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10925 W. 38th Place
May 18, 2018 X73 Olshan Foundation Solutions 1655 W. Girard Ave. Englewood, CO 80110 Olshan Job#: 2014822 Subject: Review of Foundation Repairs at 10925 West 38th Place, Wheat Ridge, CO 80033 As requested by Olshan Foundation Solutions, our office has reviewed the repair work finalized at the above referenced address, including portions of the pilings using 5 exterior pre -cast concrete and steel pipe Cable Lock TM beneath the above referenced location and the drill log provided for the piling installations supplied by Olshan Foundation Solutions. In our opinion, the repair work has been completed in general conformance with the recommendations set forth in Olshan Foundation Solutions repair plan. In our opinion, the piling depths in conjunction with the pile driving force as reported by Olshan Foundation Solutions are generally appropriate for this type of structure and for the area where the work is being performed. The repair work performed to the subject location has been acceptably completed, based on the information provided by Olshan Foundation Solutions, in accordance with good industry practice for foundation repair work using pre -cast segmental piles. The repairs performed on the subject location should be expected to minimize the foundation settlement observed prior to the foundation repair work. In instances where partial repairs are performed, meaning the entire foundation has not been underpinned, potential differential movement may occur. It should be noted that partial repairs modify the design of the foundation and while partial repairs are generally accepted industry practice the possibility of future movement should be recognized. Non -supported areas are not covered for downward foundation movements by the contractor's warranty. The future performance of the foundation system on the subject location should function as generally intended, provided proper soil moisture is maintained and there is not a loss in the load bearing capacity of the soil beneath the foundation. Soils should be graded such that there is positive drainage away from the foundation or a drainage system can be installed to prevent water from ponding around the foundation. A foundation maintenance program is recommended which can be found at www.foundationyerformance.or. We appreciate being of service. If you have any questions or require additional information please contact the undersigned. Regards, `%`e11111111®,", p0 L10 1io G. Rao% �O �V a Ronald C. Roche, P.E. -- 39$�� Cr % ✓ N 1. g oo ®®ONIAA- �010®x'14 1 X4 /-- - ?.-� 27564 Southern Crossing Drive, Splendora, TX 77372 Ph: 713-775-4715 May 18 18 01:20p p.1 CLST Tracking Sheet Refer to Zip Code Data to determine # of steel segments far Heaviest & Lightest Test Holes Address: S W • C�Job#:) L� g ZGD c� Supervisor: i 1� Example Only Heavies Li htest Notes: Base 15 is HJL Lightest (L) hole from CAD Minus BHD 3 3 BHD : Depth of Hole to Grade Minus CS 11 8 TO Total Depth to ground level = Calc Steel Sgmts 1 4 PIPT Post Install Pressure Test FR Friction Ring rev 10.20.13 -• - -Total- Depth -- �1e®11f���er�■■�eir��■��®��■� 0001 "If McM1 % EOMMONIMM ! WMiNIIMNIME 1�e1■1�11�1�■��■■1���■11�■�11■�■��1��� rev 10.20.13 May 18, 2018 Olshan Foundation Solutions 1655 W. Girard Ave. Englewood, CO 80110 Olshan Job#: 2014822 Subject: Review of Foundation Repairs at 10925 West 38th Place, Wheat Ridge, CO 80033 As requested by Olshan Foundation Solutions, our office has reviewed the repair work finalized at the above referenced address, including portions of the pilings using 5 exterior pre -cast concrete and steel pipe Cable Lock TM beneath the above referenced location and the drill log provided for the piling installations supplied by Olshan Foundation Solutions. In our opinion, the repair work has been completed in general conformance with the recommendations set forth in Olshan Foundation Solutions repair plan. In our opinion, the piling depths in conjunction with the pile driving force as reported by Olshan Foundation Solutions are generally appropriate for this type of structure and for the area where the work is being performed. The repair work performed to the subject location has been acceptably completed, based on the information provided by Olshan Foundation Solutions, in accordance with good industry practice for foundation repair work using pre -cast segmental piles. The repairs performed on the subject location should be expected to minimize the foundation settlement observed prior to the foundation repair work. In instances where partial repairs are performed, meaning the entire foundation has not been underpinned, potential differential movement may occur. It should be noted that partial repairs modify the design of the foundation and while partial repairs are generally accepted industry practice the possibility of future movement should be recognized. Non -supported areas are not covered for downward foundation movements by the contractor's warranty. The future performance of the foundation system on the subject location should function as generally intended, provided proper soil moisture is maintained and there is not a loss in the load bearing capacity of the soil beneath the foundation. Soils should be graded such that there is positive drainage away from the foundation or a drainage system can be installed to prevent water from ponding around the foundation. A foundation maintenance program is recommended which can be found at www.foundationnerformance.org. We appreciate being of service. If you have any questions or require additional information please contact the undersigned. Regards, P�o LIC%F >s�i oQ �D �• Roy ®��. .y �••. �S:� � �g89� a Ronald C. Roche, P.E. ®•� 4 ' •.• 0'� • 0ac.• b 27564 Southern Crossing Drive, Splendora, TX 77372 Ph: 713-775-4715 May 18 18 01:20p p.1 CLST Tracking Sheet Refer to Zip Code Data to `determine # ofsteel segments for Heaviest & Lightest Test Holes Address: 1 x-1.1 C� h-' Job#: a� 1 �-� O ZCD Supervisor: Example Only Heavies Lightest Notes: Base 15 15 HIL Lightest (L) hole from CAD Minus BHD 3 3 BHD : Depth of Hole to Grade Minus CS 11 8 TD Total Depth to ground level = Calc Steel Sgmts 1 4 PIPT Post Install Pressure Test PR f=riction Ring 11111M-MMENN .. cable -Lengtholmol wool "M MUMI=FMMUM ■Mr O MIAr =MM mumimmmm mmmm�■ mm rev 10.20.13 2018023712 31151201812:30 PM PGS 1 $13.00 DF $27.00 Electronically Recorded Jefferson County. CO Faye Griffin, Clerk and Recorder TD1000 Y WARRANTY DEED THIS DEED, Made this 14th day of March, 2018 between William H. Bowen, III and Natalie Bowen of the County of Jefferson and State of Colorado, grantor, and Susan's Renovation, LLC, a Colorado limited liability company I ♦ whose legal address is 2156 S. Balsam Court, Lakewood, CO 80227 Slate Doc Fee _+� �� � of the County of Jefferson, State of Colorado, grantee(s); WITNESS, That the grantor, for and in consideration of the sum of Two Hundred Seventy Thousand And No/100 Dollars ($270,000.00), the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantees, their heirs and assigns forever all the real property together with improvements, if any, situate, lying and being in the County ofJefferson, and State of COLORADO, described as follows: All that part of Tract 13, Hahn Subdivision, described as follows: Commencing at a point 20.5 rods North of the Southwest corner of the Southeast 114 of Section 24, Township 3 South, Range 69 West; Thence South along the West line of said Southeast 1/4, 58 feet; Thence East 120 feet; Thence North 58 feet; Thence West 120 feet to the place of beginning, EXCEPT that part thereof lying in Harlan Street, County of Jefferson, State of Colorado Also known by street and number as: 3850 Harlan Street, Wheat Ridge, CO 80033-5112 TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in taw or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantees, their heirs and assigns forever. The grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to an; pith the 2antees. their heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises aboee conveyed, has a good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except for taxes for the current year, a lien but not yet due and payable, and those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Buyer in accordance with section 8a (Title Review), of the contract dated , between the parties. The grantor shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantees, their heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above. SELLER -- William William H. Bowen. III Natalie Bowen STATE OF COLORADO COUNTY OF JEFFERSON The *egoing instrume t,was ac owledged org me this 14th day of March, 2018, by William H. Bowen, III and Natalie Bowen i JOn 1. ttURRAY 1 Wi es Vic f tJOTAF COLORADO PUBLIC Witness my hand and official seal. TATE OF NOTARY 0 3S9040B338I FITC() My Commission Expires: FAY CG?WISS10nI EXPIRES AUGUST 11, 2018 FITCO 102-1802648-S (303)235-2998 Community Service Bureau Wednesday Inspection #: Inspector #: Address: Subdivision: Contact: Inspection Type: CIRCLE ONE 1 Requested Date/Time: 05/25/18 10:00 JG Actual Date/Time: 3599 Parfet ST, Wheat Ridge, CO 80033-5425 APPLEWOOD VILLAGES, PROSPECT V Lot: Block: YAW JOEL ADRIAN/AMANDA (303)725-4502 COU - COURTESY OMPLETE INCOMPLETE PARTIAL BY: Parcel: 39-282-04-008 0 Location: B!#0011746 CANCEL i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 91 �1 R l- T Job Address: 1 oma S Lo Permit Number: p) � O / :� _] 3 ❑ No one available for inspection: Time '% Z� ANVf9 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-(,) 1 / /v Inspector: �_- DO NOT REMOVE THIS NOTICE City of Wheat�gie COMMUNITY DEVELOPMENT Building 8 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(cDci.wheatridge.co.us r " j{F t FOR OFFICE USE ONLY Fate: Plan/Permit t! 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: Property Owner (please print): 6&1 9&9.5 Phone: ��� -1-163 - � j 63 Property Owner Email:. Mailing Address. (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: �U [� i� Phone: � � �O 7 l Contractor E-mail Address: ��� 0 fs,{�%�v4. JCL ,[il,d7�iQn -( 0 Sub Contractors: 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 kvt ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION [] WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIA E REPAIR or REPLACEMENT ❑ OTHER (Describe) rOunr" iZq �,; ✓` _ (For ALL projects, please provide a detailed description of work t be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) " Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE' (OWNER) 1(CONTRACTORy� 6_r (A PRINT NAME: 4,,y DEP ZONING COMMMENTS. Reviewer. BUILDING DEPARTNT MMENTS. Revi ME sh»lr F PUBLIC WORKS COMMENTS Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required ESE,VTATI W of USE ONLY 'ER) (CONTRACTOR) DATE: DC �AS CUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION. — SPRINKLERED OCCUPANT LOAD Building Division Valuation: $ W City of Wheat Ridge Residential Miscella PERMIT - 201801373 PERMIT NO: 201801373 ISSUED: 05/11/2018 JOB ADDRESS: 10925 W 38th PL EXPIRES: 05/11/2019 JOB DESCRIPTION: Foundation Repair 1/2 of North side of house and 3/4 of East side of house. *** CONTACTS *** OWNER (303)463-9563 AKERS MICHAEL E SUB (303)467-1933 Kelly Farris 080160 Olshan Foundation Solutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,400.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 134.40 Permit Fee 156.75 ** TOTAL ** 393.04 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by m signature, do hereby attest that the work to be performed shall comply with all accompany ingg 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 thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be e perform d and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 7 - Z IL Signatur�,'of OWN or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regula ions, 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 originalpermitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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, an violation of any provision of any applic�bly,code or any gr4inance 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. ZcISG /157-> May 9, 2018 Olshan Foundation Solutions 1655 W. Girard Ave. Englewood, CO 80110 Subject: Review for Permit Letter Re: 10925 West 38th Place, Wheat Ridge, CO 80033 We have reviewed the sketch and the foundation repair system proposed for the subject location. In our opinion, the proposed foundation repair should minimize the foundation settlement at the subject location provided proper installation techniques are used which includes the manufacturer's recommendations, specifications for pre -cast concrete segmental pilings FPA - SC -08 latest edition which can be found at www.foundationperformance.org, industry standards, and proper foundation maintenance is performed. A foundation maintenance program can be obtained at the Foundation Performance Association website. The areas that are represented by cross -hatching on the attached sketch are the areas, in our opinion that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength. If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch then additional piles may be required to support the foundation. We appreciate being of service. If you have any questions or require additional information please contact the undersigned. Regards, %Q p�DO LICF�i�s O of 0y':a� Q F. Ronald C. Roche, P.E. - 39898 _ =-o= ' t'. O V �. -� aa'a.w.MaaGa 0 -.% ON Iemumffy �1� CRY Or V ♦ ihl pp ,, A;���� DEVEterr�� 00, �ZA — Reviewed for Code Com-piiance Pi ns ■am- ,... APPROVES? WANdity of ; Thr tsswme of a permit or approval of plans spe *onons tad a nwusabons shell rrot be a permit for, a ao approval at any velbt n to 0W df rhr prawsbns Gift bum*np Cade or of &W CiryoritiYwnces. Permits ON"m m to /M oethaNt to toNte a cancel tet prawooft of the emmop 27564 Southern Crossing Drive, Splendora, TX 77372 Phone Number: 713-775-4715 FOUNDATION CONSULTANT: HOMEOWNER'S NAME/ADDRESS: MIKE AKERS WRepair SinceO1933 PHONE: 303-467-1933 10925 WEST 38TH PLACE Foundation Co. DATE: MAY 2018 WHEAT RIDGE, CO 80033 ACCESS 1 2 3 4 5 pDo �selk-. 4� � cl -o 3989 s 0• /4= N +'� % •• 'KO • `A q080 REVIEW OF PILE A �® ONAL LAYOUT ONLYNOTES UNLESS UNLESS OTHERWISE SPECIFIED 11) PILES SHOULD BE INSTALLED TO REFUSAL WHICH, IS DEFINED AS WHEN THE EXISTING FOUNDATION START TO HAVE UPLIFT FROM THE DRIVING FORCE EXERTED ON THE PILE. © EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTER ON ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TWO STORY HOMES. (3) ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATION LIFT. ® =INDICATES AREA AFFECTED BY NEW PILINGS. ca (5) ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR COVERINGS. © ADJUST EXISTING PILINGS AS REQUIRED, IF ANY. %Vh STRUCTURE DESCRIPTION LEGEND SoAdir SIDING: • EXTERIOR PIER P= POOL EQUIPMENT ® AIC UNIT STORIES: • INTERIOR PIER © GAS LINE — SLOPE FOUNDATION: 0 BUILDERS PIER FENCE X PREVIOUS WORK WALL CRACKS rte.. .N o of t Ridge a Division 10925 West 38th Place, Wheat Ridge, CO 80033 4 * Depth of Piling will Vary C/1y of wheQt Ridge eumclfng 27564 Southern Crossing Drive, Splendora, TX 77372 Ph: 713-775-4715 City of wheat Ridge ` Residential Roofing PERMIT - 201706001 PERMIT NO: 201706001 ISSUED: 08/12/2017 JOB ADDRESS: 10925 W 38th PL EXPIRES: 08/12/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles TPO/EPDM with 21 sq. (16 sq. pitched, 5 sq. flat) *** CONTACTS *** OWNER (303)463-9563 AKERS MICHAEL E SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,610.00 FEES Total Valuation 0.00 Use Tax 117.81 Permit Fee 140.90 ** TOTAL ** 258.71 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. X176 6,ry 60/ 3�' INSPECTION RECORD ll. INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occu anc T e 6� [-- Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Ur I ne ADove inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing 3 lin Nnf rnvar 1lndprnrnund nr Relow/In-Slab Work Prior To Approval Of The Above Inspections ough Inspections _ Date Inspector Initials Comments atl Sheath" .. ,d -Roof 3 'Tie. Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. f Final Electrical Final Plumbing Final Mechanical 'r Roof ? ' Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. )r low voltage permits — Please be sure that rough inspections are completed from the Fire District anci eiectricai iow voltage the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather f 0 ! 7�-> �O . r -j FcA-0-E Table of Contents GENERAL 1.01 DESCRIPTION......................................................................................................................................1 1.02 QUALITY ASSURANCE...................................................................................................................... 1 1.03 SUBMITTALS........................................................................................................................................ 2 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING.................................................................. 2 1.05 JOB CONDITIONS............................................................................................................................... 3 1.06 WARRANTY.......................................................................................................................................... 5 1.07 CODES...................................................................................................................................................7 1.08 ACCEPTABLE STRUCTURAL ROOF DECKS................................................................................ 