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9380 W 49th Avenue
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: S tv Job Address: g 3 8 c w y 9 A °s Permit Number: r^ U no S )A, Te ss '-T—t c (! 7 r? c� l - l <�,-�'� ❑ No one available for inspection: Time 12 = oQ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— 3 / '? Inspector: 't DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o I e s Job Address: 3 o w �l �? �' A -le "# I e 7 Permit Number: 1 � , ❑ No one available for inspection: Time h U y a/PM Re -Inspection required: Yes N& When corrections have been made, call for re -inspection at 303-234-5933 Date:/_&L- DO �� Iq Inspector: 1 DO NOT REMOVE THIS NOTICE INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business da , ,,l PERMIT:�Dt1 L � LO ADDRESS: 3�bI I _. in &, JOB CODE: J PO Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab InspectionsI Date I Inspector Initials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Com Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan DateI Inspector Initials SEE OVER FOR ADDITIONAL INSPECTIONS Comments 1 igh Inspection (continued) Date Inspector Initials Comments Rough Mechanical Residential Rough Mechanical Commercial Boiler / Furnace Hot water tank Drywall screw and Nail Moisture board / shower walls Rough Grading Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection 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. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. c9-- 0 //- 7 NS W&oI'"RECORD 16 T Occunancy/Tune INSPECTION REQUEST LINE:3 ( 03) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** ** Inspector Must Sign ALL Spaces pertinent to this project _ Foundation InspectionsDate Inspector - �. Pier� ---- Initials . Comments Concrete Encased Ground (CEG) .�....� Foundation / P.E. Letter --- Do Not Pour Concrete Prior To Underground/Slab Inspections Electrical --- Sef—S—j Plumbing Do Not Cover Un Rough Inspections Wall Sheathing _ Mid -Roof Lath / Wall Tie - - ---------- Rough Electric • Rough Plumbing/Gas L.Ine Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw /Nail Final Inspections Landscaping & Parking / Plann ng Di ept ROW & Drainage / Public Works Dept. F n Inspection (if applicable) ection / Fire Protection Dist Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building Date rn$Pecti Initials Of The Above I or Below/1_n-SI ba W rk Prior To Datee Insp ctoe r Initials Date Inspector—,---' _L __ Initials Comments Of The Above Comments Inspections froi one week in adi inspections call inspections call 3U;i-135-2861 For fire inspections contact the Fire Protection District for your project. NOTE. All items must be completed and approved by Planning, Public Works, Fuse and Building before a Certifica -� Of Occupancy is issued. Approval of the Final Building inspection does not constitute and Bufid in of before ane . =or low vol to permits -Please be sure that rough inspections are com leted from the Fire District and electricaj low voltage I the Building Division. p ��M—`--ict -- 'For Inspection rime Window- Please email insptimerequest@ci.wheatddge.co.us be 8:00 A.M. the rnorn/n ith the property address in the subject line of the email. Time window is based on the inspector's route. ute. of the ins tion Occupancy Is Not Permitted Until A Certificate of OccupancyIs Issue Protect This Card From The Weather d 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: /O 01Nr Job Address: Permit Number:(�� L)No one available for inspection: Time I -. `i' Ai/PM Re -Inspection required: Yes N� When corrections have been made, call for re -inspection at 3^03-234- l 5933 Date: / 0 ` `%% Inspector: ; )0,/�/ ! ! �- DO NOT REMOVE THIS NOTICE City of Wheat Ridge v Resid. Windows/Doors PERMIT - 201708229 PERMIT NO: 201708229 ISSUED: 10/12/2017 JOB ADDRESS: 9380 W 49th AVE 106 EXPIRES: 10/12/2018 JOB DESCRIPTION: Permit to remove and replace entry way door with a Provia entry door. Same size. *** CONTACTS *** OWNER (303)944-0896 STARK JESSICA SUB (303)421-7100 Ted Roland 018516 K & H Windows & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,772.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 37.21 ** TOTAL ** 87.21 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be erformed shall comply with all accompanying approved plans and specifications, applicabble building codes, and all applicable municipaltoodes'po'iC ies and procedures, and that 1 am die legal owner or have been authorized by the legal owner of the property and am authorized tobtain this permit and perform the work described and approved in conjunction with thisppermit. I further attest that I am leggally authorized include all entities named within this document as parties to the work to be pertormedId t�r,At all work to�Eperformed is disclosed in this document and/or i�rs' accompanying approved plans and specifications. Signature of OWNEor CKRACTOR (Circle one) Data I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief' Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of an applicable code or any ordinance or regulation of this jurisdic ion. Approvals o>f i slu 'ect to field inspectv ion. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. e City of �Wh6aj tP de �, 9(C'nMhAtAUNJTY DIAILLOENTPMPlan � Building & Inspection Services Division Permit 7500 W. 29ti`Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Request Line: 303-234-5933 Building Permit Application (Complete all highlighted areas) Property Address: '739:0 tj W'*,'4KJ !&e vivat eo 33 Property Owner (please print): ��y,c�c, Sfaflc Phone: 3t,>3 — 9 Mailing Address: (if different than property address) Address: City, State, Zip. Contractor: K&H Windows and Exteriors Contractors City License #.- 018516 Phone: 720-420-1724 Sub Contractors: Electrical: Plumbing: Mechanical: City License -# City License # City License # Description of work:. (Fully describe work to be perfonned - Attach additional sheet If necessary) ewfry 010k'C Contract Value of all work: r IrV Review Fee (due at time of submittal), Squares BTUs Gallons _ Amps Sq Ft. I— I ONNNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback di,,;tanQcs proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record: that all measurements shown and allegation: made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat RidSc 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 lc�gal- of any entity included on this application to list that entity on this application, CIRCLE ONE: (011-NER)c0w--��4-C�TO or (4uTHORjZXDREPREsENTA7'1JAE) of (OWNER) W04NTRACTOR) Shawn George 16111/17 RI NAME: — SIGNATURE; DATE: 6EPARTMENT USE ONLY ZONING COMMENTS: Zoning; Reviewer. BUILDING DEPARTWNT COMMENTS: Reviewer. PUBLIC WORKS COMMS ITS: Reviewer: OCCUPANCY. FIRE DEPARTMENT:: 0 approved vd comments 0 dtsWroved 0 no review required 1 Bldg Valuation: I Measure Sheet Job No.: Sales Rep.: 17I., jo1i r t Contract Date; Customer tames 1C. ��� ski i �� �''.� q�'•� t, °� i �'��' :.�".��" �d',�+ t7:a�.�t� �a gi.- ; `..'.".c" � �v i �4.astv���L' MW 1.40der Needed �u�■�■■u�■■■■■■u■� ... Story Steel casements 'Steel bucks ■■■■ruu�u■u■uu■■■ �■■u■ . - . - u■■■■■■■u■■■■■u®ur � A 41 CITY OF WHEAT RIDGE 1w VF_ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION JJ�NOTICE Inspection Type: % i� � C o `� �'1 �L vim' Y Job Address: Permit Number: v% 0 01t� ❑ No one available for inspection: Time I 4 -k -A-/ AM/PM Re -Inspection required: Yes No When corrections/have been made, call for re-insp `ti at 303-234-5933 7 Date: f� I Inspector: f` DO NOT REMOVE MIS NOTICE A City of Wheat Ridge Residential Plumbing PERMIT - 201700646 PERMIT NO: 201700646 ISSUED: 05/10/2017 JOB ADDRESS: 9380 W 49th AVE 107 EXPIRES: 05/10/2018 JOB DESCRIPTION: Remove & install new tub and shower valve *** CONTACTS *** OWNER (303)425-7037 MENZLES ADA J SUB (303)758-8910 Christopher Meier 020586 Cady Plumbing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,000.00 FEES Total Valuation 0.00 Use Tax 18.00 Permit Fee 43.50 ** TOTAL ** 61.50 `{(/t n`� 14� n 6 *** 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. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. 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 perm1t. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief B iu lding Official %J Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of th a, t cion. Please put the address of the inspection in the subject line. Tl�ou RECORD -A�tA °'J �`�1 � INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. 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 Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service Plumbing City of Wheat Riane 85/19/2017 11:22 CDBB Remove tti install new CDB014634 AMOUNT BPSP 9388 W 49th AVE 187 61.58 APDL/PERMIT NO: 201700646 Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing City of Wheat Riane 85/19/2017 11:22 CDBB Remove tti install new CDB014634 AMOUNT BPSP 9388 W 49th AVE 187 61.58 APDL/PERMIT NO: 201700646 Mid -Roof Floodplain Inspection (if applicable) Lath / Wall Tie Fire Inspection / Fire Protection Dist. Rough Electric Final Electrical Rough Plumbing/Gas Line Rough Mechanical Rough Framing Final Mechanical Rough Grading Roof Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials PAYMENT RECEIVER AMOUNT VS / 8831 61.58 RUTH CGDE: 071986 Inspections froi TOTAL 61.50 one week in adi--------------------__--__-______.-- inspections call inspections call 3U3-235-2851. For fire inspections contact the Fire Protection District for your project. Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical 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. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window — Please email insptimerequest@ci.wheatridge.co.us by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather May.10.2017 09:00 AM ('iiy of p'wheat1.Ni C.t)MMl1Nl`fY 1)I;VI;t.OPMf':N 1 Building & Inspection Services Division 7500 W. 29"Ave., Wheat Ridge, CU 80033 Office: 303-235-2855 • Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits0ci.wheatridae co us PAGE. 1/ 3 FOR OFFICE USE ONLY Data; 10'o Plen/Pmrmlt # Plan ROVIew Fee; Building Permit Application Planes complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "• Property Address: _"l � 10 6fj'e :01 /0 r% CJ I A )act-- V)_I Owner Property Owner Email: Mailing Address: (if different than property address) s: City, state, zip: Are hitect/EngInear E-mail: Phone: Phone: Contractor: Contractors City License M D 0_ , x( U Phone: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City Llcense # 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 N May.10.2017 09:01 AM PAGE ❑ COMMERCIAL B RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION BRESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR ui REPLACMENT - ELECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a doUlled description of work to be performed, Including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc,) Sq. Ft,ILF Amps Btu's Gallons, Squares Other Project Value: (Contract value or the cost of &,materials and labor Included In the entire project) g J j�O 60 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application arc accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record: that all measurements shown and allegations made are neeurate; that 1 have road and agree to abide by all conditions printed on this application and (lint I assume full responsibility for compliance wish applicable City of Wliont Ridge codes acid ordinances for work under any permit issued bored on this application; that 1 Eim the legal owner or have been suthorizod by the legal owner of the property to perform the described work and am also authorized by the legal owner of any ontity included on this application to list that onlity on this application, 1, the applicant for this building pennit application, warrant the trttthlhhtoss of the inibnnotion provided on the application, CIRCLE ONE, (OWNER) (CONTRACTOR) ge (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic. Signature (first and last name)! ZONING COMMMPNTB; Reviewer: BUILDING DEPARTMENT COMMENTS; Reviewer, DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION; Building Division Valuation: $ 2/ ACORa /T / AC� CERTIFICATE OF LIABILITY INSURANCE , II DATE (MMDD/YYYY) 5/10/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Samantha Beaudette NAME: Insurance Centers of America Inc PHONE (719) 528-5400 aC No: (719)528-1564 E-MAIL ADDRESS: samantha@icainsurance.com 2055 Anglo Drive Suite 200 INSURERS AFFORDING COVERAGE NAIC # EACH OCCURRENCE $ 1,000,000 INSURERAAmerican Builders Insurance Company Colorado Springs CO 80918 INSURED INSURER B INSURERC: PortiCo Development, Inc. INSURERD: 12765 E. 30th Ave. INSURER E: AUTOMOBILE INSURERF: Aurora CO 80011 COVERAGES CERTIFICATE NUMBER:17 -18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DDIYYYYJ POLICY EXP JMMIDD/YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GLP-0154262-03 5/5/2017 5/5/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO ❑ LOC JECT OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OPAGG $ 2,000,000 Contingent Earth Movement $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCTOS HEDULED AUTOS AU HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident $ EABOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L. OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A PER OTH- STATUTE ER EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) (;tK I I1 -11;A I t MULUtK (;AN(;tLLA I IUN contractors@ci.wheatridge. City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80033 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE S Beaudette/SAMANT ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 r;,ni4n11 ql1 -1' ' � aINSPECTION RECORD Occupancy/Typ v Comments INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. 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 yo Not your Concrete Prior 10 ADDroval Of The Above Insnectinns Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing 111111111 IM 0 relwor -mil iT- •c0=1 "11 :71:i*.11 Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof inspections call CH014315 Pa 100! inspections call e PES 3LA 49th AVE 107 E t . m contact the Fire I APPrIL/pERHIT K. 2201770021655 Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building Date Inspector Initials City of Whe.at Riche __....._"/2i,-2 7 134.84.�ii�G Inspections froi one week in adN Remove existing afic inspections call CH014315 Pa 100! inspections call e PES 3LA 49th AVE 107 E t . m contact the Fire I APPrIL/pERHIT K. 2201770021655 PAYMENT RECEIVED AKU�ff V, r` ? ®i. cru AUH DUE: K7666 7TH E.5 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. