develops, it should be removed as soon as possible. Control of water in the excavation (if any) should be feasible with sump pits and pumps. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. 0 Geotechnical Engineering Report Proposed office Building - l.akernont, tot 6 Block 1- Wheat Ridge, CO PCH Traject Mics.: 12,505.15 Foundation Design gt and Construction: Due to the presence of non- to low expansive soils and bedrock, spread footing foundations are considered acceptable for support of structures on this site. Based on the borings advanced on the site, we believe that the existing fill will be suitable for support of foundations, however, it is possible that loose or otherwise unsuitable materials may be present in the fill. The geotechnical engineer should be contacted to observe and evaluate the suitability of the remaining fill soils beneath foundation excavations at the site, prior to forming for footing construction. Where loose or otherwise unsuitable materials are encountered, removal and replacement of these materials will be required. For this site, footings and foundation wails should be designed to accommodate total foundation movement on the order of 1 inch (typical in this geologic region), if movement cannot be tolerated, ,keep foundations should be used and we should be contacted to discuss other alternatives. The following foundation design criteria may be used for the structural design of foundations: Criteria Design Value Bearing Soils Approved on-site soils or rec.ompacted fill ? Max murn net allowable bearing pressure" i 2,500 pounds per square foot (psf) Min continuous footing width 12 inches Min column footing width 2zl inctaes _. _.. -___ w_. ___— _-",- Min. depth below grade, exterior wall footings36inches ! Min depth below grade, interior footings 12 inches Estimated total foundation movement � l inch 'L. _ _. ------ __ __._._ __-___.. ___ _ ._.�.�.m ___... ma__ .___ _ _- i Estimated differential movement r4 to 3/ inch I. The design bearing pressure above applies to dead loads plus cane -half of design live load conditions, The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions. k. In order to maintain the minimum dead load pressure, it may be necessary to design and construct a systema of grade beams and isolated footing pads using void space beneath the grade bearns between footing pads (if utilized). Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings, Excessive foundation movements could occur if water from any source infiltrates the foundation soils; there=fore, proper drainage should be provided in the final design and during construction. Failure to maintain proper surface drainage could result in soil -related foundation movement exceeding the above estimation. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended, if applicable, I Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 Foundation excavations and SUbexcavation operations should be observed by the geotechnical engineer during construction. If the soil or bedrock conditions encountered differ significantly from those presented in this report, supplemental recommendations may be required. Lateral Earth Pressures: As currently planned, we are not aware of any basement construction or other walls associated with the new development that will be retaining earth, other than possible low retaining walls. If below -grade construction is to be incorporated into the design of the structure, we should be contacted to review our report and provide additional recommendations, with specific regard to subsurface drainage systems. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls are shown below. For active pressure - Movement (0,002 Z to 0,004 Z) Finished For at -rest pressure - No Movement Grade Assumed H (ft) Z P2 ----------------- Active earth pressure is commonly used for design of freestanding cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to those indicated in the following table, -rhe recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. I Earth pressure Coefficient for backfill Equivalent fluid Surcharge Earth pressure conditions type 1 pressure, pcf pressure pl, psf P2, psf Active (Ka) On-site clay soils 0.37 45 (037)S (45)H At -Rest (Ko) s On-site clay soils - 0,54 4 65 (0 54)5 (65)H ------------- -------------- Passive (Kp) I On-site clay soils.- 23 I 275 I Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1-- Wheat Ridge, CO PCH Project No.: 12.505.15 Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0.002 Z to 0M4 Z, where Z is wail height • for passive earth pressure, wall must move horizontally to mobilize resistance • uniform surcharge, where S is surcharge pressure • in-situ soil backfill weight a maximum of 120 pcf • horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density • loading from heavy compaction equipment not included • no groundwater acting on wail • no safety factor included 0 ignore passive pressure in frost zone Backfill placed against structures may consist of the on-site soils with rnaxirnum particle sizes on the order of 4 to 6 inches. To calculate the resistance to sliding, a value of 0.35 may be used as the ultimate coefficient of friction between the footing and the underlying soil. if utilizing passive pressure for resistance, a coefficient of 0.30 should be used. We recommend a perimeter drain be installed at the foundation level to control the water level behind any walls that retain soil (basement or crawlspace walls or retaining walls, if applicable). if this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided Seismic Considerations: Based on the soil conditions encountered in the test holes drilled on the site, seismic Site Class C is appropriate for the site according to the 2009 International Building Code (Table 1613,5.2). This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed by the code. Floor Slab Design and Construction: The existing, low expansive fill soils at the site should be suitable for support of the interior floor slab (provided that further evaluation of the fill materials is performed as described above). Some movement of a slab -on -grade floor system is still possible should the subgrade soils become elevated in moisture content. We estimate that potential total slab movement will be on the order of 1 -inch, provided that the other recommendations in this report are followed. Additional movement could occur should the subsurface soils be allowed to dry before slab construction or become wetted to significant depths, which could result in excessive movement. If slob movement cannot be tolerated, the use of structural floor systems supported on deep foundation elements, independent of the sub rade soils should be considered. M Geotechnical Engineering Report Proposed Office Building - Lakernont, Lot 6 Block 1- Wheat Ridge, CO PCH Project No.: 12.505.15 To reduce potential slab movements, the subgrade soils should be prepared as outlined in the "Earthwork" section of this report and adequate surface drainage needs to be maintained. The following additional recommendations should be considered in the design and construction of the building when using a conventional slab -on -grade floor: Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. Control joints should be provided in conventional slabs to control the location and extent of cracking. A minimum 2 -inch void space (slip joint) should be constructed below non-bearing partition walls placed on the floor slab. If this void must be constructed above the partition, some drywall cracking will likely occur prior to mobilization of the slip joint. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition wails should be isolated from suspended ceilings. The isolation should be checked and maintained throughout the life of the project. Interior trench backfill placed beneath slabs should consist of on-site soils, moisture conditioned and compacted in accordance with recommended specifications outlined below. The use of a vapor retarder should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautious regarding the use and placement of a vapor retarder. 0 Floor slabs should not be constructed on frozen subgrade, Other design and construction considerations, as outlined in Section 302,1R of the ACI Design Manual, are recommended. Surface Drainage and Landscaping: All grades must be adjusted to provide positive drainage away from structure during construction, and it is imperative that grades be maintained throughout the life of the development. Water permitted to pond near or adjacent to the perimeter of structures (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained, and water is allowed to infiltrate the supporting M Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No.. 12.505.15 We normally recommend exposed ground (not covered by driveways or sidewalks) around foundations be sloped at a minimum of 10 percent grade for at least 5 to 10 feet beyond the perimeter of the building, where possible. The use of swales, curb cuts, sidewalk chases and/or area drains may be required to facilitate drainage in unpaved areas around the perimeter of the building. After building construction and prior to completion of landscaping, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. A review of grading should also be performed after landscaping to assure grades have been maintained. Areas where foundation backfill has settled should be repaired immediately to prevent podding of water adjacent to foundations, Based on our experience, roof drain downspouts tend to deliver large amounts of water near foundations. Downspouts should discharge on flatwork or pavements or be extended away from the structure a minimum of 5 feet through the use of splash blocks or downspout extensions. A preferred alternative is to collect roof drains to discharge to storm sewers by solid, rigid PVC pipe or daylighted to a detention pond or other appropriate outfall, The project Civil Engineer should be consulted to design the system if this option is considered. We do not recommend discharging flow below the ground surface using flexible pipe, as slopes and pipe grades are difficult to maintain using this product, Outfalls should be protected from damage, blockage, and small animals. Landscaped irrigation adjacent to foundations should be minimized or eliminated. Planters located adjacent to structures or other critical features should preferably be self-contained, Sprinkler mains and spray heads should be located a rninimum of 5 feet away from the building line and outside the foundation backfill zone, if possible. Trees or other vegetation whose root systems have the ability to remove excessive moisture from the subgracle and foundation soils should not be planted next to the structure. Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to 1.5 tirries their expected mature height. Backfill against foundations, exterior walls and in utility and sprinkler line trenches should be well compacted and free of construction debris to reduce the possibility of moisture infiltration. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath buildings should be effectively sealed to restrict water intrusion and flow through the trenches that could migrate below the building. We recommend constructing an effective clay "trench plug" that extends at least 5 feet out from the face of building exteriors. The plug material should consist of on-site clayey soils compacted at a water content at or above optimum water content. The fill should be placed to completely surround utility lines and be compacted in accordance with recommendations in this report, Pavement Design and Construction- Design of private pavements for the project has been performed in general accordance with the Colorado Department of Transportation (CDOT) design methodology utilizing American Association of State Highway and Transportation Officials (AASHTO) design methods. Public roadway improvements, if any, will require a formal pavement thickness design be provided to the City of M Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No,: 12305.15 Wheat Ridge for approval prior to pavement construction. We are available to discuss these additional services with you, if needed, The referenced design methods are based on the subgrade soil support properties and anticipated traffic values, Existing Fill: As discussed, we estimate that approximately 9 to 12 feet, or more, of man-made fill is present at the site. Existing fills can present a greater than normal risk of post -construction movement of foundations, concrete slabs and other on grade structures supported on these materials. Because of the inherent uncertainty associated with the composition and engineering properties Of undocumented fills, there is risk of poor pavement performance. This risk cannot be eliminated within complete removal and recompaction of existing fill soils, however, the risk can be reduced by additional subsurface evaluation during construction and a thorough proofroll of the pavement subgrade soils. Existing fills should be further evaluated by excavation of test pits prior to pavement construction, At a minimurn, the subgrade materials should be scarified, moisture - conditioned and recompacted to a depth of 12 inches. Subgrade Soils: The clayey soils encountered at the site are considered to generally offer poor pavement support, Based on the properties of these subgrade soils, we have estimated a resilient modulus of 3,025 psi for the subgrade soils. At a minimum, we recommend pavements bear on 12 inches of moisture conditioned and recompacted soils, just prior to paving. A proofroll should be performed to confirm the stability of subgrade, Assumed Traffic: We assume that pavernents associated with the project may include private drive lanes, driveways, fire lanes, and surface parking for automobiles and light trucks. We assume that private pavements will be surfaced with either asphalt concrete or Portland cement concrete, Any improvements to adjacent public roadways will need to be designed and constructed according to the governing standards. Based on our experience with similar projects, the following traffic criteria were used for determining pavement thicknesses using a design life of 20 years: Driveways and parking stalls - maximum daily traffic of 1,000 cars per day (equivalent single -axle loads, ESA's of 22,000) Main site access drives and fire lanes — up to 5 trips/day by single -axle delivery trucks per day, I combined -axle truck per day and 1 trash truck per day, plus maximum daily traffic of 1,000 cars per day (73,000 ESAL's) The owner should review these assumptions, and we should be contacted to confirm or modify these resulting pavement sections, if needed. M Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 Pavement Sections: Recommended alternatives for flexible and rigid pavements are summarized for each traffic area as follows: Preliminary Pavement Thickness (inches) Traffic Area Alternative Asphalt Concrete Aggregate Base Portland Cement Surface Course Concrete A 54S Light -Duty Automobile and Light Truck B 4 6 Parking Only C 5 A 64 . Meavy Duty Pnvatc Einves, Fire ants, B 5 6 De4very truck access Pavement thicknesses recornmended are based on approved subgrade materials being properly moisture conditioned and compacted prior to paving. For areas subject to concentrated and repetitive loading conditions such as clumpster pads, and ingress/egress aprons, we recommend using a Portland cement concrete pavement with a thickness of at least 7 inches. For clumpster pads, the concrete pavement area should be large enough to support the container and tipping axle of the refuse truck. Each alternative should be investigated with respect to current material availability and economic conditions. Site grading is generally accomplished early in the construction phase. However, as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of paverrient construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. We recommend the pavement areas be rough graded and then thoroughly proofrolled with a loaded tandem axle dUrnp truck prior to final grading and paving, Particular attention should be paid to high traffic areas that were rutted and disturbed earlier and to areas where backfilled trenches are located. Areas where unsuitable conditions are located should be repaired by removing and replacing the materials with properly compacted fills. All pavement areas should be moisture conditioned and properly compacted to the recommendations in this report immediately IM Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 • Pavement Materials: Materials and construction of pavements for the project should be in accordance with the requirements and specifications of the City of Wheat Ridge and CDOT. Aggregate base course (if used on the site) should consist of a blend of sand and gravel that meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding 6 inches and compacted to a minimum Of 95 percent standard Proctor density (ASTM D698), Asphalt concrete should be composed of a mixture of aggregate, filler and additives (if required) and approved bituminous material, The asphalt concrete should conform to approved mix designs stating the Hveern properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures, Aggregate used in asphalt concrete should meet particular gradations. Material meeting CDOT Grading S or SX specifications or equivalent is recommended for asphalt concrete, Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3 -inch lifts and compacted within a range of 92 to 96 percent of the theoretical maximurn (Rice) density (ASTM D2041) or 95 percent Hveem density (ASTM D1560,D1561). Where rigid pavements are used, the concrete should be obtained from an approved mix design with the following mininnum properties: • Modulus of Rupture @ 28 days ....... 650 psi minimum • Strength Requirements ...... .....ASTM C94 • Cement Type .,.. ....... .... ____ ...... .......:..,...Type 11 Portland • Entrained Air, Content...... ... 6 to 8% • Concrete Aggregate ASTM C33 and CDOT Section 703 Concrete should be deposited by truck mixers or agitators and placed a maximum of 90 minutes from the time the water is added to the mix. Other specifications outlined by CDOT should be followed, Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation. The location and extent of joints should be based upon the final pavernent geometry. Sawed joints should be cut within 24 hours of concrete placement and be a minimum of 25 percent of slab thickness plus 1/4 inch, All joints should be seated to prevent entry of foreign material and doweled where necessary for load transfer. W Geotechnical Engineering Report Proposed Office Building — Lakemont, Lot 6 Block 1— Wheat Ridge, CO PCH Project No.: 12.505.15 gff1mirl vin; 111!111!111111! 11,111 111! gpilligillpill �IJEO+-� Exterior Stab Design and Construction: Flatwork will be subject to movement, particularly when bearing on backfill soils adjacent to the foundation and underground utility lines. The amount of movement will be related to the amount of wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements, • exterior slabs could be supported on a zone of fill with no, or very low, expansion potential. • strict moisture -density control should be used during placement of subgrade fills. • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements, • provision for adequate drainage in areas adjoining the slabs, • use of designs that allow vertical movement between the exterior slabs and adjoining structural elements. • support of critical flatwork on haunches attached to the foundation • Underground Utility Systems: All underground piping within or near the proposed structures should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress, Utility knockouts in foundation walls should be oversized to accommodate differential movements and anticipated backfill settlement, Coarse-grained backfill materials should not be placed within 3 feet of building penetrations to minimize the potential for transmission of surface water into the building. New utility trenches entering beneath the building should be backfilled entirely with an on-site clay soils to construct an effective "trench plug" extending at least 3 feet beyond the face of the perimeter foundation. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas. Concrete Corrosion Protection: Based or) the soils encountered in our borings and our experience in the area, we recommend concrete manufactured using ASTM Type 11 Portland cement, or equivalent, should be used for project concrete. Foundation concrete should be designed for moderate sulfate exposure in accordance with the provisions of Section 318, Chapter 4, of the ACI Design Manual. E Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No.: 12.505.15 PCH should be retained to review the final design plans and specifications so comments car) be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. PCH should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may Occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological {e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for Such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless PCH reviews the changes, and either verifies or modifies the conclusions of this report in writing, M Geotechnical Engineering Report Proposed Office Building — Lakemont, Leat 6 Block 1 — Wheat Ridge, CO PCH Project No.: 12.505.15 k� i m s� c� 00 v ca cc a W LM fj z LU C3 �a 0 0 'cccaF- o 0 0 0 cc a. z 0 t Q z 2 0 co uj r� x BORING NUMBER I Pickering, Cole, & Hivner 1070 W, 124 Avenue, Suite 300 PAGE I OF I Westminster, CO. 80234 Teiephone: 303.996.2999 CLIENT G liliggLn Hornes of Colorado PROJECT NAME,k—Mqq- �L 2 1 -a�o PROJECT NUMBER 12,505.15 PROJECT LOCATION _Wheat Eigge DATE STARTED 1/7116 COMPLETED 1/7/16 GROUND SURFACE ELEV.� PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Vine Laboratories GROUND WATER LEVELS: DRILLING METHOD CME-55/Solid Stern AUqtE DURING DRILLING 12,00 ft! Elev 5421,00 ft LOGGED BY MS CHECKED BY AG AFTER DRILLING 850 ft 6.Elev 5424,50 If 1/8/16 SURFACE CONDITIONS_ LowIL 0 AE Uj z 0 0 LU U) a 2 zw 0 < z t < I a. 0MATERIAL DESCRIPTION Uj LU CC aj Z -4 > a. 0 < Uj z z 0 uj:) 0 W 50 Q. 0 _Q f LLL- SANY N C Aff. va hes to Clayey Sand, with claysto ne/Sandstone fragments, light brown, brown, dark brown, grey, iron-starned, moist to wet, soft to stiff CL i CB 100 I 18 12 1 11 8 117 O6/500 0 z 100 18 r 12 12,6 1 117 1 +0,4/500 LU x CL 10 CB 0 5,112 ------ - ---- 01 X , 12 fine fight brown, brown, _RPPA, grained, _§LQNf_gEp §ANp rnoist to wet, very hard C6 0 5015 Uj r Z IT 5ANpy Qj.Ay5jQNejjEpBOQK, brown, grey, iron-stained, 51114,0 1 20 C8 100 50/5 18A mj 101m moist, very hard Q 100 /5 14 103 03 25 CB 50 �n Approximate bottom of borehole at 25.0 feet, is ys10 mLU 0 W o Pickering, Cale, & Hivner BORING2 1070 W 124 Avenue, Suite 300 PAGE 1 OF 7 Westminster, CO. 30234 _PCH Telephone: 303.996,2999 CLIENT __Gjjt arfdome=scif Coigrado _._ PROJECT NAMEE?re� ra��t� Coif �� �urld n� __1...�k rncsgIp' t 6 Block"I ------ PROJECT NUMBER 12 505,15 PROJECT LOCATION Wheat !9 DATE STARTED 117116 COMPLETED 1/7/16 _._ M _ . _ GROUND SURFACE ELEV 54 30..5,PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Vine Laboratories _._._ GROUND WATER LEVELS: DRILLING METHOD CME-55/Solid SternA�ac�er _ _ � CURING DRILLING, 1,4 00 ft 1 El v 5416.50 If LOGGED BY MS CHECKED BY .._AG _ ER DRILLING 103 00 it 1 Elf v 5420.50 If 118/1-6 SURFACE CONDITIONS _Lown rq§ts i 0}aa15 i r Ecc'S zt 0 MATERIAL DESCRIPTION � � ui > � � � cn � , a ( O 1 U r fix'20IJ 0 ' FI. --SANDY .A C Y rats YEY N . some 0^v�',,,.. 9 Gmstapha It debris, dark brown, brown, €moist, stifftrnedit. rn dense i 'C, i._.-......._..... ._..._,. ,..,... _,..,._._ _...._..._,-_ . ......... . ..... j 5 CLfSC i CB -100 17112 I $ 1 g 108 � x F4 E 112 §ANp i t{, fine grained dross clayey'. light 10 CE i 100 5016 13,5 � 106 i -02/500 brown, brown, iron -stained, :Waist to wren, very hard 1 i g F 15 ( CB 100 50/6 9 13 7 t 106 -0,21500 u 0 S409,5 ' g mm a ANC3Y C Y T N R . grey, blue -grey, brown, iron -stained, moist, very hard " X I>r- } CB 100 50 14,6 � 120 # i 3 30" r r ._, { i { I a 51915. .. 35 [3 . IOU 501 .. 5 162 1 117 —� Approximate bottom of borehole at 35,0 fejt. t 1 C Geotechnical Engineering Report Proposed Office Building — Lakernont, Lot 6 Block 1 — Wheat Ridge, CO PCH Project No,: 12.505.15 ApPEIN—D'I-X" A LABORATORY TEST RESULTS Pickering, Cole, & Hivner SWELUCONSOLIDATION TEST 1070 W, 124 Avenue, Suit: 300 Westminster= CO. 80234 _._,.. CH Telephone: 303.996.2999 CLIENT _jj!l oprl Hgmes of Colorado _ ......_.__. , ..._._....__ PROJECT NAM di -q � ± �t�urii E_�t � Block 1 ._w._.._._ PROJECT NUMBER 12,505,15 PROJECT LOCATION Wheat Ridge, CO I W 0 am M 0 0 w0 0) 1 APPLIED PRESSURE, ksf a BOREHOLE DEPTH r Classification 12.13 .._,_....._.....___. m FILL, - S AND LEAN CLAY Notes: Vater Added to Sample at 500 ps . 100 'Yd I #SIG% 117 ; .,. SWEICIATION TEST Pickering, Cole, & Hivner LUCONSOL 1 170 W, 124 Avenge, Shite 300 Westminster, CO. 80234 _.. C 11 H Telephone. 303.990.2999 CLIENT ..Gill n Ho es ref Colorado ._.___,_._..._. r...__._. _ PROJECTNAME Prrapp§s ?�rtix Lot6 Block I PROJECT NUMBER y 12.505 15 PROJECT LOCATION10 he�f RtJ e C? € ¢ ( a I I 1 i EEE Ik ! € k {. ,.7..,... __,.�.�..,.. „.,.,,.(. ... �......... 0 LU _ l I 1 i LD E € } .0 } -t Q LU Z € # € ! € V,i s € € l€ 19 € I 10 �_.__..___._.__._. 1001 0,1 1 10 APPLIED PRESSURE, ksf JIOLE 7PTI Clas�silicati._.--_ Ion NIt�/o #t 1 4 tl FILA ANDY LEAN CLAY i _.___.. i E� MY Date: 1-16-01 Notes: Water Added to ample at 500 ps#. No ns EST Pickering, Cale, & Hivner SWELUCONSOLIDATIONT 1070 W, 124 Avenue, Suite 300 Westminster, CO. 80234 PCH Telephone: 303.996.2999 CLIENT AtT Ps ri r It rad cat' t }si}ar dc> PROJECT NAME PROJECTNUMBER 12,505.15 PROJ CT LOCATION WIi at Ridge, C�1 _. _-. ...----.._--.___ — M n c; 0 k _�...w_ �. �.• k ..r_...._ _a,. .� --- --- m.....-,-. _._ ik r € £ '' ( v _. -4 - a. _, ..., P P k r ....,.. _m_ -4 -4- ...... iiii 1 1}1# k t E xg � 3 __._ _.. �__.�__ -.._._ __�_. _........_..__.__._ _ ____... 0A 1 10 100 APPLIED PRESSURE, ksf 1 S0R HOLE DEPTHClassificationyd C% I +2 9.0 SANDSTONE BEDROCK ��i 6 m _ 14 _ MMEMM t Pickering, Cole, & Hivner SWELUCONSOLI DATION TEST 1070 W. 124 Avenue, Suite 300 Westminster, CO, 80234 1' ,j Telephone: 303,996.2999 CLIENT Gift Hornes of Odor ... ................ PROJECT NAME_ R PROJECT NUMBER 12,505,15 PROJECT LOCATION Wheat Ridge, CO3 ----------- 10 6 -- — ---- 4 . .... .... --4 ------ 31 0 - - -- — ---------- ------- 21 0 C*— Z 'Q C) -2 -------- 0 7 o Z 0 ..... 5 �4' -6tl L 4 2 7 22 -D -8 0.1 1 10 100 I APPLIED PRESSURE, ksf Notes: Water Added to Sample at 500 psf. Date: 1-11-2016 Geotechnical Engineering Report Proposed Office Building - Lakemont, Lot 6 Block 1- Wheat Ridge, CO PCH Project No.: 12,505.15 PCH SS: Split Spoon - 1%" LD , 2" O.D,, unless otherwise noted H& Hollow Stem Auger ST: Thin -Wailed Tube 2.5" 0,0,, unless otherwise noted PA: Power Auger R& Ring Sampler - 242" LD., 3" 0,D,, unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92"" LD., 2.5" 0,13., unless otherwise noted RB: Rock Bit B& Bulk Sample or Auger Sample WB Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch 0,D, split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound harnmer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" 0,13, California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer failing 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N-vafue". WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB- After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated, Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations, DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification Systern, Coarse Grained Soils have rnore than 50% of their dry weight retained on a #200 sieve; their principal descriptors are; boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve: they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-ptastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK LqA1 L§.Sj iM L§LSJ Relative Lq-B-1 L§ JS Blows/Ft, Blows/Ft. Consistent v Blows/Ft, Blows/Ft. 920-s-ity plows/Ft. Blows/ t. Cons!g2M < 3 0-2 Very Soft 0-5 < 3 Very Loose < 24 < 20 Weathered 3-5 3-4 Soft 6-14 4-9 Loose 24-35 20-29 Firm 6-10 5-8 Medium Stiff 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 11-18 9-15 stiff 47-79 30-50 Dense 61-96 50-79 Hard 19-36 16-30 Very Stiff > 79 > 50 Very Dense > 96 > 79 Very Hard > 36 > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAIN SIZE _TERMINOLOGY GRAVEL Descriptive Terms of Percent of Maier Carrs anent Other Constituents Pry Weiqht 2!Sam -Ple Particle Size Trace < 15 Boulders Over 12 in, (300mm) With 15-29 Cobbles 12 in. to 3 in, (3( 0mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0,07 mm) Silt or Clay Passing #200 Sieve (0,075mm) RELATIVE PROPORTIONS OF FINES PLA§jl!gllY _DESCRIPTION Descriptive Terms of Percent of Other Constituents PMWel qht Term Plasticitv Index Trace <5 Non -plastic 0 With 5-12 Low 1-10 Modifiers >12 Medium 11-30 High 30+ Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests^ Soil Classification For classification of fine-grained Group 50 of coarse-grained soils cis Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu 4 and 1 s Cc � 31 GW Well graded gravel" More than 50% retained More than 50% of coarse Less than 5% fines" Cu 4 anchor I , Cc � 3F Go Poorly graded gravel' 30 fraction retained on 0 on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silly gravel"' than 12% fines' Fines classify as CL or CH GO Clayey gravel" " 7 4 Sands Clean Sands Cu 6 and I % Cr, s 31 SW Well graded sand' 0 5011,/¢, or more of coarse Less than 5% fines°} Cu to and/or 1 > Cc > 3t• SP moody graded sand' fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH Slid Silty sand"" More than 12% finest' Fines classify as CL or CH SC Clayey sand"" Fine -Grarned Soils Silts and Clays Inorganic PI > 7 and plots on or above 'A" line' CL Lean clay"' 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line,' ML Silt' ' No, 200 sieve Organic Liquid limit - oven Organic clay" ',- 015 dried OL Liquid limit . not Organic silt" dried Silts and Clays inorganic Pt plots on or above "A" line CH Fat day" Liquid limit 50 or more PI plots below "A" line MH Elastic silt"' Organic Liquid firtrit ., oven dried Organic clay" .0.75 OH Lruruid limit -tical dried Organic silt' Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3 -in, (75 -mm) sieve If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 121,1,1,, fines require dual symbols: GW -GM well graded gravel with silt, GW GC well goaded gravel with clay, GP -GM poorly graded gravel with silt. GP -GC poorly graded gravel with clay. Sands enth 5 to 12% fines require dual symbols: SW -SM well graded sand with silt, SVV-SC well graded sand with clay, SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay Cu=DrciD) Cc -- Du) x Dbo If soil contains , 15% sand, add "willn sand" to group name, vIf fines classify as CL -ML, use dual symbol GC -GM, or SC,. alai. ,"If fines are organic, add 'with organic fines' to group name, If soil contains o 15% gravel, add "with gravel"' to group name. if Atterberg limits plot in shaded area, soil is a CL -ML, silly clay. "If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant, If soil contains �e 30% plus No. 200 predominantly sand, add ,.sandy" to group name. It soil contains e 30% plus No. 200, predominantly gravel, add "gravelly" to group name. `° Pi c, 4 and plots on or above "A" line, cF`l < 4 or plots below "A" line. "PI plots on or above "A" fine, "Pi plots below "A" line. 60 For classification of fine-grained soils and fine-grained traction 50 of coarse-grained soils cis Equation of "X'- iine r Horizontal at PIA to LA_25,5 Pl=0.73 X x X 40 LJ then (LL -20) 0 0 Equalion o I "U" - iine Vertical at LLa-, 16 to Pl.='11',r 30 then Pl-.0,9 (11-8) 0 00 20 as MH or OH 7 4 ML tar OL o 0 10 16 '20 30 13 so 610 70 80 90 100 110 LIQUID LIMIT (LL) ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro -crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [Ca Mg(CO3)21. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides, Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3), May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Silt tones consist predominantly of silt sized particles (0,0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. 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May 19, 2016 18933 Aldine Westfield - Houston, Texas 77073 Phone: 281-443-9065 - Fav 281-443-9064 - Toll Free: 888-467-4443 CUSTOMER: Double Helix Construction ADDRESS: 4934 N. Bayou Hills Road Parker, CO 80134 END-USER: Gilligan Family Ltd. Partnership JOBSITE: 11937 1-70 Frontage Rd, N. Wheat Ridge, CO 80033 COUNTY: Jefferson BUILDING END-USE: Warehouse Rigid Global Buildings, LLC, an IAS accredited manufacturer of metal building systems under accreditation criteria AC472, certifies that the above structures were designed in accordance with the A.I.S.C. Specification for Structural Steel Buildings -- Allowable Strength Design, ANS11AISC 360-10, the A.I.S.I. Standard, North American Specification for, the Design of Cold -Formed Steel Structural Members, S100-071S.T-10 Edition, A.W.S. D1.1-04 Structural Welding Code -Steel and A.W.S. D1,3-98 Structural Welding Code - Sheet Steel and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2012 International Building Code. (Refer to Building Description and Design Loads on succeeding pages) Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities. open web joists, if used and supplied by RGB shall be from a Steel Joist Institute (SJI) approved manufacturer. This Letter of Certification covers only the steel building and its components furnished and fabricated by Rigid Global Buildings, in its approved facility at Houston, Texas. It specifically excludes accessories, anchor bolts, foundation, masonry, or general contract work as well as erection certification. Professional Engineer www.RigidBuilding.com Page I of 3 ,:cnt.