7 1.09 ACCEPTABLE ROOF SYSTEM SUBSTRATES................................................................................ 8 1.10 ACCEPTABLE GENFLEX FASTENERS.......................................................................................... 9 1.11 WOOD NAILERS................................................................................................................................ 11 PRODUCTS 2.01 GENERAL............................................................................................................................................12 2.02 MEMBRANE........................................................................................................................................12 2.03 RELATED MATERIALS.................................................................................................................... 12 INSTALLATION 3.01 SUBSTRATE CRITERIA..................................................................................................................... 13 3.02 SUBSTRATE PREPARATION............................................................................................................ 13 3.03 INSULATION APPLICATION............................................................................................................ 14 3.04 INSULATION SUCUREMENT.......................................................................................................... 14 3.05 MEMBRANE APPLICATION............................................................................................................ 16 3.06 MEMBRANE ATTACHMENT............................................................................................................ 16 3.07 SEAMING.............................................................................................................................................18 3.08 PERIMETER AND BASE MEMBRANE ATTACHMENT.............................................................. 19 3.09 FLASHINGS.........................................................................................................................................20 3.10 WALKWAYS........................................................................................................................................ 22 3.11 FINISHED ROOF PROTECTION.................................................................................................... 23 GENERAL 1.01 DESCRIPTION A. GenFlex Roofing Systems recommends the use of a design professional to assure correct roof design for the roofing project, to address any non-standard conditions on the project, and to ensure compliance with applicable building codes. B. GenFlex specifications are designed to detail the minimum requirements to obtain a GenFlex warranty on a roofing project. Your roofing project may have additional requirements spelled out in the contract documents above and beyond the GenFlex requirements due to applicable building codes or design characteristics specified by the project designer. C. The GenFlex Roofing Systems EPDM Fully Adhered System utilizes GenFlex Standard, AFR, or Fabric Reinforced (FRM) EPDM membrane bonded to a GenFlex approved insulation or structural substrate. D. One GenFlex Roofing Systems Licensed Contractor shall perform roof application and related work. A single firm is required so that there is undivided responsibility for the performance of the completed roofing system. E. Furnish and install the GenFlex Fully Adhered Roofing System in strict accordance with drawings and specifications approved by GenFlex Roofing Systems. Refer to the GenFlex web site to review any applicable technical updates. F. Related Work The work includes, but is not necessarily limited to, the installation of: 1. Vapor Retarders (where required) 2. GenFlex Insulation 3. GenFast Bar Anchors 4. GenFlex Separator Mat 5. GenFast Fasteners 6. GenFlex Roof Membrane 7. GenFlex Flashing 8. GenFlex Metal Flashing 9. Wood Nailer 10. GenFlex Walkway Pads 11. GenFlex Approved Sealants 12. GenFlex Adhesives 13. GenFlex Metal Edging and Coping per ANSI/SPRI ES -1 (as required) 14. All Metalwork to be fastened per Sheet Metal & Air Conditioning Contractors National Association (SMACNA) Standards 1.02 QUALITY ASSURANCE A. The roofing system must be installed by a GenFlex Roofing Systems Licensed Contractor for the project to be eligible to receive a manufacturer's system warranty. B. There shall be no deviation made from this specification or the detail drawings without written approval from GenFlex Roofing Systems fourteen (14) days prior to the start of the roofing project. C. All completed work must be reviewed by the GenFlex Licensed Contractor for proper installation prior to requesting a final inspection. D. Upon request for final inspection from the GenFlex Licensed Contractor, an inspection shall be conducted by a Technical Representative of GenFlex Roofing Systems to ascertain that the roofing system has been installed according to GenFlex Roofing Systems current published specifications and details. This inspection is not intended to be a final inspection for the benefit of the owner. It is for the benefit of GenFlex Roofing Systems to determine whether a warranty can be issued. E. It is the roofing contractor's responsibility to adhere to all applicable local and national building codes for roofing system installation requirements and limitations in his/her geographical area. F. For specific code and testing agency approvals achieved by GenFlex Roofing Systems, refer to the agency's published listings or call the GenFlex Roofing Systems Technical Department. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 1 of 23 1.03 SUBMITTALS A. When a material and workmanship or full system warranty is sought, submit a Pre -Job Survey Form to the GenFlex Roofing Systems Technical Department for approval prior to the job start. This enables the Technical Department to approve the intended assembly and assign a job number to the project. This submittal may include deviation request forms, moisture scans, or pullout test results, depending on the project criteria. 1. The Pre -Job Survey must be filled out completely and accurately to include any prior deviations approved from this specification. 2. The Pre -Job Survey must have a roof drawing or shop drawing attached for the project to be assigned a job number. The roof drawing must show: a) the dimensions of the roof system being submitted for warranty coverage, b) the location of all curbs installed during initial application, c) the type and thickness of insulation used in each area, d) the penetration count by either plotting or listing the penetrations installed during the initial application broken down into the various categories, e.g. pipes, drains, pourable sealer pockets, etc. This information is required in order to protect both GenFlex Roofing Systems and the installing contractor from additional liability for alterations made to the roof system without GenFlex's knowledge or involvement. The Technical Department requests a separate roof drawing for each roof assembly type installed on a project. For example, a project consisting of an adhered and a ballasted system would require two separate roof plans. If the two different assemblies are on the same building, please indicate their proximity to each other on the roof plans for reference purposes. B. When material and workmanship or full systems warranties are desired, GenFlex Roofing Systems must receive the Pre -Job Survey or be contacted prior to project installation. Additional information may be required for the wind design of the system. C. Upon completion of the project and prior to requesting a final inspection, the roofing contractor shall review all completed work to verify proper installation. The roofing contractor shall then notify GenFlex Roofing Systems of the date of completion, and request a final inspection. D. Upon completion of the roof inspection by a technical representative of GenFlex, satisfactory completion of any punch list items, and notification to the GenFlex Technical Department that punch list items are complete, the warranty may be issued to the installing contractor. E. GenFlex offers ten year membrane limited warranties for projects on which GenFlex brand membrane is installed in accordance with GenFlex Technical Specifications and construction details and maintained in accordance with the requirements listed on the warranty. These material only warranties are available at www.genflex.com. Material only warranties that exceed ten years in duration may only be obtained by GenFlex Licensed Contractors via the Pre -Job Survey submittal process. F. GenFlex also offers a labor and material limited warranty. This warranty is available to GenFlex Registered or Licensed Contractors. To view a sample of this warranty, please visit www.genflex.com. This warranty may be obtained by submitting a Registered Applicator Project Notification form to the GenFlex Technical Department and remitting applicable warranty fees. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials in original, unopened containers. B. Containers shall be labeled with manufacturer's product name and general information. C. All materials, excluding the membrane, should be stored between 60 OF (16 °C) and 80 OF (27 °C). If materials are exposed to lower temperatures, restore material to 60 OF (16 °C) minimum temperature before using. D. Store all materials, including membrane, in a dry, protected area. Damaged materials must not be used. Installed materials found to be damaged shall be replaced at contractor's expense. E. Protect the membrane from abuse or damage during storage. F. Protect all stored materials from inclement weather by covering with properly secured breathable tarpaulins until ready to install. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 2 of 23 G. Improperly stored insulation that has been allowed to get wet shall not be used in a warranted roof system and shall be replaced at the contractor's expense. In cases where the wet insulation is isolated to only a few boards per bundle, only those boards that have been wet must be replaced. Failure to replace insulation boards that have been exposed to moisture can result in bowing or curling of the insulation because the material may dry unevenly while in the roof system. This may adversely affect the dimensional stability of the insulation material. In either case, the removal and replacement of the affected insulation shall be the responsibility of the installing contractor as a punch list item or under their two-year obligation if discovered after the initial inspection but within twenty-four (24) months beginning with the date GenFlex's limited warranty is issued to the building owner. H. Keep insulation tarped and protected from moisture until ready for installation. GenFlex Polyiso is wrapped with Tuff Wrap to ensure the integrity of the product during shipping and at work sites. Tarping is not required unless the wrap is damaged or opened. In that case, the Polyiso bundle(s) should be tarped. Do not install more insulation than can be roofed over in the same workday. 1.05 JOB CONDITIONS (CAUTIONS AND WARNINGS) NOTE: Prior to the use of any GenFlex Roofing Systems product, consult Safety Data Sheets for applicable cautions and warnings. A. Do not use oil or bituminous base roof cement with GenFlex materials. B. Do not install GenFlex membrane directly in contact with new or re -saturated asphalt. C. Do not expose membrane or accessories to temperatures of 180 OF (82 °C) or above. D. Do not allow waste products, such as petroleum grease, oil, or solvents, or direct steam venting to come in contact with the GenFlex roofing system. Any exposures not typical for normal roofing installation must be presented to GenFlex Roofing Systems for assessment of any impact on the performance of the roofing system. E. Do not install GenFlex membrane directly in contact with coal tar roof surfaces. F. When using an insulation/underlayment attachment method other than mechanical securement with GenFlex fasteners of an approved type, size and length, there may be additional factors to take into consideration. The primary issues to consider include: 1. The products involved and the performance of asphalt attachment or insulation adhesive by others will not be included in the GenFlex system warranty coverage because they are products supplied by others. Separate warranty coverage may be available from the manufacturer of the product being used, but it is separate from the GenFlex warranty coverage and may be pursued by the installing contractor or property owner. 2. For insulation/underlayment attachment methods other than loose laid for ballasted systems and mechanically anchored to GenFlex specification for adhered and mechanically attached systems, the maximum allowed board size is 4'x4' (1.2 m x 1.2 m). 3. When using insulation adhesive, verify that the approved substrate has not been altered by coatings, sealants, or additives. NOTE: Unless the GenFlex Technical Department provides written approval of specific products and/or applications prior to the start of a roofing project, alteration of the bonding substrate (e.g. application of primers and/or sealants, etc.) voids warranty coverage for the insulation attachment. G. Do not tear off more roof than can be covered the same workday. H. Do not install more roofing insulation than can be roofed over and sealed the same workday. I. Do not phase roofing installation. Complete all details daily, and install night seals as required to ensure the installed roofing components are protected from moisture. J. Perform daily quality control checks of installed seams and details, and correct any identified deficiencies each and every workday to prevent moisture from entering the roof system. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.oenflex.com 6/24/2016 Page 3 of 23 K. Cold weather application of GenFlex adhesives and sealants requires special consideration. As specified in the Product Delivery, Storage and Handling section above, the GenFlex roofing adhesives, solvents, caulks and sealants must be stored at service temperatures ranging from 60 OF (160C) to 80 OF (27 °C) for 24 hours prior to use. Please note that the GenFlex water based bonding adhesives should never be stored in temperatures below 32 OF (0 °C) or allowed to freeze. Water based adhesives that have frozen should not be used and must be disposed of in a proper manner. 1. If a room temperature storage environment is not available, the GenFlex products must be restored to serviceable temperatures before application by alternate means, such as hot boxes or pail warmers, and rotated as required to maintain a serviceable installation temperature throughout the application process. 2. During periods of high humidity, especially at cooler temperatures, condensation may form on the surface of the adhesives and primer. This is referred to as "blushing." It occurs when the dew point is near the ambient outside temperature and is caused by the evaporation cooling process inherent in the flashing of solvents. Blushing is more prevalent on foggy or overcast days. When condensation is present, the application should be discontinued, since proper adhesion between mating surfaces cannot be achieved once the prepared surface is contaminated with moisture. If the applied product is contaminated with moisture, wait until conditions improve, and then allow the adhesive to dry completely prior to the application of an additional fresh coat of adhesive or primer when conditions no longer cause condensation on the surface of the adhesive or primer. During cold weather, work in smaller areas, allow longer flash -off times, and limit application of solvent -based adhesives and sealants to the warmest hours of the work period possible. 3. Solvent -based adhesives tend to surface -flash during cold weather, forming an outer skin on the surface before the entire adhesive layer has had sufficient time to flash -off. To correct the application condition when this occurs, allow the adhesive layer to flash -off properly. To determine if the applied adhesive has surface -flashed, conduct a "push" test of the prepared surface by touching the adhesive film with your finger (away from any seam edges), and push to see if your finger slides through any un -flashed adhesive. If a surface skin condition is identified, allow extra time for the adhesive film to properly flash -off before retesting. In extreme cases of surface -flashing, it may be necessary to allow the adhesive film to flash -off completely overnight and to start over when better working conditions exist. Adhering two surfaces that have suffered surface -flashing of the adhesive will result in blisters and bubbles in the membrane application, caused by the trapped solvent from the uncured adhesive. 4. Under no circumstances should laying of membrane, or application of adhesives, primers, or caulks take place during periods of any form of precipitation. 