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insl)timerequest(a-)-ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. •r • Feb.21.2017 12:58 PM City Wheat . -,dgc: CQMMUNI`tY I, EY171,01'MINT Building & Inspection Services Division 7500 W. 20' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: aermit$0ci.wheatrldce,co.us PAGE. 4/ 6 i FOR OFFICE USE ONLY Pl•NPeonit # Plan Review Fee: I" Please complete all highlighted areas on both tides of this form. Incomplete applications may not be processed. "0 71 Property Address: �30L) '�`t ( —,6ye, � /0 Property Owner (please print):% V t t' (/\. l'� Phone:,_-��""' IA25 3037 Property Owner Email l,tl 4rnkl Mailing Address: (if different than property address) Address: (.I 'At City, State, Zip, Architect/Engineer E-mail., Contractor: I Contractors City License #: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Other City Licensed Sub: City License # Mechanical: WA. City License # Complete all information on BOTH sides of this form Feb.21.2017 12:55 PM PAGE. 5/ ❑ COMMERCIAL ❑ RESIDENTIAL DasodRilan of work: (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT LUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a g9JWW descriptlon of work to be performed, Including curre t use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size arid efficiency, type and amount of materials to be used, etc.) 17l6mc� C> - -t-- 111Ak (. tie L'� .dub Sq. Ft./LF Btu's Amps Squares Gallons Other Prosect Value: (Contract value or the cost of WLmaleriale and labor Included in the •more project) S'cwn OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pormit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, oasoments or restrictiune of rx:urd; dial all n►caaur nietkit, shown and allegations made are accurate, that I have road and agree to abide by all conditions printed on this application mid that I assume full responsibility for compliance with applicable City of Wheat Ridge codes writ ordinanoos 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 ondty on this application, I, the applicant for this building ponnit applicbtion, warrant the truthhulness of the inrormatimn provided on the a licati CIRCLE ONE: (OWNER) (CUNT 'TU T U LD PREb'BN%AT%VE) of (OWNER) (CONTRACTOR) EkdrosiS Sitra1Wft (tirst and last me), �' DATE: DEPARTMENT USE ONLY ZONING COMMMONTS; OCCUPANCY CtA66 FICATION: Revlewsr: BUILDING DEPARTMENT COMMENTS; Revlewer i i'. i, Building Division Valuation: AV -'T "'M Millit'-s Inspections will not be perfornted unless this card is posted on the project site. Call the inspection request line before 1159 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation inspections Monolithic Stab Rainfixte ant i Concrete Encased Ground (CEG) .................... Rouga iiaol ItlaP t to Rough Plumbing ough Framl lip-lil'i'l I loll ill 111111 1 1 I'iillillilill, Final Inspections $♦ a r Initials 12 WE MEN I Final Plumbing Roof MUME, I Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept, inspections call 303-235-2861. For fire inspections Fire Inspection Fire Protection Dist. contact the Fire Protection District for your project. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Y�4145W-Vg--.-.►t Building Permit Application +k . . # : « .. # i.. ;. . # .::. . # is # • . # # # i * " # ,# # : • : # # , #. # .,. - # 9380 W 49th Ave #111 Heather Rozewski 720-346-1527 # +#� t' + ♦ tt^ tt Address, 9380 W 49th Ave #111 it Ridge, 80033 # #ChampionWindows 20146 Phone: 303-375-0745 # 1 !: ...., . •. t # t A ! Electrical: Plumbing: Mechanical: WR City License # W.R. City license # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # informationComplete all t M'' � 's • s ,.ss NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ROOFINGNEW RESIDENTIAL STRUCTURE COMMERCIAL COMMERCIAL ADDITION RESIDENTIALROOFING ADDITIONRESDENTIAL WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE .+- shed, deck, STRUCTURERESIDENTIAL ACCESSORY +* shed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR PLUMBING SYSTEM/APPLIANCE ELECTRICAL SYSTEM/APPLIANCE Sq. FtJLF Btu's Gallons Amps Squares Other $1721.00 !t 1 ! ' k 3 N k♦ N k k Y. k f: 4.. k a INN or ha been authorized by the legal owner of the property to perforot the described work and am also authorized by the legal owner of any entity included + k. on on kl: for this buildingapplication, truthfolness of the information (first ai 'W` w understand acknowledgeN , legal slgnature Building Division Valuation: ON D OR OFFICE USE ONLY City f Date:�y.6 at I?. COMMUNiTy DEVELOPMENT lawp lick i Building & Inspection Services Division 7500 Wt 2e Ave., Wheat Ridge, CO0 flan Review Office: 303-235-2855 * Fax. 3013-237-8929 Inspection Line: 303-234-5933 Email:erns is ci,vrheetrld e.co.us Building er it Application Property Address: q- 3 L Property Owner Email: r"r/ " r_ ----x r Mailing � Address: (if different then property address) Contractors City License Phone: Contractor E-mail �z Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # Wk City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH skies of this form 0 NEW?#?2°»^©`STRUCTURE $ ELECTRICAL SERVICE , RADE ■ N RESIDENTIAL� STRUCTURE ■ COMMERCIAL ROOFING l $ »O MER E ADDITION kRESIDENTIAL ROOFING $ RESDE TIALAD \:#\ ■ WINDOW REPLACEMENT @ COMMERCIAL » < STRUCTURE «&w,-<®* deck, \2 ■ RESIDENTIAL ACCESSORY » / y ?R EG rag e deck, etc.) $ MECHANICAL SYSTEM/APPLIANCE ? \?: or�.� REPLACEMENT shed, : PLUMBING SYSTEM/APPLIANCE\REPAIR IR orRE /© . ELECTRICAL \\'y§ /CE -...•:Ro REPLACEMENT $ OTHER De,, [m7 $ to be etc.) �w � � �...�.�y. Sq, FtJU . <� \ y &Q\ �°/ /2d<\Gallons?« �s " City of agate. CC MMMUNn-y DEVELOPMENT PaanlPennat # I t� ' '/___ Building & Insertion Services Division 7500 W.2e Ave., Whet Ridge, CO 80033 � Office: 303-235-2855 * Fax: 303-237-8929 Plan Review Fee r . Inspection Line 303.234-5933 Building it Application Property Address; C al-(q-�'o ..: Address: City, State; Arch tectl ngin r E-mail: Phone.- .-w . $w Contractors City License #. � Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # Wk City License # W.R. City License # Other City Licensed Sub: tither City Licensed Sub: City License # City License Complete all information on BOTH sides of this form w N Y6 i ♦. Pd1n i M s.� ' yM� d d d # IMM ♦ • ! d • � ilM. ! d ■ • d! pM d 4 A d � XM K d a w d d E! !. iM •. d M) � Y it d �ount of materials to be used, etc* Sq. Ft. LF Stu"s Gallons Amps Squares Other C4 of ]�qrWh6atPskqge CITY Of WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 pa 301235.2855,f 303.237.8929 A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processecl� A &2 at am Name of Firm/Individual submitting documents: c. Project Type/Description: 5 "A'-Ck t I ISEM33MUM am a duly authorized representative of the agency indicated below and do, by, my'signa' below, hereby acknowledge receipt of documents necessary for review and approval of project indicated above. AgeDgy [opf9selit9d; (Please check one) * Wheat Ridge Fire Protection o Wheat Ridge Sanitation District * Arvada Fire Protection o Clear Creek Sanitation District * Wheat Ridge Water District o Fruitdale Sanitation District * Consolidated Mutual Water District o Westridge Sanitation District * Valley Water District * Denver Water o Other Agency Notes: Signature: Date: (Agency Representative) MOZER-RENN MozE-R-RENN STRUCTURAL SERVICE, INC. 6000 E. EvAm AVE, BLDG. I STE021 DENVER, CO 80222 Phone. 303-7594200 ax,, 303-484-8988 STRUCTURAL SERME, INC, March 28, 2016 Ms. Sherryn Hensley, Code Consultants International c/o City of Wheat Ridge Building and Inspection Services Denver 7500 W. 29th Ave., 2nd Floor Wheat Ridge, CO 80033 RE: Response to Plan Review Comments for 9240, 9340 & 9380 W, 4911 Ave. Deck & Stair Replacement (Le Marquis Condominiums) Review Reference No. 201600270, MR Job #0802CI6 Dear Ms. Hensley, As structural Engineer of Record for the exterior deck and stairwell replacements at 9240, 9340 & 9380 W. 49th Ave. in Wheat Ridge (the Le Marquis Condominiums), the following responses are submitted to address the March 4, 2016 Building Code Analysis received from Code Consultants International regarding the project. Items listed in the plan review are provided below for reference, with written responses given below in bold font. S-1 A wind load of 105 mph, Exposure C is required. Correct this note in the plans or provide a starnped engineer's letter, Structural design for the deck and stairweD was re -visited, and due to the small projected areas of each of these structures the increase to Exposure C does not significantly increase size of members or their connections. B-1 Balusters, are not to allow the passage of a 4"dianteter sphere. Typical handrail detail on Sheet ALO shows 13/8" square balusters at 5 '/;'. As discussed during our phone conversation, field adjustment to assure, no passage of a 4" diameter sphere will be addressed by the Contractor. Please contact Mozer-Renn Structural Service, Inc. with any further questions pertaining to the structural engineering design. I Sincerest Thanks, MOZER-RENN SERVICE, INC. M www.MRstructural.com m I N T E R N A T 1 0 N A L 3190& Wadsworth Blvd., Suite 220, Lakewood, CO 80227 303.973.7766 Fax 303.973.7766 www.buildingcci.com Project 9240, 9340, 9380 W. 49th Ave. *201600270 L T. �- , 1, 2012 International Building Code 2012 International Mechanical Code 2012 International Plumbing Code -"at LOALICP�. 2014 National Electrical Code Standards listed above. WORIAHUNIM Code Consuftards Mternational - Copyright 2015, City of Wheat ROgo, 9240,9340,9380 W 49th Avenue Page 2 of 8 Code Consultants Intemationzil - Copyright 2015, City of Wheat Ridge, 4240,9340,9380 W 49th Avenue Page 8 of 8 Code Consuftants oruefnafirinal - Copyright 2095.,City of Wheat Ridge, 9240,9340,9380 W 49th Avenue Page 4 of 9 ldmmm= PROPOSED AREA: Existing, no change Code Consultants InternafionM - Copyright 2015, City of Wheat Ridge, 9240,9340,9380 W 49th Avenue Page 5 of 8 T his section does not app�. T he project is for the replacement of exterior steps. N o information regarding the interior of the building is provided. Code Consultants Internatotnal - Copyright 2015, City of Meat Ridge, 9240,9340,9380 W 49th Avenue Page 6 of 8 STRUCTURAL COMMENTS Item* Sheet* S-1 Cover A wind load of 105 mph, Exposure C is required, Correct this note on the plans or provide a stamped engineer's letter, Code Consultants International - Copyngtn 2015. City of Wheat Fudge, 9240,9340,9380 W 49th Avenue Page 7 of 8 BUILDING COMMENTS Item Sheet B-1 A-9 Balusters are not to allow the passage of a 41' diameter sphere, Code Consultants Intemalional • Copyright 2015, City of Wwat Ridge, 9240,9340,9380 W 49th Avenue Page 8 of 8 GENERAL ARCHITECTURAL NOTES -EXTERIOR STAIRWAYS IN GROUP R-2 OCCUPANCY STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36" (OCCUPANT LOAD LESS THAN 50). THIS SHALL BE MEASURED FROM FACE OF HANDRAIL TO HANDRAIL. HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING. STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4" MINIMUM. STAIR TREAD DEPTHS SHALL BE 11" MINIMUM. THE RISER HEIGHT SHALL BE I MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375" IN ANY FLIGHT OF STAIRS. WHERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC WAY, WALKWAY OR DRIVEWAY HAVING AN ESTABLISHED GRADE AND SERVING AS A LANDING, THE BOTTOM OR TOP RISER IS PERMITTED TO BE REDUCED ALONG THE SLOPE TO LESS THAN 4" IN HEIGHT, WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL OF STAIRWAY WIDTH. THE NOSINGS OR LEADING EDGES OF TREAD AT SUCH NON-UNIFORM HEIGHT RISERS SHALL HAVE A DISTINCTNE MARKING STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKING PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIR AND SHALL HAVE ASLIP-RESISTANT SURFACE. MARKING STRIPES SHALL HAVE A WIDTH OF AT LEAST 1" BUT NOT MORE THAN 2". THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5" AND BEVELING OF NOSING SHALL NOT EXCEED 0.5". THE NOSINGS OF TREAD SHALL PROJECT NO MORE THAN 1.25" BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. THE STAIRWAY WALKING SURFACE OF TREADS AND LANDINGS SHALL NOT BE SLOPED STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2% SLOPE) IN ANY DIRECTION. STAIRWAY TREADS AND LANDINGS SHALL HAVE A SOLID SURFACE, OUTDOOR STAIRWAYS AND OUTDOOR APPROACHES TO STAIRWAYS SHALL BE dESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE (EXCEPT WHERE HANDRAILS ON BOTH SIDES WOULD PREVENT 36" WIDTH CLEARANCE) ANS SHALL BE AT A HEIGHT MEASURED ABOVE STAIR TREAD NOSINGS OF NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR EQUIVALENT. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25` WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01" HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 4x4 POSTS @ 6' MAX. TREX GUARDRAIL RE: DETAIL 2/A1.0 -- AND SECTION 1/S1.0 HANDRAIL EXTENSION L tV M CD tV NEW CONCRETE SIDEWALK WHERE NEEDED & FEASIBLE h HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. AT ji, C:Dl: HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE k AYS WHIlxt. HANDRAIL$ , EXTEND HORIZONTALLY . LEAST BEYOND i• RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. rriI DE CLEAR SPACEOF A HANDRAIL AND ♦ WALL OF OTHER SURFACE. GUARDS BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS, rLANDINGS THAT ARE ! r r MORE 30" :i !i" OR GRADE BELOW. •'rS SHALL FOR PROTECTIVE PASS.BARRIER NOT LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE, OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM A HEIGHT OF 34" TO 42" ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8" IN DIAMETER SHALL NOT TRIANGULAR A♦r !' it r BY THE RISER, P a i AND BOTTOM RAIL AT OPEN r OF ♦ STAIRWAY SHALLOF . MAXIMUM SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING. 11" INLn. cn 100 2 X 6 TREX CONTINUOUS STRINGER, RE: STRUCT'L CONCRETE PIERS, RE: STRUCT'L 1 TYPICAL STAIR DETAIL 1.0 1/211=11.011 HANDRAIL, 1-3/811-1-1/2" ROUND OR RECT., MAX. 6.25" PERIMETER DIM. 1-3/8 X 1-3/8 BALUSTERS @ 5-3/8" Q.C. 4 X 4 POST @ 6' OC RE STRUC C1C \U- � 0 ly8�� a W 0 Go M M HANDRAIL DETAIL u z d Z c� 0 o W CC 0 E— z 0 ce. W �c . ri i rrir r •rir i i �r � i r !'r 1 ;, r, r ! ' " r ♦r r i •, it rrir r ! ♦ rri r rrir r i" ` i :'♦ ! 1 " • i i ! , , i • ! r i ! a ! • i • r i r , r !•i ` •'i' ! i 1 it ! `` !� r i• i r i' ! i 1 i ' : r a r r r : i ' r ♦ ♦ •rri•• rr it i r i !10 ! : ` '` i ' r! ! ♦ r r ♦ a rri r ' ! i i ! rr ! r ♦ err ! i•♦ ,• • i• i r a i• r •. ! ! ! r � r r • r i ! ' i s ! r� r rir r i i A r rrr r ! r: r ' ` i '• ! ! r ri ri r i t r r i r r r•' !" 1 ! r r,r �. i t r DO ! r i it i ... .; •! ! ! ` ! i ! i i r !, rr r ♦ r r .,� � . . .� ! "'r ♦ � r•a r ri r , r ® ♦ r ri i !! !! ♦ r i ` r i r i ! r i r !. . • . ' r r .1 ' i i r ' ♦ !" ! `' : ! i ♦ ! • .! r • it a �, r �• r i ♦ i r♦ r r r r � , i a r♦ r r ! r• r ` i ` ! ': r' ♦ � r • r ! • ! r • !• it • r r ♦ .r r i it '`r i ' ! ♦ • ! ! • r • .♦ • r . � . • ! ! ! i' i ! r i ♦ :' ` !' '� r i r • r • i ! • i ♦ � i r r r !• r A r r rr it i ` i i •1 i4W 01 id id Wil N4 LW6 •r • ♦ : r !U 4 r • r . ! r • ! # r r r r . r a r ! r r r r ♦ r• r �� r � ,, r !: i r •• � ! r , !r ri r !• { i t r,• r r r r i i r : r r r r i i f 11;: ; { r�� • • ' * r : '` : ` it r i rri• r ••! i ! r: ! !" ! r i rrir r i! r • ! ! r , r i. i r r a r ♦ i ! i♦rrj ! ! r' ! �" W. 9th Avemue SCALE: 1/32"=1'-0" PLAN NORTH 71 STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-rens@MRstructural.com L RAD' *10 C' •• N • 0802Cl,',J- 0 /a - 2015 ,it-icale: As Notel.