--.,,'nuat.ion, Rigid S,O� Nd, 53286 BUILDING DESCRIPTION BUILDING INC 12 A FRAME TYPE DEAD LOAD (psf) Single Slope WIDTH 3,0 (ft) 80 LENGTH (ft) 160 PAVE HEIGHT @ BACK SIDEWALL (ft) 20.17 EAVE HEIGHT @ FRONT SIDEWALL (ft) 23.5 ROOF SLOPE @ BACK SIDEWALL Internal Pressure Coefficient, GCPi 0.5:12 ROOF SLOPE @ FRONT SIDE14ALL Design Wind Speed Components Wind Pressure (psf) BAY SPACING PROM LEFT TO RIGHT (ft) 8 at 20 DESIGN LOADS DESIGN CODE INC 12 ENCLOSURE Closed DEAD LOAD (psf) Metal building strucCure only ny RGB COLLATERAL LOAD (psf) 3,0 WIND LOAD Ultimate Design Wind Speed cult (3 sec. gust) = 130 mph Nominal Design Wind Speed Vasd (3 sec. qcast} = 100�7 mph Risk Category II - Normal Wind Exposure C Internal Pressure Coefficient, GCPi +0.18/-,0.18 Closed Design Wind Pressure For Wall Based on Nominal Design Wind Speed Components Wind Pressure (psf) 18.9 Components Wind Suction (psf) --20,7 Claddings Wind Pressure (psf) N/A Claddings Wind Suction (psf) N/A LIVE LOAD Primary Framing (psf) Tributary Area Reduction No Secondary Framing (psf) 20.00 SNOW LOAD Ground Snow Load, Pg (psf) 30,00 Roof Snow Load, Pf (psf) 30.00 Sloped Roof Snow Load, Ps (psf) 30.00 Snow Exposure Factor, Ce 1.00 Snow importance Factor, Is 1_00 Thermal Factor, Ct 1.00 Slope Factor, Cs 1.00 SEISMIC LOAD Seismic Importance Factor, Ie 3..40 Seismic occupancy Category a II - Normal Site Class D Mapped Spectral Response Acceleration Ss=0.189 :SI=0.060 Spectral Response Coefficient Sds=0.202 Sdl=0,096 Seismic Design Category B Basic Force Resisting Systems Used Steel Systems Not Specifically Detailed For Seismic Resistance Rigid Frames Braced Frames Total Design Base Shear, V (kips) 30.65 Response modification Factors, R Rigid Frames = 3.00 SW X--Bracinq = 3,00 SW Wind Bent = 3.00 EW X -Bracing = 3,00 Seismic Response Coefficients, Cc Rigid Frames = O 0672 SW X -Bracing = 0,0672 SW Wind Bent = O.0672 EW X -Bracing = 0,0672 Analysis Procedure Used Equivalent Lateral Force Procedure Cont.ir,uatlon, Rigid S.0, No, 53286 DESIGN and DETAIL REQUIREMENTS Wall Condition : Parapet all (By Others) : Wall Loads : (3) -Roof Curbs (by others) Deflection Limits . Mezzanine Loads : 1, Endwalls and front sidewall are fully open for bricks and studs by others. 2. Back sidewall is fully open for cementitious siding and studs by others. 1. 241-611 parapet wall at endwalls and front sidewall by others. 1. 5S psf for brick wall by others. 1. RGB to provide support for (3) - roof curbs (by others) at approximately 295 lbs a piece, 1. L/240 Live load,Wind load (purlin & rafter) 2, T1/180 Total load,wind load (purlin & rafter) 3. L/240 Rigid,Frame Vertical 4, H/200 Rigid Frame Horizontal 5. H/240 Endwall Column Horizontal 6. L/240 Spandrel, Beams 7. L/240 for Mezzanine Beam (total load) 8. L/360 for Mezzanine Beam (live load) 1, Dead Load = 46 r,)sf 2. Live Load = 125 psf 3. Top of Mezzanine = 10'-0" RIGID S.O. NO.: CUSTOMER: ADDRESS: E II IVB III ILII COUNTY: BUILDING END-USE: Ifflogammll1m Innovation - New Technology - Better Products -- Global Reach 53286 Double Helix Construction 4934 N. Bayou Hills Road Parker, CO 80134 Gilligan Family Ltd. Partnership 11937 1-70 Frontage Rd. N. Wheat Ridge, CO 80033 Jefferson Warehouse Rigid Global Buildings, LLC, an IAS accredited manufacturer of metal building systems under accreditation criteria AC472, certifies that the above structures were designed in accordance with the A.I.S.C. Specification for Structural Steel Buildings -- Allowable Strength Design, ANSTIAISC 360-10, the A.IS.I. Standard, North American Specification for the Design of Cold- armed Steel Structural Members, 5100-071SI-10 Edition, A.W.S. D1.1-04 Structural Welding Code -Steel and A.W.S. 411.3-98 Structural Welding Code - Sheet Steel and generally accepted engineering practices. Loads applied to design the building/s are no less than the requirements prescribed in the order document and the design satisfies the requirements of the 2012 International Building Code. (Refer to Building Description and Design Loads on succeeding pages) Accessories provided by others are to sustain the design wind load. Likewise, the customer is to ensure that the above loads comply with the requirements of local regulatory authorities, open web joists, if used and, supplied by RGB shall be from a Steel Joist Institute (SJI) approved manufacturer. This Letter of Certification covers only furnished and fabricated by Rigid Global Houston, Texas. It specifically excludes masonry, or general contract work Sincerely, Professional Engineer the steel building and its Buildings, in its approved accessories, anchor bolts, if ication. www.RigidBuilding.com Page I off Cont-Inuation, Rigid S,O, No53286 BUILDING DESCRIPTION BUILDING IBC 12 A FRAME TYPE DEAD LOAD (psf) Single Slope WID,rH 3.0 (ft) 80 LENGTH (ft) 160 EAVE HEIGHT @ BACK SIDEWALL (ft) 20.17 RAVE HEIGHT @ FRONT SIDEWALL (ft) 23.5 ROOF SLOPE @ BACK SIDEWALL Internal Pressure Coefficient, GCPi 0.5 12 ROOF SLOPE @ FRONT SIDEWALL Design Wind Speed Components Wind Pressure (psf) BAY SPACING FROM LEFT TO RIGHT (ft) 8 at 20 DESIGN LOADS DESIGN CODE IBC 12 ENCLOSURE Closed DEAD LOAD (psf) a Metal building structure only by RGB COLLATERAL LOAD (psf) 3.0 WIND LOAD Ultimate Design Wind Speed s Vult (3 sec. gust) = 130 mph Nominal Design Wind Speed Vasd (3 sec. gust) = 100.7 mph Risk Category 11 - Normal Wind Exposure C Internal Pressure Coefficient, GCPi +0.18/,-0.18 Closed Design wind Pressure For Wall. Based on Nominal Design Wind Speed Components Wind Pressure (psf) 18.9 Components Wind Suction (psf) -20.7 Claddings Wind Pressure (psf) N/A Claddings Wind Suction (psf) N/A LIVE LOAD Primary Framinq (psf) 20.00 Tributary Area Reduction No Secondary Framing (psf) 20.00 SNOW LOAD Ground Snow Load, Pg (psf) 30.00 Roof Snow Load, Pf (psf) 30.00 Sloped Roof Snow Load, He (psf) 30.00 Snow Exposure Factor, Ce 1.00 Snow Importance Factor, Is 1.00 Thermal Factor, Ct 1.00 Slope Factor, Cs 1,00 SEISMIC LOAD Seismic Imeortance Factor, In 1.00 Seismic Occupancy Category z II - Normal Site Class D Mapped Spectral Response Acceleration Ss=0.189 :Sl=0.060 Spectral Response Coefficient SdS=0.202 :Sdl=0.096 Seismic Design Category B Basic Force Resisting Systems Used Steel Systems Not Specifically Detailed For Seismic Resistance Rigid Frames Braced Frames Total Design Base Shear, v (kips) 30.65 Response Modification Factors, R Rigid Frames = 3.00 SW X-Bracinq = 3.00 SW Wind Bent = 3.00 EW X -Bracing = 3.00 Seismic ResDonse Coefficients, Cs Rigid Frames = 0.0672 SW -B acing = 0.0672 SW Wind Bent = 0.0672 EW X --Bracing = 0.0672 Analysis Procedure Used Equivalent Lateral Force Procedure Colltinuation, Rigid S.O. No53286 DESIGN and DETAIT, REQUIREMENTS Wall. Condition I. Endwalls and front sidewall are fully open for bricks and studs by others. 2. Back sidewall is fully open for cementitious siding and studs by others. Parapet Wall. (By Others) 1. 24'-6" parapet wall at endwalls and front sidewall by others. Wall. Loads 1. 55 psf for brick wall by others. (3) -Roof Curbs (by others) I. ROB to provide support for (3) - roof curbs (by others) at approximately 295 lbs a piece. Deflection Limits 1. L/240 Live load,Wind load (puri in & rafter) 2. L/180 Total load,Wind load (purlin & rafter) 3. L/240 Rigid Frame Vertical, 4. H/200 Rigid Frame Horizontal 5. H/240 Endwall Coluinn Horizontal 6. L/240 Spandrel Beams 7. 2:/240 for Mezzanine Beam (total load) 8. L/360 for Mezzanine Beam (live load) Mezzanine Loads : 1. Dead Load = 46 psf 2. Live Load = 125 psf 3. 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'eb# tdNa 4AY~ T;0 4 & 0Yf i"b V,00 Yd AY _ 4.& S SV Y.Y R.0 ds 03 8.4 P.F a,A 7 G, bw dill tzl c C', r =91 99 K n 4 �f Is 13 10733 East 3Dr. AuromCO W014 � TELOOV696-636.1 1 i � �� t�tM1M1y d t y ' d t d w �x 'ar P x� t b 1 7 � s s i � �� t�tM1M1y d t y ' d The following documents are being re -submitted. 1 - Soils Report 2 - Foundation Calculations 2 - COMcheck Compliance certificates 2 - Structural Steel Calculations 2 - Sets of Stamped Steel Drawings 2 - Sets of Stamped Architecturals 2 - Sets of Stamped Mechanical Drawings 2 - Sets of Stamped Electrical Drawings If there are any documents I have excluded, please let me know. e lk Comdklec# cfftvv&-ea 4.0.2,,9 11.937 1-70 Frontage Road North Kevin Gilligan Kevin Gilligan "'� Gilligan Commercial Contracting 4374 E. Phillips Place 4374 E. Phillips Place Centennial, CO 80122 Centennial, CO 801.22 303-419-8596 Envelope Compliance Certificate Roof 1. -Metas Building, Standing Seam, Double Insulation Layer with 3250 16.O 22,0 0,028 0,035 Thermal Blocks (c), (Bldg, Use 1 - Workshop] Roof 2, Me tai Building, Standing Seam Double Insulation Layer with Energy Code: 2012 TFCC; Project Title Lakemont Landing Lot 6 Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Gia;nng / Wall Area: 17% Constructton Site, Ciwner/Agent: Designer/Contractor, 11.937 1-70 Frontage Road North Kevin Gilligan Kevin Gilligan Wheat Ridge, CO 80033 Gilligan Family Limited PArtnership Gilligan Commercial Contracting 4374 E. Phillips Place 4374 E. Phillips Place Centennial, CO 80122 Centennial, CO 801.22 303-419-8596 303-419-8596 kgdH6@_),gmaiI.com kgHH6cot grnail,corn Building Area Floor Area 1 -Workshop � Nonresidential 3250 2 -Office : Nonresidential 1411 3 -Showroom (Retail): Nonresidential 3756 4 -Warehouse w/ main 'TQ _Rct clay titin Nonresidential 4736 Additional Efficiency Package Reduced interior iighting power, Requirements are srrrpficrtly enforced within mterror lighting allowance calculations, v Assembly Gross Area Cavity Cont. Proposed Budget U- or R -Value R -Value U -Factor Factorm Perimeter Roof 1. -Metas Building, Standing Seam, Double Insulation Layer with 3250 16.O 22,0 0,028 0,035 Thermal Blocks (c), (Bldg, Use 1 - Workshop] Roof 2, Me tai Building, Standing Seam Double Insulation Layer with 1411 16,0 22.0 0,028 0.035 Thermal Blocks (c), [Bldg, Use 2 - Office) Roof 3: fdeta£ Boding, Standing Seam, Double Insulation Layer with 3756 16.0 22,0 0.028 0,035 Thermal Blocks (c), [Bldg, Use 3 - Showroom) Roof 4 Metal Building, Standing Seam, Double Insulation Layer with 4736 16,0 22,0 0,028 0.035 Thermal Necks (c), [Bldg- Use 4 - Warehouse vor rain 70 pct daylighting] Exterior Wall 8: Steel -Framed, 24" o.c., (Bldg. Use 4 - Warehouse so 820 00 22,0 0,040 0,064 min 70 pct daylighting] Door 8: Insulated Metal, Non -Swinging, [Bldg. Use 4 - Warehouse w/ 168 --- 0,058 0.058 min 70 act daylighting] Door 9Insulated Metal, Swinging, [Bldg, Use 4 - Warehouse w/ min 70 21 0800 0,370 put dayfighfingl Door 10- Insulated Metal, Non -Swinging, [Bldg. Use 4 - Warehouse wl 168 --- 0,058 0,058 min 70 pct dayfighting] Floor I Slab-OrrGmde: Unheated. Vertical 3 ft- (Bldg. Use 1 - 120 7,5 0.530 0.540 Workshop) (b) Floor 2: Slab -On -Grade: Un heated, Verlical 3 ft_ [Bldg Use 2 - 100 7.5 0,530 0.540 Office] (L,) Project Title: Lakemont Landing Lot 6 Report date: 05124/16 Data filename: E:\My Doc ulme nts\Lake mont Building\11937 1-70 Frontage Road North 25.cck Page 1of 20 Assembly Gross Area Cavity Cont. Proposed Budget U - or R.Value R -Value U -Factor 'actors., Perimeter Floor 3 t3lab On-CradeUnheated. Vertical 3 ft., (Bldg. Use 3.