5. Application temperatures for water based adhesives should meet the minimums required for the product. Please refer to current GenFlex Technical Specifications or individual Product Data Sheets for temperature restrictions. L. Cold weather application of GenFlex EPDM large sheet membranes requires special consideration. Most EPDM panels are packaged in rolls that require the factory to fold the membrane at least once prior to packaging on cores. The number of factory folds depends on the width of the panel. For example, 20' (6.1 m) sheets are folded once, 30' (9.1 m) sheets are folded twice, 40' (12.2 m) sheets are folded three times, and 50' (15.2 m) sheets are folded four times. The creases formed by the factory folds are evident in warmer months but tend to smooth out while the membrane is normalizing after being unfolded. During colder months, the membrane does not soften and relax after unrolling and unfolding as much as when the ambient temperature is warmer. This creates a situation where some minor wrinkles and/or creases along the sheet edges will exist when the membrane is laid out. This condition is related to the inherent characteristics of "cold" EPDM and is normal throughout the industry. Extra care when laying out and seaming large EPDM sheets together can help achieve a successful installation. To reduce the effect these creases have on installation, allow the membrane to relax for a longer period of time, and follow the application tips listed on next page: SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.cienflex.com 6/24/2016 Page 4 of 23 Fully Adhered Systems: When installing a fully adhered system with wide sheets in cold weather, factory folds may make it difficult to adhere the sheet smoothly to the substrate. Allowing the membrane to relax for a longer period of time may help. As with the ballasted systems, when a factory fold is present at a seam intersection, a T -joint cover may be required to seal the seam completely. Any fold wrinkles within the membrane seaming area must be addressed so as not to create "fish mouths" in the completed seam area. This applies to all types of seams, including splices, laps, and cover strips. The need for T -Joint covers or patches must be determined on a case by case basis by the installing contractor and is based on the quality of the field seam through the fold area. The most reliable alternative in cold temperatures is to use 16' 8" (5.1 m) wide sheets that have no folds and provide a smooth, continuous bond to the substrate. 1.06 WARRANTY GenFlex Roofing Systems offers several levels of warranty coverage on roofing systems installed using GenFlex brand products. Available coverage ranges from membrane only warranties to full system material and labor warranties. Full system warranties include coverage for all GenFlex brand materials used in a new roof assembly and the workmanship used to install the GenFlex products. GenFlex offers ten year membrane limited warranties for projects on which GenFlex brand membrane is installed in accordance with GenFlex Technical Specifications and construction details and maintained in accordance with the requirements listed on the warranty. These material only warranties are available at www.genflex.com. Material only warranties that exceed ten years in duration may only be obtained by GenFlex Licensed Contractors. GenFlex also offers a labor and material limited warranty. This warranty is available to GenFlex Registered or Licensed Contractors. To view a sample of this warranty, please visit www.genflex.com. When a material and workmanship warranty is sought, the level of warranty coverage is indicated by the installing GenFlex Licensed Contractor on the Pre -Job Survey form submitted during the project registration process. The project registration information submitted by the contractor is then validated against the requirements for the type and length of warranty sought during the project review process before a job number is issued on a project. Listed below are some of those requirements for consideration. Additional system specific and warranty specific requirements apply and are subject to change at any time through the technical update bulletin notification process. Review the latest technical updates and our Warranty Requirement Reference Guide at www.genflex.com for the most current information. Because each warranty type and term carries specific requirements, requests from the installing contractor and/or property owner to change the warranty type or term after installation may or may not be honored, depending on the actual installed roofing assembly and components. A. A project is eligible for warranty coverage by GenFlex Roofing Systems, including workmanship for those materials supplied by GenFlex Roofing Systems, when the project is completed according to the most current GenFlex specification by a GenFlex Roofing Systems Licensed Contractor. B. When a full system warranty or a warranty that exceeds ten years of coverage is specified for a project, a complete tear -off to the structural deck is required. On a deviation basis, subject to GenFlex review and acceptance, an independent moisture survey may be submitted instead of a tear -off. For a moisture survey to be considered, the survey must have documented core cuts with findings fully specified. All wet insulation identified during the core cut process must be removed prior to reroofing and replaced with an acceptable new material. GenFlex's acceptance of the moisture survey does not indicate the insulation is suitable for recover, and GenFlex does not accept any liability for the performance of the existing insulation. Any existing insulation left in place and recovered is expressly excluded from warranty coverage and remains the responsibility of the building owner. C. Upon approved inspection of the completed installation by a GenFlex Roofing Systems Technical Representative and satisfactory completion of any punch list items, a warranty may be issued to the installing contractor. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 5 of 23 D. The workmanship warranty is available for roofing systems installed on commercial, industrial, or institutional buildings only and is not available for single family residences, walking decks, terraces, patios or areas subjected to conditions not typically found on roofing systems. Please visit www.genflex.com to learn more about membrane limited warranties available for single family residences. E. The warranty period is expressed on the warranty certificate, which reflects the inclusive dates of coverage. F. GenFlex insulation and insulation adhesive or insulation plates and fasteners are required on all full system warranted projects and on projects with warranty terms greater than ten years. G. If the metalwork on a project is specified by the designer to be included in a full system warranty, use GenFlex brand edge metal and coping products. Contact your GenFlex Territory Sales Manager or Representative for information. H. If a metal flashing product by others is submitted via a deviation request for inclusion in the warranty coverage, the following are minimum requirements for consideration: 1. The metalwork must be shop or factory formed or extruded. 2. The metalwork must be configured and installed in accordance with SMACNA guidelines and NRCA installation instructions. 3. Minimum requirements regarding metalwork material are 24 ga (0.61 mm) G-90 Kynar pre - finished steel or 0.040" (1.02 mm) aluminum (mill finished, pre -finished or anodized). 4. A deviation request for metalwork inclusion in warranty coverage must accompany the Pre - Job Survey Form submitted by the installing contractor. 5. The deviation request must include shop drawings of the metalwork to be included and a roof plan showing the installed location and linear dimension for each profile. 6. Should the deviation request be granted, the installing contractor will be responsible to GenFlex Roofing Systems for materials and installation labor performance for a period of two (2) years from the date of the approved final inspection by GenFlex under their installer's agreement. NOTE: The approval of metalwork for inclusion in warranty coverage is conditional upon acceptance by GenFlex Roofing Systems, and, if approved, is subject to the "terms, conditions and limitations" of the requested warranty. Under no circumstance will any warranty coverage for metalwork exceed the wind speed limitation of the warranty issued for the roofing system. Aesthetic appearance is expressly excluded from warranty coverage. Metalwork by others is not permitted on projects warranted for wind speeds of 90 mph (144.8 km/h) or higher. I. Contact GenFlex Roofing Systems for additional warranty information. J. When it is anticipated that GenFlex membranes will be exposed to animal fats, petroleum grease or other grease products, the owner or owner's representative is responsible for specifying that a sacrificial sheet, sand trap, or grease trap type containment product must be used to protect the waterproofing roof membrane. K. It shall be the owner's responsibility to expose the membrane in the event that warranty service is required when access is impaired. Such impairment could include, but not limited to: 1. Design features, such as window washer systems, which require the installation of traffic surface units in excess of 80 Ib (36.3 kg) per unit. 2. Any equipment, ornamentation, building service units, or other rooftop surfacing materials which are not defined as part of the roofing system. 3. Rooftop equipment that does not provide GenFlex with reasonable access to the membrane system for purposes of warranty investigation and related repairs. 4. Standing water, snow, ice, or other materials unrelated to the roof system. L. Warranty coverage is limited to the maximum wind speed indicated on the warranty document as measured 30' (9.14 m) above ground level and does not cover damage that results from failure of other building components, such as dislodged metalwork, wood nailers, rooftop units, or other materials not included in the GenFlex warranty coverage. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 6 of 23 1.07 CODES A. GenFlex Roofing Systems has successfully tested its systems at UL and Factory Mutual testing facilities in order to qualify for specific codes and ratings used by designers in the specification of the various roofing systems. B. This testing is conducted in strict accordance with the industry recognized standardized testing procedures established and managed by each organization. The purpose of testing assemblies and materials is to evaluate performance capability for each individual component of the roofing system, as well as the performance of the combined assembly. C. Because codes and ratings are routinely updated and revised, it is important to consult with a GenFlex Regional Technical Manager, Territory Sales Manager or Sales Representative before quoting a project requiring compliance to a specific code rating. Please visit www.genflex.com for the most current published list of code ratings. D. It is the contractor's responsibility to ensure compliance with designer specified code requirements on a project. GenFlex Roofing Systems does not inspect for compliance to code required enhancements to roof systems. 1.08 ACCEPTABLE STRUCTURAL ROOF DECKS GenFlex Roofing Systems has compiled a list of the most common deck types found in the construction field. GenFlex Roofing Systems strongly recommends that you review its requirements and restrictions prior to each roofing project. Refer to the following table. TABLE 1.08 /iii of /% / / i of % !gs r; ii iai %r % ii/ %% Rqu' � ,,. ,.: / . /%.,� </ .. //a, s✓�, G , , .,., �:... „�,// x .,/,/.: „ �.,,:,,,. �. ,mos �. �! %�i � %.� % ,% lig Steel Deck 22 gauge (0.76 24 - 28 ga (0.61 mm to 0.38 mm) requires submission of pullout test results to determine mm) min. acceptability (less than 28 ga (0.38 mm) not acceptable). Structural 3000 psi (20.7 If using insulation adhesive to bond to the concrete, the concrete must not be sealed, Concrete MPa) min. coated or contain additives (e.g. curing accelerants) without approval from GenFlex. Lumber 3/4" (19.1 mm) Requires submission of pullout test results to determine acceptability. Refer to pullout test min. requirements in fastener table 1.10. 15/32" (11.9 Must be APA approved material and be fastened with screws to the supporting structure. Plywood mm) min. Requires submission of pullout test results to determine acceptability. Refer to pullout test requirements in fastener table 1.10. 7/16" (11.1 Must be APA approved material and be fastened with screws to the supporting structure. OSB mm) min. Requires submission of pullout test results to determine acceptability. Refer to pullout test requirements in fastener table 1.10. Concrete 2" (50.8 mm) Use caution if drilling in concrete plank to avoid spalling. Requires submission of pullout test Plank min. results to determine acceptability. Refer to pullout test requirements in fastener table 1.10. Cementitious n/a Requires submission of pullout test results to determine acceptability. Refer to pullout test Wood Fiber requirements in fastener table 1.10. Gypsum Poured in Requires submission of pullout test results to determine acceptability. Refer to pullout test Deck place or plank requirements in fastener table 1.10. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.cienflex.com 6/24/2016 Page 7 of 23 1.09 ACCEPTABLE ROOF SYSTEM SUBSTRATES An acceptable substrate will provide a smooth surface capable of fully supporting a GenFlex roof assembly and anticipated roof loads. When used to support an adhered roof system, with either mechanically attached or bonded insulation to the deck, the acceptable insulation substrate must also possess sufficient structural integrity to secure the roofing membrane to the structure when the membrane is bonded to it. Thermal value to the roof assembly, when applicable, must also be considered when choosing an insulation substrate. When insulation is used as a roof substrate, the insulation must be capable of being supported by the structural deck. For example, a typical steel deck would not support 1/2' wood fiber alone but would support an isocyanurate insulation board with a'/2" wood fiber overlay. A suitable substrate can be an existing roof surface, a structural deck or insulation as detailed in the following table. TABLE 1.09A Requires submission of pullout test results to determine acceptability. Refer to pullout test Lightweight 200 psi (1.4 requirements in fastener table 1.10. When used as a substrate for an adhered or Concrete MPa) min. mechanically attached system, securement must be made though the lightweight concrete insulation board. The bondable substrate, whether plywood or minimum thickness insulation, must have and into the structural deck. 1.09 ACCEPTABLE ROOF SYSTEM SUBSTRATES An acceptable substrate will provide a smooth surface capable of fully supporting a GenFlex roof assembly and anticipated roof loads. When used to support an adhered roof system, with either mechanically attached or bonded insulation to the deck, the acceptable insulation substrate must also possess sufficient structural integrity to secure the roofing membrane to the structure when the membrane is bonded to it. Thermal value to the roof assembly, when applicable, must also be considered when choosing an insulation substrate. When insulation is used as a roof substrate, the insulation must be capable of being supported by the structural deck. For example, a typical steel deck would not support 1/2' wood fiber alone but would support an isocyanurate insulation board with a'/2" wood fiber overlay. A suitable substrate can be an existing roof surface, a structural deck or insulation as detailed in the following table. TABLE 1.09A A" ANAM i`11 ": Ertic�r,'scr@j S�%3f%�y`St+@ i% % ii�ii,�vu i „ i i. „ , , ilii %,. / % GenFlex roof systems may be installed directly over plywood or OSB provided the substrate is free of contamination, sharp edges, and protrusions. Wood plank decks require an approved minimum thickness insulation board. The bondable substrate, whether plywood or minimum thickness insulation, must have Plywood, OSB any voids greater than 1/4" (6.35 mm) between panels filled with a suitable material to provide a smooth, or Wood Plank bondable surface. Where plywood is used as a direct substrate, the plywood should be attached to the Decks structural support with screw-type fasteners, instead of nailing, to prevent damage caused by fastener back -out as the structure moves due to expansion/contraction and settling. Damage caused by building movement is excluded from warranty coverage. Pullout tests are required on OSB decks when attachment of insulation and/or membrane is achieved with mechanical securement. Steel Deck 22 An approved minimum thickness insulation board must be used. Insulation shall be mechanically Gauge (0.76 fastened with appropriate fasteners and plates. Contact GenFlex for alternative methods to attach mm) min. insulation to metal decks. Structural An approved minimum thickness insulation board is required. Insulation can be mechanically fastened Concrete with appropriate fasteners and plates or fastened using alternative methods of insulation securement. or Concrete GenFlex insulation adhesive is approved for securement when system specifications call for attachment, provided the deck has not been altered by coatings, sealants, or curing accelerants. Asphalt attachment Plank is accepted in some cases for insulation securement but is not covered by the GenFlex warranty. Lightweight Lightweight concrete, cementitious wood fiber, and gypsum decks must be overlaid with a minimum Concrete, thickness layer of approved insulation secured directly into the lightweight deck, provided acceptable Cementitious pullout values are achieved with a GenFast GypTec fastener and insulation plate. Alternative methods of insulation securement include securing the insulation through the lightweight concrete directly to the Wood Fiber or structural deck or installing a mechanically attached base sheet and mopping -in the insulation. Insulation Gypsum may also be attached to cementitious wood fiber decks with GenFlex insulation adhesive. Existing Gravel All loose gravel must be removed or leveled to ensure a relatively flat substrate. An approved minimum Surface BUR & thickness insulation board is required and must comply with system requirements for the roof assembly Coal Tar Pitch being installed. Smooth For all systems, the existing smooth surface BUR or modified bitumen must be overlaid with a minimum Surface BUR thickness of approved insulation acceptable for use with the system being installed and secured in or APP/SBS accordance with the GenFlex published fastening requirements for any given insulation type. Modified As an exception, a separator sheet or Fleece Backed TPO System may be installed instead of a Bitumen Roof minimum thickness approved insulation board. Please consult the GenFlex Technical Department System regarding suitability of using a separator sheet or Fleece Backed membrane instead of insulation. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 8 of 23 Existing In reroof situations that involve leaving the existing single -ply membrane in place, the existing membrane Single -Ply must be cut into 10' x 10' (3.0 m x 3.0 m) pieces and overlaid with an acceptable rigid insulation board to Membrane isolate the new GenFlex single -ply roof system from the original roof membrane. The rigid board type Roofs — All and mechanical securement of the insulation must comply with the securement requirements of the new Types roof system being installed. TABLE 1.09B 0 0/01,/ i01/1 , Ilk - / §010 /, , / Isocyanurate GenFlex Roofing SystemsA 1" (25.4 mm) 1/2" HD ISO GenFlex Roofing Systems" 1/2" (12.7 mm) min. Wood Fiber GenFlex Roofing SystemsA 1/2" (12.7 mm) min. Expanded Polystyrene ACH Foam Technologies n/a Extruded Polystyrene Dow Chemical, Owens Corning n/a FanFold ACH Foam Technologies, Dow Chemical, Owens Corning n/a Gypsum Board Georgia Pacific (DensDeck)e 1/4" (6.35 mm) NOTE: 1. Insulation thickness must be minimum thickness required by manufacturer to span openings in the deck. In some cases, it may be necessary to use a support layer of insulation. 2. Except ballast, expanded and extruded polystyrene insulation must be 1.25 Ib minimum density and be overlaid with acceptable cover board. Contact GenFlex for other options with expanded and extruded polystyrene insulations. "Products in bold are covered by the GenFlex warranty when installed in a warranted system. BProducts in bold italic are covered by the GenFlex warranty when purchased through GenFlex Roofing Systems. 1.10 ACCEPTABLE GENFLEX FASTENERS A. Warranted GenFlex roof systems must be assembled using GenFast fasteners of appropriate type and length installed at the rate specified in the insulation attachment, and if applicable, the membrane attachment portion of the Installation Section of this specification. The application rate of fasteners specified in the sections mentioned above is based on an approved deck providing 300 Ib (1 334.5 N) minimum pullout resistance. For projects with decks requiring pullout testing, a completed pullout test result form is required with the Pre -Job Survey Form in order to register the project with GenFlex. B. Minimum fastener penetration requirements into the roof deck are shown on the product data sheet for each fastener type. However, typical fastener penetration requirements are as follows: 1. Steel, wood plank, plywood, OSB, and concrete decks require 1" (25.4 mm) minimum fastener penetration. 2. Gypsum and cementitious wood fiber decks require 1.5" to 2" (25.4 to 38.1 mm) minimum fastener penetration as determined by pullout tests. 3. For deck types other than those listed above, please contact the GenFlex Technical Department. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 9 of 23 TABLE 1.10 WIN w yp GenFast #12 Fastener 1 Yes No Steel, Wood GenFast #14 Fastener 1,4,5,6 Yes Yes Steel, Wood GenFast #15 (WH) Fastener 1,5,7 Yes Yes Steel, Wood, Concrete GenFast #16 MAX Fastener 7,10 No Yes Steel GenFast #12 Preassembled Fastener & Plate n/a Yes No Steel, Wood GenFast #15 Preassembled Fastener & Plate n/a Yes Yes Steel, Wood, Concrete GenFast CD -10 Concrete Fastener 1,4,5,6 Yes Yes Concrete GenFast Lite -Deck Fastener 2,8 Yes Yes Gypsum, Cementitious Wood Fiber GenFast Purlin Fastener 5,6 No Yes Steel Purlins GenFast GypTec Fastener 3,9 Yes Yes Gypsum, Cementitious Wood Fiber SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.cienflex.com 6/24/2016 Page 10 of 23 Insulation Plate Options: 1) GenFast Insulation Plate 2) GenFast Lite -Deck Plate 3) GenFast GypTec Insulation Plate Membrane Securement Options: 4) GenFast 2" Seam Plate 5) GenFast (WH) 2%" Seam Plate 6) GenFast Bar Anchor 7) GenFast Polymer Batten Strip 8) GenFast Lite -Deck Bar 9) GenFast GypTec Seam Plate 10) GenFast 3" MAX Seam Plate This is only a partial representation of GenFlex Roofing Systems codes. Please contact the GenFlex Technical Department if you have any code related questions regarding assemblies not referenced. NOTE: GenFlex fasteners are required on all full system warranties. 1. GenFlex fasteners are corrosion resistant coated and comply with Factory Mutual Standard 4470. 2. Insulation fasteners shall be suitable for the insulation used. 3. All screw type fasteners shall be a minimum #14 shank diameter for membrane securement. 4. No hex head fasteners are permitted for insulation or membrane securement in GenFlex warranted systems. GenFlex Roofing Systems requires a pullout test to be conducted by an independent agency on the following types of decks: gypsum, cementitious wood fiber, oriented strand board, lightweight concrete, concrete plank, and any metal decks lighter than 22 gauge (0.76 mm). The results must be submitted to the GenFlex Technical Department prior to project bid. Fully adhered applications on decks providing less than the required 300 Ib (1 334.5 N) of pullout resistance may still qualify for warranty coverage, provided the insulation is secured in accordance with the supplemental securement table on the following page and approved by the GenFlex Technical Department. Roof Size _Pullout Test Reauirements Less than 10,000 ft2 (929.0 m2) 6 10,000 ft2 - 50,000 ft2 (929.0 m2 - 4 645.2 m2) 10 50,000 ft2- 100,000 ft2 (4 645.2 m2 - 9 290.3 m2) 20 Over 100,000 ft2 (9 290.3 m2) 1 per 5,000 ft2 (464.5 m2) CAUTION: Use appropriate fastener for substrate. 1.11 WOOD NAILERS Wood nailers provide a termination point for roofing insulation as well as a securement point to tie the roof system into the building shell. Wood nailers are not covered by the GenFlex warranty because they are a product by others and considered part of the building structure. Following are GenFlex's requirements for wood nailers: A. Wood nailers are required at all roof edges where metalwork, drip edges or gutter systems are specified. The width of the nailer must exceed the width of the flange of any metalwork mounted to it and be of equal thickness to the roof insulation in order to protect the edge of the insulation and provide a substrate to which the metalwork can be anchored, without impeding drainage. Wood nailers are also required under SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 11 of 23 any rooftop curbs that are not mounted directly to the structural deck with the same width and thickness requirements stated above. B. Wood Nailers must be #2 Grade or better lumber. Wood treated with preservatives containing creosote, asphalt, pentachlorophenol, copper naphthenate, copper 8-quinolinolate, and alkaline copper quaternaries (ACQ) have an adverse effect on single -ply roofing membranes and are not acceptable for use in a GenFlex roofing system. C. In all cases, the wood nailer must be anchored to the deck in an industry accepted method to the designing architect's specification. As a minimum standard, the wood nailers must be anchored sufficiently to resist 200 Ib (889.6 N) of force per linear foot in any direction with fasteners spaced not more than 24" (609.6 mm) apart. Refer to the Perimeter Flashing portion of Factory Loss Prevention Data 1-49 (June 1985) for nailer securement recommendations. Wood nailers are not part of the GenFlex roofing system and are not covered by the GenFlex warranty. PRODUCTS 2.01 GENERAL A. The components of the GenFlex EPDM Fully Adhered Roofing System are to be products of GenFlex Roofing Systems or approved by GenFlex Roofing Systems as compatible and acceptable. Unless specifically included in the warranty coverage by GenFlex Roofing Systems, products by others are excluded from coverage. 2.02 MEMBRANE A. GenFlex EPDM membrane is available in a membrane thickness of 60 mil (1.52 mm) and sheet width combinations that are illustrated in the table in Section 2.02 of the GenFlex Roofing Systems Design Criteria. Not all sheet lengths shown are stock items. Consult your GenFlex Customer Service Representative regarding lead time for non -stock sheet length/width combinations. 2.03 RELATED MATERIALS The following list contains the names of other GenFlex products and accessories that may be required in order to complete the roofing system. With the exception of walkway pads, which are considered maintenance items, GenFlex manufactured or supplied material is covered in the limited warranty, provided a warranty is purchased for the project. NOTE: Prolonged exposure of adhesives and sealants to temperatures greater than 80 OF (27 °C) will reduce their shelf life. Shelf life is indicated on the product label or in the product information data for the particular product item, which can be found at www.genflex.com. A. Peel & StickTm Flashing B. Peel & Stick Pipe Boot C. Peel & Stick Cover Tape D. Peel & Stick Flashing E. Peel & Stick T -Joint Cover F. Peel & Stick Corner G. Seam Tape H. Clear Primer I. Edge Caulk J. EPDM Bonding Adhesive K. EPDM Bonding Adhesive LVOC L. Scrub Pad & Handle M. Peel & Stick EPDM RPS N. TPO Heat Weldable Walkway Pad O. EPDM Solvent Free Bonding Adhesive 12" x 25' (304.8 mm x 7.6 m) 1 roll per carton 1" to 100' (25.4 mm x 30.5 m) 10 per carton 6" x 100' (152.4 mm x 30.5 m) 2 rolls per carton 12" x 25'(304.8 mm x 7.6 m) 1 roll per carton 5 3/4" round - 25 per carton 8'/2" round (215.9 mm) 20 per carton 3" x 100' 76.2 mm x 30.5 m) 4 rolls per carton 3 gallon (11.4 L) pail 11 fl oz (325.3 mL) 12 per carton 45 to 60 ft2/gallon (1.1 to 1.5 m2/L) of finished surface 45 to 60 ft2/gallon (1.1 to 1.5 m2/L) of finished surface 3" x 5" (76.2 x 127.0 mm) 30 pads & 4 handles per carton 6" x 100' per roll (152.4 mm x 30.5 m) 30" x 50'(762.0 mm x 15.2 m) 1 roll 120-150 ft2/gallon (2.8-3.6 m2/L) for one-sided wet lay application SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 12 of 23 Insulation GenFast@ Fastener GenFast Insulation Plate GenFast Seam Plate varies GenFast Bar Anchor GenFast Polymer Batten Strip GenFast Lite -Deck Bar GenFast Preassembled Fastener & Plate Cleaner One Step Insulation Adhesive All Purpose Bonding Adhesive All Purpose Water Based Bonding Adhesive Pourable Sealer (A & B) Water Stop Termination Caulk GenFast Termination Bar GenFast Zinc Masonry Anchor Separator Mat Polyiso (flat or tapered), 1/2" HD ISO, Wood Fiber #12, #14, #15 (WH), #16 MAX, CD -10, Purlin, Lite -Deck, GypTec/quantity per carton varies 3" Round, Lite -Deck, GypTec - quantity per carton varies 2", 2 %" (WH), 3" MAX, GypTec, RF, AS - quantity per carton 1" x 10' (25.4 mm x 3.0 m) 50 per tube 1"x250'(25.4mmx76.2m) 1"x10'(25.4 mm x 3.0 m) 500'(152.4 m) per tube #12, #15 - quantity per carton varies 5 gallon (18.9 L) pails 200 ft2 (18.6 m2) per carton for 4" (101.6 mm) o.c. bead 300 ft2 (27.9 m2) per carton for 6" (152.4 mm) o.c. bead 600 ft2 (55.7 m2) per carton for 12" (304.8 mm) o.c. bead 45 to 60 ft2/gallon (1.1-1.5 m2/L) of finished surface 120 ft2/gallon (2.9 m2/L), 3.5 or 5 gallon pail (3.8, 13.2 or 18.9 L) 1 ft2/gallon at 2" thick (0.02 M2 /L at 50.8 mm thick) 15 If (4.6 m) per tube - 12 tubes per carton 24 If (7.3 m) per tube - 12 tubes per carton 1.25" x 10' (31.8 mm x 3.0 m) 50 per carton 1 '/4" (31.8 mm) 1000 per carton 4.5 oz nominal per yd2 (152.6 g per nominal m2) 15' x 320' (4.6 m x 97.5 m) CONSULT THE PRODUCT DATA SHEETS AVAILABLE ONLINE AT WWW.GENFLEX.COM FOR ADDITIONAL PRODUCT INFORMATION. INSTALLATION 3.01 SUBSTRATE CRITERIA A. The building owner or owner's representative is responsible for providing and determining that the substrate is suitable to receive the GenFlex TM EPDM Fully Adhered Roofing System. The GenFlex Licensed Contractor should not proceed until any and all defects have been corrected. If possible, begin roof installation at the high point of the roof, and work toward the lowest point. 3.02 SUBSTRATE PREPARATION A. In a reroofing application, the building owner or owner's representative is responsible for making sure that all wet insulation and/or wet substrate has been removed and replaced. The best diagnostic technique to determine this is to take a series of roof core cuts and analyze them for moisture content and degradation. Two other techniques are currently available and make this determination by indirect means: nuclear moisture detection and infrared thermography. These techniques provide measurements of factors that can be associated with the presence of moisture. B. A positive slope is recommended to provide adequate drainage. The National Roofing Contractors Association Manual recommends that there should be no ponding water on the roofing system forty- eight (48) hours after it has stopped raining. Positive drainage is a design feature and should be addressed in the planning stage of the project. Under no circumstances is GenFlex Roofing Systems responsible for ponding water as GenFlex is not party to the structural design of the building. C. Any existing sprayed -in-place urethane foam roofs must be removed down to the structural deck prior to the installation of a GenFlex roofing system. D. Sweep the area of roof being covered to remove any loose dirt and debris. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 13 of 23 E. If GenFlex One Step Insulation Adhesive is being used to secure the insulation to the substrate, fresh asphalt surfaces and contaminated substrates need to be pre-treated with a surface treatment or primer. Please contact GenFlex Roofing Systems Technical Service for additional product information. 3.03 INSULATION APPLICATION A. Identify the area of roof being addressed in the workday, and lay out insulation with edges resting on the upper deck flute for metal decks and flat on supporting substrate for other types of decks. B. Stagger all insulation joints the maximum amount possible and lay out with all joints tightly butted. Any gaps greater than 1/4" (6.4 mm) wide must be filled with matching insulation material. C. When installing insulation greater than 2'/2" (63.5 mm) thick, use multiple layers to maximize insulation thermal efficiency. D. When using multiple layers of insulation on a project, install each subsequent layer with the long axis running perpendicular to the layer below it and with all joints staggered and tightly butted. E. Fit insulation tightly to roof penetrations, wood nailers, transitional walls and parapets with any gaps greater than Y4" (6.4 mm) filled with like material prior to membrane application. 3.04 INSULATION SECUREMENT A. Insulation attachment defined below is based on 300 Ib (1 334.5 N) pullout resistance or greater. For pullout values less than 300 Ib (1 334.5 N) per fastener, refer to the following table titled "Supplemental Securement Table". NOTE: In the event the insulation is installed over an air barrier, the insulation securement must be in accordance with FM 1-90 criteria for GenFlex fully adhered roof systems. 1. All insulation must be mechanically attached to the approved structural deck using GenFlex fasteners of appropriate type and length and insulation plates installed at the rate of one fastener and plate per 2 ft2 (0.2 m2), or 16 fastener assemblies per 4' x 8' (1.2 m x 2.4 m) board for 22 ga (0.76 mm) steel decks or structural concrete. Other decks require pull testing and may require additional securement. Fasten all insulation per detail drawing E-11.06 or E-11.07. When installing insulation thicker than 1.5" (38.1 mm), a reduced fastening pattern may be applicable. Refer to the table, "Insulation Attachment Rates for Fully Adhered Systems," in the details section at the end of this application, or contact the GenFlex Technical Department. TABLE 3.04A Rm SPf?LEIUI�N� ALUM@% A��#oEcrn FU 'fflF1 PRO',,/ KE $h P1"R % %i Piij�ii� TA Oa�E1 �l,i 3'sl;E PiIk.L?V R34S`AICE . A% i i /i i r /, 'i !~'t`B[ � #Pr �'�-Wi"> j1.