-i heet Title: GENERAL NOTES & SITE PLAN heet No. TREATED 2x8 LEDGER AS IN 5/S3 PLUS 2 LEDGERLOK @ 8" C -C AT EDGE BEAMS . 00 HU28-2 HANGER N EA. END, 00011% TYP. TREATED 2x4 @ 12" Q.C. ---' w1 H (EX) 8" CONC. RETAINING WALL AROUND BELOW -GRADE PATIO LANDING FRAMING AS AT 2nd FLR. ANGLES TO EDGE BEAMS r }---- TREATED 2x4 @ 12" O.C. LANDING JOISTS W/ LUS24 EA. END i 2x8 EDGE JOISTS TREATED 2x INTERMEDIATE STRINGERS @ 12 O.C. W/ 2-00 TO EDGE BEAMS SWITC H BAC K STAI RS 2nd FLOOR & LANDING FRAMING PLAN SCALE: 1/4"=1'-0" (EX) EXTERIOR STUD WALLS ON CONC. FOUNDATIONS TREATED 2x8 LEDGER AS AT 2nd FLOOR _(�X) CONC. 0 2 S3 ko Z 2 R+y Cj+RC,ojF`� pO,S. S1 �O00, 'L9 31_11 6'-5y2" MIN. 31_7" STAIR STRINGERS AS NOTED AT 2nd FLR. STAIR FRAMING PLAN 131.7211 MIT, LONGER IF ADD'L. RISER IS REQ'D. HANDRAIL, RE: SHEET Al FASTEN STRINGER BASE TO (EX) CONC. WALL SIM. SEC. 1/S3 (2) #5 x3'-4 DOWELS W/ 5Y" MIN. EMBED IN DRILLED HOLES W/ HILTI HIT 200 OR EQUIVALENT INJECTED ADHESIVE (EX) 8" CONC. RETAINING WALL 811x18" MIN. DEEP CONC. CURB AS IN SEC. 1/S3 1 SECTION PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM SWITCH BACK STAIRS. ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BLED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ONSHEET Al. 1st FLOOR & FOUNDATION PLAN 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. SCALE: 1/4"V-011 3 DESIGN AM WITH DISCREPANCIES. CTOR TO FIELD VERIFY TING (EX) CONDITIONS. CONTACT 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. p 6. PROVIDE TREE (OR APPROVED EQUIVALENT TRADITIONAL RAISINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONRL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION• TREATED 2x8 LEDGER, RE: SEC. 5/S3 ASSUMED (EX) 2x RIMBOARD, F.V.CONDITION TREATED (2) 2x8 W/ L50 TO LEDGER & EDGE BEAM --- �a TREATED 2x4 @ 12" DECK JOISTS W/ LUS4 EACH END 4x4 COL. HANG 3x STRINGER FROM COL. AS SHOWN ABV. ABA44Z COL. BASE W/ l" DIA. x10" HOOKED ANCHOR BOLT CONC. SIDEWALK, REMOVE 8t REPLACE AS NEEDED 89'-0 a~. 0 (2) #5 VERT. W/ 10" TOP HOOKS Com` a� tj 31_ 0 3x10 MIN. TREATED STRINGERS W/ LS70 ANGLES TO EDGE BEAM & RAILING ATTACHED TO IT PER DETAIL 4/S3 TYP. LEDGER TO CONDO, RE: SEC. 5/S3 (2) 2x$ - TREATED DOUBLE 2x8 LEDGERJOUTLOOKER, FASTEN TO (EX) WALL PER SEC. 1/S1 INVERTED HUS28-2 TREATED, NOTCHED 2x INTERMEDIATED STRINGERS @ 12"t W/ 2-00 TO EDGE BEAM _T-.tT_ w MOM A__ 31.37411 1 S3 mawsmuzu= 1 r 004 .ki Lemmilr. IV*] ONEmSTORY STAIR/DECK: FOUNDATION & FRAMING PLAN SCALE: 1/4" V-0" (EX) CONDO FLR. FRAMING & EXTERIOR WALL - �i l r iii i i i BEHINDFLASHING r OVER e 3' SCREWS ASSUMED CONT. tn SHEATHING & SIDING ON EXTERIOR WALL. REMOVE (EX) 6000 cn DOORWAY � DENVER, CO 80222 303-759-2200 no nmozer-renn@MRstructural.com p\..0 RADO UJ r-1 � EN COQ � (CO cn g AAJ LL r r � Z 2 C)m S1 0 S3 moo U Com` a� tj 31_ 0 3x10 MIN. TREATED STRINGERS W/ LS70 ANGLES TO EDGE BEAM & RAILING ATTACHED TO IT PER DETAIL 4/S3 TYP. LEDGER TO CONDO, RE: SEC. 5/S3 (2) 2x$ - TREATED DOUBLE 2x8 LEDGERJOUTLOOKER, FASTEN TO (EX) WALL PER SEC. 1/S1 INVERTED HUS28-2 TREATED, NOTCHED 2x INTERMEDIATED STRINGERS @ 12"t W/ 2-00 TO EDGE BEAM _T-.tT_ w MOM A__ 31.37411 1 S3 mawsmuzu= 1 r 004 .ki Lemmilr. IV*] ONEmSTORY STAIR/DECK: FOUNDATION & FRAMING PLAN SCALE: 1/4" V-0" (EX) CONDO FLR. FRAMING & EXTERIOR WALL - �i l r iii i i i BEHINDFLASHING r OVER e 3' SCREWS ASSUMED CONT. MOZER-RENN SHEATHING & SIDING ON EXTERIOR WALL. REMOVE SIDING AT LEDGERS 6000 FLASHING BEHIND SIDING SUITE #1-021 & OVER LEDGER DENVER, CO 80222 TYPICAL DECKING, RE: PLAN NOTES TREATED 2x4 DECK JOISTS BOTTOM REYOND TREATED (2) 2x8 OUTLOOKER/LEDGER RE: ABV. FOR FASTENING LAYOUT TO (EX) RIMBOARD (EX) FOUNDATION WALL .......,...,` . _�-: r DE •-- ..... ..` /72 SECTION ,***% si 3/411 = 1 1-011 13 MOZER-RENN STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructural.com p\..0 RADO � EN COQ � (CO � Q C)m 0 00 moo U V) rtl 4=J CD Ntr11*4 C�1 Job-- No: 080X1 5 ate: Nov. 30, 2015 Cale: As Noted heet Title: STAIRWELL FRAMING & FOUNDATION PLANS h eet No. 4 c c r F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com L70 ANGLES TREATED (2) 2x8 I O TO LEDGER �-yt`G J�`�� (2) 2x8 EDGE JOISTS GOA' HANGERS TO i TREATED 2x8 LEDGER 5 1 c S3 ch Acr TREATED V ID L 2x6 @ 16".j CD uj r MAX. DECK JOISTS 8 cr) ASSUMED LUS26 pAEACH END ND CANTILEVERED ,Q 0<_ENDS rw OF JOISTS x CUT OFF AT DECK T4rfu ASSUMED EX FLOOR JOISTS, F.V. 1 F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com �'�• TREATED (2) 2x8 I O �-yt`G J�`�� HUC28-2 GOA' HANGERS TO i COLUMNS F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com 0 00 ob No: 0802C1 ate Nov. 30, 2015 tale: As Note heet Title: DECK FOUNDATION FRAMING PLANS heet No. S2 1 4=J 1 i mc: 1 c ch t fu V ID can 1 CD 0 cr) (1) OZ c:) 006 T4rfu • 1 1 V) _ • 0 00 ob No: 0802C1 ate Nov. 30, 2015 tale: As Note heet Title: DECK FOUNDATION FRAMING PLANS heet No. S2 EXIST. CO FRAMING EXTERIOR 5 U EXTEND TREX BOAR[ OVER LEDGER E % 2x TREATED LEDGER/STRINGER A STAIR 5 WITH /4t1 Xe WOOD SCREWS AT E WALL STUD. SEAL PENETRATIONS INTC EXIST. WALL FINISH. TREATED 3x INSIDE STRIN( WITH GAP FROM EXIST. W, EXCEPT AT STAIR 5 DETAILED AB( TREATED, I INTER STRINGERS Cc OUTLINE OF TREX RAILING BEYOND, RE: SHEET A1.0 FOR DIMENSIONS A24 ANGLE BEYOND WITH 1/2If x 2" SCREW TO STRINGER & Y2 fix 3%11 TITEN HD CONCRETE SCREW TO CURB 811 CONC. CURB WITH (2) #4 CONT. TOP & BOTTOM AND #4 VERT. @ 161, O.C. 4 SECTION 53 3/411=11_0,1 TREX ANCHORED RAILING OR TREATED 4x4 POSTS @ 6' MAX. SPACING ANCHOR RAILING POSTS TO STRINGER SIMILAR TO 6ONNECTION TO EDGE SEAM IN SECTION 1/S1.0 x12 TREATED STRINGER. EFER TO PLAN NOTES FOR 0ERNATE STRINGER PECIFICATIONS P f -J P1I1VLL M I CM%..n CND OF EACH 2x6 BOARD HANDRAIL BEYOND, RE: DETAIL 2/A1.0 TREX STAIR TREADS, RE: ARCHIL SECTION 1/A1.0 FOR DIMENSIONS TREX BOARD TREADS OUTLINE OF OUTSIDE STRINGER BEYOND, BEAR ON CONCRETE PIER TREATED, NOTCHED 2x INTERMEDIATE STRINGER SEON 3/411-11,011 /411- ij 1 011 .J _ TREATED STRINGERS WITH LS70 OR 2-1-30 FRAMING ANGLES TO HEADERS TREATED 4x4 LANDING COLUMN, RE: PLAN FOR LOCATIONS 2x6 LANE W/ LL 1.5 SECTION \,S3 00� 3/4 Oil DOUBLE 2x STAIR HEADER WITH HUC HANGER TO FACE OF 4x4 COLUMN, RE: PLAN FOR SIZE ABA44 ADJUSTABLE POST BASE WITH Y 1t x 10" HOOKED ANCHOR BOLT IN PIER 1011 (OR 1211 WHERE NOTED ON PLAN) CONCRETE PIER WITH (3) #4 VERT. & #3 M CIRCULAR CLOSED a TIESW/ 2 @ 6t1 AT TOP u OF PIER & 16" MAXIMUM, RE: DETAIL BELOW #3 CLOSED TIES (3) #4 VERT. I I I_I I I I I I I I I 2 SECTION 6 NOMINAL TREX ►ARD LANDING 'CKING FLASHING AS IN SEC. 2/S1 EATED 2x8 MIN. LANDING )GER WITH (2) 1/411 x 4%'1 WOOD SCREWS? TO EACH LLL STUD ►T. CONDO UNIT :RIOR STUD WALL CONT. TREX 1x4 AT TOP OF DESK RAILINGS 4x4 NOMINAL TREX RAILING POSTS, OR ALTERNATIVELY TREATED 4x4, AT 61 MAXIMUM SPACING, ANCHORED TO EDGE BEAMS WITH A MINIMUM OF (2) Y2'1 DIA. CARRIAGE BOLTS TOP AND BOTTOM SPACED AS SHOWN J (,/I 11.11-011 4x4 RAILING POST FASTENED 2" EA,a TO (EX) BLDG. WALL AS IN SEC. END 6/S3, ROUTT HOLE AS NEEDED 311 a AT LEDGER CONNECTION ------_ -. Tom. RAILING POST CONNECTION TO EXIST. CONDO EXTERIOR WALLS IS Y4" SCREWS @ 12" MAX. PENETRATING A MINIMUM OF j" WALL SHEATHING TREX RAILING, RE: DETAIL 1/A1.0 FOR DIMENSIONS EXISTING STUD CONDO WALL WITH ASSUMED SHEATHING AND FINISH MATERIAL SINGLE SCREW CONNECTION AT TOP AND BOTTOM OF BALUSTERS STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructural.com 2x STRINGER FASTENED TO ob No: 0802C1 ��� ���` ✓�~ ^ -� ��"�} �' ;�~ • �y ' yi y • O BLDG. WALL AS IN SEC. 4/S3 ate: Nov. 30,0 201 • y y • �! it 04 0 tale: As Nate (2) 2x8 MIN. EDGE BEAM OUTLINE OF ASSUMED ---- RIMBOARD OF BLDG., F.V. 2x10 BEAM W/ HU28 HANGER, FACE OF BLDG. - COPE BOT. AS NEEDED TREATED 2x8 MIN. LEDGER W/ LEDGERLOK SCREWS TO RIMBOARD, SPACED AS SHOWN & AT 1611 MAX. 3 SECTION 1\153 11 1- /4 11 -1 0 �heet Title: eet No. SECTIONS S3 EverUuard- TPO/ Overview AppdM General pM Apt a.. t Length C -Year) Guaranteei Spechd Conditiows CAF Catified Conttutor' ra t, Refer to www.pf.com for a complete list of Produa Data Sheets and Chemical °` .. rate G -.. 11 � R F Fmoded in 1 p has grown to becoor North Anxiias largea manufacturer of conimercial and mdential ° ProloWanal ang contractors have long pzdmW the, rugged, dependAk cn M as that only a GAF roof can offer„ and have nu& it the #I-sdting laxid in North c, Our succm in growing the congutny to neady 3 billion in sales Itz been bisal on our unique pinkmoy of helping our etwoms, For cars and ifistributors: Helping to build your busines and :ai oof I osles For "" owuxs It wchttecM 11 nittag to . re your bestand safe dioice in r("ng T IS IN THS MANM? Thu Marmat coneams the feftwing sectiorm Gan RtxI Iks.4gn DffAgn & Applicationas de6ir c idly Aftwhed ig .S1W Ronfing DeWls No one offers a r range of reffable, proven, coa- diective roofing SWOOMM Pywwr * EverGuard* Freedom- TPO Stif-Adhering Roofing Systems * RW*roWSRS and APP WOW , Systems * ROOFMa"- SBS and APP Mentbranes in select Colors Fiberglam Wk -up Roofing SyMenus aPCOATO Liquid-ApptW Membrane Roofing Systems Roofing Sj*an TruSlae .- affordable Genuine l* Roofing S.)slan t Sounz,2010 Fmkwia GsWiPVady and, to the best of GAFs laimWW, dm not fiftige upw any pawnu, fotdgn or dm-.--sttc, die Mfo(Tnam chanp U) its lxWucts ly ton-ves the riolt of dw inkmation, �)nWned lvrdn, Ms I , manuals, GAF is Ywr Best and S*# fJxw! ,with GAF at WW341 1, "MOV, posibutift,& or pvtectiom aidmugb A may be cancelledw4sequeridy by GAF for violation of its krots and conditions, . For both spleoI the top layer rarest be a ower board, a fol a. hjgh =ty mott fibutuad b. DmisfkcV Roof ROW cl l lr Mar d. DemDecka DuraGuard Roof Board e. SFCLTROCKO Roof Board Uhgh tvlyLso g. Blue Ridge SUWodcV irr itsrrsr, buildnip grow than 100' orf in l ght mxkq haw a minfintun 3' (ft1 in) paraliet wall to be eligible for an evwnded-lmg(hPledge— 2- €ar 0 guarantee, standaril M) membranes guarmteedfor 25 years are efigihk for the eliRr O Guarantee xWmFor more infomiatimwisit www.gaf,coffL length guarantees, air ropuirA as bill With installations with openings in the wall that ea of totalthe wall am th inslattafiorts at 1w (3 taxi wide or greater metuhnines widt side lap mochamcal attachment that ea 6" t130 o t [For 10' 3 red rude sheels, the, retfairements for an air tobtalff dependentam upon building height fastener ity. Contact Durr local CAF Field Sertices Manager for air n aria requiventent&I ROe(FhWahW 1. For Ewr(ozodO counter flashing or cap flashing is risq*4 exposed twwrinWination bars, not acceptable. `C t. for Fvercuve extendedrIength guarantees, use FMrGmud* TPO Cow Tape Heat W& Ihis isa hybrid cover tape onnsisti a of .045 retalmood TPO membrane with F (76 mm) butyl tape on haff of the ha& Surfact 2. Godvanizeit-twised mistal edging is not acceptable for Cover Tape after primmilboth the HICIAl Old the TPO I for guarantee lengtin up to 15 years. '1for EverGmuds' extended-leno guarantees, regarthess, of the metubmue type, EverGuarit Extreme flashing accemMmes are toe will mA be issued to cover less than the entire of a single le budding, n# be Imed Im! the F from on: rWW S"VkMMAft2WOrOk*dW anysurface or deck, nor covered in this Manual a cold storage building, urdess a ventilated plenum bobles die d Amp area froraa the roofing system and substrate * on storage silos, heated tar or * on structures living condult or piping between the red dKk membrane,and rooft unless the oarefidt or piping is installed to channebs below the stuf . roofs that have an madquite number and spaidng of otpattsion joints or curlis xl with insulation by GAF y structure where there is Booted or no access, to the roan a for or used as a swer-insulated our promenade our padift ung applications for any structure where, NO -heat or hrn titifly coridifions exist such as, but not limited to, breweries, laundries, textile nalls, pulp mid paper plants, ng pools, shower moms, ard r 0 when confing am an existing systan that contains Hera , that is not kUy adhered to dv substrate or red andlo r provides an improperly prelcurd stufam 0 on p4vood decks without continuous sohd end bloi:"ng on roofs fining Pohlffethaw 16381 y unusual condition nor specifically approved by G.IW 0111 any Ingli4etoperaM COAdiftl that alt the MOF membrane to mud 160OF (71*C); or 190OF GAF dog not install mofing signs. GAF does not own roof contracting companies, or y interest in companies instilling roofing systems, n y, GAF shall not be 'We f roofingxtip 1 t4 under the terms and conditions of the OF arag guamitne. '11tae t '"GAF padw-catifled Lm-stope Roofing contracw e1joble to apply fora GO roofing Fao�°-,�" rued: tc�loap a� t,oaaactcrrs �: a , ats, rsr rod � µ GAF *H ism a co ag tai only for "2W-, a GAF F T _ angContractor, asilatltd F� a flee laoth the factory- Rrag cleat it is the x s`bility t lattttlding os a aorol has a sagrrato l fire raploaiadthe Ftoa t. €° , to enforce the M! 4A atlr fi and good sl pr« tfosr eat its Hirt an aalaligaii oaf GAF. Any inspections made by GAF am for its m1w ody and dos to constitute a wain r a am of the gats and conditions of fire gra tee. Id a CAF Field.senjees Representow o`conditions on the job site that do not codom to the requirements of thisManual oarid rag a ti will l brought to the ti mg contractor, GAF, at its sole discrefiort, has right for retpre corrective actionit deems necessary to conform to the requivernents of this General Requirements Manual and the requirements for the "twoure Of die OF roofing s} guarantee, ntee. Provides a r f General nab e Design Tear4f or Re Roof Decks Parapet WAS Roof Drainage joints * Area Dividers Equipumnt Alountings Fire Resistanoe pedommoe . Ciemcy Water Vapor Trattier 0 pow rag s) the a many facters. Al expertise is in nutkatals, ruanufaduring, and IM In a r ,, or vecWM rod consulftr Im decades of ea °a o4serknoc in the cW aspecis of mofing, :�� serloar p a sS fiar b ra and card P ae* TM can be installed rep to 10 years Prior to the i WOII Of radar WARMICII, Installation 4 overburden will not affect tlae membrane perforntance or warranty coverage o(FverGxuard Es Plea conlaci GAF before installing any overburden arra the roof. Building utilization have a sigmtkant impact on toofing system selection and design. The most conimanbuilding uti".acs ti .s follows: e, nes in internal Rdetwit @ 1 in — Incorporation of a vapor retarder at deck level to cmum! vWw flow into and through the mat assembIr, — Attention to a vopor�fight seal beuvren & roof and side — Utilw2tion of closed -cell town uWation and stainless steel fattaim to minimize r a. deVadation of the roof snaern; — Unutation of pertetrations through the rod do* — Avoidance ofroo(systeni attachment that will puncture the vapor retarder. Positive Internal Premve internal prezure is most often associated with manufacturing/dean-morn facilities, mechankW air -handling mom, aircraft hanM distribution centers svith multiple, overhead doors, and ha teal towm, Ica all thme ine4arm, positive