-._ 120_. _...-.__-.._..Rn 7.5 0,530 0,540 Showroom] (b) Floor 4: Slao-Can-Crade:Unheated, Vertical 3 ft, [Bldg. Use 4 - 140 _._ T5 0.530 0.540 Warehouse wl min 70 pct daylighting] (b) [ Exterior Wall 1 copy 1: Steel -Framed, 24" o.c., [Bldg. Use 9 - 3040 0.0 22.0 0,040 0.064 Workshop] Exterior Wall 2 Steel -Framed, 24" o.e., [Bldg, Use 2 - Office] 3040 0.0 22.0 0.040 0.064 A5i Exterior Wail 2 copy 1 Steel -Framed, 24" o c., [Bldg. Use 2 - Office] 330 0.0 22.0 0.040 0.064 Exterior Wall 7` heed -Framed, 24" o.c , [Bldg. Use 3 - Showroom] 1260 0.0 22.0 0.040 0.064 Window 6: Metal F=rame with Thermal Break:Fixed„, Peal, Type: Energy 131 ___ ___ 0.650 0.350 code default, Double Fane, Tinted , SHGC; 0.60, [Bldg. Use 3 . Showroom] !H Exterior Wall 3. Steel -Framed, 24" o.c . [Bldg Use 3 - Showroom] 1260 0.0 22,0 0 040 0.064 Window 3: Metal Frame with Thermal Break:Fixed, Peri. Type: Energy 210 rt._ __- 0.650 0.380 code default, Double Pane, Tinted, SHGC 0.60. (Bldg. Use 3 . Showroom] Window 4: Metal Frame with Thermal Break:Fixed, Peri. Type. Energy 210 ___ 0.650 0.380 code default, Double Pane, Tinted , SHGC 0 60, [Bldg. Use 3 - Showroom] Windows 5: Metal Frame with Thermal Break:Fixed, Peri. 3`ype', Energy 88 .. --w 0.650 0.380 code default, Double Pune, Tinted . SHGC, 0.60, (Bldg. Use 3 - Showroorss] Door 4 Blass > 501}3 giazing):Metal Frame, Entrance Door, Perf, Type: 21 03 800 0.770 Energy code default, Double Parse„ Tinted, SHGC 0.60, (Bldg. Use 3 - Showroons[ Door 5, Glass (> 50% glazing).Metal Frame, Non -Entrance Door, Pert. 64 -_- 0,800 0.770 Type: Energy code default, Double Pane with Low -E, Tinted , SHGC 6.60, [Bldg. Use 3 - Showroom] Exterior Wall 4: Steel -Framed, 24`° o.c„ [Bldg. Use 4 a Warehouse wa' 2050 0.0 22.0 0.0401 0.064 Hain 70 {act daylighting] Window 7: Metal France with Thermal Break:Fixed, Peri. Type: Energy 210 ___ 0.650 0.380 code default, Double Parse. Tinted , SHGC 0.60, [Bldg, Use 4 - Warehouse wl min 70 pct day0ighting] Window 7 array 1. Metal Frame with Thermal Break:Fixed, Peri, Type' 210 .-- 1.6501 0.380 Energy code default. Double Pane, Tinted, SHGC 01.60, [Bldg. Use 4 - Warehouse w" min 70 pct daylightng] Window 7 copy 2 Metal Frame with Thermal Break.Frxed, Pert, Type: 210 --- 0.650 0 380 Energy code default, Double Pane, Tinted , SHGC 0.60, [Bldg. Use 4 - Warehouse wi min '70 pct daylighting] Window 7 copy 3: Metal Frame with Thermal Break:Fixed, Perf. Type 210 _-- -_- 0.650 0.380 Energy Cade default. Double Pane, Tinted , SHGC 0.60, [Bldg, Use 4 - Warehouse wl min 70 pet daylighting] Window 7 copy 4: Metal Frame with Thermal Break:Fixed, Perf, Type: 210 ___ 0.650 0.380 Energy code default. Double Pane. Tinted, SHGC 0.60, [Bldg. Use 4 Warehouse wl ruin ill pct daylighting] Windows 7 coayy 5 Metal Frame with Thermal Break:Fixed, Pert Type: 78 0.650 0.380 Energy code default. Double Pane, Tinted . SHGC 0.60,. (Bldg. Use 4 - Warehouse wl min 70 pct daylighting] Boor 6: Class (> 50% glazing):Metai Frame, Noss -Entrance Door, Peri, 21 __ 0.800 0.770 Type: Energy code default, Double Pane. Tinted , SHGC 0. 60, [Bldg. Use 4 - Warehouse w/ min 70 pct daylighting] Door 7 Glass (> 50% glazing):Meta€ Frarne„ Non -Entrance Door, Part 64 ___ ___ 0,800 0.770 Type: Energy code default, Double Parse, Tinted , SHGC 0.60, [Bldg Use 4 • Warehouse wl min 70 pct daylighting] Project Title:t-akernarst Lending Lot 6.m...a_..w____..�. O,epCrti date;. 05174116 Data filenarne: E:\My Doc urnents\Lakemont Building\11937 t-70 Frontage Road North 25.cck Page 2 of 20 Assembly Cross Area Cavity Cont. Proposed Budget U. or R -Value -Value U - Factor ctobS Perimeter Exterior 'Nall 1 Steel -Framed 4" o . (Bldg Use ? - Workshop) 815 00 22,0 0,040 0.064 Window 1: Metal Frame With Thenal Break:Fixed, Pert, 'Type: Energy 152 — ._W 0.650 0,380 code default, Double Fane, Tinted, SHGC 0.60, [Bldg. Use 1 - WWorkshop Door 1 Insulated Metal, Roan -Swinging. [Bldg Use 2 - Workshop] 168 — .._ 0.058 0.058 Door 2. Insulated Metal, Swinging, ]Bldg. Use 1 . Workshop] 21 m__ ___ 0.7703 0.370 Door 3: Glass (=> 50% glazing):Metal Frame, Non -Entrance Door, Ped, 21 .__ m__ 0.800 0.770 Type Energy code default, Double Fane. Tinted , SHCC 0.60, ]Bldg, Use 1 - Wor kshopj _ qui.� � de requirements. (a) Budget U -factors are used for software baseline calculations QPxiI.Y. and are not cry (b) Slab -On -Grade proposed and budget LI -tactors shown in table are F -factor's. (c] Thermal spacer block with rninimurn -3.5 moist be installed above the purlin/batt, and the roof deck secured to the purlins. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit applpcation. The proposed envelope systerns have been designed to rneet the 2012 IECC requirements in r~'OMcheck Versitfrr4,0,2.g and to compl,� ,tiff the mandatory requirements listed Et1 the irlSpeCtli7rt t"'heCkiiSt r e Tide t k taEgr tai CiCe._ Project Title: Lakernont Landing Lot 6 Report date: 05124/16 Data filen<arne: F.\My i ocurnents\Laakernont Building\11937 3-70 Frontage Road North 25,cck Paye 3 of 20 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title Project Type: ("'Ionstructon Site: 3,1937 1-70 Frontage Road North Wheat Ridge, CO 80033 2012 IECC Lakernont Landing Lot 6 New Construction Owner/Agent Kevin Gilligan Gilligan Farniiy Limited Partnership 4374 E. Phillips Place Centennial, CO 80122 303-41.9-8596 kgilli6@gmaii.com Designer/Contractor: Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmaii.com Additional Efficiency Package Reduced interior lighting power Requirements are irnplicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C Area Category Floor Area Allowed I -Workshop 2 -Office 3-Showrcorn {Detail) 4 -Warehouse wl min 70 pct claylighting A Fixture ID : Description I Lamp / Wattage Per Lamp / Ballast 1-3L, � -0k i 1Q P- LED 8 Other: ?.--Qff S -1(1x LED 9 Other: 3- I1 +q:Lkprra F to J1 LED 1f0:Other: 4-ANP-1et1Q-V5"1--MjR1Q-P "tayjigbktiog LED 11: Other: LED 12: Other. LED 13, Other: LED 14, Other (M) Watts / ft2 3250 1,19 1411 0,85 3756 1,30 4736 0.60 Waft. 'Total Ailowed Watts D Allowed Wafts (B X C) 3900 '1199 4883 2842 12824 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 1 10 200 2000 1 16 50 800 1 16 200 3200 1 12 200 2400 1 8 36 288 1 2 23 46 1 2 22 44 -Total Proposed Watts 8778 Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenanie: E:\My Docurnents\Lakernont 13uilding\11937 l-70 Frontage Road North 25.cck Page 4 of 20 Interior Lighting Compliance Statement Compliance Statement: 'rhe proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit applicat.j. I and to comply vj,it the mandatory rectiAreents . The proposed interior lighting systems have been .9 rn designeq to meet the 2012 IECC requirements in COMcheck Ver 19 listed kthe Inspection Checklist, ge Signatefe Dat e"-," Title r Project 'Title Lakeniont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My DOCUrnents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 5 of 20 . . ........ A, 'q' MEEMMUM= Energy Code: Project Tale Project Type: Exterior Lighting Zone Construction Site: 11937 1.70 Frontage Road North Wheat Ridge, CO 80033 I= Anil 2012 IECC Lakernont Landing Lot 6 New Construction 2 (Light industrial area with limited nighttime use) Owner/Agent: Kevin Gilligan Gilligan Farnilly Lifnited PArtnership 4374 EPhillips Place Centennial, CO 80122 303-419-8596 kgilii6@gmaii.coni Designer/Contractoc Kevin Gilligan Gilligan Commercial Contracting 4374 E, Phillips Place Centennial, CO 80122 303-419-8596 kgilli6@gmad,corn C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) ft20,06 Yes 0 Total Tradable Watts (a) = 0 Total Allowed Watts = 0 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only .allowed between tradable areas/surfaces (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces Proposed Exterior Lighting Power E Fixture ID: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. LED 1 Other: 5 26 130 Total Tradable Proposed Watts 130 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this docurnent is consistent with the building plans, specifications, and other calculations submitted with this perrnit"pj�ication. The proposed ex�_prior lighting systems have been designe to meet the 2012 IECC requirements in COMcheck Versiob 4.0.2.9 and to corrip!y4kin the mandatory requirements the lnspectiolg,Checklist. -0 .'g /< e� z r� itle 111111�e Project "i Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E,\My Docurnents\Lakemont Building\11937 L-70 Frontage Road North 25,cck Page 6 of 20 SEEMMMMMMEM Energy Code: Project'Fitle Location: Climate Zone, Project Type Construction Site, 11937 1-70 Froritage Road North Wheat Ridge, CO 80033 . .. . . ... . .. . .. 2012 IECC Lakemont Landing Lot 6 Wheat Ridge, Colorado 5b New Construction Owner/Agent: Kevin Gilligan Gilligan Family Limited PArtnership 4374 E, Phillips Place Centennial, CO 80122 303-419-8596 kgilti6@gniaii.com Designer/Contractor Kevin Gilligan Gilligan Commercial Contracting 4374 E. Phillips Place Centennial, CO 80122 303-419-8596 kgilh6@grnaiLcon) Additional Efficiency Package Reduced interior lighting power Requirements are implicitly enforced within interior fighting allowance calculations. Mechanical Systems List Quantity System Type & Description I HVAC ystern I (Single Zorre): Heating: 1 each, Central Furnace, Gas, Capacity = 62 kBtLi/h Proposed Efficiency = 92,00% Et, Required Efficiency 80,001% Et Cooling: 1 each - Field -Assembled DX Systema, Capacity 24 k8tu/h, Air-Cooied Condenser, No Economizer. Economizer exception: None No minimum efficiency requirement applies Fan System None 1 HVAC System 2 {Single Zone): Heating: 3 each - Radiant Heater, Gas, Capacity = 75 kBtu/h No minimurn efficiency requirement applies Fan Systema: None 1 HVAC System 7 (Single Zone): Hearing: I each- Radiant Heater, Gas, Capacity = 50 k6tU/h No rninimurn efficiency requirement applies Fan System. None Mechanical Compliance Statement Compliance Statement.' The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations Submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Vers irori l"W,0219 and to corTIpl)vw`r'th the mandatory reqUirements listed in,the Inspection hecklist. 