�pin , i i i , ;r, i' !; rXV bo 300 Ib or greater (1 334.5 N or greater) 1 every 2 ft2 (0.19 m2) (16 per board)" 250 to 299 Ib (1 112.1 to 1 330.0 N) 1 every 1.8 ft2 (0.17 m2) (18 per board) 225 to 249 Ib (1 000.9 N to 1 107.6 N) 1 every 1.3 ft2 (0.12 m2) (24 per board) 175 to 224 Ib (778.4 N to 996.4 N) 1 every 1.1 ft2 (0.10 m2) (28 per board) 150 to 174 Ib (667.2 N to 774.0 N) 1 every 1.0 ft2 (0.09 m2) (32 per board) SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 14 of 23 " This value may be reduced by 50% when the top layer of GenFlex insulation is a min. 2" (50.8 mm) or greater in thickness. NOTE: For fully adhered applications, the top layer of insulation shall not exceed 2.5" (63.5 mm). This table is not appropriate for extended wind speed warranties. Submit actual pullout test results to the GenFlex Technical Department for evaluation, and provide a roof drawing indicating the location and value of each pullout test result. The number of pullout tests required are as follows: A. Less than 10,000 ft2 (929.0 m2) - 6 pullout tests B. 10,000 ft2 to 50,000 ft2 (929.0 m2 to 4 645.2 m2) 10 pullout tests C. 50,000 ft2 to 100,000 ft2 (4 645.2 m2 to 9 290.3 m2) 20 pullout tests D. 100,000 ft2 (9 290.3 m2) and over 1 pullout test per 5,000 ft2 (464.5 m2) Pullout tests are required on any steel metal deck under 22 ga (0.76 mm) thickness. CAUTION: Alternative methods to successfully secure insulation to a roof deck or an existing roof surface rely heavily on proper condition and preparation of the intended substrate. B. ALTERNATE INSULATION SECUREMENT METHOD - GENFLEX ONE STEP INSULATION ADHESIVE NOTE: Insulation adhesive is permitted only on applications where the acceptable roof deck has not been altered with coatings, sealants, or additives that may affect the bond between the acceptable substrate and insulation. Refer to the One Step Insulation Adhesive Product Data Sheet to determine if the structural deck to which the insulation is being bonded is approved or if special requirements apply. GenFlex One Step Insulation Adhesive may also be used between layers of acceptable insulation. 1. Sweep and power -blow the substrate clean of any dust, dirt, and loose debris, and make sure any moisture is allowed to dry prior to insulation application. Depending on the construction site, this step may have to be repeated periodically throughout the workday due to blowing dirt and debris. Do not apply GenFlex One Step Insulation Adhesive over dirt or debris. 2. Fresh asphalt surfaces and contaminated substrates need to be pre-treated with a surface treatment or primer. Please contact GenFlex Roofing Systems Technical Service for additional product information. 3. Using one of the four One Step Insulation Adhesive Applicator models, apply the GenFlex One Step Insulation Adhesive to the substrate at the coverage rate of 200 to 600 ft2 of coverage per 4 pack carton of 1.6 qt cartridges (18.6 to 55.7 m2 per 4 pack carton of 1 500 mL cartridges). Coverage rate will depend on spacing of insulation adhesive beads. Refer to the GenFlex One Step Insulation Adhesive Product Data Sheet for additional information. The insulation should be laid in a fresh bead of adhesive before the bead(s) begins to skin. 4. Any unused insulation adhesive may be used at a later time by simply replacing the cartridge mixing applicator nozzle. 5. Using 4' x 4' (1.2 m x 1.2 m) maximum insulation boards, lay out insulation with all joints tightly butted and any gaps greater than 1/4" (6.4 mm) filled with like material. Stagger joints between rows and layers the maximum amount possible to enhance thermal efficiency. 6. Once the boards are laid into the freshly applied insulation adhesive, apply pressure by walking on the boards or by placing a sufficient weight on the board to be certain of adequate contact between the insulation and the adhesive. 7. Repeat the process as applicable to apply subsequent layers of insulation. Priming is not required between layers of approved insulation. C. ALTERNATE INSULATION ATTACHMENT METHOD III (Asphalt Attachment) Roofing asphalt is neither supplied nor specified by GenFlex, and the performance of asphalt used to attach roof insulation is not included in the GenFlex warranty coverage. In the event the project designer selects this method of attachment, the following requirements must be met: 1. The proposed insulation shall be compatible with the roof substrate, the proposed type of asphalt, and the requirements of the GenFlex Fully Adhered System. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 15 of 23 2. Steep asphalt ASTM D 312 Type III or IV shall be utilized. 3. Insulation shall not be attached with asphalt directly to a steel deck. 4. Expanded or extruded polystyrene insulation shall not be attached with asphalt. 5. Maximum board size allowed is 4'x 4'(1.22 m x 1.22 m). 6. If the insulation assembly consists of the first layer being mechanically fastened and the second layer being hot asphalt attached, the fastening rate of the first layer shall be per GenFlex requirements for the particular insulation. NOTE: The above requirements are not inclusive. Additional requirements in accordance with current industry standards are necessary. The GenFlex Roofing System Warranty does not cover the attachment of the insulation when it is secured with hot asphalt. 3.05 MEMBRANE APPLICATION A. Membrane 1. Position the GenFlex EPDM membrane over approved substrate without stretching. 2. Allow the membrane to relax a minimum of one-half (1/2) hour prior to any seaming or flashing. 3. Position all adjoining sheets in a manner that all sheets overlap a minimum of 3" (76.2 mm), and so that the seams shed or run parallel to the flow of water. 3.06 MEMBRANE ATTACHMENT A. Adhering Membrane (excluding EPDM Solvent Free Bonding Adhesive) 1. The GenFlex EPDM Fully Adhered System may be installed on roofs up to 50' (15.2 m) in height. For heights exceeding 50' (15.24 m), contact the GenFlex Roofing Systems Technical Department. This design can be used for roofs requiring the Zone 1 and Zone 2 wind uplift criteria as contained in Loss Prevention Data 1-28 as published by the Factory Mutual Research Corporation. NOTE: This does not mean these systems are approved by the Factory Mutual Research Corporation. Contact GenFlex Roofing Systems or consult the Factory Mutual Approval Guide for approved assemblies. 2. Fold sheet back without creasing, so one-half (1/2) of the underside of the sheet is exposed. Be sure the sheet fold is smooth with no wrinkles or buckles. 3. Stir GenFlex bonding adhesive thoroughly. Achieve a uniform mix with no marbling and no sediment on the bottom of the pail. Do not thin. 4. Apply bonding adhesive to the substrate and the membrane with a 9" (228.6 mm) medium nap roller, approved spray equipment (spray applied bonding adhesive must be back -rolled) or power roller equipment. The membrane and substrate must have 100% adhesive coverage. Do not apply bonding adhesive to the splice area. Avoid globs or puddles of adhesive. Refer to Section 2.03 of this specification for coverage rates of GenFlex bonding adhesives. 5. Allow adhesive to dry to the point that it feels tacky to the touch but does not transfer to a clean, dry finger when you conduct a "push" test. Do not allow to over dry. If the surface dries to the point that it no longer feels tacky, reapply bonding adhesive to both surfaces at the prescribed application rate, and allow to flash -off again to the proper drying condition. NOTE: Do not allow adhesive to come into contact with seaming areas. If contamination occurs, remove any contaminates prior to seaming. 6. Roll the adhesive -coated membrane onto the adhesive -coated substrate, avoiding wrinkles. 7. Using a push broom and positive pressure, brush down the adhered half of the sheet to achieve maximum contact. 8. Fold back the un -adhered half of the sheet without creasing, and repeat bonding procedure. 9. Apply adjoining sheets in same manner, lapping edges a minimum of 3"(76.2 mm). 10. Any wrinkles found in the splice area or that impede the flow of water drainage must be cut out, laid flat and repaired using GenFlex Cover Tape applied according to current GenFlex repair procedures. When a repair requires a cover material larger than GenFlex Cover Tape, use field membrane to overlay a repaired wrinkle. When using field membrane, the perimeter of the cover must be seamed to the field membrane with GenFlex Seam Tape. The center area of any field SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.oenflex.com 6/24/2016 Page 16 of 23 membrane repair cover not covered by Seam Tape must be bonded to the field membrane with GenFlex GenSplice Adhesive. B. Adhering Membrane — Horizontal Application (for EPDM Solvent Free Bonding Adhesive) 1. The GenFlex EPDM fully adhered system with EPDM Solvent Free Bonding Adhesive may be installed on roofs up to 50' (15.2 m) in height. For heights exceeding 50' (15.2 m), contact the GenFlex Roofing Systems Technical Department. This design can be used for roofs requiring the Zone 1 and Zone 2 wind uplift criteria as contained in Loss Prevention Data 1-28 as published by the Factory Mutual Research Corporation. NOTE: This does not mean these systems are approved by the Factory Mutual Research Corporation. Contact GenFlex Roofing Systems or consult the Factory Mutual Approval Guide for approved assemblies. 2. Position the non -reinforced GenFlex EPDM in place over the substrate (not to exceed 1 ":12" slope) to receive the adhered EPDM membrane. 3. Allow GenFlex EPDM membrane to relax for 30 minutes (minimum). 4. Fold GenFlex EPDM membrane back to expose the substrate to receive EPDM Solvent -Free Bonding Adhesive. 5. Surfaces to receive GenFlex EPDM Solvent -Free Bonding Adhesive shall be clean, smooth, dry, and free of sharp edges, loose and foreign materials, oil, grease, and other contaminates. Sweep the mating surface of the membrane with a stiff bristled broom to remove excess dusting agent, if present, and remove other contaminates from the mating surfaces. 6. Apply GenFlex EPDM Solvent -Free Bonding Adhesive to the mating substrate (not the EPDM membrane) uniformly as per the recommended coverage rate. The EPDM Solvent -Free Bonding Adhesive may be dispensed onto substrate using the following techniques: a. "Dip & Roll", using a medium nap paint roller to uniformly apply adhesive to substrate. b. Drop Spreader with rollers: i. Ambient conditions will dictate the dispensing speed ii. Back roll the adhesive to ensure uniform coverage. c. Spray application: i. Graco 60:1 Xtreme pump with NXT air motor, Heavy Duty Cart & Hopper Kit for gravity feed, 50' X %" 4500 PSI high pressure hose, G-40 air assisted airless applicator with G40 519 tip. 1000 PSI pressure yields 9" wide adhesive fan when spray tip is 18" from the substrate. Changing the spray tip to substrate distance will change the fan width. Follow spraying with back -rolling immediately to uniformly apply adhesive on substrate. NOTE 1: Take care to keep EPDM Solvent -free Bonding Adhesive from lap splice areas. NOTE 2: Do not stir or mix the adhesive 7. Mate/roll the GenFlex EPDM membrane immediately after dispensing the adhesive into the freshly applied SFBA. If a skin coat on the adhesive develops, reapplication will be needed. 8. Broom the membrane in place, followed by rolling with a heavy roller (carpet roller; lawn roller; etc.) immediately after mating the GenFlex EPDM into the adhesive to insure proper adhesion. C. Adhering Membrane — Vertical Application (for EPDM Solvent Free Bonding Adhesive): 1. Apply EPDM Solvent -Free Bonding Adhesive to GenFlex EPDM membrane and vertical substrate to receive EPDM membrane uniformly. 2. Allow a brief open time period to allow EPDM Solvent — Free Bonding Adhesive to develop tack. This open time period will vary, depending on ambient conditions. Warm, humid days will require brief open time period. Cool, dry, days will require longer open time. Touch the adhesive surface with a clean, dry finger to determine whether tack has developed. Some trial and error will be required. 3. After brief open time for tack development, mate the GenFlex EPDM membrane to the vertical substrate. NOTE: Roll the freshly mated vertically applied GenFlex EPDM membrane using a 2" wide seam roller to insure proper mating pressure. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 17 of 23 3.07 SEAMING (SEE DETAIL E-6.01) A. NOTE: It is very important that both surfaces are clean and no moisture is present on the splicing surfaces. 1. Position the top membrane so that it overlaps the bottom membrane by a minimum 3" (76.2 mm). Mark the bottom membrane 1/2" (12.7 mm) from the edge of the top membrane with a lumber crayon or similar marking device to allow for 1/4" to 1/2" (6.4 mm to 12.7 mm) of tape exposure from the finished seam. Fold the top membrane back without creasing to allow application of GenFlex Clear Primer and Seam Tape. 2. Stir Clear Primer thoroughly before using. Do not thin. A minimum of two (2) minutes of vigorous hand mixing with a wooden paint stirrer or its equivalent is required. 3. Push the molded handle of the GenFlex Scrub Pad & Handle into the scrub pad material to embed the micro fasteners into the pad material. Dip the pad into the primer, and allow it to saturate with primer. 4. Using a back and forth scrubbing motion, apply the primer to the seaming area to achieve a solidly primed surface without streaks or puddles at the application rate of 200 ft2/gallon (4.9 m2/L). Do not overwork the primer or cause globs or irregularities. Clear Primer is required on both membrane surfaces where it will bond with the seam tape. Provided the membrane is new and clean, separate cleaning prior to primer application is not necessary when using the GenFlex Scrub Pad & Handle to apply the primer to the membrane seaming areas. 5. Allow the primer to dry until slightly tacky to a dry finger touch. 6. Unroll GenFlex Seam Tape along the line on the bottom membrane for the entire length of the seam. NOTE: Do not remove the release paper from the seam tape at this time. 7. With the release paper still on the tape, hand roll the entire strip of seam tape, using a silicone coated, rubber, or steel hand roller. Be certain there is good contact between the membrane and seam tape. 8. Allow the top membrane to fall freely onto the bottom membrane. Pull the release paper from the tape away from the seam, and achieve sufficient contact by brushing your hand across the top membrane at a right angle. 9. Using a silicone coated, rubber, or steel hand roller, hand roll the entire splice, first at a right angle toward the outer seam edge and then along the length of the splice. Make sure there is sufficient contact between the membrane and the seam tape. Special attention is needed at the factory seam step-downs. 10. Using a clean rag saturated with GenFlex Cleaner, thoroughly clean the area at the seam tape end lap. Apply a high profile bead of GenFlex Edge Caulk to the seam and at the seam tape end lap. See detail E-6.12. J. T -Joint Cover Application Instructions (See detail FW -6.10). NOTE: GenFlex T -Joint Covers are required over all intersections where multiple layers (3 or more) of EPDM field membrane come together. 1. Stir GenFlex Clear Primer thoroughly before using. Do not thin. 2. Push the molded handle of the GenFlex Scrub Pad & Handle into the scrub pad material to embed the micro fasteners into the pad material. Dip the pad into the primer, and allow it to saturate with primer. 3. using a back and forth scrubbing motion, apply the Clear Primer to the seaming area to achieve a solidly primed surface without streaks or puddles at the application rate of 200 ft2/gallon (4.9 m2/L). Do not overwork the primer or cause globs or irregularities. If the membrane is new and clean, separate cleaning prior to primer application is not necessary when using the GenFlex Scrub Pad & Handle to apply the primer to the membrane seaming areas. 4. Allow the primer to dry until slightly tacky to a dry finger touch. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 18 of 23 5. Position the GenFlex Peel & Stick EPDM T -Joint Cover so that it is centered over the intersection. Remove the release paper from the T -joint cover. Fold the cover patch in half and hold by the edges while positioning the cover directly over the exact intersection of the T. Apply the cover to the primed T -joint, starting in the middle and working outward in all directions. Brush your hand across the top of the T -joint cover to achieve sufficient contact. 6. Using a silicone coated, rubber, or steel hand roller, first hand roll the step-downs of the seams under the T -joint cover. Then hand roll the entire T -joint cover. 7. Apply a high profile bead of GenFlex Edge Caulk around the entire T -joint cover. NOTE: A bead of high profile caulk will need to be applied 6" (152.4 mm) in each direction of the seam area away from the T -Joint Cover. 3.08 PERIMETER AND BASE MEMBRANE SECUREMENT A. Regardless of the method used to secure the field of the roofing membrane, some points on every roof require additional membrane securement. These areas include roof perimeters (parapets, transitional walls and edges), deck angle changes in excess of 2"/12" (including drain sump areas), all curb -type roofing penetrations, pipe -type penetrations greater than 12" (304.8 mm) in diameter, both sides of expansion joints and other areas where the membrane must be anchored to prevent movement, stress or damage to the roofing membrane. Refer to the EPDM standard details in this manual for securement requirements. Perimeter Attachment 1. GenFlex Roofing Systems offers several different types of attachment methods. Consult the appropriate GenFlex standard detail section of this manual. 2. Base attachment is required at each roof level, curb skylight, expansion joint and roof penetration over 12" (304.8 mm) in diameter or any angle change in slope or combined slopes that exceed 2" (50.8 mm) in 12" (304.8 mm). B. Wood nailers provide a termination point for roofing insulation as well as a securement point for base flashing securement. Wood nailers are not covered by the GenFlex warranty because they are a product by others and considered part of the building structure. Following are GenFlex's requirements for wood nailers: 1. Wood nailers are required at all roof edges where metalwork, drip edges, or gutter systems are specified. The width of the nailer must exceed the width of the flange of any metalwork mounted to it and be of equal thickness to the roof insulation in order to protect the edge of the insulation and provide a substrate to which the metalwork can be anchored, without impeding drainage. Wood nailers are also required under any rooftop curbs that are not mounted directly to the structural deck with the same width and thickness requirements stated above. 