internal pesnites can adversely ad on the underside of the . CoAficaus vdwe the positive internal pressure is ounstant as, m the case of facilities high -use, ., may cause, md as to hillow up, i.e., form a maurm effect, and may, reduce the overall aaplift resiiiance of the reeling ais elect is most protwuncedin ruedianicallya bei sls and can cause attachment conceis with ° of installatiorm Conditions where the positive internal as applied suddenly, as in dw cm of aircraft hangars. aml ifisordatow centers, may adw Were of as due to pressure lift a et ret <' wn"-#WmvJnda* — Ilse of air -impermeable dwk cimstraction, such as poured-in-jilacer insulating cellular cawrew over a SW F —Alternatively, Installation of ars air barrier, such as poh sheeting, at air kvd beneath mechanically attactied insulation °ith attachment sulliciait to balance positive premure,; Attention to an air -ii rt seol Ixtween mof and side walW penetrations. Roofing instaftations that can be expecusl to experience, a high degree of roof traffic due to equipment mairdemmm, vandalisto or offiff unauthorved access, fmVent has as or h gh xvin a r ; � , or d fluemAtiorts ars n a mom durable roofing systan. materials- legraded, by" material formulatiou and coutaninaut type, Wing roofing themmethod it",, Unforeseen Mgffigtalexpiwreeflects.,r prediction of remlance to contamination in. A but the, most, — Isolation of conicumnated roof am -*ad) evectation of more hequent roof membrane Milacarient; — fWxAc power washing of md* mernlinme both moderate roateri* Lt, grew UV& Plew refer to www gal cont for deWW TPO and PVC Cherrucal Resistance Chats. The decision to -t l " or to repair an existing ng , a beftim, installing a new roofing is not AM% dear -cut Although not an extutustive list, the following `ti al design dements tr°pically require consideration for any to ng liroject — Replacement of damaVd red decking or structural xaa 4, — ImprovxInent of me( access; -- Removal unused roalloli equitonent and awtated e"Pownt ". — Remounting of rooftop equipment, to allow l ng and flashing technoltm — Matching o(arcliftectitrulelements sassliecial perivneta rr — Repar of ddenoraW paraiet and penthouse; Protection by tneans of concrete pawT oveday or walkway pad sysma hykn 60 st#od dv hw-40wpachvidude or more ` ' t mob Owilding code `oath; u otur JghtjundanoolL — More than 2 of <:xisirrg rod arm is wK — flashing height titttitatio — Need to maximize long -tam performaw The is for any is to provide a sound substrate for the installation of new oxifings°g rommoze potential damage f tear -off adivitits,, At a rrairr ° um, atOntion to Ik ft&N*r,q� • is eommmen", Tboroughly InWd devifing, flashing substriLes, and wood rodlersl inn new ria "als, — Ilan a t -d strategy so that roof drainage patterns am ww Wocked, and so drat rc is directed awiy fmm new tod areas; — Prittect new adjawrit tot a dirt, ddins, ' Re -COM Fadonmclu&- - Need : to minimize — Disposal restrictions; t access to the, rod The avis for any is to eliminate in Odsthig roof Asseffidy so that their effect rata the new mating system is nuramized. At a ndhimum, afiention to fi)Ir antA*mfions it — Raise all perimeter Win&N penctrations,enoyl t. to proWde raluired fiaslong hghfc; -- ldse drainage deficiendes to provide positive drain — Remove and rejdace all wet tooling materials; — Concerimue an thorough surface Fqw0on, • A rM Mw a fix the mmation of an FW16=100fing Rgent, It is the contractor to delenufti dw fitness of a dock for, a Vecific roofing k in 22 page (starklard Flit-appimedskel dacking is 22 pW in thickness). 244 gauge deckWre � ' Sees anager's or l s al. . r lrtsr ally TeflUffe a rix °calf fasteners, to . e anachavaWfixtivince, —18 pngea 20 g,%W,22 gaupe GrAde E high l de& ustially require few hair ! fasteners to achiew compuiblee roof Atichment Soructural " r. 2,50 i 0 anprafte resistmxr ( - Wve t. ). _ o- 2°" ('sl unit) Chic ), mm, ' (102 nun) " ( are -ire ). Carmot be wet or frozen. if d is detmnined to he wet it must be allowed to i1q, -- Fix insulated nailer of eVivAent thicimess to dw roof insulation must be providef at perimeters and projection rigs it) ad as ara imlation stop W to linxide for tine nailing the flanges of metal flashing. Ridges cher inegulanues require grinding to proade a z and esen substrate surface Fbr nort-insubtled, decks, nallers must be flush with deck When aW)ing insulabon diveWy to the deck spa point wWasptudVconcrele primer, meeting lit, at a raw of I t (3,8 !ler) and allow the firuner to dry pior to the application of the reeling rc — These decim are ally manufactured as fri slabs and tri d cement and ed !„ate, oft with hollow cores to mininrite their weight. All defomted, panels must be mplaced. race Deckv GAF rite a niburnum 2" (l ) cellular lightweight concrete 'fill liei e all prevmNM cwxft, decks prior to i - T° faming ststenis may be conijily with local building codes and agencim P4w*oWOriented Sb-md baud (OSB) fi - Tongue & greove edges, or full blocking requined, - &lost be installed so that At four sides, of each panel bear on, and am secuaA to, Joists mid cm blockbig; the panels must be secured in accordarice with APA-Ibe Engineered d Awiciation recaunuendatiow 'if 'dips am not "able, - Patich must be installed with a I/s" to 1/4' (3.1 nun to dry and rooled prm*,, after budding- Tape and stalile fastening quents may be used on wood decks - Deck shall be r fasteners at rettuitrif qmng Consult local building codes for Vwfic mpivanents, ypsm Concrete -!thin. r (1 rmut ducinim reinforcing mesh and penivanent fonn boards mpned for poured -in-place monolithic -reinforced edges requiredfor taking units. Art astrage fastener widulmA resbtairce as recontruendeil lry the Eastener mannExturerbe ted. If InVer inechavacal attaclunent, c-annot be adwied, contact the GAF Technical i ilsadine at 1 f f for asscivarce with instillabon ru It either surface-wetor ° , a quiable to receive a re -flan* r (dl ) dri - Tongue & ginove panel edges tequitei insulatun, composite¢ decU for with fully adhered s3 etas ire a A Field ServicesManagers or °s approval. Concrete . ' ( l non) thiclam W- Cellular ligutweight insulating corode decks can be installed o -sl "ng for cellular lightweight insulating concrete or gractural concrete Acte lightweight bindating, conisete decks jinist be installed ow permanent munig steel fbnns Insulating e installed conaete or existing roofmptesield' Semces ManagWs or DirectWs appruval. - Ughtweight insulating to are required to haw a resin mutt contlitessivesirengthof 225 psi t9 kg/hu) and density of 22 pcf (All graur/isibicto ), IndivAud deck manufacturers' standards thme GAF minitawn duclawases, oeinpressive sUengths, and density mlifireamus, - Where the Mean January TwprAum(rdennice curmt fl f is bel p (4,4"Q, lightweight i decks, must be poured and re ed bet et'n mil lst and Oddv 1st; this type o(deed is Ctrl ' e its Almix -- Ughtweight irmlating oxxoteshould W be poured during rainy " * deck areas tfrat lave frozen befixe they have cured niust, be ventavedmlitaced. Omit decks tuoioute content and drluess if qxwd to precitiflation, pnor to in"44#1 Of mof menbrane. Loadinaster - Roof deck must be installed by a ImdniameraWroved coraxactor acconfing to r - hfin25 puge sted decleing, "/W (22 nun) deep with '/I" thick (in ) rainend board top miel, -- Rilystyrene or polyisoclanunne insulation is It a GAF field Setsices Manager for remoting and Layering f"Pirefflents, Most contam structurail wall qlo are suitable ailistrates for the NicIOU" — Scindard-finish brick aml omxt& block with suitulard tooled molar piints. — *t4ace block textured Work and brick, and dmoy tooleil to Mm4e a stnowh and mm substrate solace Stradural Ridges and anther irregularities require grinding to provide a smooth and even suk-Arate surface finish and EIFS systm rrrat he removed to the underbing substrar sand" Shout Nctal —Min, 2,4 gaugesteel ki, .032" ( alt in . rt i pands require overlay of 11/x." (12 ) (xiented strand board or sill tanman pand, Gypsum Pond Min -'/2- (13 ra thickness. —WhODne-inipregnated fi (s. i na substrate must allow sectivetnent of flashing at prescribed spacing,attachment to &Wun pancis is not acceptadile, (Ne 4 Mmm powl decks nspores GAF Field SenioesAxea .ManW's i IE 7be lbaxtion of a structural expansion joint is to vairdinkie the effect of sttesses aid 11mvenents on building components xid to prevent these Aresses froto adversely I I I the mot, 71w design, location. and ux of buddingsa"ratl expansion join% must be considered at the dine of original budding design and are the UPS"Sion — Most be coirtionow along the break in the strutante, anil rot lenninaW shod of the end ofthe rod deck. — Should never be bndpd wA insulation or cooling toetubmue — Construcoon ties must be mnoved in order for e*mon Joints to function Property, — Extend I " joints at 8" (M nun) above, the rod exparsion joint can be used; see EverGuard" details- for constructiom — Oesign drainage flow patterns, so they, are not Mocked by any _F AKADIVNM Area dividers air, not considerW struchural expansion j(*A& can be efther a curb or low-imAir IlW, Contact the GAF Technical hvw mouramg,t is an inipartant . Inas d rn taxi in such a way as t aslaira lrei iztboth new and anticipadeil rs, t clan sad 5k-A" the i i to li izas�lation; and �tilailzt nand ran is so thalstandard llas alar caaetRaaads can alataifed, Alternately, lightweight eipripment and gAtcondtfit fines can be installed on woW blocking or other prefabricated Mices that do net persebate die roofing sysixan, W NOT use tial tylie of application heM t or gas c it lint, or where e „. ``ve nximnerA can damagc thesubstrwt Itesistance by the roofing s1d to the: alerkir required by building IF, depembng on the the budding, I revistance to fig oWied from within the budding is mquired. "dais is nannally expmW in the form of hourliv, rafink requiresand usually of a qedslized roof awribly. Refer to aurent uarillistings in the Mirapriate UL directory to verik nxif ably reiluirements for is Live ratings. ing sr — Testing based on method described in Approval &andards 4450 and 44N — Measures resistance to upward jxvs,,xre alilified to the Society document. ASU 7-10, -Abointuto Desip toads for ft"ap =4 Otherstslachaw — A comprelmshe analysis of wind tom acting ion buildings, Repires detailed calculations to determine adual wuW pressures at diffenait mom of the tod, Referenced by building axles - Refer to Factory Mutual toss, Prevention Data sheetst_ 1-2,9 installation guidelitim GAF ash the fall "ng thermoplastic half sheet table to we as a guide for mechanically attached systems bemise wind Mwares am hxreased in the cx)n= of the „ vAth somewhat lower increaW pressures acting along the ternaming roof perfineter.remaining field am of the rcof normally eqatiam significantlylowrind Immues than eidier the corner or peritneter areas. ld Ptrimeter Half Una TAW #4:i has been (Stablished by budding (x& for malt l ddhips W insulation installed above the roof dock is a _ _ "cal means of achieving the necessary effidencies, In addition, the use o(On"oved rellectise mernbranes can reduce the heat load air conditioning equipment, as ivell as pmvole a moderating (4fed on the winliendure in partimity to the buiWin& U -Value — litermal ni : The number of Ms (energy) that paz through a I -square-foot 605 sq. in.) smpk of a material `al anldy in one hour with a benveen the I &gme F (-I PC), — Thermal Transmittance aMiesto an actual total material as such is a quantitative phlsical property that can be itsed to relivesent the overall thermal performance of a systern. al Resistance The number c diff w'difference) that is requireil to obtani an energy HuN of l IMJ through a l-squaref 0.1 sq m) saniple of a Overt niaterW thickness in one, hout R-calue is the reciprocal of the G -value, 11W mkiitun width #4:i has been (Stablished by budding (x& for malt l ddhips W insulation installed above the roof dock is a _ _ "cal means of achieving the necessary effidencies, In addition, the use o(On"oved rellectise mernbranes can reduce the heat load air conditioning equipment, as ivell as pmvole a moderating (4fed on the winliendure in partimity to the buiWin& U -Value — litermal ni : The number of Ms (energy) that paz through a I -square-foot 605 sq. in.) smpk of a material `al anldy in one hour with a benveen the I &gme F (-I PC), — Thermal Transmittance aMiesto an actual total material as such is a quantitative phlsical property that can be itsed to relivesent the overall thermal performance of a systern. al Resistance The number c diff w'difference) that is requireil to obtani an energy HuN of l IMJ through a l-squaref 0.1 sq m) saniple of a Overt niaterW thickness in one, hout R-calue is the reciprocal of the G -value, Thermal Resistance applies to an actual and as s i quantitativey that n he used for determining insulation . ieai . Reflectance — Anwasute of the ofsolarenergy that is reflected away hom a surface. — Dark materials alisorb more hat f n the sun and he up to 7WP QiOC) hotter thane a reflective white surface goien the sarne outside temperatureconditions as ° location, etc. -- A meastim of the inhaved titillation emitted Win a rod surf [hrli e reflectance, infrared wrissbity may W be affected by dirt or discoloration of the surface of a material. "Ka efficktcr, AMM amentah Handbook — Provides detailed "gn calculations and materig energy 11 design of hating, ventilidnin, and air-conifitioning s nsw solar beat gain, ewrior shading, total budifing, envelope, building usage, and fighting- ,] Prandes a simplified method for determining the amount cd' utsulation neoeway to cuutrud an mM -efficient 10% -slope roavestern. Pnivides a simplified urethral for determining the atera cost sarins resulting hout the installation of additional indinsulation, Suitable for roost rotifing-rdater! * FAtW CAlculator — Go to www.omLpv/sCV"+AWLyWCooiCalcbxW,hhn to find the (M Roof Calculator. me-Awres thO energy savings for l 4 h. with 11011-Wack mof stidaces Typical skigk-ply YW asemirliesdo not include vapor ftaiders as a standard a courpored. For these aplifications,thm is a natural tranof watersferinto the, mof assetribly during a Portion of fall , a natural transfer of ter raw out of the toof assenibly during the bWanoe of the year. Under minnal €anrditioss, this tylre of cyclical mer varr hoar does not carte a significant deterioratiort of the toof insulation or reduction in hindation therned perforniatim. 