4"1 I�el Date Project Title: Lakemont Landing Lot 6 Report date: 05/24/16 Data filen arae: E:\My Docurnents\Lakemont Bullding\11937 1-70 Frontage Road North 25.cck Page 7 of 20 kJ E InspecUlain Checklist Energy Code: 2012 IECC Requirements: 98,0% were addressed directly in the COMcheck software Text in the "Cornments/Assurriptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemize d in a separate table, a reference to that table is provided, I High Impact (Tier 1) 2 Medsurn impact (Tier 2) 3 t -ow Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date. 05/24/16 Data filename: EAMy Doc u ments\Laken)o nt Building\11937 1-70 Frontage Road North 25,cck Page 8 of 20 C1012 Plans and/or specifications provide all ,'_.3Comphes Requirement will be met, [PR111 afformation with which compliance LJDoes Not can be determined for the building of Observable envelope and deco rnent where _J L"DINot Applicable exceptions to the standard are claimed, C1012 Plans, specifications, and/or DComplies Requirement will be met. [PR211 calculations provide all information 0oes Not with which compliance can be Observable determined for the mechanicalLi'Not systerns and equipment and [_;Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C1012 Plans, specifications, and/or, L-lComplies Requirement will be met. [PR4]1 calculations provide all information D a a s Not with which coinphance can be Not Observable determined fear gr the interior lighting E.Not Applicable and electrical systerns and equipment and document where exceptions to the standard are dairned. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformer's and control devices. 0103,2 Pians, specifications, and/or [._'Complies Requirement will be rnet. [PR811 calculations provide all information ",--,'JDoes Not with which cornpiiance can be /Not Observableghting L_ deterrnined for the exterior fi and electrical systerns and equipment 'E /Not Applicable arid document where exceptions to the standard are claimed, information provided should include exterior lighting power- CaICUiations, wattage of bulbs and ballasts, transformers and control devices. 0:406 Plans, specifications, and/or OCouiplies Requirement will be met. [PR911 calculations provide all information LJDoes Not with which compliance can be r'. 3Not Observable determined for the additional energy �L efficiency package options. ]Not Applicable J C4023.1 The vertical fenestration area <= 30 t_lCornplies Requirement will be met. (PR1011 percent of the gross above -grade wall EiDoe's Not area. _1--rNot Observable _J !_.Not Applicable I High Impact (Tier 1) 2 Medsurn impact (Tier 2) 3 t -ow Impact (Tier 3) Project Title: Lakemont Landing Lot 6 Report date. 05/24/16 Data filename: EAMy Doc u ments\Laken)o nt Building\11937 1-70 Frontage Road North 25,cck Page 8 of 20 A, C402,11, The skylight area <= 3 percent of the ElCornplies Requirement will be met. (PRI111 gross roof area. 0 -hoes Not []Not Observable ,'--.-]Not Appiicabfe C402.12 In enclosed spaces > 10,000 ft2 [J'Corripfies Exceptiorn Requirement does riot apply. [PR14]� directly Linder a roof with ceiling ..)Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, storage, gyrnnasrurn/exercise center, convention Center. automotive service, manufacturing,_ non - refrigerated warehouse, retail store, distribution/sorting area, transportation, of, workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor. area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a miniroUrn skylight effective aperture >= I percent. 04023.2. skylights in office, storage, 2 ,automotive service, manufacturing, [PR1511 non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct Sunlight. Additional Comments/Assumptions: J Complies Exception. Requirement does not apply, C ]Does Not ".'Not Observable LApplicable J 1 High Impact (Tier, 1.) 2 Medium impact (Tier 2) 3 Low Irnpact (Tier 3) Project 5tle. Lakerriont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 9 of 20 5ee the Envelope Assemblies table for values. 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project TitleLakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Docurnents),Lakemont BLlilding\11937 1-70 Frontage Road North 25,cck Page 10 of 20 E Applicable C402.2,8 Bottom surface of floor structures -�,]Cornplies [FO1213 mcorporating radiant heating ElDoes Not insulated to >=R-15, in 0402,2,6 Slab edge insulation R -value. 'LiCompfies See the Envelope Assemblies table for values, [F0312 DDoes Not Not Observable 0Not Appiicable C303.2 Slab edge insulation installed per, DCornplies Requirement will be met. FO 4 fa manufacturer's instructions. Coes Not f -- _'Not Observable '--'],Not Applicable 0402.2.6 Slab edge insulation depth/length. OlComplies See the Envelope Assemblies table torr values. [FO512 Slab insulation extending away from L—JDoes Not building is covered by pavement or F-NotObservable >= 10 inches of soil. L-INot Applicable C4012.8. Exterior insulation protected against 10Complies Requirement will be met. I darnage, sunlight, moisture, wind, 0,Does Not [F0611 landscaping and equipment '--']Not Observable maintenance activities, E -Not Applicable C4012.4, Freeze protection and snow/ice " -I L-Kornplies Exception: Requirement does not appiy, 5 melting system sensors for tutors L -Does Not [F0913 connection to controls. F",Not Observable 5ee the Envelope Assemblies table for values. 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project TitleLakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Docurnents),Lakemont BLlilding\11937 1-70 Frontage Road North 25,cck Page 10 of 20 E Applicable C402.2,8 Bottom surface of floor structures -�,]Cornplies [FO1213 mcorporating radiant heating ElDoes Not insulated to >=R-15, 'E"'INot Observable DINot Applicable Additional Comments/Assumptions: 5ee the Envelope Assemblies table for values. 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project TitleLakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: E:\My Docurnents),Lakemont BLlilding\11937 1-70 Frontage Road North 25,cck Page 10 of 20 i --'Not Observable ,.-jNot Applicable C3011.3 Fenestration products rated it) [[?Complies Exception: Default values are used. JFP,12f� accordance with NFRC, M �_-Does Not ,,,_,,,,Not Observable ]Not Applicable C303,13 Fenestration prodEmph ucts are certified as -Coes Requirei-nent will be rnet. [FRI 311 to performance labels or certificates , L]Does Not provided. '-,",INot Observable L -Not Applicable C402.23 U -factor of opaque doors associated L]Complies See the Envelope Assemblies table for values, [FR1412 with the building thermal envelope DDoes Not meets requirements. F Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tter 1) 2 Medium impact (Tier 2) 3 Low Impact tiler 3) Project 1'rtle: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E,\My Docurnents'lLakernont, Buildinq111937 1-70 Frontage Road North 25.cck Page 11 of 20 C402,4,1, the building envelope contains a E]Cornplies ReqUirernent will be met. C402,4,2 continuous air barrier that is sealed in EiDoes Not (FR1611 art approved manner and either Floe Observable constructed or tested in an approved __J manner, Air barrier penetrations are L.-} of Applicable sealed in an approved manner, C402.43, Factory -built fenestration and doors ,DComphes Requirement will be met, C402,4,4 are labeled as meeting air leakage LODoes Not (FRI813 requirements. I _ L-NotObservable [-.Not Applicable 0402.43 Vestibules are installed on all building L]Complies Requirement will be met. [FR17P entrances, Doors have self-closing xDoes Not devices, jolot Observable ]Not Applicable C40233, Vertical fenestration U -Factor. ED, C 0 M p I i e s See the Envelope Assernblies table for values, 04023,4 E!Does Not [FR8],L c ,3Not Observable DiNot Applicable 0402.3.3 Vertical fenestration SHGC value. EDComplies See the Envelope Assemblies table for vahies. [F`14101+ '- Does Not i --'Not Observable ,.-jNot Applicable C3011.3 Fenestration products rated it) [[?Complies Exception: Default values are used. JFP,12f� accordance with NFRC, M �_-Does Not ,,,_,,,,Not Observable ]Not Applicable C303,13 Fenestration prodEmph ucts are certified as -Coes Requirei-nent will be rnet. [FRI 311 to performance labels or certificates , L]Does Not provided. '-,",INot Observable L -Not Applicable C402.23 U -factor of opaque doors associated L]Complies See the Envelope Assemblies table for values, [FR1412 with the building thermal envelope DDoes Not meets requirements. F Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tter 1) 2 Medium impact (Tier 2) 3 Low Impact tiler 3) Project 1'rtle: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E,\My Docurnents'lLakernont, Buildinq111937 1-70 Frontage Road North 25.cck Page 11 of 20 on C4U3.2. 5 HVAC equipment efficiency verified.Complies See tier* Mechanical Systerns list for values. [ME55[2_, JDces Not ?. Not Observable ENot Applicable 402.4.5. Stair and elevator shaft vents have OlC:ornplies Exception: Requirement floes not apply. 1 immotorizead dampers that automatically „ lboes Not [ME3[1 erose. LJNot Applicable C403.2.0 I HVAC piping insulation thickness, ,Not C3bservatale [MEFri]z Where piping is installed in or` Under" a Stow Not iJNot Applicable ,Bata, verification may need to occur C402,ZL5, Outdoor air" and exhaust systems have E?Cor plies Requirement will be met. 2 nlotorized dampers that automatically ..]oes Not [ME563[' shut when not In use and meet Ncat Observable is protected frorn darnage (due to sero --lobes Not maxirnurrn leakage rates. Check Elliot Applicable L]Not Observable gravity dampers where allowed, r_.)Not Applicable C4012.E3 ; C4012< 5, Dernand control ventilation provided iComplies Exception, Requirement does riot. apply 1 for spaces >500 sq.it. and >25 1..1Daes Not -Not Observable (ME59)1 peopie/1000 sq.ft, occupant density Not Observable 0403.3.1. Total cooling capacity without and Served by systems with air side w ]Not econ0rn€<'er`a must be less than --lDoes Not economizer, auto modulating outside Applicable t. air damper control, or design airflow :>3,000 ct m. C403.2.7 HVAC ducts and ple€'murns insulated C-3conmplies Exception. Requirement sloes not apply ( E6012 Where ducts or plenums are installed Does Not it) or under a slats, verification rnay F, of Observable need to occur during Foundation Not Applicable Inspection. 0403.2,8 HVAC: piping insulation thickness, _aCornplles Requirement will be met. WHIP Where piping is installed in or under a E 0cles Not; slab, verification may need to occur Nat Observable during Foundation Inspection. -,Not Applicable C4012,8 HVAC piping insulation thickness. ` aCo implies Requirernent will be met. [ME61), Where piping is installed in of, under a ;E]Does Not lab, verification may need to occur — Observable duainq Foundation Inspection, 1Not LJNot Applicable C403.2.0 I HVAC piping insulation thickness, -.:Cornplies Requirement will be met. [MEFri]z Where piping is installed in or` Under" a Stow Not ,Bata, verification may need to occur Observable during Foundation Inspection.Not I_ Not Applicable Piping InScrlation exposed to weather ,_'Complies Requirement will be meet. 1 is protected frorn darnage (due to sero --lobes Not [ E"71`$ moisture, wind, etc.). L]Not Observable r_.)Not Applicable C4012.E3 ; -Thermally ineffective panel surfaces of ,_.lornpiiesException: Requirement does not apply. [f4E41]µ sensible heating panels have ,"J'Does Not insulation >= R-3.5. -Not Observable _INot Applicable: 0403.3.1. Total cooling capacity without LDConaplies a econ0rn€<'er`a must be less than --lDoes Not frtalG iY, varMaxKBtUPerEt%, t. Dot ouserva e „_allot Applicable 0403.2.7 Ducts and plenums sealed based on i-lCornp€les Requirement will be met. [MEJO]2 static pressure and location, Oboes Not .