2. Wood Nailers must be #2 Grade or better lumber. Wood treated with preservatives containing creosote, asphalt, pentachlorophenol, copper naphthenate, copper 8-quinolinolate, and alkaline copper quaternaries (ACQ) have an adverse effect on single -ply roofing membranes and are not acceptable for use in a GenFlex roofing system. 3. In all cases, the wood nailer must be anchored to the deck in an industry accepted method to the designing architect's specification. As a minimum standard, the wood nailers must be anchored sufficiently to resist 200 Ib (889.6 N) of force per linear foot in any direction, with fasteners spaced not more than 24" (609.6 mm) apart. Refer to the Perimeter Flashing portion of Factory Loss Prevention Data 1-49 (June 1985) for nailer securement recommendations. Wood nailers are not part of the GenFlex roofing system and are not covered by the GenFlex warranty. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.Qenflex.com 6/24/2016 Page 19 of 23 3.09 FLASHINGS (REVIEW THE APPROPRIATE FLASHING DETAIL IN DETAIL SECTION OF THIS MANUAL.) A. Roof perimeter flashing and flashing around vents, skylights and miscellaneous roof projections must utilize GenFlex pre -molded EPDM flashings to the greatest extent possible. Field fabricated detail flashings using GenFlex Peel & Stick EPDM Flashing is acceptable only when a pre -molded flashing is unfeasible, such as on pipes without top access. GenFlex Roofing Systems offers numerous options for flashing. See our standard details. 1. Vertical Membrane Flashings (Parapets, Transitional Walls, Curbs, etc.) Wall, parapet, and/or curb flashings may be completed using EPDM membrane equal in gauge (thickness) to the deck membrane. a. Complete seams between the flashing membrane and the field membrane according to GenFlex seaming procedures. b. Stir GenFlex bonding adhesive thoroughly. Achieve a uniform mix with no marbling and no sediment on the bottom of the pail. Do not thin. c. Apply GenFlex bonding adhesive to both the flashing material and the vertical substrate to which it is being bonded. Refer to Section 2.03 of this specification for coverage rates of GenFlex bonding adhesives. d. Allow adhesive to flash -off until the surface of the adhesive -coated membrane flashing feels tacky but does not transfer to a clean dry finger or "slide" when a push test is performed. e. Roll the prepared flashing membrane into the angle change, avoiding both sharp creases and excessive bridging, and continue up the vertical substrate without wrinkles, creases or trapped air, while smoothing the flashing to the substrate with a sweeping motion of your hand to promote a positive bond. NOTE: Allow flashing membrane to bridge slightly at the deck to vertical substrate junction equal to the amount that will still allow a rubber or silicone hand seam roller to make contact with both the vertical and horizontal membrane surfaces simultaneously. f. Once the flashing has been preliminarily bonded to the vertical substrate by hand, sweep the flashing material with a medium -stiff bristle broom to finish the bonding process. g. Terminate top edge of flashing per GenFlex Roofing Systems standard EPDM details. 2. Flashing penetrations passing through the roofing membrane. a. Flash all pipes with GenFlex Peel & Stick EPDM Pipe Boots to the greatest extent possible. Field fabricate pipe flashings with GenFlex Peel & Stick EPDM Flashing per standard GenFlex Roofing Systems details when a pre -molded flashing is not feasible. NOTE: All existing flashings Must be removed before applying a new flashing. B. Expansion Joints and Building Control Joints. 1. Consult GenFlex Roofing Systems standard details for various application methods: E-11.01, E- 11.02, E-11.03, and E-11.04 C. Pitch Pans 1. Fill pitch pans in accordance with GenFlex Roofing Systems standard details: E-9.01, E-9.02, and E-9.03. D. Roof Drains 1. Consult GenFlex Roofing Systems standard details E-8.01 and E-8.02. 2. Prepare substrate around each roof drain to prevent membrane bridging or distortion and to provide a smooth transition from the roof surface to the drain clamping ring. Be sure that only one (1) layer of membrane is in the clamping area. 3. The surface between the clamping ring and the drain must be clean and smooth. Remove all existing flashing, cement, or lead on retrofit projects down to bare clean metal. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 20 of 23 4. Apply one (1) complete tube of GenFlex Water Stop between drain bowl compression flange and the underside of the new membrane before compressing the new membrane to drain bowl assembly, with the compression ring mounted on the top surface of the new membrane. The detail is only complete when the water stop is fully compressed between the new membrane and the flange of the drain bowl, forming a solid seal between the two. Be careful to compress the assembly evenly to avoid cracking or breaking the drain compression ring. Cracked or broken drain compression rings may result in a re-inspection of the finished roof system to make certain corrective measures have been made before GenFlex will accept the roof system for warranty coverage. 5. All bolts and/or clamps must be in place in order to provide constant, even compression. Missing drain bolts may result in a re-inspection of the finished roof system to make certain corrective measures have been made before GenFlex will accept the roof system for warranty coverage. 6. Do not run seams through roof drains or sumps. If a seam is run through a drain sump, cut the membrane with the assembled seam outside of the drain compression ring area, and install a target patch of new membrane extending a minimum of 3" (76.2 mm) outside of the sump area and seamed into the field membrane, using GenFlex Seam Tape and standard seam tape seaming procedures. Apply Peel & Stick EPDM T-Joint Covers as required at the target patch to seam intersections in accordance with GenFlex standard T-joint application procedures. E. Scuppers 1. Scuppers are to be constructed according to criteria detailed in the Sheet Metal and Air Conditioning Contractors National Association (SMACNA) Manual. 2. As a minimum, GenFlex requirements regarding scuppers are as follows: the scupper assembly must be fabricated from a minimum of 24 ga (0.45 mm) G-90 steel or 0.040" (1.02 mm) aluminum and be sized to fit snuggly through the wall opening. All joints must be sealed according to SMACNA standards, and the scupper must include a continuous 3" (76.2 mm) wide interior face flange with continuous rounded corners. The scupper must also be of sufficient length to extend through the exterior wall by at least 1/2" (12.7 mm), and be capable of being sealed on the exterior of the building to prevent backflow into the roof system or wall cavity. 3. In addition to the above, if a scupper is to be mounted at the deck to wall or parapet junction, a wood nailer of equal thickness to the roofing insulation must be secured to the structural deck below the scupper flange to provide a suitable mounting surface for the scupper. 4. Cut the flashing membrane tightly to the scupper opening in the wall. 5. Apply a heavy bead of Water Stop around the scupper opening (15 If (4.6 m) per tube). 6. Insert the scupper sleeve into the scupper opening, and press the mounting flange into the Water Stop. 7. Secure the flange to the substrate with an appropriate fastener. 8. Flash scupper in accordance with the appropriate current GenFlex scupper detail: E-10.01 and E- 10.02. F. Metalwork 1. Metalwork is not waterproofing. The installed membrane and roofing system must be made watertight before metal application. 2. No roof system is complete until all the edges are terminated in such a way as to prevent water infiltration into the roofed structure. This typically involves the use of manufactured or shop fabricated metal detailing, such as coping caps, gravel stops, roof edging, flashing and counter- flashing components. All metalwork should be fabricated and installed according to SMACNA and National Roofing Contractors Association (NBCA) guidelines. Unless specifically agreed to in writing by the GenFlex Technical Department prior to installation, metalwork manufactured by others is not included in the GenFlex warranty coverage. 3. The designer and roofing contractor should be aware that many municipalities and states are beginning to enforce metal codes that, until recently, were merely used as guidelines. These metal codes relate to minimum standards on material, fabrication, and testing of roof related SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.clenflex.com 6/24/2016 Page 21 of 23 metalwork. It is the contractor's responsibility to review and know the building codes relating to their roofing projects in order to avoid costly remedial work to bring a project into compliance. 4. If the metalwork on a project is specified by the designer to be included in a full system warranty, use GenFlex brand edge metal and coping products. Contact your Territory Sales Manager or Sales Representative for information. 5. If a metal flashing product by others is submitted via a deviation request for inclusion in the warranty coverage, the following are minimum requirements for consideration: a. The metalwork must be shop or factory formed or extruded. b. The metalwork must be configured and installed in accordance with SMACNA guidelines and NBCA installation instructions. c. Minimum requirements regarding metalwork material, 24 ga (0.61 mm) G-90 Kynar pre - finished steel or 0.040" (1.02 mm) aluminum (mill finished, pre -finished or anodized). d. A deviation request for inclusion of metalwork in warranty coverage must accompany the Pre - Job Survey form submitted by the installing contractor. e. The deviation request must include shop drawings of the metalwork to be included and a roof plan showing the installed location and linear dimension for each profile. f. Should the deviation request be granted, the installing contractor will be responsible to GenFlex Roofing Systems for a period of two -years from the date of GenFlex inspection and acceptance under their installers agreement. 6. Metalwork installation, regardless of material source, must be according to the metalwork manufacturer's instructions available from the manufacturer or supplier. a. Metalwork formed by roofing contractors must be fabricated and installed in accordance with SMACNA and NRCA recommendations. All flange -mounted metalwork must be flashed according to the appropriate GenFlex material type's standard details. Metalwork formed by contractors is not eligible for warranty coverage unless the conditions listed under item "C" above are met and GenFlex accepts the metalwork for warranty coverage in writing. b. Metalwork by roofing contractors must have metal joints stripped -in to the uppermost edge of the metal dam on the roof side. c. EPDM projects with cover tape flange strip -in of metalwork with a gravel dam (or a formed configuration that is capable of holding water on the edge of the installed cover tape) must have edge caulk applied on both sides of the cover tape. 7. The approval of metalwork for inclusion in warranty coverage is conditional upon acceptance by GenFlex Roofing Systems, and, if approved, is subject to the "terms, conditions and limitations" of the requested warranty. Under no circumstance will any warranty coverage for metalwork exceed the wind speed limitation of the warranty issued for the roof system. Aesthetic appearance is expressly excluded from warranty coverage. 8. Metalwork by others is not permitted on projects requiring full system warranties and wind speed coverage equal to, or greater than, 90 mph (144.8 km/h). G. Night Seal 1. Consult GenFlex Roofing Systems standard detail E-19.03. 2. At the completion of each day's work, a watertight seal must be established at any loose edge of membrane with an appropriate sealant. Care must be used to guarantee that no water flows beneath any completed sections of roof. Consult GenFlex Roofing Systems standard night seal detail for method of attachment. Membrane contaminated with the sealant used as a night seal must be cut out and discarded prior to resumption of work. 3.10 WALKWAYS A. Consult GenFlex Roofing Systems and EPDM detail FW -16.05. B. Walkways are required at all access points to the roof system and recommended anywhere routine (routine is defined as once a month or more) traffic on the membrane surface is anticipated. Walkway pads are used to protect the weatherproofing membrane from damage or excessive wear and tear. Traffic -related roof damage is not covered by the GenFlex warranty. In areas of extreme traffic, contact GenFlex for options to enhance the roof system in order to prevent or mitigate traffic - SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 22 of 23 related insulation damage. Walkway maintenance is the responsibility of the building owner because walkway pads are not part of the warranted waterproofing assembly. C. Should access to the roofing membrane be required in order to perform warranty service to the roof system, only GenFlex brand walkway pads will be moved and replaced as necessary to perform service at GenFlex's expense. Pavers, walkway systems, patio surface components and other products either manufactured or supplied by GenFlex Roofing Systems that impede roof system service must be removed and replaced at the building owner's expense. Should the obstacle removal and replacement be performed by the GenFlex contractor servicing a leak call under building owner authorization and/or purchase order, GenFlex assumes no responsibility or liability for the performance of the contractor in performing that service. 3.11 FINISHED ROOF PROTECTION A. When it becomes necessary for other trades to work over a completed area of new roof, the roofing membrane and flashing must be protected from physical damage. Proper and adequate protection includes installing a slip -sheet in the work area overlaid with plywood or OSB, in order to dissipate the effects of traffic on the finished roof surface and to prevent impact damage to the system caused by dropped tools and/or equipment. If damage does occur to the roof system, it must be repaired immediately in order to preserve the integrity of the roof system. If membrane is damaged in more than six (6) locations within a 100 ft2 (9.3 m2) area, new membrane extending 6" (152.4 mm) beyond the border of the damaged areas must be installed over existing membrane in accordance with GenFlex specifications. For fully adhered and mechanically attached applications, the membrane must be fully bonded with the existing underlying membrane with a GenFlex approved adhesive. Contact the GenFlex Technical Department with any questions on how to address comprehensive damage. SPECIFICATION 07530.1 GENFLEX EPDM - FULLY ADHERED SYSTEMS Updates Available at www.genflex.com 6/24/2016 Page 23 of 23 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F Job Address: 3!/ Permit Number: /�'G /2 O 6, O D 1 ❑ No one available for inspectio e Re -Inspection required: Yes o AM/PM When corrections have been made, call for re -inspection at 303-234-5933 Date: 1111ZQ Inspector: MT /91 DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706001 201706001 10925 W 38th PL Residential Re -roof to install GAF with 21 sq. (16 sq. pitched, 5 sq. ISSUED: 08/12/2017 EXPIRES: 08/12/2018 Timberline asphalt shingles TPO/EPDM flat) 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 perfopermit. I further attest t at I am le ally authorized to include alI entities named within this document as parties to the work to be rrra�at a11Jb�jpeis disc m this docurt end/or i^s'ac�npanying approved plans and specifications. Sign re ofOWNE�or CONTRACTOR (Circle one) Date 1, is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is ubject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The issuance or granting okrptVnit shall not be nst 4 t be a permit for, or an approval of, an violation of any provision of any applicable code or any ordi re ulatio sdi ion. 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. A s City of Wheat Ridge Residential Roofing PERMIT - 201706001 PERMIT NO: 201706001 ISSUED: 08/12/2017 JOB ADDRESS: 10925 W 38th PL EXPIRES: 08/12/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles TPO/EPDM with 21 sq. (16 sq. pitched, 5 sq. flat) *** CONTACTS *** OWNER (303)463-9563 AKERS MICHAEL E SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,610.00 FEES Total Valuation 0.00 Use Tax 117.81 Permit Fee 140.90 ** TOTAL ** 258.71 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 8, 2017 10:37 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 10925 W 38th Place Wheat Ridge CO OA Property Owner Name Mike Akers Property Owner Phone 303-463-9563 Number (enter WITH dashes, eg 303-123-4567) f Asa' -7r Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. docs@coredoes.com Yes Attach Copy of Executed 10925 Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Core Contractors Name Contractor's License 110052 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3032952220 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 4049 St. Paul Street (Primary address of your business) Contractor Email Address docs@coredoes.com Retype Contractor Email docs@coredoes.com Address DESCRIPTION OF WORK TOTAL SQUARES of 21 the entire scope of work: Project Value (contract 5,610 value or cost of ALL materials and labor) Are you re -decking the No roof? N MIR Does the scope of the project include a flat roof (less than 2:12 pitch)? How many squares are part of the flat roof? Describe the roofing material for the flat roof: Type of material for the flat roof: If "Other" is selected above, describe here: Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof- Type oof Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes ,/ 5 ✓ GAF Timberline TPO/EPDM, Other (specify below) GAF Timberline Yes 1/ 16 GAF Timberline Asphalt House Only SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. 