0 However, , for protects where dw is a sigrifficant difference in vapor rmaire Wwm budding mtenorex 'err, the volume of %-Aer raper flow is much, ter r alior transfer into and throrrglr a adimportant Widmi, adequate control provisions, the red utswation, can firearm saturded v4th water, with a corresponding reduction in insidadon thermal ptrfarmanm Struckni deck dantage and/ or condensation tntri die budifing interior may also occur, flow is referenced in various xt-Ay& 11v following is a descrifiturn of contmon inol PaIneame — Yire time rate of " through a flat material or carismiction indiuced by vW larssure difference between two c surfaces, under spectfited twqxrature and humidity conditions. — Units of permeance am eWressed a& .) % (h) (sq t) lin Jig). penneanoc, or pcn rating, of a material is a Performance evaluation specific to a sarnple of material, and at a VecdIc prolierry of the material. R Relative humidity is the ratio of the of water r4xw inesent in air to the pressure of fidlysatirrated water r4sir at the same t rr eiatirre. Relative humidity is expressed as a percentage. Temperatm Tire terry erre at which air becontes saturidedwith saturated rVor OMX relative humidity) and condensation begins to form. Point Temperature is expressed as OF, — Vapor flows due to a ddharrice in vapor pressum between two — Nmrnidl)� the higher the tenifierature, the higher the vapor pressure, c — In determining the need for a vaWr retarder for most tv ical ypt g the interior winter relaxwe humidity are the most critical locuirs c c v — Vapor retardeis M be saW perwider and pendiation l at all Sealing shall be ` Al qVe of beingrAw murder installed. — Air leakage at perkneier and peuetrations willsignificandy p� the ' r¢¢ allowing w to into fimof g where 3t can corafa%* Normal builifing mkit as offices, schools, wtall,warehousin& etc, will ly require die use of a vaporand k .Building usar, such as swinimbig pools, food pmeemni& papertemperatures and hunudity conditions will likely Te The Cow For Ihe Use Of A Vapor Rttarkr retarder and the umbrane, M 0 The Case Against fte Ilse Of A Vapor Retarder vapor relanter is a &Aantagg lexl whou raw cap 1y thetoot loot bound air can infiftrue the mofi° through via diffusion through the mof membrane uself. 9 dos occun, moWre can condemse within the roofing , TU following resourmmay pravide usdW tri tion regarding vapor retar&m, — A:HRAEfundamentals- H In I IE w 5 � 1 w qk.$i 4u74" ,SIN I Il SIL r � slow �� IE i NI�I,�IIII ��I�� I��� I���I�I ��I� �I III, I��;II I��INN��I ��� I►1 I� I I AA EB R Deck Type Valm (lbs) TW Phu Penetration Standard Pattern "Pd* Pattern S5t1 DRQ -TFC` HD (#14) 2,W barbed XHD Thvmgh the deck 6" ox. An" Plywood 3 DRILL -TFC' TID ('14) 2"douhle barbed lbrmgh fig deck 6" o.c. 700 DRILL -TRC'" HD f)HD 2 1" into tete deck 12' Ox, 6 oc. 700 DRR L -Ti C RD fel ) 2"Mublebarbed I" into the deck 12*" o.c. 6" o c, Structural (oncrete 900DRtI.i �; 2.W barbed J t" into die deck 12" o.c. 6" o c. 900 DRILL -`EC's .10ke rdoublebarbedr into the deck 12" n.c. 6"O'C 900 DRUI-TEC- Spike 23/4"d(AlWeharbed MID 1>* into the derk 12" o.e. 12" ox. 450 DRIU TikC- MID f1 2 b '. Mit °' tisnw t l2" o,c. 6" o. L 4-5 Imallating DRIJI-TEC VID 2 dwme bnw v4- dirough the form 12" ox. 6" o 2 SL 3519 stamlard f DRi .�-TEC' 111) 2 XIID t the f 6 c .c. 350 [BRIM -TEC' HD {114) 2- doubit KuW 3/4" the forra 6" o c. 350 DRILL -IEC— XW 2 W barbed f thef 6** t5) EfD ,. t 350 Imbfing f3Rff,L-TFC' DRi ,5) 2"double barbed V4' ttp�iz tip f 6`* cs:c. 24 ga. 350 standod f DRILL TF) HD 2 D " through the fs xn 6" o c. 354 DRILL -TEC HD (#14) 2"dwWbarbed 3/'4- through the form 6" o.c. 400 GYPSUM IiRI1.1.- `RC's 2" e %2in " Ox, 6" ox.POM` concrete C" I "h D trbed"iDRILL-i nto the "400 O.C. 6 o.c 300 DRILL -TFC- Po 2' e barbed 11/2" into the ded 6" o.c, Cementidous We" Paw DRILL-' IEC * 2"barbed 11/2" into ffie deck 6" o.c, *90 pd is anadmeut paumi to prmde 90 tbs. per square f f 3 m of ttp ift may to Fttf I-! ): Refer to curreut FMRC AWirmil Gulde. TE For designing at elevaW Oilt Mmums, piepleme cmisult the * rst F IRC Approval Gu tO) , R Liz T: i �� . N�I�l�N�I,i ��III IpII�NI llllllll NIIIII���II�I � I III Ilil� I�I�I i ISI,) Mill Ilgpl,l III IIII I �I�II�IIII�N !III�II�I�I I,�gll Illl lllllll� l I�IIJII 9 IIYYIII I I Dl�IUIORR�M� ,lul�u,yll qui ��I II�NQII IllIIIII p!I ����NIII *90 Id is attachrivrit toI90 lb& per square fAxA (439 kg/m) of u0ift resistarim of $e rod mmbrAne fmu the deck, 'pa" *t� When designing for Factm) Mutual nquirmuents, plew mnsWt dw current Fh4 Approval ROOFNAV and FM Approvals Standard 4470 EN EE hill 111 4i������ IU IW r; dd pst is attacho"t pattern to prmde 90 h, per square foo (439 kg/m) of upfift pressure rmistatux and may equate to FM 1-90. Refer to arrent MRC AMnvA Gu* !: o EE [;t t is ;14h a r Ell M brt t.. , r. u Matnium boi Sim is 4x 4*0filmmom i 1 f EN t.RF (F (F ) OIYBone ti 3M CR -20 (For adhering jundaom Note- • rpt requires the Formiuda • Adhesive MAWS must he apphed at a wift of v (25 mm). EP (f. m) 6" (f rt m) ]w(im) "( 152i. ) fomuix Perimeter area width is flaw0iout the perimeter and amw MOW Tbevidth ofthis mVon is deft.ed as die lea of the foltowing two rasc .1 x Building Width or ti4 x ituiMing height Note- The m` in is a' (f. ni) Membrane attached MI the lap with screws and plates 0 TPO/PVC 1"ation Spmficatjom Part 3.- Execution EE IM Im IM �a r MechanicA, attached heat -welded diennoplastic sheet mof inemlimm eras. A card* PVC trienibranes are, nota le with aid rdExit.,aeTPO inatereds, DO N(Yr mixt. r ,card with FmGuardlv TPO membranes, flashings, aml JI&Ating accessories together in thesame roofing system, 1,02Des%nadem see �*iaficamin Plates, 1.03 Repbtarry Rotlukvments rfanu to all applicable building and jurbiluntinal , including rod assemlity wind uplift and fire-resiAance rerittivements and Aupe linfitadom GAF recommends at least W (. ) per foot 4 sl with proper grading and placement of drainage tl & B, Follow yotr local jurisdiction tws for &pWng of or expired adhestoes, sealants, and other products subject to duposal regulations, C. Potential limblerns to� applications, yell as tial "tis that may be detrimental to installation performance of die roof system, should be lved mor to the Aid of the application. lUs can best be aplished by a job rucefing wide die architect; roofing contractor, gmend dor; all other h will involve the r rel , and the ntarrulacturer'stafive: D. The following are common items of ifiscussion at a pre -job rf 6. 1. Rod deck oondithans. . Flashing and expansion joint details, , Insurance underwriters or building code requirements, 4, Unusual project condition& . Protection of the mof, building, building occupants, and contents during and after application, 6. .4plification tectadques, 7. Coortfination and scheduling of other trades that will be worlibig on the project, lt. Designation by the roofing contractor of a qualified pas t reslionsible for quality control. 'pais person should be on tare prolect full time during aplification of the roof systent, and should not be mplaced vAthoat die approvW of CAF. , Scheduling of gnat `al shipments, material storage, and lii. Submittals of materials, drawings, and project documents, SRM 1.. A. Ddiver products to site in original containers with seals, tiobtaken and led with manutiduters'name, product brand and type, B. Store materials in -p ed enviromnent, dear of the d Moisture, in accordance with GAF irrstructions, Store all adhesives, coatings, artaalauLVcaullcs to foram them front hazing.. Fmzen matedad must be discarded ar- Property seal all liquid material containers after C Outside stontge of rocifing rr t "s: 1, All nuiterials stored oubide must be raised above ground or roof level on pallets and covered vith a tarpaulin or other waterproof and "breathaWnraterial, Insulation products should be property stored and weighteA to avoid weather arof wind damage. 2, Factoq,-installed plastic wrapping is not desigoed as protective adjaMe 4 and I Cow and protect materials, at the end of each day's work. before material will be installed. FAtime heat or cold conditions ruay require special AMP reWhemenI& Reference product data sh" for product storage re(futrements, materials prior to and during installation, E -Do NOT use materials that are wet or damaged to the extent that they will,no longer serve their intendof porlxises, All rod Insulation that has been wet is considered damaged, even if laux dried out Rerame all damaged ruaterials horn the lob site� F� Vhen staging materials on the mof during application, ensure the deck ind structure am " wmprirahly overloadix! by the weight of construction materials, 1.05 A. Do not No "ng materials during inclement or threatening Weathert, g, lea not exjiose materials vulnerable to wrater or sun dwitar in quantities greater than he watherprooled during die e day, C Be aware that high or gwWrg words mal the "histallation of,sonre materials more difficult. D. Material installation periods cdhitlr ambient tempersome and/or humidity levels f typically *m 9OPF (12"C) xWor 90% rxiame huntidity]can testitt in poor histalWon quality due to cvriderviation on the membraw surface e or t `vel? fa adhedve drying raLm in hot, dry vxadaer. to not insWI rnittereals when nvi%ftire, in any form, is present on the rod deck or e to winch the inatevials me to be applied. E. Material installation during penods of l v ambient temperatures, bel i ` F (OPC), can result in poor histaRation, quality. To avow. dxse problem 1. Saw armory materials in a wamong box, . Use assAm as possible after removal frorn wanning, i. Allow h ' s to properly cure.. 4, Adjust welder settings to ensure proW welds for apliticalik asrdssem conditions, 1.06 Working Enviroran"d Work should only begin when the sr Inas decided to hist her satisfaction that all sliecifications are workable as Willed, and that the contrActor can meet prefect and code ems, .7 Safety ConsWerations B 7he contractor should only begin roofing work witen the substrato have been limpared as nav;sary, and are ready to acrW the roofing materials installed as specified, PART 2 — c, s ; tojeeping tools in good Unog order, d remove debris c surroundingdetails on salety. E Protect the building, contents, d buildingorxhpant5� and, contractor pm. onnel during work CmWinate all work operations with the building (mw and building OCCUPMAS so that adftpate, interior protection, as necessary, is provided and disruption to normal F Where heavy wheeled or other tralfic over the partially d adequateroofing is unavoidable, purride and use to rWd ilk, newly installed red G, Provide temporary water aaAk and tie-ins at the end of each waWay. Remoxv all temporary -*vk ,it the beginning of the IL When Wrong off an existing mat&", liniet removal to the area that will be completeli reroofed that day with the new L If aviditions ate d or created that would be detrimental to the d building omrer and G&F of these conditions for consultation on acceptable trealtnerits, KE C. EverGuard FAtime Smooth Reinforced and Fleece Bacit d designed to provide high solar reffectatice and rAternely high iN and heat msistance, drag cries A, Bashing accessrides naw be of the same qW as she roofing nifflibrane. a full letting _ iu Guard's TPo artd EaerGuard Extreme TPO lrrad'rxrmed flashingaccxss ries, see the lmate Product for the . ,membranes r tag with. C . 7he use of Ewwyumd F , flashing accessonesis rte! on Everi3tuard Emenec'"ems 1,All Fri j rd* accessones must be stoned iniloorsand prxilected finm moisture and extrerne temperatures, Seestierdic instructions on, packaft for hirtherdetaih, A, Dtif -Tec- nwnbrane Instersas and Oates, insulation fasteners 3M dates, al ° fa s to iarati - R to ibela lati rt C ate rf t cable iu this cal Esser the tl . Z ter of f ` reC. lt. use fasteners that are suitable fear 1he deck qpe, and ensure the deck is of the required thickness condition to ensure reliable imallation and liciformanct C Fasteners in flashing should be didated by the subsuate. a. a "uan!6 TPO Bondingv for TPOsmooth-back mantirmies and insulation. b. EveiCuarr IC (Low Vink Adhesive for PGC smooth -back 3 mea*ranes, c. Ev Guard TPO Low, Vii Bonding Adhesive for TPO stno h -back triembranes. 2, Waterbased a. > uardr WH tttt "iPakr-based Bonding Adhesive for smorah-backFlt membranes, and INC Fit membranes. 3. card's Rise Foam (LRF) Adhesive a. LRF affiesive designed for insulation htr t artily. It. Wants is I, E ha 2 -Fart, urediane-based, PPoutable Sealant for ibe in . t (hitch) pam Eh 3. EvaerG Cut FAe Sealant, G Primen Ewr(suare TPO Pritner. 106 a Protection EverGuarr TPO villtway A. The selection of insubtfion efir, thiclafti, aid configirrafion is theresponsibility of the' ineer, , or mol consultant, GAF reserves the right to accept or reject any rod insulation asan bsu for CAF roof sas GAF u insulations must be used in cooling systents to be gumainved by CAF, E. E e card- foam titsulations of the Mies fisled below are aoceWble, The actual minumun ducknee; of insulation 611 depend on flute spacing, Refer to specific Product Data Sheets for further information. size can he 4'x 4'or 4'x S' (L2 rex x 1.2 rra or 1.2 to x 2A ter) panels for mechanical attachment, and d' xr ' 0.2 in x 12 rax) for adhered attachment and tapered panels t. Era aard- prityisoqwtuaw Insulation with O—bawd facer meeting or exceeding the, requirements forr MTM Cl fruit. !fa psi (t.l jcm) coniliressive strength], 2. E Guard'" Extruded Peal re Insulation ureeting or exceeding the requirements for ASTM 0578, Tvpe tt nominal 1.5 pound (2 FaaWrubic cru) density and mmirnuan IS psi i.tt F'Car) compressive Rth., 3 Eta card l ,' tie t vvittr gd fair r ' E • r � iaatts far A"°IAl Ct, ti ictal t, -aurid (2 E cuzc r} 'ty , arrriruaaart 5 (i.CI 'e , arjx, C Ilre killoviing additionalinsulations a for use in mrifing systems to be gummiced by CSF: to (ASTM C:7 HH- 1-529) Ener uard " Pedite Raaf Insulation Fara ward'- Perble Recover Ener card- peflite Raaf insulation (taperiali Fra rd"' Tapered Edge Shift PQ1YbKYWMrate (Asim u2sq/Ps 111I-1-g72x am 1) Guard- Polyiso Insulation, as above DiergGuarif- Polyiso Insulation U 05114 FS 1111-1-19772, ASTM GenIFS 1I11µ1-1972, 3) EftergyGuard'site Board Polyiso Insulation Notm n CYuard Canposhe Boards are numulactured in vanous area with ea ger a pedite or wood fiber top la r, Wrttact your nearest QW sales office for additional information. 108 Fligh Traffic Applications A. F Iluard' Pedite Insulation, minimum W (13 mm) ASTM C721t. 11, Edue Ridge S Iflphas'ity FibRoof Insulation, minimum " 03 nim), ASTM U* Clitss F. C, F uard' Foam Re-cover Board of the following qpe& floard six can be 4'x 4' or 4x 0°(1.2arra1.2inor11inx2.4 eat) panels for mechanical attachovent and 4'x 4' or 4' s R' (I.2 in a 1.2 in or 1.2 in s 2.4 nil for adhered attachment and tapered qslens, exivirt kv fan -fold re in ' (0.6 rya) s 4` (1.2 in) sections with a 50' (15.2 ru) total length. 0 1. F orard-' ' 03 ) Pol & . Re-cover Mail Insulation widt fuer meeting or exceeding the requirenvents for ASTM 01.289 trtnnr 16 psi (L 12 Kg/cm) comlift%Mve strengthl, 2. F mWGuard"s/ « (95 mm) Farr -fold Re-cover stla plastic f error e n flee tats for 11578, tit rraira. 25 psi (i, kg/an) compressive 1. 3. Er -' " (1 as) FIS ftr erg or exceedingi gats forASW 11578, jx 1V Itub . 25 psi° (1,8 ) th). 4. Fn uarrl' 'b' 1 ) FPS Re-cover &urd with stic facer rueetingexceeding than requirements for ASIM 11578, " I1 (Tarin. 