-Not Observable .Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 'Low Impact (Tier 3) Project Title. Lakernont Landing VLot _ Report date: 05/24/16 Data filename: EwAMy Documentsltakernont Building\11937 1-10 Frontage Road North 25"cck Page 12 of 2'0 1 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My DOCUments\Lakernont Buiiding\11937 1-70 Frontage Road North 25.cck Page 13 of 20 040123 uctwork operating >3 in. water OComplies Exception: Requirement does not apply. 1.3 colurnn requires air leakage testing. ',E]Does Not [ME11]3 ,_],Not Observable L E] MA Appficable 0403,23, Ductwork operating >3 in, water Exception: Requirement does not apply. 13 column requires air leakage testin " boes Notg. ED IPel E111 'E'lNot Observable L-11dot Applicable 0403,2,7, Ductwork operating >3 in, water L]Complies Exception: Requirement does not apply. 13 column requires air leakage testing. ] EDoes Not f M E 11 i-Not Observable ONot Applicable C408,2Z Air, outlets and zone terminal devices , --1 'LiCornplies Requirement will be met, I have rneans for air. balancing. r'-11 �—'Does Not JME531-� "Not Observable C.]Not Applicable 0403,4,2 VAV fan motors >--7,5 tip to be driven 'LlCornplies Exception: Requirement does not apply. [ME661,' by variable speed drive, have a vane- L Does Not axial fan with variable pitch blades, or F31uot Observable have controls to limit fan motor I ONot Applicable demand, 0403.4.2 VAV fan motors >=7,5 hp to be driven Complies Exception: Requirement does not apply. [ME66]', by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or �-]Not Observable have controls to limit fan rnotor demand. 4- LJNot Applicable 0403,4,2 VAV fan motors >=7,5 hp to be driven 'L.lCornplies Exception, Requirement does not apply, [ME66]' ;ay variable speed drive, have a vane- i[JEroes Not axial fan with variable pitch blades, or ,Not Observable have controls to limit fan motor ?,.Not Applicable dernand. 0403,2,6 Exhat6t air energy recovery on ry , 3complies IME57111 systems meeting Table 0403,2,6 L-Does Not E Not Observable .,Not Applicable C4012,11 Unenclosed spaces that are heated ElComplies Exception: Requirement does riot apply. [ME711,7 use only radiant heat, E-aloes Not Not Observable '—. Not Applicable Additional Comments/Assumptions: 1 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My DOCUments\Lakernont Buiiding\11937 1-70 Frontage Road North 25.cck Page 13 of 20 C405Z2� Automatic controls to shut off all DComplies Requirement will be rnet. I building lighting installed in all DDoes Not (EL221 buildings, F1 ,Not Observable master switch at the rnarn entry door equipped with required lighting ONot Applicable C405 2.1, independent lighting controls installed I -Complies Requirement will be Inet, 1 per approved lighting plans and all E'IDoes Not [EL2312 manual controls readily accessible and 17 Not Observable 3 visible to occupants. I' LNot Applicable I C405,2,1, Lighting controls installed to uniformly ElCornplies Requirement will be met, 2 reduce the lighting load by at least t.-boes Not [EL1511 50%. Not Observable C405.2,2, Daylight zones provided with 3 individual controls that control the. (EL1612 lights independent of general area lighting. C405.23 Sieeping units have at least one [EL17]�' master switch at the rnarn entry door equipped with required lighting that controls wired luminaires and IEL,201y switched receptacles. C405,2Z Occupancy sensors installed in 2 required spaces. i - Not Applicable -nent does hot apply. JCornplies Exception: Requiter '-'JDoes Not L,jNot Observable ""DNot Applicable _..;Complies Exception: Requirernent does not apply, I -Does Not .Not Observable `_JCvot Appiicable L-J'Cornplies Requirement will be met, e-1 t ODoes Not [EL18F ,'juorescent lurriinaires with odd ,,',]Not Observable mirribered lamp configurations that F-3Not Applicable C405,2,2. Primary sidefihted areas are g L 01,Cornplies Exception: Requirement does not apply, 3 equipped with required lighting IDDoes Not IEL,201y controls. 3__ Not Observable face E.-INot Applicable C'405,2.2, Enclosed spaces with daylight area LE ' .1,Cornplies Exception: Requirement does not apply, 3 tinder, skylights and rooftop monitors I-IlDoes Not [EL,21.11 are equipped with required lighting _.'Not Observable controls, 'Nor Applicable 0405.2,4 Automatic fighbrig controls for exterior [""ICorrisifies Requirement will be met, [EI2512'ighting mstalled. Does Not 0405,23 Separate lighting control devices for [EI -411 specific uses installed per approved lighting plans. 0405.3 ,'juorescent lurriinaires with odd {PL 1911 mirribered lamp configurations that are within 10 feet center to center` (if recess mounted) or are within 1 foot edge to edge (if pendant or surface MOUnted) shall be tandem Mica. 1.:405.4 Exit signs do not exceed 5 watts per JEL611 face [,,]Not Observable EINot Applicable ElComplies Recitiirerrient will be met, E' --DoesNot r 'Not Observable E L11plot Applicable L"Complies Exception: Requirement does not apply, LIDoes Not Not Observable 'EJ I Not Applicable DCornpfies Requirement will be met. Not [-JNot Observable C-.1plot Applicable I High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact crier 3) Project TitleLakernont Landing Lot 6 Report date: 05/24/16 Data filename: EAMy DOCUrncoits\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 1.4 of 20 C405,6 Exterior grounds lighting over 100 W I lCornplies Requirement will be met. [EL 41' provides >60 im/W unless on motion )Does Not sensor or fixture is exempt from scope I—' L of code or from external LPD, INot Observable ,-- r ,-.2,Not Applicable C405.2.3 Additional interior lighting power ILICornplies RectUrrement will be met, [EL0)' allowed for special functions per. the F-1-boes Not approved lighting plans and is autornatically controlled and _JNot Observable separated from general lighting, Not Applicable MR= I Fligh impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project TIfle: Lakerriont Landing Lot 6 Report date: 05/24/16 Data filenarne: EAMy Documents\Lakernont Building\11937 1-70 Frontage Road North 25.cck Page 15 of 20 I Not Observable Does Not ,._.!Not Applicable C402,2,5 C402,4,1_ All sources of air leakage in the [iN8]2 Requirement will be rnet. 1 building thermal envelope are sealed, _?Goes Not JNot Observable (IN 111 Caulked, gasketed, weather stripped Observable 0303.1 Building envelope insulation is labeled or wrapped with moisture vapor- ,_JNot I I with R -value or insulation certificate []Does Not perrneabie wrapping material to LiNot Applicable _11oot Observable minimize air leakage. C402A,2 Roof R -value, For some ceiling OComplies See the Envelope Assemblies tabte for values, I systems, verification may need to O'Coes Not '7 L JDoes Not [IN211 occur during Framing Inspection, EJNot Observable insulation may need to occur during Not Applicable 'E'Not Applicable Foundation Inspection, C303.2 Roof insulation installed per LIComplies Requirement will be met. [IN311 manufacturer's Instructions. Blown or ..1( Des Not poured loose -fill insulation is installed 7, Observable only where the roof slope is <=3 in ,__I,Not _ 1 Applicable 12, .Not 03012 Above -grade wall insulation installed LCornplies Requirement will be met, [IN7[1 per nianufaCtUrer's instructions, L -]Does Not I Not Observable See the EnvOope Assernblies table for values. Requirement will be met. Requirement will be met, C_402.2,1 insulation intended to meet the roof L]Complies Requirement will be met. [IN171' insulation requirements cannot be Does Not ,._.!Not Applicable C402,2,5 Floor insulation R -value, ElComplies [iN8]2 LJNot Applicable LiDoes Not Additional Comments/Assumptions, JNot Observable L]Not Applicable 0303.1 Building envelope insulation is labeled L]Coniplies [IN 012 with R -value or insulation certificate []Does Not providing R -value and other relevant _11oot Observable data, ,JNot Applicable C303,2.1 Exterior insulation is protected from 3Cclmplles [IN1412 damage with a protective material, '7 L JDoes Not Verification for exposed foundation 1 Jplot Observable �_, insulation may need to occur during Not Applicable Foundation Inspection, r See the EnvOope Assernblies table for values. Requirement will be met. Requirement will be met, C_402.2,1 insulation intended to meet the roof L]Complies Requirement will be met. [IN171' insulation requirements cannot be Does Not installed on top of a suspended ]Not Observable ceiling. Mark this requirement .. compliant if insulation is installed LJNot Applicable accordingly, Additional Comments/Assumptions, I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05124/16 Data filenarne: EAMy Doc urnents�Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 16 of 20 I High impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project'Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: EAMy Docurnents\1 akernont Building\11937 1-70 Frontage Road North 25,cck Page 17 of 24 F aI C402,4.6 Weatherseals installed on all loading ElComplies Exception- Requirement does slot apply, [F137)1 dock cargo doors. IODoes Not ["'Not Observable 0 ,'Not Applicable LJ C403,2,4, Heating and cooling to each zone is UIComplies Exception. Perimeter systems with one control for each 1 controlled by a thermostat control. L]Does Not exposure and with file thermostat located within the zones [F147]3 MinirnUnl one humidity control device Not Observable served. per installed hu rn id if ication/clehu mid if i cation LINot Applicable systern. 0403,2.4, Heating and cooling to each zone is OComplies Exception: Perimeter systems with one control for each 3, controlled by a thermostat control. EJDoes Not exposure and with the thermostat located within the zones [F14713 Minimurn one humidity control device C."iblot Observable served. per installed l)u(,nidification/dei)uriiidification -I L-INot Appficable systern, 0403Z4, Heating and cooling to each zone is I-lCornplies Exception: Perimeter systems with one control for each 1 controlled by a thermostat control, -']Does Not exposure and with tire thermostat located within the zones (F14713 Minimum one hunridity control device jNot Observable served, per installed t)umidification/dehuiiiidificatiori [.'