3 I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Karen Tobin Email not displaying correctly? View it in your browser. • ROOFING SYSTEMS Property Owner Mike Akers PfRWddress 1.0924 W 38th PI City/State Zip Wheat Ridge, CO 80033 Primary Phone number 3034639563 Email Address mekakrzl33@q.com Terms: Agreement "Doing it right matters" Effective Date 07/27/2017 4501 Logan St, Denver, CO 80216 303.997.1559 Secondary Phone Number By signing this agreement, the property owner authorizes CORE Contractors, Inc. ("CORE") to perform the work and supply the materials as agreed upon by the property owner's insurance carrier. The homeowner agrees to use CORE exclusively, and authorizes CORE to obtain labor and materials in accordance with the scope agreed to by the insurance company and the specifications set out in this agreement to accomplish the replacement or repairs. The initial proposed scope of services is attached to this agreement. This agreement does not obligate the homeowner or CORE in any way, unless the damage is approved by homeowner's insurance carrier. Roofing Scope: The roofing system replacement includes all shingles, Additional Roofing Scope Notes underlayment, valley linings, and miscellaneous flashing, Remove and replacing main roof with IR upgrade per local applicable municipal code. This also includes full clean-up of the property and a 5 year Roof Workmanship Warranty (on full roof replacement only). A one year workmanship warranty is included on all non -roof work performed by CORE. $340. Remove and replace front patio. Remove and replace garage roof with standard GAF. Do not do the car port patio. Due to the nature of repairs related to insurance claims, this contract includes an estimated repair price of the roof system. 9350.41 Because the final scope has not been agreed upon with the insurer, this repair price may change. The amount of this contract is for 100% of the replacement cost approved by the insurance company for the work to be completed by CORE. Reaching agreement on the full scope of repairs involves considerable time on CORE's part and we will not proceed with that phase unless you agree to allow us to do the work once the scope is agreed upon. By signing this contract, you authorize CORE to reach an agreement on the scope of repairs on your behalf. CORE agrees to bid the work using the primary insurance industry pricing database (Xactimate) based on the scope of work agreed upon with your insurer. You, the homeowner, recognize CORE Contractors, Inc. as a general contractor and as such shall be entitled to overhead and profit, at customary insurance industry rates (20% on Xactimate line items). Any substantial additions or deductions to the scope of work will be handled on the Customer Verification Form. The property owner, you, must agree that, once a f'J^Jt=RtD PY-canva$ WWW.gOCanV3S.COm scope of work and project cost is agreed between CORE and the insurance carrier, they are responsible to pay ONLY the deductible amount per their replacement cost insurance policy. Any further changes, in addition to the insurance work, must be requested in writing, by the property owner. If, you, the property owner, plan to use the proceeds of a property and casualty insurance policy issued pursuant to Part 1 of Article 4 of Title 10, C.R.S. to pay for roofing work, pursuant to Section 6-22-105, C.R.S., THE ROOFING CONTRACTOR CANNOT PAY, WAIVE, REBATE, OR PROMISE TO PAY, WAIVE, OR REBATE ALL OR PART OF ANY INSURANCE DEDUCTIBLE APPLICABLE TO THE INSURANCE CLAIM FOR PAYMENT FOR ROOFING WORK ON THE COVERED RESIDENTIAL PROPERTY. PAYMENTS ARE TO BE MADE: HALF (OR FIRST INSURANCE CHECK RECEIVED — ACV CHECK) UPON DELIVERY OF ROOFING MATERIALS, AND FINAL BALANCE UPON COMPLETION OF WORK. THE WORK IS TO BE COMPLETED WITHIN APPROXIMATELY 90 DAYS OF EXECUTED CUSTOMER VERIFICATION FORM. CORE SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE ROOFING CONTRACTOR HAS DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY. All estimates or contract amounts include a 3.5% discount for cash or check transactions. Property Owner's Initials i H��� „ zg)o,,- Right to Cancel You, the homeowner, have the right to rescind this agreement and obtain a full refund of any deposit within 72 hours after entering the agreement. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the insurer that your claim has been denied in whole or in part. Property Owner Date Mike Akers 07/27/2017 Property Owner Signature Insurance Company State Farm ��>wERr'DBY ,� -:Canvas www.eocanvas.com 4"10C-vj4 -( -'1 CORE Contractors, Inc. ("CORE") is authorized to provide you with this NOTICE. You are therefore notified that: (a) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS. 1. All contracts are subject to approval of our credit department and office without exception. The person executing this contract must obtain the approval from the officer of the CORE Contractors, Inc. for this contract to be effective under any conditions. 2. SHOULD DEFAULT BE MADE IN PAYMENT OF THIS CONTRACT CHARGES SHALL BE ADDED FROM THE DATE THEREOF AT A RATE OF ONE AND ONE HALF (1 ''/2) PERCENT PER MONTH (18% ANNUM) WITH A MINIMUM CHARGE OF $20.00 PER MONTH, AND IF PLACED IN THE HAND OF A COLLECTION AGENCY, ALL COLLECTION, LEGAL, AND FILING FEES SHALL BE PAID BY CUSTOMER ACCEPTING SAID CONTRACT. 3. CORE Contractors, Inc. shall have no responsibility for damages from rain, fire, tornado, windstorm, or other perils, as is normally contemplated to be covered by home owners risk insurance or business risk insurance, or unless a specified written agreement is made therefore prior to commencement of the work. 4. Should legal action be necessary, because of any act that might arise during the course of this agreement, CORE shall be entitled to all costs incurred in connection with such action, including a reasonable attorney's fee. 5. The parties hereto agree that all actions or proceedings arising in connection with this agreement shall be tried and litigated exclusively in the State and Federal courts located in the County of Denver, State of Colorado. 6. Replacement of deteriorated items (such as decking, fascia boards, roof jacks, ventilators, flashing, or other materials) not covered by insurance, discovered during construction and required by governing code or necessary for product warranties are NOT INCLUDED and will be charged as an extra on a time and materials basis unless STATED IN THIS CONTRACT. 7. CORE Contractors, Inc. shall not be liable for failure of performance due to labor controversies, strikes, fires, weather, inability to obtain materials from usual sources, or any other circumstances beyond the control of CORE Contractors, Ins. whether of a similar or dissimilar nature. 8. Subsequent to property owner's insurance carrier approval, if this agreement is terminated by the owner, the owner shall be financially responsible for all work performed based on the following milestones (percentages are additive). a. Consulting Phase: Preparation of CORE Xactimate scope of work and adjuster appointment — 3% of total bid. b. Substantial agreement or scope confirmation with insurer — 5% of total bid. c. Ordering and scheduling of work — 2% of total bid. d. Repair Phase: Any line item of physical work that has been started shall be completed by CORE; if the owner terminates this agreement while physical work is ongoing, they shall be responsible for all costs related to that line item, plus general contractor overhead and profit. 9. In addition, the owner shall be responsible for all other reasonable fees and expenses incurred prior to termination of the agreement, including permit fees, deposits paid by CORE to suppliers and subcontractors, subcontractor fees and expenses, etc. to the extent they are not already included in the line items for work that has been completed. All fees and expenses incurred prior to termination of this agreement shall be paid PO', JERED BY ,..:-. canvas www.gocanvas.com by the owner within 30 days of invoice date. 10. If material has to be reordered or restocked because of a cancellation by the customer; customer will have to pay the restocking fee assessed to CORE by the supplier. 11. If any provision of this contract should be held to be invalid or unenforceable, the availability and enforce -ability of the remaining provisions of this contract shall not be affected thereby. 12. ANY REPRESENTATIONS, STATEMENTS, OR OTHER COMMUNICATIONS, NOT WRITTEN ON THIS CONTRACT ARE AGREED TO BE IMMATERIAL, are not relied on by either party, and do not survive the execution of this contract. 13. The maximum liability for CORE Contractors, Inc. shall be the original cost of labor and materials for the repair, which the customer agrees shall be the liquidated sum, under any event of default of CORE Contractors, Inc. herein. 14. During the duration of the work, the customer's HOMEOWNER'S INSURANCE will be responsible for any interior damage as long as CORE Contractors, Inc. has taken appropriate action to protect the roof and siding during the repair of the roof. 15. CORE Contractors, Inc. is not responsible for existing construction problems of customer's home. If pointed out and notified to CORE, we will try to assist you in correcting the existing construction problems on a time and material basis. 16. THIS CONTRACT IS COMPOSED OF THIS PAGE AND THE REVERSE SIDE OF THIS PAGE AND SHALL BE CONSIDERED THE ENTIRE CONTRACT BY THE PARTIES. POWFREG By canvas www.gocanyas.com " 4x� �;)4W, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: c�/,�nGC�I / ❑ No one available for inspection: Time �' AM/1 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 n'1 Date: !�� Inspector: ®O NOT REMOVE THIS NOTICE Pi ~T ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection' line (303) 235-2855 Office • (303) 237-8929 Fax INS~PEC~T^ION NOTICE Inspection Type: KA7f) Job Address: f~Qc !t). 31, Permit Number: ❑ No one available for inspection: Time Pcl AM/PM Re-Inspection required: Yes SO) "When corrections have been made, call for m7ection at $03-23~4-5933 Date:'' `i Inspector: Cr eY>✓9 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ' INSPECTION NOTICE Inspection Type: /?ura~x Job Address: 1012_S' GJesy 13,4 k,-e Permit Number: 22go d % ~~'o°OUF~~ No one available for inspection: Time, AM(~:MD Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Z6- Oq Inspector: OV DO NOT REMOVE THIS NOTICE G_ City of Wheat Ridge =mar 092840 ?10925 W 38TH PL ter.. of "'"E?T~ City of Wheat Ridge Building Division Date: U 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan °ocoRnoo Inspection Line: 303-234-5933 Permit#:G~~'KI Building Permit Application Property Address: logda 6u• (9"4406 /ye~a%~-- Property Owner (please print): 1 "i)(Q Phone: 303 X163 9563 Mailing Address: (if different than property address) Address: 33 Contractor: 1)4~1d~tn~j Contractor License Q c) 744 j Phone: Lc -:3 7q ~Y Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): WP-rop4\- Construction Value: s 572A-00 Descripptionnn of work: rerTtD e Ln Fe_._. rU~ (as calculated per the Building Valuation Data sheet) ct. y 30 r `I a M Y-0 . v-yk~-""'•"J 0 Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares-2b-BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (O~eW~NNER (CONTRACTO or P RSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME ( SIGNATURE: cJ1 Onho'n t'P 1 AAU2--YVI.',-I Date: ~l CJ ZONING COMMENTS: Zoning: Reviewer: DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer OCCUPANCY: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved O. no review required , . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number 13772 BUILDING INSPECTION L• INE - 303 234=5933 Date 4/30/02 CITY OF WHEAT RIDGE : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: BOUSH Property Address : 10925 W 38TH PL Phone : 467-3348 Contractor License No. : 19880 Company : Metro Denver Roofing' Phone : 477-4094 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,200.00 I hereby certiry that the setback distances proposed by this permit application are accurate, and PORTIit FBe : $44.55 do not violate applicable ordinances, mles or regulations of the City of Wheat Ridge or Plan Review Fee : $0.00 covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all cooditions printedon this USe TaX : $14.40 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordiaan~., forw) uf~der.this permit. ~ TOt81 : $5925 . :~2~ (OWNER)(CONTRACTOR) SIGNED DATE USe : Description : TEAR OFF AND REROOF NORTH EAST SOUTH SIDE OF HOUSE T-LOCKS 10 SQ Approval : Occupancy : Walis : Roof : Stories Eiectrical License No : Plumbing License No : Company: Company: Residential Units: Mechanical License No : Company : Expiration Date : Expiration Date Expiration Date : Approval : Approval : Approval : (7) This permit was issued in accordance with lhe provisions set forth in yopu(application antl is subject lo the iaws ol the Slate ol Coioiado anu io me Lon. ny Regulations and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City . (2) 7hi5 pertnit shall expire if (A) the work auihorized is not commencetl within sixry (60) days from issue date or (B) the buildin9 authorizetl is suspentletl or abandoned for a period of 120 days. - (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalry required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall be paitl for a new permit (4) No work of any manner shall be done thatwill change the naturel Flow of water causing a drainage problem. . (5) Contractor shall notify the Buildin9 Inspecior twenTy-four (24) hours inadvance for all inspections antl shall receive writlen approval on inspection cartl before proceedii ith successive phases of the job. (6) Th i nc of a rthe approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe provi ns th i codes or any other ordinance, law, rule or regulatioa . . ti. Chief Building I spector oF wHEqT DEPARTMENT OF PLANNIIVG AND DEVELOPMENT Building Pennit Numbec { ~o BiJII.DING INSPECTION LINE - 303-234-5933 Date: CTTY OF WHEAT RIDGE 7500 WEST 29TH AVEN[JE CQ OftAQ~ WHEAT RIDGE, CO 80215 -(303-235-2855) ~~~UCATION _ Properry Owner: Property Address: /0 9-2~5- Phone a~~' Contractor License No.: OWNER/CONTRACTOR SIGNATUAE OFUNDERSTANDIIVG AND AGREENIENT I hereby cer[ify that [he setback distances proposed by this pennit appfication are accurate, and do not violate applicable ordinanws, rules or regulalions of the City of Wheat Ridge or covenants, easements orrestrictions ofrecord; fhat a!I measurements showq and allegations made are accurate; that I have read and agree to abide by al] condi[ions printed on this application and that I assume full responsibiliTy for compliance with Ihe Wheat Ridee Building Code (U.B.C) and all other appficable Wheat Ridge OCdinances, for wod< under thispermit. p - „ . (O W NER)(CONIRACTOR): Phone: Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use I ax:$ TOtdll Description-_, BUII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: . Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: ApprovaL Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) Tltis pennit was issued in accordance with the provisions set foNi in yoar applicaeon and is subject to the laws of tlie State of Co7orado and ro the Zoning Regulafions and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of die City. ' (2) 17tis pemit sUall exp'se if (A) tlie work authorized is not commenced willun sixty (60) days from issiie date or (B) Flie builNng auNorized is suspended or abandoned for a period of 120 days. (3) If this permit expues, a new perzni[ may be acqu'ved for a fee of one-half the amouut vormally required, provided no changes have been or will be made in the orig'uial plans and speci5caeons and any suspension orabandonment haz wt exceeded one (1) year. Ifdianges have been or if suspension or ahanAnnmenr exceeds oue (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall6e done that will diange the nahuai flow of water causing a draivage problem. (5) ContractorshallnofifytheBvildinglnspecrorhventy-four(24)homsivadvanceforaliinspectionsavdshallreceivewrittcnapprovaloninspectioncardbefore proceeding with successive phues of the job. - (6) The issnance of a pelmit or fhe approval of draudngs and specificafions shalf not be constmed ro be a petmit foq mr an approvai of, any violarion of tlie pmvisions of the bitilding codes or auy other ordinance, law, nile or regulafion. , Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8957 BUILDING WSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/24199 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 10925 38TH AVE Contractor License No. : Phone : 463-9563 Company : Phone : 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 restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condittons printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W~heat Ridge ordinances, or work under this permit. (OWNER)(CONTR4CTOR) SIGNED\~V "~...1`+-~t/1 DATES'yy' -?7 Construction Value : $400.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $10.00 Total: $33.50 Use: Description : REPLACE 6 SQR OF ROLLED ROOFING ON CARPORT Electricai License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was issuetl in accordance with ihe provisions set forth in yopur application antl is subject to the laws of ihe State of Coloratlo and to the Zoning Regulations and Building Code of Nfneat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permi[ shall ezpire if (A) the work authorized is not commenced within sirly (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amoun[ normally required, provided no changes have been or will be matle in the original plans and specifcations and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment eacceeds one (1) year, full fees shall be paid for a new permit. (4) Noworkofanymannersha116edonethatwillchangethenaturalFlOwoFwatercausingatlreinageproblem. (5) ConVactor shall notiry the Builtling Inspector Rventy-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit r the approval of tlrewings and spec~ca6ons shall not be cons[rued to be a pertnit for, nor an approval of, any violation of the provisions of the 6uild~ Cocffs or iy other ordinance, law, Nle or regulation. Chief Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Building Permit Number : Date : WHEAT RIDGE, co $0215 APPLICATIo N PropertyOwner: 1MkC v''-JI-1` AK4E P--". Property Address : 1092,5- W 3fsR" Phone :~~j> ~63v P,J~6 3 Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distances proposed by this permit application are accurate, Pgfmlf F8': 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 Use Tax :appliration, and that I assume full 2sponsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appifcable Wheat Ridge ordinances, for work under this pertnit.. TOt21 :(OWNER)(CONTRACTOR) SIGNED_ V~ An~ X aL, DATE.52~& . Use: Description o~ ?a Raa~ i v~c.~ c tT BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof< Stories : Residentiai Units : Electrical License No : Company : Plumbing License No : Company: Mechanicai License No : Company : Expiration Date : Approvai: Expiration Date : Approval : Ezpiration Date : Approvai: (1) This pertnit was issuetl in accordance with the provisions setloM in yopur appliwlion antl is subject to the laws of the State of Coloredo antl to the Zoning Regulations and Building Code oF Wneat Ritlge, Coloratlo or any oNer appliwble oNinances of the City. (2) This permit shall expire if (A) the work authonzetl is not commenced within sixty (60) days from issue date or (B) the building auNOrized is suspended or abantloned for a penod of 120 daya (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-hali the amount nortnally mquire4 provitletl no changes have been or will be made in the . original plans and specificatlons antl any suspension or abantlonment has not exceeded ane (1) year. If changes are maCe or if suspension or abantlonment exceeds one (1) year, fup fees shall be paitl for a new pertniL (4) No work of any manner shall he done that will change the natural flow of water causing a dreinage problem. (5) ConVac[or shall notiFj the Building Inspector hventy-four (24) hours in atlvance for all inspeclions and shall receive written appmval on inspection caN before proceetliingwifhsuccessivephasesoFthejob. - (6) The issuance of a pertnit or the aDProval of drawings antl specifiqtions shall not be construed to be a permit for, nor an approval of, any viola6on of the provisions of thegyjldingpodespr any other ordinance, law, rule or regulalion. , . City of Wheat Ridge Planning and Development Department Memorandum TO: Darin Morgan, Codes Administrator FROM: Bob Gaspar, Building Inspector 3c SUBJECT: Condemnation of 10920 West 39'h Avenue DATE: May 26"', 1999 On the aftemoon of May 26`h, 1999 I was requested by Code Enforcement to respond to the above mentioned address on a housing problem. Also, at the property were members of the Police Department, Code Enforcement, Animal Parks Enforcement Officers and the tenant(Norma Wilson, D.O.B. 04/20/31, S.S.# 360-304-821). Upon arrival and inspection, I verified that there were violations to the Uniform Housing Code. The following(without U.H.C. section numbers) is an incomprehensive list: • Natural light and ventilation have been sealed and covered oder with dark materials and paint. • Front required exit sealed closed. • All mechanical ventilation and heat is inoperable. • All water fixtures inoperable. • Water supply turned off. • Fuel gas supply inoperable. • Electrical supply affixed but not working. • Dangerous electrical wiring and fixtures. • Cut structural rafters in the gazage. • Evidence of the floar shifting causing boards to be pushed together and up. • Corpse of dead animal. Approximately 80-100 pound canine in back bedroom on the floor. • Animal and human excrement including feces on floors. Due to the above mentioned violations the dwelling was placarded as uninhabitable. On May 27h, 1999 an Auimal Pazks Enforcement Officer, Nick Fisher, informed me that it was okay to secure the property. After doing a safety check the property was secured. Also on May 27`h, I was contacted by the son of the owner of the property. The son is Scott Wilson and lives out-of-town(Tucson, Arizona). His telephone number is (520-881-4249). Mr. Wilson was assessed of the situation and related that Norma Wilson(tenant) had previously been institutionalized and has mental problems. Further contacts and information from Mr. Wilson were promised and have been provided. OWNER Thomas Wilson 6174 South Prince Street Littleton, Colorado 80120 (303-797-6639) Electric and gas utilities were terminated by Public Service Company. Water was not ordered terminated because it had been previously turned off. An official letter of violation to the owner will be sent. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3435 BUILDING INSPECTION DIVISION - 235-2855 . CITY OF WHEAT RIDGE Date : 7/16/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. Company SEARS EDWIN M 10925 38TH AV 17665 Universal Development, Inc. Phone : Phone: 898 9867 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distance proposed by this permit applicati n are accurate, and do not violate applicable ordinances, ules or regulations of th ity eat Ridge or covenants, easements or restrictions of ord; that all measure e ts own, and allegations made are accurate; that I have read an ree to abide by all co iti s printed on this application, and that I assume full respo ility for com ce th heat Ridge Building Code (U.B.C.) and all other applicable at Ridge~r , r w un er 'permit. (OWNER)(CONTRACTOR) Construction Value : $2,000.00 Permit Fee : $10.00 Use Tax : $0.00 Total: $10.00 Description : DEMMITPN AND RC1IG10VAL OF SMALL HOUSE AND 2 OUTBUILDINGS Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permi[ was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the Sta[e oF Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. (2) 7his permit shall expire if (A) the work authorized is not commenced within sixly (60) days from issue date or (B) the 6uilding aufhorized is suspentletl or abandoned for a period of 120 days. (3) If this permi[ expires, a new permit may be acquired for a fee of one-halFthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If chan9es are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone tha[will change the natural flow of wa[er causing a dreinage problem. (5) Contrecior shall notify the Building Inspector iwenry-four (24) houre in advance forall inspec[ions and shall receive written approval on inspection cartl before . proceediing with successive phases of the 1~ob. (6) The i~suance of a permit or the approval of drawings and specifications shall not be consVUed to be a permit for, nor an approval of, any violation of the provisions of th~ buildig§ codes oi~aqy other orcJirancevlaw, mle or regulation. W Buildin`g Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: up, UPrSUl d/2t7Po/1Me4- -XhC - Property Address :/p jdS (N 38~' ;,9uC , Phone : Contractor License No. 764~5_ Company : P h o n e OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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 measuremenis shown, and allegations made are accurate; that I have read and ag e to abide by all conditions printed on this applicafion, and that I assume full respon i lity for compliance w' th heat Ridge Building Code (U.B.C.) and all other applicable W t Ridge orfJi9.aPce , fo o under this permit. (OWNER)(CONTRACTOR) SIG Description : DP 0110 ( J Construction Value :aQOU, Permit Fee : Plan Review Fee : Use Tax: Total : i i `K- Rem v'~- 's6(kse, -e- 2 BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : PublE ~ks~COmmenf`s'. Approval: Occupancy : Walls SIC o~ ~ ,du,'Id%~ys. Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: wl rPians{Requ,tr,eil., Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: ,EPlan"s Req Expiration Date : Approval: iq Pians~Req (t) This permi[ was issued in accordance with the provisions set forth in yopur apDlication and is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any oiher applicable ortlinances of the Ciry. (2) This permi[ shall expire if (A) the work authorized is not commenced within sixty (60) tlays from issue date or (6) the building auNOnzed is suspendetl or abandonetl for a period of 720 days. (3) If ihis pertnit expires, a new pertnit may be acquired tor a fee of one-half Ihe amount nortnally required, provided no changes have been or will be matle in the original plans antl specificalions and any suspension or abandonment has not exceedetl one (7) year. If changes are matle or if suspension or a6andonment exceetls one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be tlone ihat will change ihe natural flow otwater causing a drainage problem. (5) Contractor shall notify ihe Buiiding Inspeclor lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd before proceediing with successive phases of the job. (6) The issuance of a pertnit or the approval of drawings and specifrations shall not he construed to be a permit for, nor an approval of, any violation of the provisions oFthe building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION CERTIFICATE OF OCCUPANCY Issued Without Fee OWNER CITY OF WHEAT RIDGE 7500 W. 29th Avenue Wheat Ridge, Colorado 80034 Date January 10, 1995 This certificate verifies that the building constructed and/or the.use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. Eldridge Nordlund ADDRESS 10925 W. 38th Place CONTRACTOR Budget Garages, 5555 E. Evans Avenue, Denver, CO 80222 ~ m i PROPERTYADDRESS 10925 W. 38th Place 4 ~ LEGAL DESCRIPTION: FOR THE FOLLOWING PURPOSE Garage No change shall be made In the use of this building without prior notice and a new Certificate of Occupancy from the City of Wheat Ridge. ^ , Chief Building Inspector Zoning W.R. Form" For Mayor INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE k- W3' ~SM INSPECTION RECORD JOBADDRESS 10925 W. 38th Place BUILDING PERMIT N0. B94#4956 DATE ISSUED 10/14/94 TYPE OCCUPANCY OWNER Eldridge Nordlund CONTRACTOR Budget Garages. 5555 F_ Evan,; Avenue, T)enver~0 90222 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB NSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic ,cam /t> cq /5, r. Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbing Ground Work Heating Ground Work DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing C, &6 . Insulation Drywall nailing Rooting Refrigeration Electrical underground Final Electrical Fixtures el v Plumbing Fixtures Heating & Ventilation Landscape & Parkin R.O.W. & Drainage Fire Department Job Com leted o lL o1 c w OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION PERMIT NO. B94#4956 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION TWO SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME ADDRESS COPY OF DEED AND IMPROVEMENT SURVEY REQUIRED &ew 04 rvae 1 24, EY/Ti 1A#a Houser SPECIFY NORTH STREET NAME /492.5" N. 3S'fA PG (CIRCLE FRONT) N E d W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAME +0VCANej0' LEGAL DESCRIPTION CONTRACTOR +9%0aABoi;'45 LIC. NO. r -7-1-z 17 METES AND BOUNDS DESCRIPTION ATTACHED ADDRESS 6777E --/W.v65' api PHONE 7T7 - /'PooADDRESS "i -V' y4V✓H CITY Ji 6nr6EiC ZIP CODE 8Uaa a LOT NO. 50 BLOCK NO. LOT WIDTH DEPTH AREA SUBDIVISION FILING INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING: Curb BGutter- Street Poving_Water_Sewer -Storm Drainage- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING: YES_NO_ ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES-NO- OCCUPANCY EXTERIOR MATERIALS: STORIES REMARKS ROOF OWNER/ CONTRACTOR SIGNATURE OF UN RSTANDING AND AGREEMENT PERMIT FEE F/, 0-d I hereby certify that the above setback distances shown on this permit application are accurate, and do not violate USE TAX 0-U Q applicable ordinances rules or regulations of the City of Wheat Ridge or covenants easements or restrictions of re- - , , cord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all TOTAL FEE $JS j , 0,/ conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge NO D L IPTED Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. _ 06--.5_ /W / 7-s (OWNER) (CONTRACTOR) SIGNED DATE BUILDING DEPARTMENT USE ONLY SQ. FT. COST ® V 60 too)2 BASEMENT-ROUGH THE PROPERTY LOCATED AT - BASEMENT- FINISHED IS PRESENTLY ZONED • yO` /T GROUND FLOOR THE PROPOSE _Q USE I-S)(_IS. NOT) LLOWE UNDE THE ZONING ORDINANCE: SECOND FLOOR OMMENTS: Lt4. A, A GARAGE b OTHER G.~L V1j O~ a~ ~ OTHER BUILDING COST $ 1 ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT ? 5Z CITY N0. STATE NO. 2 STATE N0. CITY N0. CITY N0. PLANS REVIEWED (-OK) (-NOT OK) PLANS REVIEWED (-OK) (-NOT OK) PLANS REVIEWED(-OK)(-NOT OK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT a r• 1 C~uG W (F-\ t^ PERMIT ISSUED TO 9 PERMIT ISSUED TO PERMIT ISSUED TO PER REQUEST AS PER PLANS NO PER REQUEST AS PER PLANS N0. PER REQUEST AS PER PLANS NO. AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLE BY _ DATE CLEARED BY DATE CLEARED BY HI F U G INaSPE$TO CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR S ~ ~ BY - BY BY DATE DATE DATE CONDITIONS: (1) THIS PERMIT WAS ISSUED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN YOUR APPLICATION AND IS SUBJECT TO THE LAWS OF THE STATE OF COLORADO AND TO THE ZONING REGULATIONS AND BUILDING CODE OF WHEAT RIDGE, COLORADO OR ANY OTHER APPLICABLE ORDINANCES OF THE CITY. (2) THIS PERMIT SHALL EXPIRE IF (A) THE WORK AUTHORIZED IS NOT COMMENCED WITHIN SIXTY GO) DAYS FROM ISSUE DATE OR (B) THE BUILDING AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS. (3) IF THIS PERMIT EXPIRES, A NEW PERMIT MAY BE ACQUIRED FOR A FEE OF ONE-HALF THE AMOUNT NORMALLY REQUIRED, PROVIDED NO CHANGES HAVE BEEN OR WILL BE MADE IN THE ORIGINAL PLANS AND SPECIFICATIONS AND ANY SUSPENSION 0 BANDONMENT HAS T EXCEEDED ONE (I) YEAR. IF CHANGES ARE MADE OR IF SUSPENSION OR ABANDONMENT EXCEEDS ONE (I) YEAR, FULL FEES SHALL BE P FOR A NEW PER (4) NO WORK OF A, AANNER SHALL BE DONE THAT WILL OBSTRUCT THE NATUR FLOW OF WATER ING RAMA6E PROBLEM. (e) CONTRACTO SH ILL NOTI yY THE BUILDING R TWENTY-FOUR (24I RS ADVANCE F ALL PECTIONS AND SHALL RECEIVE WRITTEN APPROVAL ON INSPE aTION AID B DRE PR EEDING T CESSIVE PHASES OF JO L P OVE D CHIEF BUILDING INSPECTOR FOR MAYOR ; CERTIFICATE OF SURVEY 10925 W. 38 TH. PL. WHEA7RIDGE,COLORADO . . I 41 42 43 50 h ~ 49 h 36a N' S/ I o' 58~ - ~ ~ ~ - 3 79. 03 - W 38 TH PL. SGALE: I" = 50' ~I ~ ~C: I Q ~ s/ee/ pins se} of ~ poin`fs marked thus • DESCRI "rTIOPd: Lot 50, Wheatridge P•tanor, J'efferson County, Colorado. CERTIFICATION: i certify that the obove drawing is a correct delineotion of the survey made under my supervision ond completPd on N 1955. PREVARED BY . ~j REGISTEREU l4tlU SURVEYON LANE ENGINEERING SERVICE , LAKEWOOD, COLON0.D0 , ' C 0 f f 1 F 1 C U f B N o. E 15- 7- 17 CERTIFICATE OF SURVEY 10925 W. 38 TH. PL. WHEATRIDGC,COLORADO ' 4/ 42 1 43 ` /1 . . _ . . . ' u✓t,iilC/i/ . ' 58 50 ~ o 49 51 ~ 360'.~ 0 0 IN - ~ NI 1651__, 55' 5B W. 38 TH PL. --379.03 I SGAIE; I" = 50 ~I ~ ~I Q ~ s}ee/ pins se} of poinfs marked fhus DLiCRI"rTION: Lot 50, jqlzeatridge Planor, J'ef:ferson County, Colorado. 1-- CERTIFICATION: I certify that the above drawing is a correct delineation of The survey made under my supervision and completed on N 1955. ~ FREPARED BY lA LANE ENGINEERING SERVICE PEGISTERED NO SURVEYOR , LaKewooo, coLorsaoo C e r t i t i c a t e N o. E 15 - 7- 17 ~ ~ ~ ~ ~ ~ I - , i il~ ~ ~ i} , I~ ' ; ~ Z00t CovQrino~ I5 ¢ f¢ It - und Rr I zJymeh ~~oo~ S h¢Athm~ -Fdu zl ys"cx~. Ptywood = 2x 4 Lookowf Moldin'3 - stdin o~- i/i" Imp. Shav+hmg Final Grade EooF T'russas 24" o,e. -/i'Gyf, 8d. L- LX q To p P( ATR I/i' Gyp. Bd Zxq's 16"ac, zx4 Pla~f- 4A5(d AEBAR Z TOP Fr 2 BOTfOM .6/6 x10/10 MESH P.- . °tv~ LL.- 5-f-crIoNd -MONOL1T-HlC a SLAb° INSPECTION RECORD Occupancv/Tviae Iv1NSPE LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS .JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons - Stemwall / (CEG) Concrete Encased Ground — Reinforcing or Monolithic - Rough Electric Weatherproof / French Drain Rough Plumbing Sewer Service Lines Gas Piping Water Service Lines Rough Mechanical POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - - Electrical (Underground) ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Plumbing (Underground) 'Insulation Heating (Underground) Drywall Screw ROUGHS Sheathing - Lath / Wall tie - Mid -Roof — Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing 'Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. nforE -aLC rr _._ _ 1Y11Z;i'C�E �QMPLEIE��Q ,�PPRQI(ED_BYP_LANNIN6 ANA ONING,-BWIbDING-AMQPUBLIC ORKS- BEFORE A - -- CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS- ISSUED _ - PROTECT THIS CARD FROM THE WEATHER