151 (l.il Kg/cm) owigaessive strength]. D. SEMOW Roof Board SKMOCKO Roof Board is available in "/i" (6 3 tarts), °'V,„' (9.5 ), ,/s„ (16 ) thi "s. It 1 as a fire barder, an overlay board, or as a reower F, Dmsfiechl, DensDeck'a Prince, and M el 1ltarAGuard Roof floards (ASTM Cl17 ) Roof uteri by GAF are acceptable for we or various s as overlay and orb R er to individual Rord` SWern specification ti fiv limitations the use of Otow insulationmaterials. 2.11 Slip Shy tion Layer A. F uarda' PiArnat slip shy, 10 ozVsq. lid. (102 °sq. rn.). R. F guard rnat cushioning slily sheeL 6.3 oxo. (203 sq. nn). C. versaShieldi Solos" UtuWayment. 1, Wood el tiers: Wwwood nailers must be #2 or better fur, , Do NOT use or crewite-treated lumber. 2. Roofing Nails: Galvanized or non-ferrous type aid size as required to suit application, 3. Temporay Sealant,Temp Pobviahane foarn sMant orsondar as re"red to priwale tanW=7 watertight scaling of torifing. 4. Air/Vapor Barrier Pohethylerre shecOng, nein. 6 trait. for TPO 1y; 5, Fire BarrieT. Sificone-treated fiberglawfaced Misurn paneK min. 1/t " (6.3 ) thick ( rn board or Der: ' age). dat die kin tooling WO& V Whm work: nust Continue ow omrAeted roof am�, prow G, Deck pml=-Aon is dte We req)ausibifity 01 H. It' addition, for EM64W Extretue-* M Rod Systems, htgreater than IOW (30.5 m) in height mmq nimum 3' (0,91 in) wall 6 be digible for an extaxled length Nxnm=dV- 25� or 30 -year parantee: Al"arate counter flashing or cap flashing .0 Rooling Am — Nm And Tem -off Rertm all existing roofingmaterials to thc- roof Golan , including flair ,, "n Inds, [ifs boW and pitch pockets, aril dew substrate surfaces of all asphalt atul adhesive lnan. B. C rftnn quality and coralitionof t by vagal inVection and by la*1. t testing by roof fasteam tnanufitcurer, C Sectue, all Jim decking, Rernove and nil all n& D, Remove abaridoned equilinitat and equilinieut suppolu, Fr Caution that height of equipamt supports will allow the Htstallafionof hill-beight flashinp, F. Air ReWder trawl n Roof Syswns t. The EverGuard ne air marda wime large wall olienings gimter than 10 a 11 ama can be daring a wind storni, including ofiening due to storni darnap. Refer to Factory utual Loss to t-28 and 2-"1 for Vecific imtallationa for all roofi with lame Ings. a] K. Re installations over coal tar hitch roA require that the existhig loose gravel be broomed (do no ); if luglispots raid, use a danker insulation to provide a smooth substrate for the rGuard" menibrane, Re with DerGuarrfv TPO membranes over coal tar pita lre the installation of a rrsoaina, 1" (25 ) re r board priorto tae installation of dee menibrane. Do not tri EPOPS over coal tar pitch roots. A minimum .5" (38 non) re-cover brand is required for PVC appltcabrms� 1. valid 111 g or re treated 2 Grade or bettu, nominal 11/4" (JO rearm) x 4" (102 ), 3 Va" (88 r) minimum, I Shiite Material. Rly 1/1" (13 stern) x ws`dth to nutich sutd blocMn& B. DjOng Hailers 5 F tlae condition . i g mof millers and anchor to resist 2550 lb. per ft. (550 kg) load affilied in any direction, 1. foill-Tec' HO screa 18' (460 mm) ox, attachment to *uctural vmod, strel , Mn, (25 traria) thread emberatient. 2. mill -Tec " or HD scrm 18r (460 mni) ox. attachment to exiete de& Marr. 1" (25 mm) shank or thread ata J. Wood n , to gypm : &, cellular conam arid cawratous wid fiber must be fastened 12" (305 turn) rawc., through the nailer into the substrate dila substrate- aMroved . Three is per length of wood nailer minimum. G. New Nailea Anchor in resist 250 lb. per ft. (550 kg) load applied in amr direction, 1. Drill -Tec' 111) scmvs 18" (460 ) o.c. alladmient to structund al„ €ire. thread raribethirent, 2. Drill -Tee" or III) screm 18" (460 ) mc, attachment to concrete de& Min 1" (25 areae) shank or thread 3- Woad trailers attached to gypsum concrete, cellular concrete, and thous wood fiber must be fastened 12" (305 ) o.c,, dmgh the, mailer into the substrate with mbstraw- approved Drill-Tec- , as, 4. lbrw anchors per length of wood mailer ataxy unuaaa.. 11 Slum Matertal secure simultaneously with overlying solid wood mailer. . Shun material must be tinu . Do NOT use spaced . 3.05 Gypsom Board Wstolkdon X General 1. Gypsurn fire harder board must "callybe installed ialm required by design prolessional or cok authority to address code or approval requirements, EM I firitt *jotrn boards together with a 1/4" (63 mm) maxhninn space between adjoining boards. Fit Mwn boaAs around pmetrafions and perimeter with a 1/4' (6.3 min) maximum space bewkw board and penetration, 2, Insuill plisam boards in pieces a minimum of 2'X 2' (610 ITIM �x 610 nun) in size. t placed perpendicular todeck flutes wM edges over flute, iuracti for hearing supliort, 4, Do NOT use Olisum boards that are wt, warfred, or limiled, they must be discarded. Insulation boards that am broken, crwked, or crushed must not be installed unless the 5. Remove mid replace *psurn boards that become wd or damaged after hwallition. 6. Install no more som board than can be properly cooered by the end of eaFh play with roof ing Membrane. 1, Medratfical Attachment a. use appaagaraate type acrd length M firdl-Tec- fastener for structural deck qlw. See Insulation ArrachmentTable in this Manual, b. ImWl required munber of fasteners per Ward size, and tyle* of roofing qstem installed. Beier to the coiLstructicat details at the end of this Maraud. c. `fling is requiredfor coticrete decks, and may be requiredfor gqram concrete and cernenfifious fiber de& d. Install l fastener so as to firmly, imbed the play to d insulation surface without over -driving 3.06 Air/Vapor A. General 1. &AWror retarder components must typically be installed when required by design professional to address internal budding air joessuce or humidity conditions. . on all air u — with openingsin the walls lel the roof deck that exceeds 1 the total wall b, When ilea internal pressurization of the building is in excess of 5 Is, per , ft. (24 g/sq, ), c. When dee building height exceeds 50 f . (15 2 tai). d. Buildings with large openinp and overhangs must be evaluated for air retarders or the insudlation of half sheets of . e, Refer to Factory Mutual Loss Prevention ii 1-29 and 1 -219 for specific, installation procedures for all mofs with large openings. f, CondifionsMiere posuveinternal prmire is WW suddenly, as in the case of aircraft hangers or distrubution centers, may cause failure of dee roofing system dare to pressure onpacL BApplication 1, install the Weirapor rdarder cemponents loose -applied to the deck or fire barrier boak! so that wrinkles and buckles am not formed. if niftriamm 6 mil peAyethylene is used, wriap a minimum of 6" (152 runi). 3, W penmeter and penetration areas Nvidt foam "ant placed river the nailer and covering die exlemir tam of the x a 3.07 Slip Sheet Installation General I, Install polyntat jimlection layer beiveen the roofing menthrane and the substratein acroulancekth the Designn "able at the tront Of this Manual, >. Install pohniat protection layer low -applied o substrw suifice so thaturrinkles and buckles am not framed. I . la nal protection Iqer a nonimunt of 6" (15? nava) Icer sine mid end 1 1. GAF V aStaielda protection layer is Wcally installed irk by design prolessional or code authority t address code or apparval, requorments, tar.s a slip layer in arrordance with the Design "Fable at the Brat taf' &s Manual. . Install GAF NWs&SIfieleSolo" protection layer I ied over ubtmte surface so dant wrinkles and bucklestat fn b. (elate GAF Vers6hieldee "ti.on layer a mintrourn of 2" (1 ) for side and 4" (102 ) for end l° .10 Re -mer BOWWwwaum Instidlation General 1. Refer to section 2,09 of this Manual for Vecific GAT re"imments on cover/mixwer 2, Install insulation bard as nalufted in accordance with the Design Tables. beginning on Par 15 . The use of extruded or orpaxided polystymne insulation is limited in PW, mofing systems to use tinder a fl membrane or with an approved slip sheeL I1, Placement 1. Butt insulation with a 'A" (6.ruin) maximum joinin boards, pit insulation boards tats pmetrationss and perimeUer with a 1/4" (6.3 grana) midurunt q= beowert board and penetration.. Do notkick- insulation boards into place. 2, Inoall insulation boards in pieces a ounirnuna of 2'x 2° (6101 twox6101 )in size, secured to the sir , Insulation bmu& installer! in multiple lass must have the joints bewen boards sLVAcred in all directions a minimum of 6" (152 n) bdween la} d. insulation boards installeil, over sal decide mut liave boards placed perpendicular to deck flutes with:edges mer flute surface for bearing . Install tapered insulation to provide a stamp area a minimucaof 6"x " (914 mm x914r ) where applicable. , Do NOT install instdation boards tftatt are wet warped,tar must be . Insulation limirds that are bmiten, cracked, or cnshed na .st not be installed unless damagedarm is first removed and discarded. 7, Remove and repluee insulation Haat benne wet or damaged after installation, S. Install no more insulation than can be pqvjiy covered b1, the end of each dayoath roofing membrane. % EPS, XPS, or polyiso, insaWon may 6e used to fill in flutes of met decliang when tried in conjunction with a cmer I. Nlecharucal attachment of insWation ra GH VwaShiele-poatection layerstiould be . Ilse a , ni* type length of llyd -Tec- fa *,w l perpendicular to the direction of the for tural deck type, See the Insulation t membrane, Tattle at the front of this Manual, 2, GAF FireOut- Fire Barrier coating is installed at an K Insudl required ournber of fasteners per insulation type, apphcation, rate of one gallon per ff* sqft (93 sq, in) via board size, and qpe of Vray, brush, or redler I'lit substrate must be clew, dry, and free of foreign matter, c. Pre -drilling is "ired for concrete docks, and may be required for Misum concrete and cementitious wood El d. Install fastener so as to firmly imbed the plate to the nistilation surfam without over -driving e, Use lostener of correct length as required by the Insulation Attachareilt 1�* The we of any fastener greater than S" ('203 nard in Length inust be pre - D. Fom Adhesive I. fer adhering of insulation boards with low rise foarn adhesive, refer to the award >7PVC Adhered Roofing 5�stesrvs klaraaral_ Swale to remive and hold red menbane materials. ghw or mdd or mAmw the high "mrature Scarf I. PmPaw sUbst(OIR SUffWz thoroughly prior to application of new roofing Materials, ibis is particularly wiportata for re -Mer and reroormi; wk*i* 2- PreParation includeN but is not limited to, removid of refifitmeju of damaged "0& etc nfinindzes the likelihood that underIpug deficklides, will cause premature deteriomfixin or even failure of the new roofing s),aft, Plarentent prior to pentranent securement, Rod nuartbrane must be triedimucally fastened after it is rolled out followed by 2. Full -width rolls, must be instal led in the field Of the roof 3. lialf-wift ruth must be Installed in the perimeter region ,of the, rW- Width of the rnof perimeter region must be. MennioOd it, acroalance with the Perimeter Half Shed Table on page 24 of this manual, Ed 4, Overlap mof inenitame a inim aaarn of 6" 052 ) for side laps 4 ruedurnA, afteherl sjvmb, anrl a ininknurn of 3" (76 ram) for end laps, Menibraties are provided with lap lines al the i : the inside linefor erre hankall . . g%tern os sa ,'which are ti" (i a2 rzn) for TPO inembrams,membranes, die Aid litre (overfall lire) is marked on the top ply ' (127 from the sheei edge. The fastener lime is a morn12" ( f mm) fatin the JW edge, and an "X" is Irl �r the she edge and the field se aztr i R " (152 unit). fa, r o h a"pyramid'pattern, . Best roofing ng pray oe is to w%talf rnernbrane so that the lam vara across the roti" slope Itipped toward drainage prints nietal,w 'sig, install Sheets perpendicular to ~ d' ti so that fasteners will penetrate the tarp flanges and not the fiestas, howeim dm will be, limiteds of the (i.e., in as) this is not prat:. . If the ded is running oliposite the slope of the rod (flutes running horizontally), e Id nin ridge -to - gutter to emsure proper listening to the uV flaulles of the deck. & All exTAW 4W comers rawest be rounded a nuninnon of I" (25 r r 7. Overlap roof membrane a niftionurn " (76 ) for end laps of EwiGuardO PVC and TPO nielubrartes. End Lips for a fleece -back mernbranes am made by hutting adjacentsheets and heat welding are 8" (03 on) wide Fve reinforced flashing strip over the foists: For r res, cut a d" (2 03 e) onle flashing strip out of smooth PVC mernbrane of the same ift"ness as the field she& C. IdembraneSecurentent I, Rock merribrane unist be mechanicaflyfastened in the side lair am to the roof dark with fasteners and plains of a Mx mid Voting appropriate to the" tW and as required ° by the Membraiv Attarhment Tables in this Marmal. 1 11 plates must be placedwithin 1/4" _ s/4" (6 assts x IS lies membrane edge, Plates must not be placed doser than 1/4' (6 to the membrane edge. 3. Fasteners must be installed to achieve the proper islibedment depth. Install fasteners, vertical to the without lean or tilt. Do not over- or -drive fasteners, . In the corner xm, additional fasteners `H also be installed thmugli the pertureter halfth membraire mUs to form a grid pattern, 4ith aro " (103 mm) v4de membrane flashing, heat-wkied over die additional fastemas. Perimeter cap sheers my overlap one another in die coniff arews. Alternatively, the half sheet may be laid out in a "pi manner, burying the fasteners the half shms, , hlechanically attach membrarre withscums and plates to the too deck at locations tddeck slope lr in exom of t" in 12" (25 turn in 305 turn). 6, Membrane may be heat welded to l raard coated flanm a, Membrane must be secured to the rod deck within 6" (152 nrnt) of the base of walls anif cudis, at the d allwith �I -Tee- e� of a , in accordance with in -lap attachment trifutoements, with a 12" ) ox. maxinitan spacing, b. Alternatively, mearbrane may be exterided verficalh, 3' up walls and cuths and secured to the wal6nirb tevvithin 2- (1 mom) of the plane of the tt l -Tec Fastenm and irrierted terannaflon bar of type 'and spacing in accordance with in -lap attachment % with a, 12" ( l5 ansa) o.c.. maxiniumspacing. 'cal aftifirrient idthseam plates and fasterien may also be used, This alternative Ma'l, including teninnation bar, is required to be used for Im-sudzed buildings. Puerto detad drMngs atm end of this Manual for specific application methods. 7. ImWI fasteners spa Haat the plate is draw down tightly to die ruernbrane surface, Propeth, it led fasteners will not allow the platevterminamin bar to move (u rdrivin , but will not cause wrinkling of the membrane (owdriving), D. Membrane Surface preparation for ,earning 1, Membrane must be clean of dirt and contarrunams, and ,'n, and other sources ofist. Factory - fresh , f mem typically will not " ire cleaning prior to amomatic welifing, provided that welding is performed manediately, after placement and securing of the meinbrane. 