---'JNot Applicable systern. C403,2.4. Thermostatic controls have a 5 'F —Complies Requirement will be rnet. 2 deadband, EJDoes Not IM811 E Not Observable —.Not Applicable C40443.2.4.'rernperatUre controls have setpoint EICompiles Recmirernent will be rnet. 2 overlap restrictions. ,-,Does Not [F120fl _,jNot Observable LJNot Applicable C403,2:4: Each zone equipped with setback ILIComplies Requirement will be rnet, 3 controls using automatic time clock or C-DIDoes Not (1`1391l programmable control system. '__]Not Observable E"INot Applicable C4012.4. Automatic Controls: Setback to 55'F '-7,.,,Com plies Requirement will be stet. 3 (heat) and 85'F (coal); 7-day clock, 2- --JDoes Not [F14013 hour occupant override, 10-hoar !Not Observable backup Ohlot Applicable C40&2.5, Furnished HVAC as-built drawings L]Cornplies ReclUrrernent will be met. I submitted within 90 days of system E'Does Not 11`171a acceptance. ,-,]Not Observable ONot Applicable C3033, Furnished O&M rnanuals for HVAC r- L-ICornplies Requirement will be met. C408,2,5, systems within 90 days of system 'LIDoes Not 3 [FI813 acceptance, �_]Not Observable zJkiot Applicable C408,2.5. An air and/or hydronic system r-lCornplies Requirement will be roet, 3 balancing report is provided for HVAC E"J" D a a s Nat [F14311 systerns. E,]Not Observable L I Not Applicable C408ZI HVAC control systerns have beer) [ , lCompiles Requirement will be rnet. 2 tested to ensure proper operation, [----'jDoes Not IF11011 calibration and adjustment of controls, [-]Not Observable FINot Applicable I High impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project'Title: Lakernont Landing Lot 6 Report date: 05/24/16 Data filenarne: EAMy Docurnents\1 akernont Building\11937 1-70 Frontage Road North 25,cck Page 17 of 24 I High Impact (Tier 1) 2 Mediurn impact (Tier 2) 3 Low Inipact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 1'.)ata filenarne: EAMy Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 18 of 20 C,�, 1Xw A s -s" I p, C402,4.8 Recessed luminaires in thermal ]Complies Exception: Requirement does not apply, [F12613 envelope to limit infiltration and be IC Does Not rated and labeled, Seal between 'nterior �]Not Observable finish and Wroinaire hous'l L -Not Applicable C403,2.2 HVAC systerns and equipment r-, L]Comphes Requirement will be met. [F127]3 capacity does net exceed calculated D o e 5 Not loads. L -Not Observable ED L.Not Applicable C:4D8Z5. Furnished as -built drawings for OComplies Requirement will be met, 1 erectric power systems within 30 days IniDoes Not IF11613 of system acceptance, []Not Observable ,-,]Not Applicable C3033, Furnished O&M instructions for L-Komplies Requirement will be rnet, Cµ408,2"5, .systems and equipment to the LJ`,Does Not 2 building owner or designated Observablel [FI17]3 presentative. _Not ONot Applicable C405,5,2 Interior installed lamp and fixture L'Complies See the Interior Lighting fixture schedule for values [FII,811 lighting power is consistent with what ElDoes Not is shown on the approved lighting ["_]Not Observable plans, demonstrating proposed watts '-'jNot Applicable are less than or equal to allowed watts, C405 &2 Exterior lighting power is consistent LJCornphes See the IntehorLighting fixture Schedole for values, [Fl1911 voith what ;s shown on the approved [D'D a e s Not 6ghting plans, demonstrating ]Not Observable, proposed watts are less than or eqo aI L of Applicable to allowed watts, _W( ' -40&2,1 Cornrnissioning plan developed by ,__]Comptes RegUirerrient will be met, m281a registered design professional or, _Does Not approved agency. L31dot Observable ,JNot Applicable C408Z4 Preliminary commissioning report ILlComplies Requirement will be met, IF12911 completed and certified by registered DDoes Not design professional or approved Observable agency, ,,,Not L_INot Appficable C40&2,5, Final corntnissioning report due to OComplies Requirement will be met, 4 building owner within 90 days of,.. Not [1`1301 receipt of certificate of occupancy. _,!Not Observable EI jNot Applicable C408,23, HVAC eqUiprnent has been tested to i—Cornpires Requirement will be met. I ensure proper operation, i'ED, D o e s Neat (F131]t _-Not Observable LINot Applicable 04083 Lighting systerns, have been tested to "7 Complies Requirement will be met. 11`1331A ensure proper calibration, adjustment, D a e s Not progranirning, and operation. ?_;Not Observable E. Not Applicable 0408,3 Lighting systerns have been tested to Requirement will be rnet. (F148]1 ensure proper` calibration, adjustment, L-tDoes Not programming, and operation, [-"Not Observable j E'Not Applicable L J I High Impact (Tier 1) 2 Mediurn impact (Tier 2) 3 Low Inipact (Tier 3) Project Title: Lakernont Landing Lot 6 Report date: 05/24/16 1'.)ata filenarne: EAMy Docurnents\Lakernont Building\11937 1-70 Frontage Road North 25,cck Page 18 of 20 C406 Efficient HVAC performance, efficient 'L Oboes Requirement will be mei:.[F13411 lighting systems, or on-site supply of ODoes Not renewable energy consistent with what is shown the approved plans, JNot Observabie ,'-],Not Applicable Additional Comments/Assumptions: 1 High impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: I akernont Landing Lot 6 Report date: 05/24/16 Data filename: E:\My Documents\Lakernont Building\1.1937 1-70 Frontage Road North 25,cck Page 19 of 20 Materials stored in the Showroom and Warehouse are listed below. ? Plumbing fixtures changed per code. Drawing reflects counts — All Drinking fountain shown in showroom. Mand" detail on detail page. I "-" . / �4 Floor drains shown in all baths. rt W Electric Water Heater -pan and drain line so 6. Shower is eliminated. PT Break Room HC Compliance - See D-2 ADA Kitchen Accessibility. /U'If e,,- &C 8. Design Professional stamped? 9. Vestibule detail included on D-2. 10. Shower is eliminated. 1. Doors shown are insulated drive through per discussion. 2.2 hour wall per discussion. K- 13. Door and Window Schedule - D-2 4. Dimensions are included on the new drawing A -I 0,4 5. Door Closer and Garage Door literature in email format. 6. Fire wall is not load bearing. Mezzanine is supported independently of the wall. Steel drawing E011. T ? Soffits and wall types 8. Stair detail D-3 4'tQ, 7 -19. See new submittal A-2.0, A2.1 OK -20, See new submittal A-2.0, A2,1 421. See new submittal A-2.0, A2.1 22. Block wall reinforcing = brick veneer, wall ties will be used per code. re 23. Dimensions for the roof are dictated by the steel drawings,. Reference to that was made. Would like to eliminate 3.0 of the drawings, e -,r- 24, Page C001 of the submitted steel drawings shows the design wind load. rx-25. Page C001 of the submitted steel drawings shows the seismic design loads. �26. Page COOI of the submitted steel drawings shows the mezzanine support structure design loads. A27. Roof drainage runs off the North end. No scuppers are shown on the plans. KA ---I 1 --A r) — F- 29. Repeat #8 , r OK -30. Updated Cross section 31. Why change the page labels? 10m. Floor plan dimensions match dW3. Safety rail detail List of items to be stored or displayed Clothing Coolers Aluminum Frame Parts Rubber Rafts .11 - //Ve-c'uo-f-e�> Cb 1 014-.3 1-4 e s e -e Irm.o6 Composite Oars Wood Oars Plastic Water Containers Aluminum Stoves Steel Fire Pans Plastic Toilet Systems Metal Ammo Cans Personal Flotation Devices Books Tractor and swivel seats Cardboard Packaging Ethafoam FOR OFFICE USE ONLY A If Date: City of What i:: tic COMMUNITY DEVELOPMENT PdanlPenmr"t Building S Inspection Services Division 7500 W. 291h Ave:, Wheat Ridge, CO 80033 Plan Review F Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-2345933 mall:ern"i�ts i.wvheatrid e. o.0 Building +er it Application Pleaso'complete all highlighted areas both sides of this form. l000mplete applications may not be processed. Property Address: 7 o r Property Owner (please print): .. v. Property Owner Email. Mailing Address:; (if different than property address) Address- City, ddress:tit , State, Zip: Arhitnctllgil ' r -loll +. Contractor- e- C. le 4 w Contractors City 1.1conse #- Phonem Contra toff- a l Address: e' 4 Slab Contractors: !E Isa�nl' Plumbing: Mechanical: .:City License ## W.R. City License # WR City License I# Other City Licensed Sub: tither City Licensed Sub: City License # City License Complete all information on BOTH sides of this form D COMMERCIAL El RESIDENTIAL ,� .rte ,.♦ •_ _ XF � iwi 1. !1. ♦ J • � M. } M x y �r • s • it :• * #Ir. w x . FULF Btu's Gallons Amps_ Squares tither City of Wh6atR COMMUNrry DEVELOPMENT NT Plan1permit ti Buildings & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 33 Pian R view e: Office: 03-235-2855 * Fax: 303-237-8929 Inspection Line: 3013-234-5933 mail:emits c i. heatr e..co Building Permit Application a Property Address: Property Owner et (pi le prim : �- Phone: Property Owner Email: Mailing Address: (if different than property address) Address: Ci!Y, state, zi , L,104 m Arch'atecttEn ne r E-mail: 2 Phone.. � ` r Ze-,- Contractors City License #: Phone: Contractor E-mail Address: Sub acture. Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License #f WR. City License # Other City Licensed Slab: Other City Licensers Sub: City License # City License #t N-VIIIIJ 'LAV , it information on BOTH deg'of ihis''fo rm VAl 1, WIN Sq. FULF "3, o-� # °s Gallons Amps Squares ('ether FOR OFFICE USE ONLY �. C ity cad tats: COMMUNHY DEVELOPMENT Building 8 irtspeoficrn Services Division 7590 W. 291h Ave., Wheat Ridge, CO80033 Office: 303-235-2855 * Fax; 303-237-8929 Plan Review Fee: Inspection Line: 383-234-5933 Building Permit Application Please tornpletoall highlighted aresson bath sides of this form. Inoomplateapplioations may not be Priocessed, Property Address: s ., Mailing Address: (if different than property address) r Address, City, State, i Zc> ArchitectlEngin r E-mail: Phone:- a Contrsr,tar; W Z. Contractors City Llicsn e, #: 3 Phone: 1 w Contract E-mail dress: � w $ub Contra Electrical: 45 X14(c Plumbing: Mechanical: W.R. City License # W.R.City License # W.k City license # Other City Licensed Sub. Other City Licensed Sub: City License # City License # Complete plete aid information on BOTH sides of this fore Oj a apply) - (; /-ZI=f Pit Sq, FUL.F Stu°s alion$ Amps Squares Other 7500 West 29th Avenue Wheat Ridge, Colorado The City of Wheat Telephone303/235-2846 DAT'E: January 16, 2002 OFFICIAL ADDRESS NOTIFICA'I'ION idge NOTIF'ICATION is hereby given that the following address has been assigned to the property/proper[ies as indicated below: PROPERTY OWNER(S): Lake Front Partners 632 Gold Run Rd Boulder CO 80302 (Lots 1& 3) R W Holdines LLC 7790 S Race St Littleton CO 80122 (I,ot 2) . Larry D Welch 11907 W I 70 Fronta¢e Rd N Wheat Rid¢e CO 80033 (Lot 4) Gilliean Homes of Colorado Inc 11901 W I 70 Frontaee Rd N Wheat Ridse CO 80033 (Lot 6) - OLD ADDRESS: 4800 Tabor St Wheat Ridee CO 80033 (vacant industrial) NEW ADDRESSES: Lot 17 11925 W I 70 Frontaee Rd N Wheat Rid¢e CO 80033 Lot 2- 11919 W I-70 Fronta¢e Rd N Wheat Ridee, CO 80033 Lot 3~ 11931 W I-70 Frontaee Rd N Wheat Ridee, CO 80033 Lot 4• 11913 W I-70 Fronta¢e Rd N Wheat Ridee, CO 80033 Lot 6- 11937 W I-70 Fronta¢e Rd N Wheat Ridee, CO 80033 SUBDIVISION: Lakemont Center Staee 2 LOT(s) 1 2 3 4& 6 BLOCK LEGAL DESCRIPTION: SEE ATTACHED AUTHORIZED BY: `"G~ n wxi DATE: ~ D 1 I ` DISTRIBUTION: 1. Property Owner 2. Jefferson CounTy Assessor, ATTN: Data Control, 100 Jefferson CounTy Pazkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thomton, CO 80241 7. WaterDish-ict: Valle 8. Sanitation District: Fruitdale 9. Fire District: Arvada 10. Wheat Ridge Police Department 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. 14. Log File Other: NOT'E: Please notify all other parties concemed. ADDRESS MAP UPDATED BY: DATE: "The Carnation City"