2m Alcodirane that has beert exposed for more than 12 hours or has becorae cantanonated will require additional deaning meth . light c tarrinati that has been exposed overnight up to a few days to air to delins, loot traffic, or dew or light precipitation can rostrally be cleaned with a white cloth moistened wlithtGuard , Cleam or JFK for PVC Be :roue to wait for solvent to flash off prior to "Jifin& 4, Dirt -Based nazi --- re that is dirt encrusted will require the we of a low—residue cleaner, such as Formula W, and a mildly aloasivescrubbing pad to the dirt Ibis, must be followed lily cleaning with a white cloth moistened with EverGuard* TTO Cleaner or EK for PVC Besure to wait for solvent to flash off prior to welding, M f surface of the firushed mo( We the following to remove thee adhesive Carefully swApe off die adhesiw. without rupturing the undertying roof membrane. b, After narioval of the adhesive, meet the affected area with either FyerGuarr mwA- or fl=v-bacli c, Weld the smooth-bacit edges perspecification, or strip mm) remftirceil smoodi-bacit membrane half on the, sheet and half on die tord. Fjtd Lips for Ewr(oxard* f1mce-back membraties me made by butting adjacent, sheets and beat welding an 8" (M mm) wide over the Johits, Or, cut a flashing strip of smooth PW membrane of the same thiclme� as the field shmL d. Finish off the process by adding EverGuard* TPO Cut Edge Sealant is necdc& Field Seaming t. Fabricate Heid searm ung a current-gaterafion f tf hot -air -welding machine and a 10,Wwaft voltage- cantrollixt gena for mmimum. in addition, fabricate detail searas with au ed hot-air welders Outdated welding equilintent and inadequate or fluctuating c6incal power are the most common causes of poor seam lis, Cautions and sings, 1, Any attentpt to tun a robotic welder at a speed greater than 16 A, (9,6 rrrl/ms`n,may resultin defective seam Wds, , ceding theVeed of the welder tuts fast can also paw potential problems with the ability of the or to maintain control of dw welder, This as particularly true in remofing or tz: a tC& . Rdwfic welders running too fast may not allow it* WwAor to monitor the D. " l minitnum weld mid mom that crifical T -joint areas have a correctly .The fort must keep in nand the relationship r ambient t ter a an is wetifing Veed or order to achieve aspec weld. . lixTeasing die speed of the robotic weldercan also compraimse the appearanceof a non -bonded cyst 3.12 Muhing Refer to the construction details at the end of tris Manual, °air requirentents for typically« encountered condthom Ingall flashing materials as shown in the construction detaik A. General noo� and flashing acreviories as appropriate to the site �: M I All FverGuzdO coated metal and mernbrane flashing corners most be reinforced with pre4on-ned comers or non -reinforced mendscine, iAll flashing menbranes anit accessories am to be heat welded to achieve a minimum 2" (51 rum) wide using Seclo)(13,11 F5, 4. All cut edges of minforced TPO must be scaled with FyeK;uard* TPO Cut Edge Wait. 5. When using x be e, specific to mernbrane and "tent weather conditions,6. Minimurn flashing height is W (W3 mrn) EE x membraneYou must go past 6' 0 52 runt), urove the attachnient to the vertical substrate. & Installation of Eve6trard' PVC flashing tinderover "halt -based adwates own have a Ali sheet or approved insulation boa* meW, wood, etc., the KC flashing nuanbrarit Ape, thidaim s color as the roofingx 10. For granulated modified bitumen flashings, a *pamor Awt in" be installed for dry -hung Owdring, be, installed. 8 EverGuaW f L EverGume onated metal flashing allows much of the metal -work used in typical mofing applications to benefit Coffewuhng reduction in reituired metalwork maintenance during the 1* o(OW rotting system, 2, EverGuardt x natal musl be formed in =MUMwith construction details aid SMCNA guidefinm x Hange edges wherim possible to prevent, wearing of die rooting and flashing membranes at the flange edie S. EverGuard* awed nietal flashings am attached to wood deck or to the wWl or curb in accordanoc voth construction derail requiranenL& x, r C. Adhered Reinforced e Flashing - Smooth Surface I Oten using EverGuW* TPO or PW adhesives, use any M ANOW W" 3, Application ofbonding adhesive e 9. Alternatively, the Wruard* Freedixit" Systent can be used for fimhaigs, Consult the EverGuare Freedom— Man" for instaflabon instructions, IM K Also availableComer Curb Wraps, consisting o(apre- limited combinationturner and ;flashing pieces that are 12" (305 Hurt) in height and can be ordered in various, inns 7lm pre-fabricatedcorners can be configured to fit 13.5* 13.5` (3 ).19.5" x 19.5" ( mm x 500 mm); 25.5" .x 25.5" (38 men x 638 r)¢ and 31.;5" x 31.5" ( ) curb flagnngs� These Wrings may be dry hung or fully adhered in place. For fully adhered flashing alipficatiorts, prime ilio waUs before using adhesrwe to adhere the membrane. 11. Meyer use any TPO Primer or TOPCOAr mace Seal 513 Primer to prone walls to accept adiesives; only use the adhesive you are using for a primer to prime the , Adhered Reudorced Idembrafte Flashing g - Fl L Apply bonding adl to the substrate at the rate of1 sq. ft/gal (.2 sq. in) for water -rased adhesive. 2. The bonding adhesive most remain wet to the touch for one - surface applicatuiris,one- surf 3, Apply the adhesive only Am the outside tentlaaerre is obove 40"F (4A*Q and fising, 4ficamin temperatures abow 507 (1011C) are recomirmided to allow eager adhesive application, 4u When installing to a vemeal surface, the material should be aided in with hand rollers should have top edge tertamation installed hurnedigiely to avoid slippage. For bat results, flashings may need to b rolled inseveral times with a hand-held, silicone tuner. 5, Non -selvage edge lain EverGttaW§ F6ce-Back and EverGuard s F Rade flashingmembrane made ybutting , Fleece-Rack t sheeds and heat weldingan #i" (203 ) wide Flashing step of E u flashing mernbrane ow the joint, End 1 for E a fleece- Back inemirrarres am made by boiling adjacent sheets and bear welding an d" (203 ) wide EverGuaW rdrdirced membrane flashing strip over the joints or, cyst a flashing p of smooth PVC areerArrane of thesarm thickness as tyro field shea All TTIO crit edges on reinforced membranes utast be sealed, with EverGuardO TPO Cut Edge %alant, a. For exte -ngdr guarantees, a counter flashing must be used. nination bars are net acceptable. E Wise Reinforced Membrane flashing 1, For extended4ength guarantees, a counter flashing must he termination bars are not acceptable, 2. Carehilljr position tyret flashinmernbrane in noe with heat -welding g r � a ion to avoid " and buddes. T Porous substrates may require double application uf 3. All laps in EverGuardO ri le reinforced flashing membraw must be heat welded in accordance with hea& For extended -length guarantees, *pivrate counter flashing t - welding guidelines. or cap flashing is required, exposed termination bars am no 4. Maximum Flashinaccelitabit g height is'2 " (00 ) unless, incrernental aaachnient is evied. F.Non-reirifixced Meadow, Flashing nMnvPeMMbrane'i6qTI installedintsvowu piece thai ex ' up the penetration and a horizoned piece that extends onto die "ng mernbrane. The two pieces are overlapped and heat -**W trigp(her i,The non-minforced vertical memlimue flashing may be adhered to die penetration surface. Refer to section 1,12 C3 tor Upoication histruction& 4. Finish d* perietration with FwrGueodi'lietween the pipe x,W die inimbrane; install clarniting band, and T()KOAr RexSeal Caulk Grade. 5. T -joint Patches a,, T -joint patches am to be a minitaurn 4" (10-7 mar) in sm and made of non-reftifirtced inateriaL They must be completely hot-air weldeil ova the T -joint at the intersection of the dime pieces of reinforced utembrane, During installation, care, must be, taken to "cmase-in" the mrsupparted meaditane at ffie three stqroff focations, Is, Pre-labricateil or field -fabricated min-romforced mernbrAnes that mairli the membrane being used in the held of the rod an accqaable for T -joints. c, T-Jvant patches to he made firm non -reinforced TPO, non-reftiftirced EverGuard Extreme, or tron-reinforced PVC� as aWticable, d- T�pvftrt patches are mWited on 60 and 80 mil TPO and 80 nol PW' oftly G, Roof Edging 1. TP O roof edge flashing is applicable for both gravel *W as or edges of parapet pot ufr to Ott EverGuiudO Cmw or any of the aluniomin fitscia to 30 years, use M or de d aluminum fascia axis only, 2 Flash roof edges wide EverGuard'a coated metals flx* edging with niiiia um 3" (76 rum) wide flange rented 4. (102 mm) ox, or Drill -Tee' screvs 12" (305 merit) ox. into wood mail °° Then heat weld an 8' (7-03 mm) M flashing stupor r (2o3 rum) we& field4abricated PVC ournbrane flashing strip to metal flarip and field menibrane. 3. Metal rord' edging nuist be provided with a continuous inetid hook strip to secure the low fascia edge, Secure the cominuums book strip to the building a mimmurn of 12" (305 nun) oc. 4- Aftranafinely, flash mof edges with a twpiece snap -orr hiscia, system, adhering roof membrAne to metal cant with bonding adhesive and face -trading dr membrane 9" (203 min) oc prior to installing the snap-irn fascia, M 5, CWrinized-based nectal edging may be flashed using EverGuariP TPO Cover Tape ofter pruning both the metal and die TPO ruernbrane for guarintee lengths tip to 15 Y"M 6. EmrGuard* TPO Cover Tape is a 6" ('157. mm) wide, non -reinforced TPO nwalmine backed vAth a butil tape adhesive. (lean the come surface to be coveted, metal and rod ineurbraire with soap and wakrt mid dry entire are -A. Wirt am to be printed with a damp wipe of EverCruarr TPO Cleaner. 7. iiia scarf mating with the butyl tape with ENXiGUW* M) Primer, keeping Prow only on the mdare receiving the paw on the h dte the hutyl adh rid mate the surf ate die thecover " at atea re latrl. mal all end laps, on seed F jrint in ti s with F uard* TPO Cut arrt G' (112 mm) past die intersection in 311 8, For 20 -ti ear guarantees or longer, use EverGuard* TPO Cover Tape Heat Weld. This is a hybrid cover tape coroisting of 6' (132'mm) of .045 tranforceii TPO meinbraneviath 3' (76 reart) butyl tape on half of the back- surface, Reler to Step 7 (above) and follow levicedures for the buqi tape epantfion, and installation, Thm hear weld die prcoveT law to die field membrane with a 2" (51 nim) timid wtd or L5" 03 mm) auto weld, to all roeudiraire-to-meritis rane Surfaces. Note-,m)y overtap evi& iiial be *pd in w0flasbaig Mad membrivie and mW" com#eldy tea rib the dIWI EzoVaard" MO Cut F4qe kd4ni iniAvt be mildhd on The buo# ade Om Me No HW cr hoor ball 109dher, % Fbvili mof edge scuppers with a scupper insert of L'mGuard* coated mend or an FwxGuatd9 pre -fabricated coated meW scupper that is mechanically attached to the roof edge and intepted as pad (i the metal edging 11, Paralret and Buddft WA V*A - adhered ru;a�brime 11whings, W" flashings, and toose- hungflashings- 2, Seem oremlimne 11zhing at the top edge with a term"on bar. Apply TOK(MI* FlexSeal Caulk Grade caulking between the wall surface and membrane flashing underneath all tiandriation ban, ENImed terunnation ban must be mechanically fiened 6" 052 non) o.c.; termination bars that am counter flashed raust be fastened 12" 605 mm) ox 3. Roofinembrane must be mechanically aaaM along the base of walls that are fizhed with meaft" flashing vdth serm mid plates/termination bar at fitstener spacing in accordance with in -lap attachment mquirtmeents, with a ir (joi nun) ox. miximum spacing, . AW counter flasltin fill rant r dry h maybraste wall fl tis red 2tt ars ` or 1(mug r. than 20 y ) Al � inati eidter l or rial, ratast Cdr 1 1PCi%Ai Ca Grade carding. 5. Flash wall scrippias wilt a scupper insect of 11vertlt coated mend that is mechanicalIy attached to the wall and integrated a 11aft of the n flashing. Refer to Sculiper sectiou for other detail Options. 6. MaXimum flashing fila vdihout intermediate fa 24* (610 mm) - Flashing • 5°° (1. m) —Adhered Flashing T AW CaP flashings must have continuous cleats or be fam-fastened 12" (.115 mm) o.c. on both the inside arid aside of the walk tl ,lass* ni board is NOT to be used as a sulistrate for fully adhered attachment sant malls, acrurding to the manufacturer. . the fii tilywimdAvood for parapet walls only if covered with an approned gypsum board for (fully) or Fa wards als'. adhered L Round and Square Tube Pene"Jors 1" Four options are a `lafile for penetration Bashi These are stepped pipe bouts; sort pipe are uibe wraM and fabrication dh unsupportedmembrane andtarrL 2. All flashmp require the installation of a stainless draw basad armord the top of the dashin the top edge and add draw bald with TOPCOA'f�FlexSeal Caulk Grade caulking. . Rolf membrane mbe mecfianically attached at the base of each penetration with seem and plates a maximum of 12" (3 05 ) o,c., with a un i curt of four fasteners, per penetration. . IrregularlySbaped Penetrations M, a. IM Installation d PVC acct pans requires dte flanp of the PVC sealant pan to be lastraud tdt a n ° iznurrr of 4 fasteners ler peneiration, A Mt tis ' die base Of the al t rd dt ( ant pan and h tar tfte Irz alis fns rsnear it rrutsi+ (laiiga all toiproperheitt :mbIdling ad dte Target. tl <ati , ad tk � is f tar dte ftald K TPO. Installation of ed TPO sealant pans requires field membrane *curenum around the tratst n, A minim f ()systern-appsilmaie saws plates required td the pendratnim A nvotbrane target ittuA be nistalled prior to tete installation of fir TPO sealant pan ifthe lw w Plates does not allow for d continuous 2" (51 t) weld of the lana pan flange, 1repedy heat weld the flange of TPO sealant pan to the fielMarget membram c If the stalant pan is crit to install ariatud the pertetration, die cut must be shipped in with a minimum " (102 mm) We non-rettiftirced membrane, The non- reinforced pr in membrane must extenda minimum of 2"` (53 anti) beyond the outside edge of the seakint pan flange and be folly (L Prior to filling the tt pan, the inside 'cal pan sides inust be primedwith, GAF printer, Fi L F-Vansounjoints 1. Install apansion joint covers at all flat type mid, raised, cudi-W espansion joints. There are cutter* three types of espansion joints aplivived for EvffGuad* �Weins, There am two prefabricated expa c�som joints, one each for Tpo mid PVC, TPO anct PVC also be field fabricated to meet mansion joint neW For RIC any prefabricated expansion jouit nwtal itailing strips mug be fastened to wow fia" or cuft or secured to walls with appropriate touts or EvetGuAre Drill Tec� Wersers. 2. Roof mendirane must be merharmally attached along the base of raised curb Mansion Jointswith screvn mid plates a monmurn of 12** (305 nun) ox, 3, FiWWon joint bellows most be twice the width of the mansion joint operung to allow for proper Wansiont offlu�wton� 4� MeW, nailing strip most be set in TOKXMI*l FlexW Caulk Gra& wAlaot: and secured idth lasteners and neoprene wa-dhers histened 6' 0 52 min) ox� I . Rod "its most be fitted with compression clamping rings and strainer basket& Both traditional cast iron and al "n drains, as well as retrolk4ype cog aluminum and molded plastic drains, an acceptable 2. Roof drains must be provided with a seine, 36"x 36" (914 mm x 914 nim) within asurnporl area if possible, Slope of tapered insulation within the sumped area must not exceed 4" in 12" (102 nun in 305 nan), 3- Wend the rooling mernbram over the drain opening, I,oc* the drain and cut a hole in the roofing menAirane cfirect4t over the, drain opening. Provide a/-.," (13 nun) meralwane flap extending past the drain flange into the drain opening. Punch holes through the roofing membrane at drain bolt locations. 4, For cast iron and aluminum drains, the roofing nienibrare must be set in a bill bed of TOPCOAr FlexSeal Caulk GrAde sealant on the drain flange prior to securing with the compression clamping ring. 5. For flecce-IntiA roof membrane applications, the fleece -back emmimme is cut just short of the drain flange. A separ& smuotti reinforced membrane chain flashing shed is heat welded to the toofing membrane and set into the drain above in a full bed 4 TOPC(Mr Flu -Seal Caulk Grade "ant and secured as above. 6, I)o WO Joe* lap seams athin the sump arm Where lap seams must be Imated within the smtap area, a separate smooth reinforced membrane drain flashing a minimum of 12" (305 min) larger than thesump area most be installed. ne manbrane flashing must be hear iselded to the roof membrane. Alternately, if the scam does not nut under the, clampmg ring, it can be comerl witit a 6* (15n),wide remkirced tnembrane strip heat -welded to the memlivine. 7.'ngliten the drain compreWon clamping ring in place, EF N. Scuppers I.EverGuardM"'coatedmetalrided scuppersmustbe re provided with a min, 4" (10-7 Twkli Range naW to wood routers, with Imoned edges and secured with continuous clips in accoulaw with the gravel stop assembly - 2, FvcrGuarP coated rnetal v. -Al scuppers must he provided with 4" (102 min) wide flangm with adiftional comer pieces pop -riveted to the flaW to create a continuous flange All flange comers must be mundect 3, InSWA wall scuppers over the roof and fl tan membrane and secure to the mof deckoMl with Drifl-Tec- Weners; 6" (152 mm) oc,, a minimum of -) fasteners per sib. t All corners must be irblumed with EverGuardPVC or EverGuard* TPO Universal Cortices or field fabricated from RvtGuard" nforced materials, 5, Strip in scupper with fl.Wdng membrane target slieet. 6. Alternately, a wall scupper bok may be field Hashed using non-reftiforretli flashing membrane heat w1deil to membrane on die wall face and roof de& Fidly adhere to the scupper ba and terimnate on the outside wall fare with a termitration bar and TOKOAr FlexSeal Caulk Grade caulking. 7. Evearr- TPO has pr&abricatedscuppers in standard and custom sizTs available, fAnsult your Teff iton, Manager or local dishilimor for details, 1. Field -fabricated wo-piece membrane flashings of EverGuare non-reid4ced flashing are typically hatalled at he auks. EverGuarP TPO and PVC have cone - t} �abri pie flashing that arra}work in diew membrane 'ling Membrane , may be ate tetrtperattre nary Treaters dot Comes into contact with the rilraarrl manbrane or Wong should not exceed 1601F (7110) or 1911°F (WQ for Everguard Extreate" cording sysuans 2. Heat stacks must be equipped with efther cone-sh vertical tube -type flashing sleeves so that the no= flashing is not direi* in contact vAtb the beater stact 3. Mee-hanically attach the nW membrane, to the structural deck math Drill -Tec- screws and plates arowid the penetration lww prior to flashing installation. 4. All stack flashings must be secured attheir!X e* by a staftilewsteel damping 1xvid over TOKOA FlexSeal Caulk Grade caulking, Seat the `l with TOPWAr AmSeal Caulk (trade caulking, 5. Field -fabricated membrane flishings may be adhered to die flashing slieve with EverGuardO IPO or EverGuardO AIC Bonding Adliesive, 1. E PVC roofing mernbrane is typically term `ail at PVC drain inserts ding tie nordirane to the PW-w*d drain flan (I available), or by securing tate mernbrane between the drain Range and the damping rim,.. . s haw an into TPO WWt membrane for welding to the Meld munbrane. 3. Drain inserts retia only be used in the ec t the origmal drain its damaged arul cannot be, repairedwithout complete relilacement of the draht, 4. All drains must be provided with a drain surnp of a 36" 14 ) is 36" (l minimum dimension, if possible, Pas b must be irAaW 12" (305 mm) o.c, ore minimum of 4 (four) per penetration. drain5'The insen is installed on top of the roofing ie aml is secured to the roof deck 6' (152 a) o.c. with 0611- Tee' ill-Te : . to reirtf' "n Flasliiii sliest is heat to e n ffa�n, is gilded to d ctarmpatim drraiii flange. 2. Install the drain clarnpingng it lc" & All drains must be provided with a stramer basket. Roof drAms must be open and functioning. 10. Cleaning the Iwo of the drain line is required so that the remifit drain will to the pipe. failure to dear this section of drain line can t the sealing of the drain and degrade the pertermance of the drainseal, Q. Wood Support Illociting 1, Wood support Working, y 4" (102 ) x 4" (1 02 nun), is usually installed under light-duty or temporary roof -mounted equipment, stalt as electrical conduft, gas fints, and condensation and drain li 1 Install wood support blocking over a protective layer o ll' 'uardo TPO walkway trips tar PVC walkway pads, Plate wood blocking on oversized slip diver, fold wo sides vertically, and f ds into the Mocking 3. if using pie -fabricated pipe stands with ru -filo* bases, no slip sheet is requiredw R. SaIdlite Dish St rt Bm 1. Install satellite dish bases owr a protective layer of /PVC membrane. S. lightning swression Clips 1. Secure. fightning supprimstm difr, to the rod surface by means of 2" (5e nim) wide FverCuan:16 PVC or Cw f g TPO Flashing membrane grips heat w1ded to the roof xmn M 5.12 Traft Protection X Walkw rolls to pads must be installerl at all roof access lorations, including , hatchways, stairs, Install w-Akway rolls or Paris at outer desi%a ria including. ' t ocati as traffic.of repeated roofuip 8, Walkway rolls or pads must be spaced 6" (152 nun) to allow for drainage, C. Hear weld > rolls or pads to the rod ineadmine surface continuously aroundthe walkway perimeter, ll, TPO walkway rolls may A be installed with VO pnmff and 3„ (yb y"h* rill or banish the TPO primer on the back of the TPO hill along the edges anti down the middle of the length of the rill. CJcan and prime, the rod memimine where the mll will be instafled, Install tape to the back of the tell where cleaned (edgm and middle) and roll in \ eth a sib ie hand rofter.1 the release paper amid Install the taped rolls directly onto tlhe toof membrane, Sean the roils by tolling into place, 3.13 Ternprirwy Cl A. "lire roofing installationrm est be made waterfightat the end of a day's activity to prevent water Infiltration into the completed mrifing system installation. R. complete all Wrings and temumaeors as the mofing installation Ste C. At the edge of the cmupieteil tooling syAmi installation, extend ilia metingro arrtinirrit of ," 052nim) I ,rind the the reading membramto the surrounding or sulistrate surfiice with hat asphalt or foam sealant, D. ft aria all tt right - l rumefials poor to continuing with the rod installation and dispose of property. A. hispect completed roofsections on a daily basis, it is the contracWs respingliflity to limbe all heat -welded ams and perform an adequate number of stain cuts to asceruan seam co B. lntedtaly correct all defects, irregularities ', and deficiencies identified during "- `dais. All voids that am found must be patched over per Vecifications, Do NOT re-ld searn voids more than 24 hours After initial welding of the scam, C. Remedial work must be petfornied with tilde materials and in a manner consistent with tie balance of tie toofing itaillataxi so as to minimize, the number of repait patchm. D. Excessive will require rcoacenient of the entire affected membrane i ri from lap to lap. 3,15 CIMing Remw bonding adhesive, bituminous tr 'rr s, and WW corrtarninnauts front fiWJW surfa s. In areas Caere finished surfaces soiled by asphalt or any Wier source of sidling caused by work of this or offier consult imulufacturer of savxs for cleaning advice and conform to those instructions, tt, Cut out said rernove anys n ' mwith solvent -based adheft bilminnous t arlsi, and other contaminants from finislied surface, Repair sheet damW cleaningby fitst the areawith an all-purpow clemier, then rinse off soapy residue. Rewfivate membrane using the appropriate EverGuare cleaner, wiping with a damp (not saturated) rag. Cocirlifete repair by installing a patch of ld material tofic: systern requirements. A. Upon completionof the roofing system, the omw thtrttld establtsh a serru-)mrfi, inspection and maintenance , un in accordance with slamlard good mofing practice arad guarantee mquirenveots. B. RqWr cuts, punctum other to darnage by cleaning memlimne Ove section 3.11 fi), followed by heat welding a metninane repair Palch of sufficient, size to extend a minim of " ( f ) beyond the damaWd am. i heat lding to the top o(the existing manbrane i "IndwUve, the patch must be ha the underside cat dx- existing shed after proper prepatzon. tI my darnar to adhered membrane areasor at locations of inechanical attachment, including insulation, must be repaired so drat the `. a' fully dl or mechanically s ll , IM WAIL NAME L NUMBER PAGE ROOF MFMBRW LAYOUT 101A 47 SIDE LAP 102A 47 COVER SI END LAP 103 48 END LAP 104A 48 T -JOINT COVER PATCH 105A 49 ROOF ARZONE YOUT 106 49 RIDGE I 1 CIA 50 CRk GE OF PLANE 11.2 50 VALLEY 113A 51 CUT EIDE SEALW 115 51 MEMBRANE EDGE 116 52 CA)A TD METAL ROOF EDGE 202 52 COATED METALJOINT 204 53 SXAP-ON FASCIA ROOF 1E 206 53 ROOF EIDE W11,11 TPO COVER TAPE 213 54 1 COVER TAPE OVERLAP AT ROOF EDGE 215 % METAL DRIP EDGE CORNER 216 55 WAIVCURB, FLASIIING WIT11 TERMINATION BAR 302 55 NEW CONSTRUL'TION Willi WALL CHAP 101 56 WALL SITING WITH COATED METAL EDGE Y4 56 ALTERNATE WALT BASE TERMINATION 3017 5 COATED METAL WALL FLASHING 308 57 COAT`ED METAL WALL SCUPPER 311 58 VERTICAL WAIL EDGE TFRMI TTION WITH COATED METAL 314 58 R,TA. STRIP A INSIDE CORNER REINFORCEMENT 326A 59 INSIDE CORNER REI IFCIRCE ENT-PREFOR E 1 CORNER 327A 59 OIJISIDE CORNER REINFORCEMENT -PREFORMED CORNER 329A 60 FACTORY FAIIRIC TED EXPANSIONJOINT-FIAT TYPE 401A 60 FACrORY FABRICATED ' SIC?N JO -C I1 TYPE 402A 61, FACTORY FABRICATED WALL I PAN ION JOI _:R T TYPE 403A 6 TERMINATION AT R.T.U. WITH WELDED LAP 503A 62 TERMINATION AT R.T.U. WITH COUNTER FLASHING 500 62 PREMOLDED VENT BOOT FLASHING 506A 63 DRAIN -STANDARD ROOF DRAIN FLASHING513 63 POURABLE SEALLE KET 525 64 HEAT-WEWED WALKWAY INSTALLATION 604 64 NOM Refty to www gaf com for a cmoete I%at cl accqtble GAF RoAng t-Maih Im 0 m m I I m m I I I LAW a 91 0 0 '61 a] I N 9 I 10 I I M R I I I m I I m m I I UR - I 0 El I I F PE d a Ze A . PE d a Ze A . I m M. I \}/ \\ \ \)\ )\ El I I all I I 11 F4 R , all IN m FOR OFFICE USE ONLY City of DO to: Wh6atI)s', c J� COMMUNiTy DEVELOPMENT plan1permit# t, Building & Inspection Services Division 7500 W2e Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit -A pli at* , p ic ion Please complete all highlighted ar'"S on both sides Of this form, lar-omplote applications may not be processed. -IV *VC Property Address: �13 4117 Propeq Owner (please print): 14 Phone: 20411 Property Owner Email: Mailing Address: (if different than property address) Address: / ;? 16_ 1,4J �OP3 4-v 4jrWl Rj,kJ'> City, State, Zie:, 44kkkt�mb ArchitecVEngineer E-mail: Phone-. Contractor: Contracfor s'City'Llen se t: Contractor E�-mail Address: Sub Camra otors: Electrical: Plumbing: Mechanical: W.k City License # Wk City License # W.k City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Sq. Ft,/LF Eau's {gallon 4 Amps Squares ��,'Other EO/T8 39Vd SNDIIV83dO ose6save0c zc:eo 9TOZ/17T/ZT ,.'�'`�" a tt un, " ��> rx#i�vsSe���Sb�E cif t wmKM'�, �u Nam �, � �van= ¢� ,� ,�?�'�+ U W Sc `&. '*'k d'kr # a�» " Yy �S 5 s. e r Y �t .r t~ E 's�Fr 4L.a {3a z . t `s ;ar. yFt" -, °°` �' a a;°Av . 5 Yt v a xd xR SC i�:t %a d t ` 6 i#as. a 41 % ,� �r a € � t ta. M>t• .� c Y a � r s x M : �t, '�# � r ¢ " s G . fia . Na, .,i•'"w ,. °a: °.A'r* xt.§ '^a4 �" �ss'� � �,, .. k .4�, u k � "rs � ��, i.:� s`yM a ±ai.. CO/Zed 39Vd SNOIIV&3dC 006COME -fit OZ t7T /ZT DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M941~19170 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. TMIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ,y8 f~ tPP ICATION fOR MISCELLANEOUS PERMIT fj JOBADDRESS ~ OWNER c..~ a / ~ r..',o:: tF$ ADDRESS f~,C) V LJ L7a..c/ 4t /o/ SSfcr CONTRACTOR - ADDRESS ~a SC) [ J ` / l S I'h Ql, PHONE S S' 9, ZIP CODE ~ 222 CITY -!Orou.r. p :e IcA ZIPCODE 902-)" CONTRACTPRICEJ$ o uJ PHONE 'y 46 8/1 LICENSE NO. ~ j~~ DATE ~ 52 1. TYPE Ground❑ Woll❑ Proiectinp❑ Othn SaDFOas SIGNS 2. MATERIAL 3. ILLUMINATION YO;Q No❑ Type Tofel Squme Fad - Eioef. Pvmif No. 4. SET BACK FROM PROPERTY LINE N (Spxily whien is fronl l _ ❑ S_ E ❑ _ W ❑ ❑ Zone _ Apprwed,Zone Uspecta Di"ppraed I. TYPE SolidO Mora Than BO% ODenO Less Than 80% Open 2. MATERIAL HeipM FENCES 3. SET BACK FROM PROPERTY LINE N (Spetify wNieA is f.ont) _ ❑ 5_ E ❑ _ W ❑ ❑ Zme _ ApprwW,Zone Iropeeta dsopproveA -~oc -Pc..- I o i S r o' . 2 OTHER 3. G r 4,A i /yc DRAW SHETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHERSTRUCTURE,GIVIhi (SETBACKS OR PROJECTIONS INCLUDED) STREET NAME SNOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, ANC DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE OISTANCE. INSPECTION TICKET JOB ADDRESS o "f" DATE: BLDG. PERMITN 19 I7 nPERMITX BLDG. CONTR. ~'~7 v'~ SUBCONTRACTOR DATE INSP. REQ. 4' o APPIICATION FOR PLUMBING; ELECTRICAL THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK OP TYPE OF INSP. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT INSPECTION MA(D'E SiATE LICENSE N0. I~ REMARKS ~ ALUMINUM WIRE UNDERSRE BILLEGAL FLOOR BSM IST 2NC Np. WATER CIASET TEMPORARY METER WASH BOWL NEW SERVICE - AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER IIGHTING SINK W.R. FORM 619 HEATING GARBAGE DISP ~ POWER SU6-QFCUtTS WATER HEATER UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASHER FIXTURES DISH WASHER /W I l1MNI Rr 0/IfIN11LCR JTJ I CM WIRING MOTORS 8 CONTROLS FIOOR DRAIN ELEWTOR SIGNS URINAL TRANSFORMERS 6 RELTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I MP TOTAL FI%TURES I hareby ocknowledpe thot tnis aDDlica- PERMIT FEE tion ia tonect and undersfond thaf I USE TAX tannot ftort this Drojbtt until ihis oDDli- cation is apvrovee. I snoil comply with TOTAL FEE Me lows of 1he Slofe oi Colorado and to - fhs ZoninQ ReQulahone and Buildinp APPROVE[ Code oftne City of Wneai Ridpe. Any DIS violation of the above terme will cause CHIEF B111LD immediale revocohon of Ihis Dermit oc $~a (_Or) sy-F ,City of fteat Ridqe Date Issued OT VALID UN 95 RECEIPTED N #60' 3 ~i ~-~-9v ' -rf 3b' ~_r~' CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS