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Permit D19-0238 - PACIFIC COURT APARTMENTS / BUILDING B - EXTERIOR UPGRADES
PACIFIC COURT- BLDG B 4028 S 146TH ST BLDG B D19-0238 Parcel No: Address: �\ �"^�xx ��� �^°"^U ~°U~� ��' vK�nx���na Department of Community Development 63OO6outhcenterBoulevard, Suite #1UD Tukwila, Washington 9D1D8 Phone: 206-431-3670 Inspection Request Line: 206'438-9350 Web site: http://www.Tukmi|aVVA.wmv DEVELOPMENT PERMIT 0040000250 Permit Number: O19-0238 Project Name: PACIFIC COURT - BLDG B Issue Date: 10/4/2019 Permit Expires On: 4/1/2020 Owner: Name: Contact Person: Name: Address: HOUSING AUTH 6OOANDOVERPARK WEST, TUKVV|LA, WA, 98188 7OOANDOVERPARK VV'SUITE [, Conum#nn Name: AMER|CANWEST CONTRACTING OD License No: AMERIWC938LK Lender: Name: KING COUNTY HOUSING AUTHORITY Address: 7O0ANDOVERPARK VV-SUITE C' TUKVV|UA,WA, 98188 Expiration Date:G/29/2OZ1 DESCRIPTION OFWORK: EXTERIOR ENVELOPE UPGRADES INCLUDING REPLACEMENT OF EXTERIOR SIDING, ROOFING, TRIM, SOFFITS, WEATHER PROOFING, ALL WINDOWS, DOORS, LIGHTING, GUTTERS AND DOWNSPOUTS. DEMO AND UPGRADE EXISTING ROOF MEMBRANE AND EXISTING FLASHING AT CURBS, DUCTS, VENTS AND SIMILAR PENETRATIONS. Project Valuation: $375,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $6,900.31 Occupancy per IBC: R2 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[29G48B: y Code: Public Works Activities: Chan ne|ization/5thping: Curb[ut/Acces$Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUnO/OvenizeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut 0 Fill: O Number: U Permit Center Authorized Signature: � Date: 1����~ '' I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancelthe provisions ufany other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit, Signature: ��s [Y��� k ^X~— � ~�. Print Name: C i� Date: [�� rd- ` ~ This permit shall become null and void if the work is not commenced within 180 days for the datecfissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' Z: Work shall beinstalled inaccordance withtheapprovedconstnuctiondocumenLs,xndanychangesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction docvmentsshaUbekeptotthesheofwm,k and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|e17V53. 5: The special inspections for steel elements nfbuildings and structures shall berequired, All welding shall be done byuWashington Association ofBuilding Official Certified welder. G: The special inspection of bolts to be installed in concrete prior to and during placement of concrete, 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in otimely manner. D: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report sha/|beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition uffinal inspection approval. r � 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 17: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670), PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0612 EXT ROOFING INSUL 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0103 PRE-REROOF 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI-CAST-IN-PLACE 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4004 SI-WELDING 4032 SI-WOOD CONST 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:i/www.TukwilaWA.gov Building Permit No. ''cc 0138 Project No. Date Application Accepted: Date Application Expires: 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: 004000-0250 Site Address: 4028 S 146th Street, Tukwila, WA 98168, Building B Tenant Name: King County Housing Authority PROPERTY OWNER Name: King County Housing Authority Address: 700 Andover Park W, Suite C City: .S.eattfe- maA41.44 State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Michael Cuadra Address: 700 Andover Park W, Suite C City: Seattle State: WA Zip: 98188 Phone: 206-574-1219 Email: MichaelC@kcha.org DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip: Phone: Email: GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: New Tenant: Floor: . Yes No ARCHITECT OF RECORD Company Name: SHKS Architects Address: 1050 N 38th Street City: Seattle State: WA Zip: 98103 Phone: 206-675-9151 Email: levij@shksarchitects.com ENGINEER OF RECORD Company Name: PCS Structural Solutions Address: 1 01 1 Western Ave #810 City: Seattle State: WA Zip: 98104 Phone: 206-292-5076 Email: dtappel@pcs-struclural.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: le-ifJC, C.o/1-)14 14 ot/StriG pivrlioelri Address: /OD pa.n? cri ra. epemc 1.4 , City: State: to, :-. Zip Wie-VidilA 'II SO MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: WAPermit Center (Rachelle)tApplications \ Word\ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ $375,000 Describe the scope of work (please provide detailed information): Exterior envelope upgrades including replacement of exterior siding, roofing, trim, soffits, weather proofing, all windows, doors, lighting, gutters, and downspouts. Demo and upgrade existing roof membrane and Existing Building Valuation: $ n/a existing flashing at curbs, pipes, ducts, vents, and similar penetrations. Will there be new rack storage? D. Yes V. If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 4,060 SF no no no Type V-B R-2 2ndFloor 4,060 SF no no no Type V-B R-2 3rd Floor n/a n/a n/a n/a n/a n/a Floors thru n/a n/a n/a n/a n/a n/a Basement n/a n/a n/a n/a n/a n/a Accessory Structure* n/a n/a n/a n/a n/a n/a Garage ❑ Attached 0 Detached n/a n/a n/a n/a n/a n/a Carport n/a n/a n/a n/a n/a'' ' n/a ❑ Attached ■ Detached Covered Deck n/a n/a n/a n/a n/a n/a Uncovered Deck n/a n/a n/a n/a n/a n/a PLANNING DIVISION INFORMATION — 206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 13 Will there be a change in use? 0 Yes Compact: Handicap: 2 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 1 ❑ Sprinklers Vr Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage'or use of flammable, combustible or hazardous materials in the building? 0 Yes Fif No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) " WO # ❑ ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size " WO # 0 Deduct Water Meter Size " 0 ...Sewer Main Extension Public 0 Private 0 ❑...Water Main Extension Public 0 Private 0 W:\Permit Center (Rachelle)\Applications\Word \Construction Permit Application Revised 6-2019.docx Revised: tune 2019 Page 2 of 3 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER 0 THORIZED AGENT: Signature: Print Name: I<AAVIV Mailing Address: 1.040 5011'‘ < Date: Day Telephone: 7.01a, ••• 614 -4141 evE nTrte L4) "101°3 City State Zip WPerinit Center (Rachel leMpp lictit ions \ Werd‘Contdructinn Permit Application Revised 6-20 19.docx Revised: June 2019 Page 3 of 3 DESCRIPTIONS ACCOUNT QUANTITY PAID $11,174.50 PermitTRAK D19-0237 Address: 4028 5'146TH ST BLDG A Apn: 0040000250 $4,271.80 Credit Card Fee $124.42 Credit Card Fee R000.369.908.00.00 0.00 $124.42 DEVELOPMENT $3,951.08 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE t $196.30 TECHNOLOGY FEE R000,322.900.04.00 0.00 $196.30 D19-0238 Address: 4028 S 146TH ST BLDG B Apn: 0040000250 $4,271.80 Credit Card Fee $124.42 Credit Card Fee R000.369.908.00.00 0.00 $124.42 DEVELOPMENT $3,951.08 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $196.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $196.30 D19.0239 Address: 4028S 146TH ST COMPLEX Apn: 0040000250 $2,630.90 Credit Card Fee $76.63 Credit Card Fee R000.369.908.00.00 0.00 $76.63 DEVELOPMENT $2,433.83 PERMIT FEE R000.322.100.00.00 0.00 $2,408.83 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $120.44 TECHNOLOGY FEE R000.322.900.04.00 0.00 $120.44 TOTAL FEES PAID BY RECEIPT: R.18712 $11,174.50 Date Paid: Monday, September 30, 2019 Paid By: MICHAEL CUADRA Pay Method: CREDIT CARD 042455 Printed: Monday, September 30, 2019 4:07 PM 1 of 1 SYSTEMS • Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER ;BLVD TUKWILA, WA 98b88 206-433-187Q CITY OF TUKWILA 0017340000802374*64500 Date: 09/30/2019 64:05:41 PM VISA CARD NUMBER: TRAN AMOUNT: APPROVAL CD: RECORD #: CLERK ID: X CREDIT CARD SALE R-E-P-R-I-N-T **********8721 $11,174.50 042455 000 Rachelle (CARDHOLDER'S SIGSkTUREI I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISS6ER AGREEMENT (MERCHANT AGREEMENT IF CRIZIT VOUCHER) Thank you! Merchant Copy httus://www.mvvirtualmertha .com/VirtualMerchant/transaction.do?dispatchMethod=pri... 9/30/2019 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/30/2019 04:05:41 PM CREDIT CARD SALE R-E-P-R-I-N-T VISA CARD NUMBER: **********8721 K TRAN AMOUNT: $11,174.50 APPROVAL CD: 042455 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://www. my virtualmerchant.comN irtualMerchant/transaction.do?dispatchMethod=pri... 9/30/201 9 I '\ .,, ,,. DESCRIPTIONS ‘ ACCOUNT i QUANTITY , , PAID PermitTRAK $6,869.73 D19-0237 Address: 4028 S 146TH ST BLDG A Apn: 0040000250 $2,628.51 Credit Card Fee . $76.56 Credit Card Fee R000.369,908.00.00 0.00 $76.56 DEVELOPMENT $2,551.95 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,551.95 D19-0238 Address: 4028 S 146TH ST BLDG B Apn: 0040000250 $2,628.51 Credit Card Fee $76.56 Credit Card Fee R000.369.908.00.00 0.00 $76.56 DEVELOPMENT $2,551.95 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,551.95 D19-0239 Address: 4028 S 146TH ST COMPLEX Apn: 0040000250 $1612.71 Credit Card Fee $46.97 Credit Card Fee R000.369.908.00.00 0.00 $46.97 DEVELOPMENT $1,565.74 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1818 R000.345.830.00.00 0.00 . ; , • $1,565.74 6,869,73 Date Paid: Wednesday, July 24, 2019 Paid By: MICHAEL CUADRA Pay Method: CREDIT CARD 087210 Printed: Wednesday, July 24, 2019 10:20 AM 1 of 1 SYS7EM5 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/24/2019 10:19:25 AM CREDIT CARD SALE VISA CARD NUMBER: **********8721 K TRAN AMOUNT: $6,869.73 APPROVAL CD: 087210 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 Project: - Type of Inspeo : BVr p)N 1 rnA-t_ PAC/ le COOR7r Address: 072e,r Date Called: Special Instructions: Date tarited: a.m. p.m. Requester: P one No: ved per applicable codes. Corrections required prior to approval. Inspe Date: REINSPECTION E REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedu[e reinspection. INSPECTION RECORD Retain a copy with permit L40 .PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pici-e) 3e Project: Type of lr spec ce tion: Add ess: Date Called: 5 ecia Instructions: 1--D/A/ & -Date l aned: a.m. •l il1ifl-. Requester: Phone No: _ proved per applicable codes. 0l MET /car required prior to approval. .• s nspecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit pt9 -oz3q Dom(-o238 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: Address: Date Called: , Date Wanted a.m. p.m. Special Instr ions: 4,47-4-4-- L!YSUl WT77+1v 6-4"L iN .ram Phone No: .. Approved per applicable codes. Corrections required prior to approval. CO ENTS: r 49're"142* '--4e/ �-- ,-�/ REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call, to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ct: ram$ C T`7 a f,ec on: DateCalled: • Address: 6Z a `,, Special instructions: Date 1t `anted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspec Date: 114, Y- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cate to schedule reinspection. multi. 1.30 OS Means; Lab r-08 Res'! 1d=demo; 2b but CSI Number 3 Descriation Cre Daily Output'; Labor Hours Unit Bare MalDBRES DBwLB- -Bare Labor 1 Bare Equip, I To Note 4 5 061110406020 Aft FRAMING 6 0.008 61110 40 6020 Wall Naming, plates, unheated, 2' x 4" 7 8 9 10 12 14 16 17 18 19 2 0.505 10 40 6020 FRAME AT (E( OPENING 0.505 I061110 40 6020 Wall framing, plates unheated, 2" x 4" 0.115I061110406140 Wall framing, studs, 2 x 4", 8' high wall 0.043I061110406140 Wall framing, studs, 2°x4",8'high wall 0.505 06 11 10 40 6140 Wall framing, studs 2 x 4", 8' high wall 2Carp, 2,287.00 06 25 13 10 2100 DOOR INTERIOR TRIM 6.27 2 Carp 8.5 2 Ca 0.53 2 Ca p 0.92 2 Card 0.53 39.2457 M.B.F.; M.B.F.! 39.2457 5.28 29.43 39.73 22.6083 M.B 241 0.00i 7.75',Mal-'! eans, . • 33326 2943 39.73 78733 2b 2b 2b 0.00' 1,120.59Mat RS Means; labor•DB Res 2b 511.50 29.43 39.73 696.14 0 00' 1,207.641Mat.-RS Means; Labor-DB Res ; 2b 22.6083 M.B F 28.16 29.43 39.73 0.92 22.6083 M.B.F. 2,287.00 06 25 13 10 2100 ,Hardboard paneling, moldings for, wood grainedMDF 2Carp, 500 0.0416 L.F.11006.28 775 0.0273 S.F. 31.36 333.26; 29.43 39.73 8.2 64.000 09 2910 30 2090 j Gypsum wallboard, on walls, standard, *compound skim coat 2 Carp I(level5 finish), 518'thick 20,064 09 29 10 30 2090 Gypsum wallboard, or walls, standard, *compound skim coat (level 5 finish(, 518" thick 12,627 '099123740840 PAINT INTERIOR WALLS AND TRIM 12,627 '099123 74 0840 Paints & coatings, walls & ceilings, interior, concrete, drywall or 1 Ford' plaster, zero voc latex, 2 coats, smooth finish, roller 2,102 '1122116131500 BLINDS 8.1 2 Carpi 775 0.0273 S.F. 3832 000 66.481Maf.•RS Means; Labor-DB Res 2b 453.56 0.00 786.82,Mat.•RS Means; Labor-DB Res 2b 2b 29.43 39.73 29.43 39.73 3,779.93 0.00 6942 0.00'' 156 83 29.43 39.73 800 0.013 S.F.! 2,651.67 28.26 38.15 2102 12 21 16 13 1500 Blinds, interior vertcal, 3" to 5" PVC or cloth strips, minimum 1 Carp 460 22 0.0221 S.F.; 18,60270 29.43 39.73 I I 347.16 4,786.21 Mat: RS Means; Labor•DB Res 2b 100.78 Mat: RS Means; Labor-DB Res EVI WED FOR COD'EtMPLIANet APPROVED 1,545.65 000 503.99'!Mal •RS Means; Labor-DB Res 8,914.19 Mal: RS Means; Labor-OB Res 2b 2b 2b 2b 20,448.3 2b -RS Mears eEsLabor-DBRes I 2b CffY OF TUK1NILA 23 24 Build 25 General Requirements 1 01 21 16 50 0050 BIDDER DESIGN COSTS FOR FALL ARREST ANCHOR AND CABLE, 26 LOCATIONS SHOWN ARE DIAGRAMMATIC 27 28 1.0001012116 50 0050 'Fall Arrest Anchor conceptual schematic design 3.000 0154 23 804200 ,Staging aiddall protection equipment, U-Bali roof anchor, permanent, buy 29 30 7.12 13 015423805420 FALL ARREST ANCHOR 7.12 13.000 0154 23 80 5420 Staging aidtlall protection equipment, installation of U-Bolloof 2 Carp anchor, permanent 31 32 Masonry 47 04 05 23191200 47.00E14 05 23 19 1200 34 Metals 35 16 05 05 21 90 4010 256.000 05 0521904010 36 37 52.000 05 05 23 251750 516 05 12 23 40 0470 38 39 40 41 42 051223400470 184.800 0512 23 652100 221 05 15 16 70 0200 2.210 051516 700200 43 45 City of Tukwila BUILDING -DIVISION faER1IT CENTER 26 Project Ea. 442.E 0.00 500000 0.00 000 0.001 I 5,000.00 MaI:RS Means; Labor-DB Res % 2b 442.00,Mat. RS Means; Labor-DB Res 2b 2b CRAWLSPACE VENT, SCREENED,16"X8" 6.28 Vent box, foundation block, galvanized, 1-114'Thick, 8" high x 16" 1 Bric long, excludes damper METAL AWNING, 3.5' X 3' X .25" GALVANIZED STEEL PLATE 5.4 Welding shuclural steel in field, leaning 8 welding plateslbarslrods to existing beamsicolumnsltrusses High strength bolt,1.114" dia x 8' 1, A490, ind washer & nut ANGLES FOR PARAPET BRACING 4' OC, L2.5"X1.5"X.25", 4 IF EACH Angle framing, structural steel, 25'X1,5"x114", field fabricated, Incl cutting & welding Steel plate,114" T, warehouse price, no shop fabrication FALL ARREST CABLE Wire rope, temporary cable safety railing, one strand 112" diam, rid. 100' able, 2 eye bolts, 2 thimbles, 6 clips,1 tumbuckle, labor o instal and remove 35.900 05 5213 50 0935 METAL HANDRAIL 135.900 05 5213 500935 Railing, pipe, steel, wall rail, galvanized,1.114" diameter, shop Lfabncaled 40 0.52 0.00 29.43 39.73 268.58 0.00 268.58Mat•RSMeans; Labor-DBRes, 2b 2b 30 0,3471 Ea, 88125 2943 3973 64815 0.00 1,529.40IMal RS Means; Labor•DB Res ( 2b 2b E14 12 0.8671 L F 35328 5701 7696' 11,08417 211200 19 549.45 Mat •RS Means; Labor•DB Res 2b 1 Sswb 70 0.1482 Ea 90 0,3471 L.F. 7.12 6,136.00 0.00 0.00', 0.001 1,55316 6282 84.81' S.F.! 1,663.20 6,136.001Mat: RS Means; Labor-DB Res 2b 2b 15,189.24 561.601 17,310.00'Mat: RS Means, Labor-DB Res 2b 0.DD 0.00 0.00I 1,663.201Mai RS Means; Labor-DB Res 2b 26 2 Sox 2 10.4 C.L.F.' 5,7 8.000 05 5213 50 0935 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 5.13 8.000 46 05 5213 50 0935 Railing, pipe, sleet, wall rail, galvanized, 1-114' diameter, shop fabricated 47 4 895.05 69.031 93.19 2,141.89 0001 3, 036.94;Mat: RS Means; Labor-DB Res 1 2b 2b E4 213 0.195 L.F.' 3,737.25', 65.73 88.741. 2,351.54, 63.87' 6,152.Mai.RSMeans' Labor•DBRes 2' 2b E41 213 0.195 L.F. TG055133.03 (M ROOF ACCESS LADDER 5.12 10.4TG055133.03[91METALS• LADDERS; 2-112 X 318 1N. BAR- 314 1N. RUNGS 11.7 LF GALV 49 50 51 52 53 54 55 56 E4 E41 EA 0.3666 LF 0.6032 LF 220.00 $749.84 1 65.73 88.74 138.43 3.761 362.19,Mat: RS Means; Labor-DB Res; 26 2b $7,786,80 _ 65.73 88.74 173062, 6573 88.74 1455.89 $749.84',The Guide 26 $7786.801TheGuide 51730.62'The Guide $1,455.80The Guide 2b 26 26 6.14 2 CarpL 3,528 06 11 10 42 0605 BATTEN STRIPS, 3/4" X 2-1/2" 6.21 3,528 06 11 10 42 0605 IExlenor trim and moldings, band board, cedar, STK, 1" x 3" 1 Carpi 2 TG 05 5133.04 (MrMETALS • LADDERS; 20 FT CAGE LADDER 53,2 TG 05 51 53.01 (LPLADDER2.112X3181N.BAR 3141N.RUNG 27.2 TG 05 5153.02 (LA,LADDER PROTECTIVE CAGE ONLY Wood, Plastics, and Composites 2.066 06 11 10 40 6020 FRAME 18" PARAPET 2.066 051110406020 IWall framing, plates, unheated, 2" x4" 2b 0.53 39.2457 M.B.F. LF 1,3635' 29.43 39.73 3,22141' 0.00E 300 0.0351 L.F.I 1,581.601 29.43 39.73 4,919,94 0.00 4 584.97 Mat: RS Means; Labor-DB Res; 2b 2b 6,507.546RS Means; Labor-DB Res 26 Prepared by Tim Thatcher8/1512019 CORRECTION LTR# Page 1 M,1 � I 2 Oty CSI Number 1 Description 57 81.06066 16 26 10 0305 WO STAIR LOWER IANDING SHEATHING 81.000.0616 2610 0305 IUndedayment, plywood, undedayment grade, 314' thick, pneumatic 58 ;nailed 9 22,320 10616 3610 0505 ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5,1 22,320 10616 3610 0505 ',Sheathing, plywood on walls, CDX 318' dick, pneumatic Trailed 60 61 1,550 06 16 36 10 0505 WALL 18" PARAPET, SIDING ASSY 1 1,550 0616 3610 0505 ISheaththg, plywood on walls, COX, 318'thick, pneumatic nailed 62 63 320.064 1061636100505 FRAME AT(EIOPENINGSIDING ASSY1 320.064 0616 3610 0505 ISheathing, plywood on wafs, CDX, 318" dick, pneumatic nailed multi.' Crew 1 Da40utp4 6.5 2 Carp 1,612 6.2 2Carp; 1,3U Labor Hours ,l Unit Bare Mat, DB RES DB w LB B ' 0.013S.F. Mat R5 Means; Labor•DB Res 1d=dema; 2b=build eEquip, ) TotaI 1 Note 2b 12231 2943 39.73 41.84 0.00 0.0143 S.F.14,061.60 29.43 39.73 164.15 Mat: RS Means; Labor-DB Res 2b 2b 2,681.02, 0.00 26,142.6211Mat. RS Means; Labor-DB Res 2b 6.14 2 Carp' 1,488 0.0143 SF. 97619 294339.73 8.5 2b 0.00 1,656.531Ma14RS Means Labor-DB Res 2b 2Carp1 1,488 0.0143 S.F. 201.64 2943, 39.73 181.84 1,550 10616 3610 0605 65 66 heading, plywood on walls, CDX,1171Mck, pneumatic nailed ,297 10616 3610 0605 INSTALL 1/2" SHEATHING ABOVE TO MATCH 1E) SHEATHING BELOW 9.297 10616 3610 scr5 Sheathing, plywood an walls, CDX,112' dick, pneumatic nailed 7 2 Corp 6.30 68 69 320.064 10616 3610 0605 :Sheathing, plywood on walls, CDX, 112' thick, pneumatic nailed 1 5,148 06 16 36 10 3700 RAINSCREEN 70 7 5,148 10616 3610 3100 Rainscreen, sue ^^ fie,'o,;ok 1,033.000i062213405500 FASCIA BOARD, FRONT/SIDES, 2X12, CHAMFERED 2X8, 2X6 12 655.000_66 22 13 40 5500 IExtedorVim and moldings, fascia, cedar, rough sawn, 2'x6' 73 655.00006 2213 40 5600 1Exterior Him and moldings, fascia, cedar, rough sawn, 2' x 8° 74 655 000'06 2213 40 5800 Exterior trim and moldings, fascia, cedar, rough sawn, 2" x 12 7S 68000'062213406185 WOOD TRIM ATINSIDE WALL CORNER, 2"X2" 16 68000'052213406185 Exterior bimand moldings, fascia, cedar, STK,2'x2' 77 1895':D6251310 2100 INSTALL WINDOW INTERIOR TRIM 78 ,895106 251310 2100 ;Hardboard paneling, moldings for, wood grained MDF 79 135 106 43 13 40 0730 MID STAIR RISER 80 135 106 4313 40 0730 ;Wood stair parts, risers, pine, 1" x 8', 36' long 81 126 106 43 13 40 0790 WDSTAIR TREAD 126 U6 4313 40 0790 Wood stair parts, treads, oak,1.1732" x 11.112', 36" long, no 82 returns B3 Thermal and Moisture Protection 84 14081 '012216101765 TAPEREDINSUTATION 140,810 ',07 22 16 10 1765 Roof deck insulation, poly9socyanurate, tapered for drainage, 85 fastening excluded 1,395 0.0143 S F' 1,007.18 29.43 39.73 880.34 I 0.00 383.48)Mat.•RS Means; Labor•DB Res 2b O00 1,881.521Mat •RS Means; Labor-0B Res 2b 2b i 2Carpl 1,395 0.0143 Sri 6,043.05 29.43 39.73 6282.05 2 Carp 1,395 0.0143 S F.'1 208.04 29.43 39.73 181.34 0.63 6.21 2Carp1 1,200 0.0169 S.F. 4,478.76 29,43 3973, 3456601 0.00 2b 000 1132510Mat: RS Means; Labor-DB Res' 6,9 1Carp' 170 0.0611 L.F.i 4,61775 2943 3973 6.10 1 Carp, 26D 0.0403 L.F. 81 2Carp1 500 0.0416 LF 6.5 1 Carpi 80 0,13 Ea. 57105 29,431 3973 6,5 1 Carp 32 89.88'Mat: RS Means; Labor-DB Res 2b 2b 7,93536 Mat - IRS Means; Labor-DB Res 2b 2b 220 0.0468 L.F., 1,165 90 2943 39,73 1,217 90 0.al 2,383,80 Mat •RS Means Labor-DB Res 26 200 0.052 LE! f 1,558,90 2943 39.73 1353.22, 0.00i 2.912.12 Mat -FRS Means Labor-DB Res 2b 1590 03, 0.001 6,207.78 Mat •RS Nears Labor-DB Res 21) 2b 55.08 2943, 39.73 10888 000 163.96IMal-RS Means; Labor-DB Res' 2b 2b 83380 29.431 3973 3,13203' 0.00 3,96583'Mal. RS Means; Labor-DB Res'' 2b 2b 69127 000' 126832,Nat.-RSMean s;laborDBRes 26 0.325 Ea 3,84300 29.43, _ _ T 39.13 1,62696 000 5469.96 Mat-Labor-DB Means; Res 1 2b 2b 1� 1Rofc 1,820 0.0052 BF77,445.50, 26.021 3173 27 14.081 07 25 10 10 0400 VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND 7.1 86 STRUCTURE 87 141 07 25 10 10 0400 Wet erbarriers, boldingpaper, asphalt felpaper, 415 Corp 88 22,320 ',072510100480 WRB 6.2 22,320 07 25 10 10 0480 Weather barriers, building paper, housewrap, exerior, spun 1 Carp 89 bonded polypropylene, large roll 1,550 07 25 10 10 r r0 ,Weather barriers, building paper, housewrap, exterior, spun 1 Carp 90 bonded polypropylene, later e roll 320.064 07 25 10 10 0480 ,Wearierbarriers, building paper, housewrap,exleror,spun 1 Carp 91 'bonded polypropylene, large roll 93 07 46 46 HOSE BIB MOUNTING BLOCK 3'074646 MOUNTING PANEL, Sturdi-Mount Nock 94 95 96 97 22.1 07 46 46 FIBER CEMENT MOUNTING BLOCK AT IEI PIPE PENETRATION 22.2 7107 46 46 MOUNTING PANEL, SIurd4Mountblocks 107 46 46 HOSE BIB MOUNTING BLOCK 1 014646 MOUNTING PANEL, Slurdl-Mount blocks 98 32 1074646 INSTALL SPLIT BLOCK AT(El ERVHOOD 99 32 07 46 46 'MOUNTING PANEL, Sturdi-Maunlblocks 22.3 23.5 1g 17,172 07 46 46 10 0050 FIBER CEMENT LAP SIDING (WIDE EXPOSUREI 6.2 17,172 '07 46 46 10 0050 Fiber cement siding, lap siding, smooth texture, 5116"thick x9.112'' 2 Carp 440 0.0468 S.F 101 ode, 8-114' exposure 102 2,287074646100050 FIBER CEMENT TRIM BOARD,1" X 9-1/4" 6.4 103 2,2870746461000501iFIbercement Dim, l"X9.1/4" 1 640 0.0325 L.F. 104 378'014646100050 jFibercement bim,l'X6' 640 0.0325_1F. 544074646100050 FIBER CEMENT TRIM ATOUTSIDE WALL CORNER, 2EA1"X3-1/2" 6.10 2b 0.00 10507113'Mat-RS Means; Labor-DB Res 2b 2b 37 0.2808 Sq., 802.621 29.43 39.73, 1,570.92I 089 4,000 0.0026 SF., 3,348001 29.43f 3973 2,305.64 4,000 0.0026 S.F. 4,000 0.0026 S.FLL 232431 29.431E 39.73 0.00 2,373.341Wat: RS Means; Labor-DB Res 2h 2b 160.06 48,011 29.43 3973 33.06 0.00 5,653.64iMat.-RS Mears Labor-DB Res 2b 0.00 392491Mat: RS Means; Labor-DB Res 2b 000 81,071Mat•R5 Means; Labor-DB Res 1 2b 640 0.0325 L.P.19.11 29.4313973 3.87 640 0,0325 L. 44.59 29.431 39.731, 2b 0.00 22.98 Mat.-RS Mears; Labor-DB 26 04) 0.00; 53.63 Mal: R5 Nears; La 2b r-DB 26 2b 640 0.26 L.F. 6.37 29.431 39.731 10.33 0.001i 16.70 Mat: RS Means; Labor-DB 26 2h 640 0.0325 L.F. 203.84 26,788.32 29,431 39.731 4132 0.001 245,16 Mat: RS Means; Labor-DB 2b 2b 29.431 39.731 31, 929.40 10,171.15i 1,682.10 29.431 39.731 29.43; 39.731 2.953.07 48809 0.001 0.00) 0.00 58,717.72 Mat.-RS Mears; Labor-DB Res 2b 2b 13,130.22 Mal. -Web search Home Depot; I 2b 2,110.191Ma1: Web search Home Depot; I 2b 2b 105 106 544107 46 4610 0050 Fiber cement trim, t' X 6' 640 0.0325 L.F. 2,420.80 Prepared by Tim Thatcher 8/15/2019 29.4311 39.731 702,44 0.001 3,123.24 Mal: Web search Horne Depol;1 2b Page 2 A 0 2 1 2 107 108 109 110 111 112 113 114 115 116 117 118 119 949.478 0754 23 10 0200 9.495 0754 23100200 14,081 07 54 23 10 0220 141 07 54 23 10 0220 120 121 122 Qty CSI Number Description 1,895 07464610 0050 INSTALL WINDOW EXTERIOR FIBER CEMENT TRIM 1,895074646100050 ;Fiber cement trim, 1"X4" 2,287.00 '074646100050 DOOR EXTERIOR FIBER CEMENT TRIM 2,287.00 07 46 4610 0050 Fiber cement trim,1"X 4" 192 074646100050 iFiber cement trim, 1'X9.1/4" 5,148 074646100070 FIBER CEMENT PANEL AT STAIRWELL INTERIOR 5,148 107 46 46 10 0070 iFiber cement siding, panel siding, smooth texture, 5116'thick 14,081 10753 29 10 7900 1/2" HIGH DENSITY POLYISO COVER BOARD 141 '075329107900 IPolyisobutyleneroofing, (PIB),0.57psf,fully adhered withcontact Icement,103 mils TPO WALKWAY ROLL Thermoplastic-polyolefin roofing (TPO), 60 mils, heat welded seams, fully adhered mufti. 1,30 i Mat•RS Means, Labor•DB Res 11d=demo; 2b=build Crew Daily Output Labor Hours Unit Bare Mat DB RES OB w LB _--Baretabor-T Bare Equil 8.1 640 0.0325 L.F. _ 8,432.75 29.43 39.73 8.2 J 640 6.21 2 Carpi 7.1 G5. 6.22 TPO HORIZONTAL MEMBRANE R00f 7,1 Thermoplastic-polyolefn roofing )TPO), 60 mils, heat welded (seams, mechanically attached 1,549,500076510109324 PARAPET METAL COPING CAP 6.9 1,549.500'07 6510109324 Sheet metal flashing, steel sheets, flexible, galvanzed, 24 gauge, 1 Rofc including up to 4 bends B 076510109324 FLASHING AT(E)VENT CAP 7.7 Sheet metal flashing, steel sheets, flexible, galvanized, 24 gauge, 1 Role ncluding up to 4 bends FLEXIBLE FLASHING AT CORNERS 6.10 G5 123 124 125 8.000 07651010 9324 612 i016510109500 126 127 12 6120001076510109500 1,895;07 651910 7700 1,8903765 19 10 7700 43 07 65 23 10 4850 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 Sheet metal flashing, leme coated stainless steel, flexible, .018" thick, 26 gauge, including up to 4 bends FLASHING AROUND WINDOW Plastic sheet flashing, polyvinyl chloride, black, flexible, 60 mil (.056" thick) FLASHING FOR EXTENDED (E) ROOF VENT TO ACCOMMODATE TAPERED ROOF INSULATION THICKNESS 43.000076523104850 ,EPDMlashing, flexible, 90mils, 6"diameter pipe flash g 799.200 07 65 2310 8100 ;Flexible lashing, rubber, butyl, 1132' thick 238 07 71 23 10 0300 METAL DOWNSPOUT 238000.077123100300,Aluminum downspouts, enameled, 2"x3",.024'thick 361 071123 30 2700 METAL GUTTER 361,0001 07 7123 30 2700 1Galvanized steel gutters, half round or box, stock, 5' a de, 26 gauge 361,0001107 7123 35 0020;Gutter guard, aluminum mesh, 6" wide 1,895107 91 23 10 0030 WINDOW BACKER ROD X P 19 07 912310 0030 Pre -formed joint seals, backer rod, polyethylene, 114" dia 2,287.00 07 91 23 10 0030 BACKER ROD AROUND DOORS 22.87 07 91 0030 1 Pre•fonned joint seals, backer rod, polyethylene, 114" dia 480 107 91 23 10 0030 BACKER ROD AROUND MOUNTING PANELS 5 3,290 3,290 480 480 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 G5 750 I Total Note I 2b 2,446.901 0.001 1087965,Mat:Websearch Home Depot; ) _2b 2b 0.0325 L.F. 10,117.15 29.43 39.73 2 953.07 0.00 13130 22,Mat.-Web search Home Depot;1 2b 0 00: 1102.32 Mai:Web search Home Depot; 2b 00325 L.F 854.40 29.43 39.73 24192, 2b 0.0273 S.F. 7,464.60 29.43 39.13 5,583.74 0.00 13,048.34'Mat-RS Means; Labor-DB Res 1 2b 2b 26 1.9994 Sq. 44,355.15 50.49 68.16 19,169.88 25 2.08 5q. 1,006.45 50.49 68,16 142 1401 1 Rolc[ 8.1 1020 87 64.565.91 Mat-RS Means; Labor-DB Res 1 2b 2b 1346.13 71.692,424.26 Mat•RS Means; Labon-DB Res 2b 2b 1.5288 Sq. 0.0741 S.F. 15,489.10 50.49 68.161 1467315 1,642.41 26.02 37.73 781.50, 30,943.74 Mal: RS Means; Labor•DB Res 4,331.97 0.00 2b 2b 5,974.44 Mat: RS Means; LaborDB Res 2b 2b 0,0741 S.F.' 8.48 SF 26.02, 37.731 22.37' 0.00 30.85 Mat -RS Means; Labor•DB Res 2b 2b 0.0676 S.F.6,15060 2602 37.73 1560.89' 0007,711.49Mat•RSMeans ;Labor•DBRes 1 2b 2b 1 Rofc 285 0.0364 S.F., 1,800 25 26.02 37.73, 2 602.47, 0.00 4,40272 Mat-RS Means; Labor-DB Res 2b 7.9 1 Rolcj 1 Rofci 7.3 1 Shee) 7.2 1 Sheei 125 1 Carpi 500 81 1Bnc 4.6 8.2 1 Bnc 4.6 2b 22 0.4732 Ea. 1,376.00 26.02, 37.73' 767,69' 285 0.0364 S.F. 1,998.00 26.02, 37.73 1,097.571 00D, 2,143.69 Mat-RS Means; Labor-DB Res 1 2b DOB'' 3,095.57 Mat-RS Means Labor-DB Res) 2b I 2b 180 0.0572 L.F. 573.58 43.45 07 91 23 10 C030 Preformed joint seals, backer rod, polyethylene, 114" dia 1 Bric 019213200055 SEALANT AT CORNERS 6.10 079213 20 0500 Jdnt sealants, caulking and sealants, acrylic latex, cartridges, 114" j 1 Bdc x112',inplace 079213200500 SEALANT AROUND MOUNTING PANELS 079213200500 Joint sealants, caulking and sealants, acrylic latex, cadridges,114" 1 Bdc ,x 112', in place Openings 14'08 16 13 10 0040 FIBERGLASS door, 3•0 x6-8",type 101A,UNIT ENTRY 8.2 14 000,08161310 0040 Fiberglass, exterior, prehung door,1.3/4", 343x 6'8° 2 Carp 081613100040 8.2 1 FIBERGLASS door, 3'-0" x 6' - 8" , type 101B, LAUNDRY ROOM 1.000108 16 13 10 0040 fiberglass, exterior, prehung door,1.314", 3'•0" x 6'8' 2 Carp 108 16 13 10 0040 FIBERGLASS door, 3'•0" x 6' - 8" , type 101C, MAINTENANCE 8.2 3 ROOM 3.000,081613100640 Fiberglass, exterior, prehung door,1.314", 3'•0" x 6'8" 2 Carp I081613100040 FIBERGLASS door, 31-0" x 6' - 8" , type 101D, UNIT ENTRY - 8.2 161 UPPER UNITS 16.000,08161310 0040 Fiberglass, exterior, prehung door,1.314°, 3%0" x 6'8" 2 Carpi 06161310 0040 8.2 lj FIBERGLASS door, 3'.0" x 6' • 8" , type 107, ADA UNIT ENTRY 1.000 081613100040 JFberglass, exterior, prehung door,1.3r4°, 3'•0" x 6'8" 2 Carp; 08 1613 10 0040 8.2 1 FIBERGLASS door, 3' 0" x6'•8",type 108,ADAUNIT ENTRY 1.000;081613100040 IFiberolass, exterior, prehunq door,1.314", 3•0" x 6'8" 2 Carpi 58.66 798.541 0.001 1,372.12 Mat-RS Means; Labor-DB Res I 2b 2b 0.0832 L.F.' 1,010,30 43.45 58.66' 1,761.791 COD''. 2,172.591mal.•RS Means; Labor-DB Res' 2b 0.0208 if, 1,028,85 29.43 39.73'1 298.33 0.00 1,327.18 Mat-RS Means; Labor-DB Res 2b 2b 2.2607 C.L.F.1 51.54 29.431 39.73 170207 0.00 1,753.611Mat•RSMeans; Labor-DB Res 1 2b _ 2b 2.2607 C.L F.I 62.21 29.43 39.73 � 1 4.6 2.2607 C.L.F. 13.06 29.43 39.731 205415 0.00. 2,116 36IMat-RS Means; Labor-DB Res 26 2b 431.1311 0.00' 44419iMat:RS Means; Labor-DB Res 2b 2b 288 0.0364 LF 855.40 288 0.0364 L.F.H.- 124.80 2943 39.73 475797, 0.00 5,613.37 Nat: RS Means; Labor-DB Res 2b 2b 29.4 39731 694.17i 0.00 818.97 Mat:RS Means; Labor-DB Res 2b 2b 15 1.3871 Ea 4,480 001 294 15 1.3871 5 1.3871 15 39.73 77154 0.00T 5,251.54 Mat-RS Means; LabonDB Res ! 2b 2b 320 00 29.43 39.73 55.11, 0.00 37511 Mal.-RS Means; labor•OB Res 2b 2b 960.00 2943• 3973 165.33 0.00 1,125.33 Mat-RS Means; labor•DB Res 2b 2b 1.3871 Ea. 5,120.00 2943 3973 881.76 0.00 15 1.3871 Ea I 320.00 2943, 39.73 55.11 0.00 6,001.76 Mat-RS Means; Labor•DB Res 2b 2b 375.11,Mat:RSMeans; labor-DBRes ' 2b _ - - - 2b 15 1.3871 Ea. 320.00 29.43 39.73 55.11 0.00 37511 Mat-RS Means; labor•DB Res 1 2b Prepared by Tim Thatcher 8/15/2019 Page 3 ult 1.301 t.diS Means Labor•DB Res 1d:demo; 2b=build 2 159 160 161 Qty CSI Number Description 6 Crew Daily 0ulput', Labor Hours,; Unit Bare Mat. DB RES DB w LB Bare Labor j Bare Equip. Total 083113106250 CRAWLSPACE ACCESS COVER 8,4 6.000 06 311310 6250 Doors, specialty, access, standard, metal, 24" x 24" 1 Carpi 32 1085216701150 SLIDER window, 6'-0" xS'-0",type AI 162 163 32.000085216701150 ',Windows, wood, sliding, vinyi•clad, premium, double insulated 'glass, 6'-0" x 5-0", incl. frames, screens & grill 2 106 53 13 20 0130 FIXED window, l-0 xl' 0",type 61 2.000 08 5313 20 0130 !Windows, vinyl singlefiung, 2544'', Induding grill, J finish, to 64 16 E, exterior jambs 085313200140 FIXED window, l'•8" a 2' • 10", type B2 3.0061108 5313 20 0140 ,Windows, virryt single -hung, 2644, Including grill, J finish, low 1E, exterior jambs 167 50 108 53 13 30 0380 SLIDER window, 5'-6" x3'•4",type Al 50.000 68 69 70 2 2.000 0135313400250 IWindose , vinyl casement, 2Iite, 47' x41", including grill, J finish, !low E, exterior jambs 17 2 085313400272 SLIDER window, 5'-0 x4-0",type AS 72 73 2.009085313400272 Windows, vinyl casement, 2 lite, 47' x 59', including grill, J finish, low E, exterior jambs 8 (18 53 1340 0340 SLIDER window, 2'-6" x 2' -9", type A3 8.00018531340 0340 74 175 176 177 178 8.1 8 2 8.1 2 Carp, 18 8.1 08 5313 30 0380 Windows, solid vinyl double -hung, premium quality, double 1 Corp ,instated glass, 3' 6" x 6'•0', including grill, J finish, low E, exterior jambs 085313400250 SLIDER window, 3'-8" x 2' - 10", type A4 8.1 2 Carp 8.1 2 Carp� 8.1 Windows, solid vinyl casement, premium, double insulated glass, 1 Corp x 3-0" high, including grill, J finish, low E, exterior jambs 1TG086214,03 jM FIXED SKYLIGHT window, 2'-1.4'x4'-1.5",type Cl B?G 08 62 14.03 [M OPENINGS • TUBULAR SKYLIGHTS; 21' DIAMETER. ASSEMBLY Finishes 8.6 Carp 1.1557 Ea. 348001 29.43 39.73 275.50 0.00 1.3 Ea. 40,600.001 29 43 3973 }- 1.04� 1,652.79 0.00 Note 2b RS Means; Labor•DB Res >- 2b 2b 42,452.79 MaURS Means; Labor-DB Res 2b 2b 444.001 2943 39.73 82 0,00 526.64 Mat: RS Means; Labor-DB Res 2b 1.1557 Ea. 696.00 1.3 2943 39.73 26 137751 0.00 83315 Mat: RS Means; Labor•DB Res 2b 22,250.00 2b 2943 39.73 2,582.481 0.00 24,832.48 Mat: RS Means; Labor•DB Res 2b 2b 17 1.2233 Ea. 11 1.2233 Ea.l 10 1.04 Ea. 6661096713134300 Rhino Liner • Composition flooring, polyurethane, with suspended Lr C-OBj 1065 666096723231300 FLUID -APPLIED DECK COATING ONWDSTAIR LOWER LANDING 6.5 179 SHEATHING 180 22,320 I099113602600 PAINT WALLS 22,320 ',09 9113 60 2600 Paints & coatings, siding, exterior, Texture 1.111 or clapboard, oil 2 Pord 2,600 181 ;base, paint 2 coats, spray 182 5,208 09 91 13 60 3400 PAINT TRIM, BEAMS, FASCIAS, BARGE BOARDS 8 1,250.00 29.43r 39.73 97.201 0.00 1 34720Mat: RS Means; labor.DB Res 26 2b 1,5502 29.43i 39.73 97.201 0.00 1,647.201Mat: RS Means; Labor•DB Res 2b 2b 2,36000I 29.43 39.73 330.56 0,00 2,690.56 Mat:RS Means; Labor•DB Res 2h 2.6 EA $4,221.00 29.43 9.73 929.6911 2b 150.691The Guide 2b 0.342 S.F. 5,760.90 44 53 60.12 13 692.63 259.74 19 713.27 Mat: RS Means; labor•DB Res' 2b 26 5,208 09 9113 60 3400 'Paints & coatings, siding, exterior, Texture 1.111 or clapboard, oil 2 Pord jbase, slain 2 coats, brushwork 32 09 91 13 70 0370 PAINT DOORS 86 32.000 09 9113 70 0370 Paints & coatings, exterior doors, panel, both sides, roll & brush, primer+2 coats, exterior latex, Incl. frame & Inm 128.000 09 9713 23 6830 'Paints and protective coatings, latex topcoat, sprayed 87 88 89 90 91 92 93 94 72 1099713236830 PREP SUPPLY CONDUIT TOMATCH ADJACENT SIDING, REINSTA IN EXISTING LOCATION 72.000.09 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 336 09 97 13 23 6830 PAINT AWNINGS S8 26.4 2b 0.0078 S.F.I 8,92800 2826 38.15 6,64194 0.00 15 569.94 at:RS Means; Labor-DB Res 26 2b 950 0.0221 S.F.! 1 Pard 2.5 1,197.84 28.26 38.15 4,391.06 0.001 5,588.90 Mat: RS Means; labor•DB Res 2b 2b 4.16 Ea. 542.40 28.26 38.15 507866 0.00 5,621.06Mat-RSMeans ;Labor•DB Res , 26 2 Psst 3200 0.0065 S.F ; 10.24 28.26' 3615 31.74i 0.00 41.98jMat.•RS Means; Labor•DB Res , 26 2b 2 Psst 3200 0.0065 S.F 336 09 97 13 23 6830 Paints and protective coatings, latex topcoat sprayed 2 Psst 2,604 09 97 13 23 6830 PAINT FLASHING 3,200 2,604 09 9713 23 6830 I Paints and protective coatings, latex topcoat, sprayed 2 Psst 196 197 198 199 200 201 202 203 64 099713236630 64 1,09 97 13 23 6830 Paints and protective coatings, latex topcoat, sprayed L 2 Psst 5.76 28.261 3815, 17.851 0.00 23.61 Ma1.•RS Means; Labor-DB Res 26 0026 S.F. 26.86 28.261 3815 33329, 0,00 360.17 26 Mal.•R5 Means; Labor-DB Res 2b 2b 3,200 00065 S F PAINT EXHAUST VENTS 7 099713236830 PAINT PIPES 14.00009 971323 6630 (Paints and protective coatings, latex topcoat, sprayed 510 109 97 13 23 6830 PAINT CONDUIT 255.000'09 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 128 09 9713 23 6830 PAINT ELECTRICAL BOXES 2 Psst 208.32 28.261 38.15 ,741 0 00 854.06 Mat: RS Means; Labor•D8 Res 2b 26 3,2000.026 S.F. 3,20 0.026 SF.l 2 Psst 3,2103 0.026 128 09 97 13 23 6830 Paints and protective coatings, latex topcoat, sprayed 2 Psst Specialties 32.000',101423131100 UNIT SIGNAGE, FOIL, COORDINATE WITH OWNER TO VERIFY 10.1 LOCATION 204 32.0001014 23131100 Signs, flexible door sign, adhesive back, w/Braille, 518' letters, 8" x 2" 18 10 4413 53 2700 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 5.12 28.26 38.15 63.48 1.12 28.26 38.15 13.89 1 20.40 28.261 38.15 252.941 0.00 0.00, 68 60 Mai: RS Means; Labor•DB Res 2b 2b 0.001 15.01 Mat: R5 Means; Labor•DB Res 2b 20 213 34,Ma1: RS Means; LobarDB Res 2b 2b 3,200 0.026 S.F. 1 Clab', 10,4 18.000 10 4413 53 2100-Fire equipment cabinets, fire blanket & potable extinguisher, steel Q12 box, recessed, includes blanket,14ix40"xB", excludes equipment 32 0.325- Ea. 10.24 28.26' 38.151 1,10400- 2943 39.73 126.97 0.00 13121 Mat: RS Means; Labor•DB Res j 2b 2b 413.20 0.00 1517 20',Mat: RS Means; Labor•DB Res 2b 26 2.9718- Ea 0.00 73.95 99.83 028 0.00 5,340,28 at:RS Means; Labor•DB Res 2b 205 Prepared by Tim Thatcher 8/15/2019 Page 4 ul .301 at.•RS Means; Labor.DB Res 1 d=demo; 2b-build 2 206 207 Qty CSI Number Descriptio 208 9 210 211 212 213 214 215 Furnishings Plumbing 64.000 220529101930 METAL AWNING 42CLEVIS 64000,220529101930 'Pipe hanger Isupport adjustable devistype band, carbon steel, D1 for non•lnsulated pipe, 8" pipe size, type number 1 per MSS•SP58 3.000'221113290238 EXTEND (El FROST RESISITANTHOSE BIBBPIPE PENETRATION FOR 22.1 INSTALLATION 3.000 221113290238 ,Pipe, type L, copper, tubing!, l' diameter, press -joint, includes 1 Plum coupling & clevis hanger assembty 10' OC 8.000 221316801060 HOODED VENT CAP 8.000,22 13 16 80 1060 HOODED VENT CAP 1.000,224139105000 FROST RESISITANT HOSE BIB 1.000122 4139105000 :Faucets/fittings, sillcock, compact brass, I.P.S. or solder to hose Crew Daily Oulpull Labor Hours l Unit Bare Mat, DB RES DB w LB--Baretabor -t Bare Equip, Total N 2 S.4 23,2 Carp 22.1 1 Plum; 224139105000 EXTEND (El PIPE PENETRATION PIPING TO ACCOMMODATE 22.2 ASSEMBLY 218 219 7.0001224139105000 ',FROST RESISITANT HOSE BIBB, EXTEND (E) PIPE (PENETRATION FOR INSTALLATION • FaucetsYlnings, sillcock, compact brass, I.P.S. or solder to hose 1 '224139105000 FROST RESISTANT HOSE BIB 1.00022413910 5000 Faucetstrrings, sillcock, compact brass, I.P.S. or solder to hose 220 2b 100 0.208 Ea. 508.80 78 94 106.57 1,418.65 000 192145,Ma(•MSCwebsite; La6orABR 2b 1 Plum 68 0.65«LP, 23 0.13 Ea. 24 0.4329 Ea 24 0.4329 Ea, 22.3 1 Plum 24 0.4329 40 62090 8104230 RELOCATE (E) HOSE BIB PIPING TO ACCOMMODATE 22.3 221 222 223 224 23.10, 40.22 64.W 29.43 3973 2b 0 10588' 000 128981Mal.RSMeans; Labor4OBRes 2b I 4132 0.00 105.32IMat•estimate; Labor•DB Res 10.90 40,22 54.301 23.51 0.00 3441'MaL RS Means; labor•DB Res 2b 2b 2b 2b 2b 76.30 4022 54.3011 104 54' 0.001 240.84 Mal-RS Means; Labor-DB Res 2b 10.90 40.22 0 23.51 0.00 34,41I1Mat RS Means; labor DB Res 2b 2b 40000D20908104230Rae steel, schedule 40,threaded, galvanized,l"diameter L.F. Heating, Ventilating, and Air Conditioning (HVAC____ 115.500 233113130500 EXTEND (EI ROOF VENT TOACCOMMODATE TAPERED ROOF 7.9 INSULATION THICKNESS 115 500;23 311313 0500 Metal ductwork, fabdcaled rectangular, galvanized steel, under 200 lb., ind finings, joints, supports & allow for a flexible connections field sketches, excludes as•buiIt drawings and insulation 225 226 230.00 702 00, $932 002Mal. RS Means; labor OB Re 2b 2b 2b 0101 235 0.1326 Lb 71.61 73.9 99 77, 1,527.931 0.00 1,599.541Mat•RS Means; Labor DB Res 2b I i 8.000233346102830 EXTEND DUCTWORK FOR HOODED VENT CAP 23.2 8.000 23 334610 2830 'Ductwork, flexible aluminum, non -insulated, 3" diameter, pressure 09 to 12"(WG) UL-181 227 1,00023 5619 50 3100 REINSTALL SALVAGED SOLAR ARRAY 228 229 230 1.00023 5619 50 3150 Solar heating components, collector panels, air wlh aluminum absorber plate, wall or roof mount, flat black, plastic glaring, 4' x 10' 2000'238146102140 REATTACH HEAT PUMP AT ORIGINAL LOCATION 23.4 400 0.052 L F 11.04 72.63 11.8 C19I 5 32 000'23 8146 10 2140 Heat pump, wafer source to air, single package, 21on cooling,19 05, 231 Electrical MBH heat @ 75Deg.F, excludes water suppty 232 135.660126 05 29 20 2700 METAL AWNING 1/2" DIAMETER THREADED ROD 233 135.6801126 05 29 20 2700 Threaded rod, steel, painted,112' diameter 8.000126 05 3318 0620 REINSTALL CABINET AND SUPPLY CONDUIT IN EXISTING LOCATION • Pull boxes, steel, type SC, 36" W x 36" H x 8" D, 234 NEMA 1 235 732 1260539303270 REINSTALL CONDUIT (FOR LIGHT FIXTURE( 522 732 26 05 39 30 3210 PVC conduit, schedule 40,1' diameter, in concrete dab, incl 236 ,terminations, finings and supports 1,000 26 09 2610 0120 LIGHTING CONTROL PANEL, LCP1, TIMECLOCK, 7 DAY SETTINGS, 26.13 237 UPS 10 HRS 238 1,000'',26 09 2610 0120 ILighting control relay panel, 16 relay, wth timedock 1 El 16 26 51 13 551010 239 240 _ SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC 16.000265113551010 iInterior LED fixtures,troffer, recess mounted, 4,800 lumens, 2' x4',.' (replaces three T8Iamp, ind lamps, mounting hardware and connections 241 242 24 244 245 246 5.4 1 Elec 1 Elec 2b 98.05 40.791 0.00 5183 Mat. RS Means; Labor-DB Res 2b 4.16 Ea. 1.1 2.6 Ea. 2b 0.00 72.63 98.051 407.891 0.00, 407.89,MaL.RS Means; Labor•DB Res 2b 2b 0.00 78.94 106.571I 8,866.54 0.001 886654 Mat: RS Means; Labor-0B Res 2b 2b 140 0.0741 LF 786.94' 46.32 2 52 EaI 1,904001 46.32 1 Elec 6253, 62,531 628.691 0.00 2,601.331 0.00,I 4 505 33'(Mat.•RS Means; Labor•DB Res I 2b 200 0.052 LF 1.8 5.7772 Ea. 26.12 1 Elec 18.00026 56 23101500 EXTERIOR PORCH LIGHT FIXTURE, FE3, LED,13 W, 1306 LUMENS, 26.13 11"X7"X4", LUMINAIRE LED SWOOP 610 18.00026 56 23 10 1500 'LED fixture, exterior, wall pack, poly lens, 13 wan, root lamps 1 Elec, 18.00026 56 23 55 0100 EXTERIOR STAIRWELL LIGHT FIXTURE, FE4, LED, 4' X 6",11 W 18.000 26 56 23 55 0100 E0eda LED fixture, wall mounted, indoorlouldoor,12 watt and lamps 1.000'265523550110 EXTERIOR LIGHT FIXTURE, FEI,LED, 43W,4000LUMENS, ATLAS ALPHA PFM43LED4K SERIES 1.000 26 56 23 55 0110 EAerien LED fixture, wall mounted, indoorlouldoor, 43 wall, and lamp 26.13 1 Elec 26.13 1 Elec' 636.84, 46.32 62.53 ,800.00i 46.32 6253 2,380.22i 0.001 36126i 0.001 141563 Mat•RS Means; labor-0B Res 2b tb. 3,017.06 Mat•RS Means; Labor•DB Rest 2b 2b 2.08 Ea.: 3,216.0 2.6 E 10 1.04 Ea. .. l 10 1.04 46.32 6253 6,300.00 46.32; 62.53 4,320.00 46.32i 62.53 5350046.32' 62.531 2,161.26 Mat.-RS Means; Labor•DB Res 2b 208106, 0.00 5,297.06 2b Mat•RS Means; Laba•DB Res( 2b 2b 2,926.501 0.00 9,226.501,Mat•RSMeans; Labor•DBRes , 2b 2b 1,170.60 0.00 549060Mal•RSMeans; Labor-0BRes , 2b 0 2 0.00I 600 03Mat: RS Means; Labor4)B Res I 2b Prepared by Tim Thatcher 8/15/2019 Page 5 A g C D E F G H K L M N 0 Z AA 1 I multi.` 1.30 1 I I Mat: RS Means; Labor-DB Res ,1d=demo; 2b=build 2CSINumber , Des<n on QtyDescription ' CrewLabor Hours Unit 1 � DailyOulgrt Bare Mat, DB RES DB w LB Bare Labor Bare Equip. Total Note 7.000j26 247 5623550110 EXTERIOR LIGHT FIXTURE, FE1M,LED, 43NI, 400LUMENS, ATLAS ALPHA PFM43LED4K SERIES, MOTION SENSOR 15' H MOUNTING HT, 270 DEG RANGE 26.13 1 I I I 2b 7,000 248 26 56 23 55 0110 lExtedor LED fixture, wall mounted, indoorlautdoor, 43 wad, ind Ramp 1 1 Elec 10 1.04 Ea. 3,745 00 46.32 62.53 455.231 0.00 4,260,23 Mat: RS Means; Labor-DB Res 2b 249 Electronic Safety and Security 250 9 28 46 21 50 3590 REATTACH (El FIRE ALARM ATORIGINALLOCATION 10.6 2b 9.000 251 28 46 2150 3590 1Detection system, signal device, beacon, excluding wires & ImnduiM 1 Elec B 1,3 Ea, 0.00 46.32 62.531 73162, 0,00 731.62 Mat: RS Means; Labor•DB Res 2b 252 253 30 G4010 320 1212 conduit I LF 2b 30.000 254 G4010 3201212 (,Underground electrical duct, 3" die Schedule 40 PVC, 7 deep, J,indude excavate CE, bad fill, concrete, compact L.F. 358501 I 459.00 $817.50 Mat: RS Means; Labor•DB Res 2b 255 208TG250533.49[MrREATTACH (El SALVAGED REFRIGERANT CHANNEL 10.7 I 2b 208TG260533.49[M!ELECTRICAL• 256 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS; WIREMOLD RACEWAY NO.2000 Carp 0.039 FT $624,00 29.43 39.73i 322.29 5946,29TheGuide 2b 257 258 259 iI 260 261 262 263 264 Concrete 265 2000031113251ur UGHTPOLEFOUNDATION, CONCRETE, 2'DIAX6.S' $13 I 1 2b 2 000iO31113 251800 C.I.F. concrete forms, column, round fiber tube, recycled paper, 24'diameter, l use, includes erecting, bracing and st Aping 266 1 C1 130 0.3198 L.F 22 70 55 39'; ( I 7478 I 4183 0,00 70 531Mai•RS Means; laba•DB Res 2b 22 0001031113651000 267 C.I.P. concrele forms, slab on grade, bulkhead wth keyway, wood, 6" high,1 use, includes erecting, bracing, stripping and cleaning C1 510 0.0819 L F 2772 55.39 74 78& 134 73 0.00 162 45,:Mal.•RS Means; Labor-DB Res 2b _ 268 42 03 21 11 60 0400 CONCRETE SLAB REBAR #4, 3 EA WAY 3.6 lF 1} 2b 0.014 03 211160 04�p0 -Reinforcing steel, in place, elevated slabs, #4 to k7, A615, grade I60, ind labor for accessories, excl material for accessories 269 4 Rodm 2.9 14.3442 Tan 18 831 69.03 93.19 16.75 0.00 36 59 Mat.-RS Means; Labor DB Res 2b 270 63 :032111500502 LIGHTPOLE FOUNDATION, REBAR, #4, 47.11F 26.13 1 2b 63 '03211160 0502 Reinforcing steel, in place, footings, #4 to 41, A615, grade 60, ind 271 labor for accessories, excl material for accessories 4 Rodm 4,200 0.0104 Lb.' 37.76 69.03 93191 60 99' 0,00 98 74IMat •RS Means; LaborD8 Res 2b 272 100 j032111600502 IIGHTPOLEFOUNDATION, REBAR,45,48IF 26,13 1 2b 100 103 0502 Reinforcing steel, in footings, 44 to 47, A615, grade 60, ind 9 place,9 9 273 1 labor for accessories, excl material for accessories 4 Rodm Lb.� 60.08 4,200 0.0104 1 69.03 93.19 97.04 0.00, 157.12 Mal: RS Means, Labor-DB Res I 2b 274 24.8 103 30 53 40 4160 CONCRETE SLAB 0NGRADE REF T0VAS 8,4"MAR 3.6 26 24.8 03 30 53 40 4760 Structural concrete in place, slab on grade (3500 psi), over 10000 ,S.F., 4' thick, Includes concrete (Portland cement Type 1), placing 27S finishing, excludes farms and reinforcing C14F 3,425 0.0273 S.F. 4514, 53.851 72.701 49.22 I 0 25 94,6311:I : RS Means, Labar•DB Res 26 'and 10000iO33113350350 ,Structural concrete, ready mix, heavyweight, 4500psi, lndudes local aggregate, sand, Portland cement (Type I) and water, 276'delivered, excludes all additives and treatments C,Y,I 1,490.00 0.00 000 0,00 1490.001Mat:RSMeans; Labor-DB Res : 2b 277 2.000 26 5613104600 LIGHT POLE, 6"X6" SQUARE, 25' H 26.13 2b 2,000126 218 56 13 10 4600 Light pales, anchor base, galvanized steel, 20 high, excl concrete R3 26 9.9996 Ea 2,400.00 73.87, 99.72 ases _ 1,994.41 129,50 4,523.91 Mat•RS Means; Labor•DB Res 2b 2.000 279 26 56 13 10 5600 ._bases poles, galvanized sleet, bracket arms, 2 arm, exd concrete 1 Elec 8 1.3 Ea 700.00 46.32 62.53 bases 162.58 0.00 862 58'Mal.•RS Means; Labor•DB Res 2b 4.000f265619600100 EXTERIOR LIGHT FIXTURE, 6E2,LED,118W,POLE MTD,BACK TO 26.13 BACK, TYPE IV DISTRIBUTION LUMINAIRES, 2 ARMS, MCGRAW 280 2b i _EDISONGLEONAfI 4.000"26 561960 0100 ;Parking LED Luminaire, round pole mounting, 88lamp watts, exd 281 lPole 1 Elec', 2 5.2 Ea 5,500.00 46.32' 62.53 1 �1 _ 1,300 67 0.00 6,800 67 Mat-RS Means; Labor•DB Res , 2b T Earthwork 1 _ ..._ ...._.. - . 15 312316142750 TRENCH AT CONDUIT BETWEEN BUILDINGS, REF70ELECTRICAL, 32.6 ACCOMODATE 12' SEPARATION BETWEEN CONDUIT, 18" DEPTH ALL OTHER LOCATIONS, REF TO ELE(, TYP 283 11 1 LF 1 26 I 15.000131231614 2750 Excavating, chain trencher, utility bench, common ealh, 40 HP, B54 284 12' wide, deep, operator riding, includes backfill 8601 0.027 LF,' 0.001 31.15 50.15 20.31 0.00 20,31 Mat: RS Means, Labor•DB Res 2b Prepared by Tr Thatcher 05/2019 Page 6 A B C D E F G H K L M N 0 2 AA 1 multi.I .30 I S Means; labor•DB Res 11d=demo; 2b=build 2 0ty C51 Number DescripOon Crew Daily 0utput Labor Hours Unit Bare Mat DB RES DB wLB ..`._Bonn laHor Bare E ui . Total Note 285 130.0001312316142800 TRENCH AT CONDUIT BETWEEN BUILDINGS, REF TO ELECTRICAL, 32.6 ACCOMODATE 12" SEPARATION BETWEEN CONDUIT, 24" DEPTH AT DRIVEWAYS AND PARKING LOTS, REF TO ELEC, TYP LF 2b 287de, 130.000 31231614 2800 Excavating, chain trencher, utility trench, common earth, 40 HP, B54 800 24' deep, operator riding, includes bac6lil 0.03I L F. 0 00 37151 5Q15. 195.59 0.00 195.59 Mat: RS Means; Labor•DB Res, 2b 12.7783123 2313 0015 BACKFILL for site light,12"x24" i I CY 2b 288 12.778 ;312323130015IBack511,light soil, byhand, nocompaction 1Clabl 14 0.7423 L.C.Y.i 000� 2943-; 39.73 37684' 0.001 316.84MaLRSMeans;LaborD8Res 26 289 0.556 13 23 23 13 0015 BACKFILLbelweenbldgs,12"x18" 1 I CY I 2b 290 291 0556 1312323130015 Baddill,light soil, byhand, o compaction I 1Clabl 14 0.7423 L.CY 0001 29.43 3973L 16.381 0.00 16.38Mat.-RSMears,Labor-DB Res 2h 12.778 '3123 23130500 Badkfll and compact, by hand, 6' layers, air rammertlamper, add I 89D 190 0.2743 E.0 Y_' 02 41.42 55.92: 195.99 18.91 214.90 Mat: R5 Means; Labw•D8 Res 2'b 292 293 0.556 3123 2313 0500 I Backfll and compact, by hand, 6" layers, air rammerlamper, add B9D 190 0.2743 E CY 0.00 41.42 55,92 8.52 0.82 9.34 Mat •RS Means; Labor•DB Res 2b Exterior Improvements 294 0,556 32 11 23 23 0302 COURSE STONE for site light,12x24" 1 CY II 2b 295 1667 321123 23 0302 Base course drainage layers, aggregate base course for roadways 836BI and large paved areas, crushed stone base, compacted, crushed 1•, 112" stone base, to 6' deep 5,400 0.0156 Sy. 21.00 53.68 72.47' 1,88 1.45 24.33 MaIAS Means; I abor43B Res 1 26 296 0,27 32 11 23 230302 COURSE STONE between bldgs,12'x18" - ! CY 1 2b 297 0.833 321123 230302 Base course drainage layers, aggregate base course for roadways836B and large paved areas, crushed stone base, compacted, cashed 1• 112'stone base, to 6" deep 5,400 0.0156 S.Y. 150 5368 7247, 0.94 0.73 12.17 Mal: RS Means, labor•DB Res 2b 298 240.000 32121614 0025 AsphaRlc concrete paving, parking lots 8 driveways, 6" stone base, B250 2' binder course, 2" topping, no asphalt hauling included 9,000 0.025 S F. 74160 OA0 0.00,324.001 106560 Mat: RS Means; labor•DB Res I 26 299 40.000 321216141180 REPAIR ASPHALT AT REMOVED COLUMN LOCATIONS 32.7 1 2b 300 000 32 17 13 19 1000 SALVAGE IE) WHEEL STOPS 32.6 26 301 15.000 321713191000 ?Precast concrete parking bumpers, wheel stops, precast cancrele, 6' x 10' x 6' • 0', includes 2 dowels per each B21 120 0.4329L_ Ea. 990.00 4142' 55.92 363.101 0.001 1,35310'Mat: RS Means; labor-DB Res I 26 302 15.00013217 2314 0825 RESTRIPING TO BE COORDINATED W/ OWNER, I9I STARS 32.9 2b 303 15.0001321723140825 ;Pavement markings, parking stall, paint, white, small quantities, 4' 2 Pord 1wide _ 80 0.26 Stall; 16950 28.26 38.15! 148.79 0.00 31829,Mat:RSMeans; LaborD8Res ' 2b 305 306 307 308 a 309 310 311 312 313 14 315 316 317 318 319 320 321 ( V 322 331 332 333 Totals � I $459,193.97 $316,822.701 $5,356.68 $781,373.36 348 J 349 Interior Bldg Improvements 37,952,79 5% 3S0 ' Exterior Bldg Improvements 125,517.52 93°% 351 Exterior Site Improvements 17,903,05 2% 352 - 353 I Total Canstmcion Cost 781,373.36 _ 354 I 3SS Prepared by Tim Thatcher 8/15/2019 Page 7 41 PCS Structural Solutions Seattle 1011 Westem Avent.4, Suite 510 Seattle, WA 98104 2C6 .292,5076 Tacoma ; 1250 Pacific Avenue, Suite 701 Ttitcorna, VVA 98402 253 383,2797 Portland 101 SW Min Street Suite 280 Pomand, OP 97204 503 232.3746 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR. KING COUNTY HOUSING AUTHORITY PACIFIC COURT 4028 5 146TH 5T TUKIALLA, YslASHINGTON gal 678 F'REPARED SY PCS STRUCTURAL 50/.// AUGUST 21, 201c1 141-4c16 fliNWIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 • Citty of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER CORRIfCTION LTR# Project: KCHA Job Number: 19496 al PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMB Date: 06/26/19 DESIGN CRJTERIA CHECKLIST CODE: IBC 2015, ASCE 7- 0 VERTICAL DESIGN CRITERIA ROOF; DEAD LIVE LOCATION: PARTITION Tukwila, WA CONCENTRATED 15 PSF 25 PSF WIND DESIGN CRITERIA BASIC WIND SPEED (V) = 110 MPH 1r (Per ASCE 7-10 Sec. 26.5.1, Fig, 26.5-(A; 113 & IC, or as required by Bld'g Dept.) RISK CATEGORY: (Per ASCE 7-10 Table 1.5-1 & IBC Table 1604.5) EXPOSURE CATEGORY: B (Per ACSE 7.10 Section 26.7.3) TOPOGRAPHIC FACTOR (K.,,):1 1.00 I (Per ASCE 7-10 Section 26.8.2) MEAN ROOF HEIGHT: 20 Pr V (See ASCE 7-10 Section 26.2 - Definitions) ROOF SLOPE (:12): 0.50:12 (Enter vertical rise in 12 horizontal units) 6 (degrees): 2.39 Design Criteria - IBC2015 Revised 02/04/16 PCS Design Criteria - IBC 2015 11-26-18 Update (7).xls(Overall (Input)) Project: KC HA Job Number: 19496 3 PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMB Date: 06/26/19 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 110 MPH RISK CATEGORY: EXPOSURE CATEGORY: TOPOGRAPHIC FACTOR (1c): 1.00 MEAN ROOF HEIGHT: 20 FT ROOF SLOPE (_:12): 0.5:12 0 (degrees): 2,39 ASCE 7-ID CHAPTER 28.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW RISE BUILD1fNGS W/ H<60 FT ASCE 7-10 FIG. 28.6-1 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES - METHOD 2 HORIZONTAL PRESSURES ZONE: A B C 0 - - CASE I: 19.20 -10.00 12.70 -5.90 . - CASE 2: N/A N/A N/A N/A - - VERTICAL PRESSURES ZONE: E F G H Eoli Go" CASE 1: -23.10 -13.10 -16.00 -10.10 -32.30 -25.30 CASE 2: N/A N/A N/A N/A N/A N/A ASCE 7-10 CH 30 PART 2: LOW RISE BUILDINGS (SIMPLIFIED) W/ H<60 FT ASCE 7-10 FIGURE 30.5-1 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES - METHOD 1 ROOF SURFACES Effective Wind Area POSITIVE. PRESSURES NEGATIVE PRESSURES ZONE 1 2 3 1 2 10 SF 16.0 16.0 16.0 -21.8 -36.5 ....-....1-.... -55 20 SF 16.0 16.0 16.0 -21.2 -32.6 -4 .5 50 SF 16.0 16.0 16,0 -20.5 -27.5 -3 1 100 SF 16.0 16.0 16.0 -19.9 -23.6 -23. , WALL SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ROOF OVERHANGS ZONE 4 _ . 2 10 SF 21.8 21.8 -23.6 -29.1 -31.4 20 SF 20.8 . -22.6 -27.2 -30.8 -40.5 50 SF 19.5 19.5 -21.3 -24.6 -30.1 -25.9 100 SF 18.5 18.5 -20.4 -22.6 -29.5 -16.0 500 SF 16.2 16.2 -18.1 -18.1 NA NA ASCE 7-10 SECTION 28.6.4 & SECTION 30.2.2 - MINIMUM PRESSURES MAIN WIND FORCE RESISTING SYSTEM - MINIMUM PRESSURES (ENVELOPE PROCEDURE) ASCE 7-10 28.6.4 The load effects of the design wind pressures from ASCE 7-10 Section 28.6.3 shall not be less than the minimum load defined by assuming the pressures, ps, for Zones A and C -equal to 1-16.0 psf, Zones B and D equal to +8 psf, while assuming Zones E, F, G, and H all equal to 0 psf. COMPONENTS AND CLADDING - MINIMUM PRESSURES ASCE 7-10 30.2.2 The design wind pressure for components and cladding of buildings shall not be less than a net pressure of 16 psf acting in either direction normal ot the surface. -g rt S I CA. "4„._ Design Criteria -1BC2015 - Revised 02/04/16 PCS Design Criteria - IBC 2015 11-26-16 Update (7),x1s(Wind) Project: KCHA Job Number. 19496 al PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMB Date: 06/26/19 DESIGN CRITERIA - WIND FIGURE 30.5-1. ASCE 7-10 3rd Printing Components and Claddlny - Method 1 ure30.5- Enclosed Bel dins Gable Roof El Interior Zones mger - semi - ay. 'in Walls & Roofs Hip Roof (7° < 0 27°) 7°) Gable Roof (7° < 6 45°) Eno Zones II Comer Zones Rio- ;mg.-mi. 411114 halt • 0100 a a: 1. Pr•sou nen Chown are applied normal in the outfue, for epr1r t,at h-34) ef. (9. lro, A a jU t other conditions using Equation 30_5- Plus and minim signs signify pressure, ocriug toward and away from the notrfa,..en„ respectively. 3. F•71 bp rot' 13:1," Zzoo 3 shall be weaned as Zr 2. J. Pot effect-1,e wind areas between those given. value rony be interpaln red, othermviee ime the vn hie 10 souia evi, with the loner effective wind area. 5.. Notation: a: 1.0 percent of leaf' horiront-al dimension or i3.4h_ whichever is smaller. but not boo thon either4 of least horizontal dant wipe or 3 et 0.9 en4. 1a: Mean roof height. in feet timeteral„ e74.capt diJr taw/ height shall iT5 used Sor roof angles - I in 9: Angle of place of roof from horizontal, io 4egreee. Design Criteria - ISC2015 - Revised 02/04/16 PCS Design Criteria - IBC 2015 11-26-18 Update (7).xls(Wind C$.C) Project: kat/4 JobNo l9C. Subject AI,A4 ShPet Name. 71U6 Structural Solutions Originating Office: j Seattle 1 Tacoma Portland Date. /2-49 /i -174-rit I, I- - f I-1 i/rP SCAL 2C-5 CrilLe; W IP 7-6 r Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.3832797 101 SW Main Street, Suite 280 • Portland, OR 97204 • WI; 503.232,3746 ww.v.pcs-structuratcom Project: Job No: 11 -4 9 4, Subject: Sheet Name. Mao Structura SolutionsOriginating Office: Li Seattle Tacoma J Portland Date' 6/1 9 /1 r o 0( ( CA_s reh- Ca..- A IC (.14 L-0 GA.- 5 Se,e_ COA /t 11 ) 14 • 2r 52- it, • GAF f 412-5 .t_17 -5 /6 a /1'4 A-3 CJiji 5 6, 51S sie‘-e-Az 0 &I.J21 (2._ I )c• 6 I (< s C.."^ I•••• a f #. C. • vd;f•-•1) 57-e f6; dk-. 11. "FL/ F ( 5 0 2 . 5 e_AA. (• . Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292,5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural,com Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Column Lic. # KW-06002327 Description : Parapet Brace Printed: 20 JUN 2019, 1:17PM Code References Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used IBC 2015 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height 4.250 ft ( Used for non -slender calculations ) Wood Species Douglas Fir - Larch Wood Grade No.2 Fb + 900.0 psi Fv 180.0 psi Fb 900.0 psi Ft 575.0 psi Fc - Rd' 1,350,0 psi Density 31.210 pcf Fc • Perp 625.0 psi E : Modulus of Elasticity . x-x Bending y-y Bending Basic 1,600.0 1,600,0 Minimum 580.0 580.0 Applied Loads Column self weight included 4.836 Ibs * Dead Load Factor AXIAL LOADS .. . Axial Load at 4.250 ft, Xecc = 0.750 in, W = 0.6780 k DESIGN SUMMARY Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly Axial 1,600.0 ksi File = G:l2019 Jobs119496 KCHA Pacific CourCalcs119496 talcs jrnb,ec8 , oftwaracop rij• ENERCALC, INC, 1983-2018, Build:10.18.10.31 . Licensee PCS STRUCTURAL SOLUTIONS 2x4 Graded Lumber Sawn 1.50 in Allow Stress Modification Factors 3.50 in Cf or Cv for Bending 5.250 inA2 Cf or Cv for Compression 5.359 in^4 Cf or Cv for Tension 0.9844 in^4 1.50 1.150 1.50 Cm : Wet Use Factor 1.0 Ct : Temperature Factor 1.0 Cfu Flat Use Factor 1.0 Kf : Built-up columns to NOS 15.32 Use Cr : Repetitive ? No Brace condition for deflection (buckling) along columns: X-X (width) axis : Unbraced Length for X-X Axis buckling .4.250 ft, K = 1,0 Y-Y (depth) axis Unbraced Length for Y-Y Axis buckling .4.250 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Governing NOS Forumla Location of max.above base At maximum location values are ... Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of makabove base Applied Design Shear Allowable Shear Load Combination Results 0.1974 :1 +D+0.60W+H Comp Only, fc,/Fc' 0.0 tt 0.4116 0.0 k-tt 0.0 k-ft 397.294 psi 0.005935 : 1 +0+0.50W÷H 4.250 ft 1.709 psi 288.0 psi Load Combination CD C p Maximum SERVICE Lateral Load Reactions .. Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X•X 0.009971 k Bottom along X-X 0.009971 k Maximum SERVICE Load Lateral Deflections Along Y-Y 0.0 in at 0.0 fl above base for load combination : n/a Along X-X -0.05434 in at 2.482 ft above base for load combination : W Only Other Factors used to calculate allowable stresses Bending Compression Tension Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios s Ratio Status Location +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0,750L+0,750S+H +D+0.60W+H +D+0,70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +0+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 0,900 0.274 0.002402 PASS 0.0 ft 1.000 0.249 0.002382 PASS 0.0 ft 1.250 0.202 0.002347 PASS 0.0 ft 1.150 0.219 D.002359 PASS 0.0 ft 1.250 0.202 D.002347 PASS 0.0 ft 1.150 0.219 0.002359 PASS 0.0 ft 1.600 0.160 0.1974 PASS 0.0 ft 1.600 0.160 0.002319 PASS 0.0 ft 1.600 0.160 0.1486 PASS 0.0 ft 1.600 0.160 0.1486 PASS 0.0 ft 1,600 0.160 0.002319 PASS 0.0 ft 1.600 0.160 0.1964 PASS 0.0 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.005935 PASS 4.250 ft 0.0 PASS 4.250 ft 0.004451 PASS 4.250 ft 0.004451 PASS 4.250 ft 0.0 PASS 4.250 ft 0.005935 PASS 4.250 ft Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Column Lit. : KW-06002327 Description : Parapet Brace Load Combination Results Load Combination +0.60D+0.70E+0.60H Maximum Reactions Load Combination Co Cp 1.600 0.160 Printed: 20 JUN 2019, 1:17PM File = G12019 Jobs \19498 KHTPacific Counalcs 119496 talcs Jm&ec6 Software copyright ENERCALC, INC. 1983.2018, Build;10.18.10.31 Maximum Axial + Bending Stress Ratios ns : PCS STRUCTURAL SOLUTIONS Maximum Shear Ratios Stress Ratio Status Location Stress Ratio Status Location 0.001391 PASS 0.0 ft 0.0 PASS 4.250 ft Note: Only non -zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My - End Moments k-tt Mx - End Moments 0 Base @ Top It Base © Top +D+H +D+L+H +0+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +0+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only -0.006 0.006 -0.004 0.004 -0.004 0.004 -0.006 0,006 -0.010 0.010 Maximum Deflections for Load Combinations @ Base 0 Base @ Top 0 Base it Top 0.005 0.005 0.005 0.005 0.005 0.005 0.412 0.005 0.310 0.310 0.005 0.410 0.003 0.005 0.678 Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft +0+0.750Lr+0.750L+H 0.0000 in 0.000 ft +0+0.750L+0.750S+H 0.0000 in 0.000 ft +D+0.60W+H -0.0326 in 2.482 ft +D+0,70E+H 0.0000 in 0.000 ft 40+0.750Lr+0.750L+0,450VV+H -0,0245 in 2.482 ft +D+0.750L+0.750S+0.450W+H -0.0245 in 2,482 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft +0,600+0,60W+0,60H -0.0326 in 2.482 ft +0.600+0.70E+0.60H 0.0000 in 0.000 ft D Only 0.0000 in 0.000 ft Lr Only 0.0000 in 0.000 ft L Only 0.0000 in 0,000 ft S Only 0,0000 in 0.000 ft W Only -0.0543 in 2.482 ft E Only 0.0000 in 0,000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0,000 in 0.000 in 0.000 in 0.000 in 0,000 in 0,000 in 0,000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0,000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Column Lic. # : KW-06002327 Description : Parapet Brace Sketches ct o' 1.50i rX Load 1 Printed: 20 JUN 2019, 1:17PM File = G:12019 Jobs 1194g6 KCHA Pacific Court\Calcs119496 calcs imb.ec6 NERCALC, INC.1983 2418, BuiEd:I0.18.1© SOLUTIONS :Peat*. Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Beam Lic. #: KW-06002327 Description : Sleepers CODE REFERENCES File = G:12019 Jobs Software Printed: 20 JUN 2019, 1:41PM 490 KCHA Pacific Court\Calcs119496 cafes jmb.ec6 ENERCALC, INC. 1983-2018, Build:10.18.10. Licensee PCS STRUCTURAL SOLUTIONS Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing Fb + Fb- Fc : Douglas Fir - Larch Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling : No.2 W(C 68) 900.0 psi E : Modulus of Elasticity 900.0 psi Ebend- xx 1,600.0 ksi 1,350.0 psi Eminbend - xx 580.0 ksi 625.0 psi 180.0 psi 575.0 psi Density 31.210pcf 5 50 X 2 50 Span = 2.0 ft Applied Loads Point Load : W = 0.680 k 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.285 1 5.50 X 2.50 427.29psi 1,497.60 psi +D+0.60W+H 1,000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.018 in Ratio = 0.000 in Ratio = 0.011 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length +0+H Length = 2.0 ft 1 +D+L+H Length = 2.0 ft +D+Lr+H Length = 2.0 ft 1 +D+S+H Length = 2.0 ft +0+0.750Lr+0.750L+H Length = 2.0 ft +D+0.750L+0.750S+H Length = 2.0 ft Max Stress Ratios Span # M V 1326 >=360 0 <360 2211 >=240 0 <240 Cd C FN C i C Cm C t Oesi rt OK 0.097 :1 5.50 X 2.50 22.25 psi 230.40 psi +D+0.60W+H 0.000ft Span # 1 Moment Values M fb F'b Shear Values V fv F'v 0.90 1.300 0,80 1.00 1.00 1.00 1.00 1,300 0.80 1.00 1.00 1,00 1,00 1.00 1.300 0.80 1.00 1.00 1,00 1.00 1.300 0.80 1.00 1.00 1.00 1.00 1.25 '1.300 0.80 1.00 1,00 1.00 1,00 1.300 0.80 1.00 1.00 1 00 1.00 1,15 1,300 0.80 1.00 1.00 1.00 1,00 1.300 0,80 1.00 1.00 1.00 1.00 1.25 1,300 0.80 1.00 1.00 1.00 1.00 1.300 0.80 1.00 1.00 1,00 1.00 1.15 1.300 0.80 1.00 1.00 1,00 1.00 0.00 842,40 0.00 936.00 0.00 1170,00 0.00 1076.40 0.00 1170.00 0.00 1076.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.60 0.00 144.00 0.00 180.00 0.00 165.60 0.00 180.00 0.00 165.60 Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 r-- Wood Beam Printed: 20 JUN 2019, 1:41PM File = G:\2019 Jobs119496 KCHA Pacific Court\Calcs\19496 calcs jmb.ec8 Software cc dgftl EN R ALC, INC. 1983-2018, 8uild:10.18.10.31 . Lic. #: KW-06002327 Licensee : PCS STRUCTURAL SOLUTIONS Description Load Combination Segment Length Span # M V C d C FN C Cr Cm C t C L tb Pt) V fv F'y Si epers Max Stress Ratios Moment Values Shear Values +D+0.60W+H 1,300 0.80 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0,00 Length = 2.0 ft 1 0,285 0.097 1.60 1,300 0.80 1.00 1.00 1.00 1.00 0,20 427.29 1497.60 0,20 22.25 230,40 +D+0.70E+H 1.300 0.80 1.00 1,00 1.00 1,00 0.00 0,00 0.00 0.00 Length = 2.0 ft 1 1.60 1,300 0.80 1.00 1.00 1.00 1.00 1497.60 0.00 0.00 230.40 +D+0.750Lr+0.750L+0.450W+H 1.300 0.80 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.0 ft 1 0.214 0.072 1.60 1,300 0.80 1,00 1,00 1.00 1.00 0.15 320.47 1497.60 0.15 16.69 230.40 +D+0.750L+0.750S+0.450W+H 1.300 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.0 ft 1 0.214 0.072 1,60 1.300 0.80 1.00 1.00 1.00 1.00 0.15 320.47 1497.60 0.15 16.69 230.40 +D+0.750L+0.750S+0.5250E+H 1.300 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 2.0 ft 1 1.60 1.300 0.80 1.00 1.00 1.00 1.00 1497.60 0.00 0.00 230.40 +0.60D+0.60W+0,60H 1.300 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.0 ft 1 0.285 0,097 1.60 1.300 0.80 1.00 1.00 1.00 1,00 0.20 427.29 1497.60 0.20 22.25 230.40 +0.60D+0.70E+0.60H 1,300 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 2.0 ft 1 1.60 1,300 0.80 1.00 1.00 1.00 1.00 1497.60 0.00 0.00 230.40 Overall Maximum Deflections Load Combination Span Max. °-" Dell Location in Span Load Combination Max. "+" Dell Location in Span W Only Vertical Reactions Load Combination Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H +D+S+1-1 +D+0.7501..r+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +0+0,750Lr+0.750L+0.450W+H +D+0,750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0,70E+0.601-1 D Only Lr Only L Only S Only W Only E Only H Only 0.0181 1.000 0,0000 Support notation Far left is #1 Values in KIPS Support 1 Support2 0.000 0.340 0,340 0.340 0.340 0.204 0.204 0.153 0.153 0.153 0.153 0.204 0.204 0.340 0.340 Structural Solutions Ot-S 1C?krvi. •-) Project: Subject: ta.i Originating Office: Job No. V 2- Sheet Name. Seattle Tacoma ru. (Ay__ *L4 6 0 0.x33 f4- k t.%P U. (34) 1.Z x i• 67' 111 194- Portland Date: 7/9 /i (Lzk (I( ? x 1 .5 31, (A,;,, ).112...;„; 4. 5 n -4- ott_. r E-A-4.s a Af L.113 (sae/0.2_5- 2..11.• /C 0.5Ad 15". CA .0% I DM, Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com Project: Job No: t9`t96 Structural Solutions Subject: Originating Office: ,C1 }✓ Sheet Seattle Name. "jMle) Tacoma [l Portland Date. f/ 4 S= 3 1 641 2_ s `(5 1.11 4. ( v. �5 «a a. 2(.3 kt v.G I( 7-o 41; = 22. 3 (4.,,r 64, , c,T1 v.6ly c itbIL &) so o4_, 2‘ (2) sc's 1K rb 'K fJt �11f-L Ca^svvod++' Seattle Tacoma Portland 1011 Western Avenue, Suite 810 . Seattle, WA 98104 • lei: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • ter 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com Structural Solutions Project: Ke-44 Subject: Originating Office: " 431 lob No. !SI"( et Name' -.nil?) Seattle Tacoma 2_ Tr lb (2-b e1F (Ctry c4— Portland Date' (g/2-0 /i (e) Ts1 - 2_0 0 c -2.)1 "0. (12Fik 2-4sciAAAA).-) 04) Su ) 2,1) f 7-1( I (A 1. flf 5 a Oaf 1,400../t....- I 4I KA-MC 4-1 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206,292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel. 253.383.2797 101 SW Main Street. Suite 280 • Portland, OR 97204 tel: 503,232,3746 www,pcs-structural.corn Project: k.aftek Subject: (e) 04. Frialtio Sheet Job No: I 9 -44 57k0 Name: Structural Solutions Originating Office: Seat1IJ Tacoma fl Portland Date: /2.4 it 9 ure.... Or) •et SLI.ALe : s pt/t. 2_ 9.2 ft 2-1 2-tf o qtf 16 EA -a\ 4,- I/440 tir15 gi.16 C f" togat_ cLct4 rilsoVl-C., 101 • r S 411- " Pc 1,4 I" ( ILI4o III- Pp (c'i-) c:--> i /IA= 1'(55 it-4 c —) e_ "Lir- r5 /Cs ) * a- 76 Ito Lk Ca.v, 5-4- D. \) Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • Tel' 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 tel' 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel; 503.232.3746 www.pcs Project Title: Engineer: Project ID: Project Descr: Load Combination Segment Length +D+H Length .= 18.0 ft +D+L+H Length = 18.0 ft +D+Lr+H Length 18.0 ft +D+S+H Length -.18.0 ft +D+0,750Lr+0.750L+H Length = 18.0 ft +D+0.750L+0.750S+H Tille Block Line 6 Wood Beam Lic. #: KW-06002327 Description ; E Framing - Case 1 - Perimeter Joist CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7- 0 Load Combination Set : IBC 2015 Material Properties Printed: 20 JUN 2019, 2:34PM File = G:12019 Jobs 9496 KCHA Pacific CourCalcs119496 calcs jmb ec6 Software ..$right ENERCALC, INC.1983-2018, Build:10.18.10.3i . Licensee : PCS STRUCTURAL. SOLUTIONS Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb + Fb - Pc - PrIl Fc - Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E: Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580 ksi Density 31.21 pcf W10 12) D(0 03)"S(0 05) a 3.0 X 9.250 Span = 18.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0 0250 ksf, Tributary Width = 2.0 ft Uniform Load : W = 0.120 , Tributary Width = t.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.871: 1 Section used for this span 3.0 X 9.250 fb : Actual 1,380.25psi FB : Allowable 1,584.00psi Load Combination +D+0.750L+0.750S+0.450W+H Location of maximum on span = 9.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.901 in 0.000 in 0.912 in 0.000 in Maximum Shear Stress Ratio Section used for this span Iv Actual Fv: Allowable Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span# M V Cd C Ftv C I C Load Combination Location of maximum on span Span # where maximum occurs 236 >=180 0 ‹180 3.0 X 9.250 54.36 psi 288.00 psi D 0.750L+0.750S+0.450W+H 17,277 ft Span # 1 z t/ Moment Values Shear Values C t CL Mfb F'b V iv F'v 0.382 0.083 0.344 0.075 0.275 0.060 0.798 0.173 0.275 0.060 0.90 1.100 1.100 1.00 1.100 1.100 1.25 1.100 1.100 1,15 1.100 1.100 1.25 1.100 1.100 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.22 340.80 1.22 340.80 1.22 340,80 3.24 908.81 1,22 340.80 0.00 891,00 0.00 990.00 0.00 1237.50 0.00 1138.50 0.00 1237.50 0.00 0.00 0.25 0.00 0.25 0.00 0.25 0.00 0,66 0.00 0.25 0.00 0.00 13,42 0.00 13.42 0,00 13.42 0.00 35,79 0.00 13.42 0.00 0.00 162.00 0.00 180.00 0.00 225.00 0,00 207.00 0.00 225.00 0.00 Project Title: Engineer: Project ID: Project Descr: lock Line 6 ood Beam # KW-06002327 Printed: 20 JUN 2019, 2:34PM File = G:12019 Jobs \194 KCHA Pacific CourtICalcs119496 cafcs jmb.ec6 . Software copyricir.; ENERCALC. INC, 1983-2018, Build:10,18,10,31 , Licensee : PCS STRUCTURAL SOLUTIONS Description : (E) Framing - Case 1 • Perimeter Joist Load Combination Max Stress Ratios Shear Values Moment Values Segment Length Span # M V Cd C - FN C Cr Cm C t C L M tb Fb V fv F'y Length = 18.0 ft 1 0.674 0.146 1.15 1.100 1.00 1,00 1.00 1.00 1.00 2.73 766.61 1138.50 0.56 30.20 207.00 +D+0.60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 tt 1 0.732 0.158 1,60 1.100 1.00 1.00 1.00 1.00 1.00 4.13 1,158.73 1584.00 0.84 45,64 288.00 +D+0.70E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18,0 ft 1 0.215 0.047 1.60 1.100 1,00 1.00 1.00 1.00 1.00 1.22 340.60 1584.00 0.25 13.42 288.00 +D+0.750Lr+0.750L+0.450W+H 1.100 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.602 0.130 1.60 1.100 1.00 1.00 1.00 1.00 1.00 3.40 954.25 1584.00 0.70 37.58 288.00 +D+0.750L+0.750S+0.450W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.871 0.189 1.60 1.100 1.00 1.00 1.00 1.00 1.00 4,92 1,380.25 1584.00 1.01 54.36 288.00 +D+0.750L+0.750S+0.5250E+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.484 0.105 1.60 1,100 1.00 1.00 1,00 1.00 1.00 2.73 766.81 1584.00 0,56 30.20 288.00 +0.60D+0,60W+0.60H 1.100 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 18.0 ft 1 0.645 0.140 1.60 1.100 1.00 1.00 1.00 1.00 1,00 3.65 1,022,41 1584.00 0.74 40,27 288.00 +0.60D+0,70E+0.60H 1,100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 18.0 ft 1 0.129 0.028 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.73 204.0: 1584.00 0.15 8.05 288.00 Overall Maximum Deflections Load Combination Span Max. "-" Dell Location in Span Load Combination Max. '+' Dell Location in Span +D+0.750L+0.7505+0.450W+H 1 0.9118 9.066 0.0000 Vertical Reactions Support notation Far left is 41 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 1.094 1.094 Overall MINimum 1.080 1.080 +D+H 0.270 0.270 +D+L+H 0.270 0.270 +D+Lr+H 0.270 0.270 +D+S+H 0.720 0.720 +D+0,750Lr+0.750L+H 0.270 0,270 +D+0.750L+0.750S+H 0.608 0.608 +D+0,60W+H 0.918 0.918 +D+0.70E+H 0.270 0.270 +D+0,750Lr+0.750L+0.450W+H 0.756 0.756 +D+0.750L+0.750S+0.450W+H 1.094 1.094 +D+0.750L+0.750S+0.5250E+H 0.608 0.608 +0.60D+0.60W+0.60H 0.810 0.810 +0,60D+0,70E+0.60H 0.162 0.162 D Only 0.270 0.270 Lr Only L Only S Only 0.450 0.450 VV Only 1.080 1.080 E Only H Only Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 General Beam Analysis Lic. : KW-06002327 Printed: 20 JUN 2019, 4:21PM Description : (E) Framing - Case 2 Moment Comparison General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Lent = x Applied Loads 12.0 it W(C) 24 Area = D(0 03)65(0 05) Span = 12 0 fl File = G:12019 Jcbs119496 KCHA Pacific CourtICalcs119496 calcsjmb,ec6 Software cop ri!hl ENERCALC, INC. Licensee : PCS STRUCTURAL SOLUTIONS 10.0 inA2 Moment of Inertia = 100.0 inA4 Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0 0250 ksf, Tributary Width = 2.0 ft Point Load : W = 0.240 k @ 4.250 ft DESIGN SUMMARY Maximum Bending =- Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 15 1,1 4,4 MEMBER--» +0+0.750L+0. 1.455k-ft 750S+0.450W+H Span # 1 5.460ft 0.008 in 0.000 in 0.013 in 0.000 in 1Evi Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 17759 0 11062 3107853 tve eriduk e 0.480 k +D+S+H Span # 1 0.000 ft , 1 I14 2.34 3,54 4,74 5,94 7.14 6'4 9,54 10,74 11, 4 Distance (ft) +D+;+11 1 +D+0.E.DWO 1 +60.1SOL+1).7S05+6.41S61041 Project: K Job No (9—K9� Subject::Aw Kt "itructu 'al Solutions Originating Office: Sea Ot_- 15 C 2-5 7f Sheet zS" rin(3.54 5 9k3Gat: x 6 Name: Portland Date' 0,2,(3�14,•;K(24 1r i,'9 $7uc' (v*L4.. Q IA EL 3Ft y 29+c1b`;i x 12 lZ - 0.30 it. 0/I • 5'£ Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206,292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com Project: Structural Soiutio Subject: Originating Office: .'ea tie Sheet Job No: 1 51-41 940" Name. 714-4-6 'amnia 1 l'orIand Date: 446L(ufuwj-' - „A E vu•tr 15 + 7-5 ri; &) 5-0 5 Cce.44,-.5 € Ok at g. rcr 016kt, 0.6 iScs ') se 3 ig 1.5 z-3 11, 1. 6 " 1 1 7-ib-42 C •••• Sip 5c. s I 0 zr 54/ 4 1 1 Li I CAA CitstkoL 01 5 o s (Co r cry 4+; Seattle Tacoma Portland 1011. Western Avenue, Suite 810 • Seattle, WA 98104 • tel; 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel. 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 - tel: 503.232.3746 www.pes-structural.com Project: its Job No. 9 9 Subject: AfiV el; 04- Sheet Name. Structural Solutions Originating Office: Seattle gl Tacoma 0 Portland Date. it 7 (0 .5 V c 235 14 e, z2. 2_ D (4 (i) 505 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2219 City of Tukwtila BUILDING DIV ©h1 Table of Contents WELCOME Contacts and Website Pro Field Guide Contents SECTION 1: WORK PRACTICES Safety Precautions Material Handling Equipment You May Need Weather Considerations 7 7-8 10 10 11 11 SECTION 2: PRODUCT DATA SHEETS EverGuard Extreme® TPO - Fleece -Back Membrane EverGuard Extreme° TPO 50 mil 13 EverGuard Extreme° TPO 60 mil 13 EverGuard Extreme° TPO 70 mil 13 EverGuard Extreme° TPO 80 mil 14 EverGuard Extreme® TPO - Smooth Membrane EverGuard Extreme° TPO 50 mil 14 EverGuard Extreme° TPO 60 mil 14 EverGuard Extreme° TPO 70 mil 15 EverGuard Extreme° TPO 80 mil 15 EverGuard® TPO - Smooth Membrane EverGuard® TPO 45 mil 15 EverGuard® TPO 60 mil 16 EverGuard® TPO 80 mil 16 EverGuard® TPO - Fleece -Back Membrane EverGuard® TPO 45 mil 16 EverGuard® TPO 60 mil 17 EverGuard® TPO 80 mil 17 EverGuard® Freedom' TPO Self -Adhered EverGuard® Freedom"' TPO HW Membrane 17 EverGuard® FreedomTM TPO with RapidSeamTM Technology 18 EverGuard® PVC - Smooth Membrane EverGuard° PVC 50 mil 18 EverGuard° PVC 60 mil 18 EverGuard° PVC 80 mil 19 EverGuard® PVC- Fleece -Back Membrane EverGuard° PVC 50 mil 19 EverGuard° PVC 60 mil 19 EverGuard° PVC 80 mil 20 EverGuard® PVC with Elvaloy - Smooth Membrane EverGuard° PVC XK 50 mil 20 EverGuard° PVC XK 60 mil 20 EverGuard° PVC XK 80 mil 21 EverGuard® PVC with Elvaloy - Fleece -Back Membrane EverGuard° PVC XK 60 mil 21 EverGuard° PVC XK 80 mil 21 1 Table of Contents EverGuard® & EverGuard Extreme® TPO Roofing Accessories Corner Curb Wrap T Joint Cover Patch Scupper Pourable Sealer Pocket Fluted Corner Universal Corner Inside Corner Square Tube Wrap Preformed Vent Boot Preformed Split Pipe Boot EverGuard® TPO Heat -Weldable Cover Tape EverGuard® TPO Double -Sided and Strip -In Tapes EverGuard® Vent UN-55 Detailing Membrane EverGuard Extreme® TPO 45 mil Utility Flashing Strip Expansion Joint EverGuard® TPO Yellow Safety Tape EverGuard® TPO 6" (152 mm) Cover Tape RTA (Roof Transition Anchor) Strip TPO 45 Utility Flashing Strip Coated Metal Sheet Walkway Roll TPO Drain Coated SpeedTiteT`" Drain Coated Hercules Drain 22 22 23 23 24 24 24 25 25 26 26 27 27 28 28 28 29 29 29 30 30 30 31 31 32 EverGuard® PVC Accessories Corner Curb Wrap 33 UN-80 T Joint Cover Patch 33 Pourable Sealer Pocket 34 Fluted Corner 34 Universal Corner 35 Inside Corner 35 EverGuard® PVC Conical Pipe Boot 35 Square Tube Wrap 36 Preformed Split Pipe Boot 36 UN-55 Detailing Membrane 37 Expansion Joint 37 Walkway Roll 37 Coated Metal Sheet 38 Coated SpeedTitetM Drain 38 Coated Hercules Drain 39 Insulation Adhesives LRF Adhesive M 39 TPO LRF Adhesive M Low Temp 40 OlyBond500® Bag In Box 40 OlyBond500® Bag In Box (Cold Weather) 40 OlyBond500® Spot Shot 41 OlyBond500® Equipment Free Canisters 41 GAF 2-Part Roofing Adhesive 42 GAF 2-Part Roofing Adhesive (Cold Weather) 42 Single -Ply Membrane Adhesives EverGuard® #1121 TPO Bonding Adhesive 43 EverGuard® WB 181 Bonding Adhesive 43 EverGuard® Low VOC TPO Bonding Adhesive 43 EverGuard® TPO 3 Square Low VOC Bonding Adhesive 44 EverGuard® PVC Bonding Adhesive 44 GAF 2-Part Roofing Adhesive 44 2 Table of Contents LRF Adhesive M TPO LRF Adhesive M Low Temp LRF Adhesive 0 OlyBond500® Equipment Free Canisters Primers/Cleaners EverGuard® TPO Seam Cleaner TPO Low VOC Primer EverGuard® TPO Primer EverGuard® TPO Base Coat 45 45 45 46 46 47 47 47 Sealants FIexSeaITM Caulk Grade Sealant 48 TPO Cut Edge Sealant 48 EverGuard® Liquid Flashing 48 EverGuard® One -Part Pourable Sealant 49 EverGuard® Two -Part Pourable Sealant 49 WaterBlock Mastic 49 Drill -Teem Insulation Plates & Fasteners Drill -Teem Roofing Fasteners 50 Drill -Teem Insulation Plates 50 Drill-TecTM Pre -Assembled Fasteners 50 Drill -Teem Membrane Plates &Fasteners Drill -Teem Roofing Fasteners 51 Drill -Teem Bar 51 Drill-TecT" PLates, Fasteners & RhinoBond® Drill -Teem RhinoBond® Fasteners 52 Drill -Teem Fastening Tools 52 Specialty Deck Drill -Tee" Fasteners & Plates Drill -Teem LD Fastener 53 Drill -Teem Polymer GypTec® Fastener 53 Drill -Teem Locking Impact Nails 53 Drill -Teem Base Sheet Fastener 53 EnergyGuardTM & EnergyGuardTM NH Polyiso Insulation Flat Stock Physical Characteristics 4' x 4' 1.2 m x 1.2 m 54-55 Flat Stock Physical Characteristics 4' x 8' (1.2 m x 2.4 m) 56-57 Tapered Physical Characteristics and Shipping Information 58 Recycled Content Chart 58-59 EnergyGuardTM HD & HD Plus Polyiso Insulation Flat Stock Physical Characteristics 4' x 4' 1.2 m x 1.2 m 60 Flat Stock Physical Characteristics 4' x 8' (1.2 m x 2.4 m) 60 Insulation Fastening Patterns 2' x 4' 610 mm x 1.2 m) Boards 61-63 Insulation Fastening Patterns 4' x 4' 1.2 m x 1.2 m) Boards 64-71 Insulation Fastening Patterns 4' x 8' 1.2 m x 2.4 m) Boards 72-77 SECTION 3: SPECIFICATION TABLES & GUIDELINES EverGuard® Mechanically Attached Roofing Systems TPO Specification Tables New or Tear -off 79 Re-cover 80 PVC Specification Tables New or Tear -off 81 Re-cover 82 Insulation Attachment Table 83-84 3 Table of Contents Perimeter Half Sheet Table TPO & PVC Membrane Attachment Table TPO Specification Plate PVC Specification Plate PVC Specification Plate EverGuard® Adhered Roofing Systems TPO Specification Tabies New or Tear -off 91 Re-cover 92 PVC Specification Tables New or Tear -off 93 Re-cover 94 Insulation Attachment Table 95-96 TPO Specification Plate 97 PVC Specification Plate 98 PVC Specification Plate 99 Low -Rise Foam Adhesive Securement Table 100-102 EverGuard® Membrane Adhesion Guidance Table 103 EverGuard® Membrane Adhesive Coverage Rates Guidance Table 104-105 EverGuard® Ballasted Roofing Systems TPO Specification Tables New or Tear -off 106 Re-cover 107 PVC Specification Tables New or Tear -off 108 Re-cover 109 Ballast Type and Application Requirements 110 Standard Ballast Schedule 111 TPO Specification Plate 112 PVC Specification Plate 113 PVC Specification Plate 114 EverGuard® RhinoBond® Roofing Systems TPO & PVC Specification Tables New or Tear -off 115 Re-cover 116 Attachment Table 117 Attachment Table - Metal Roof Retrofit 118 Attachment Table - Wood Purlins 119 TPO Specification Plate 120 PVC Specification Plate 121 PVC Specification Plate 122 EverGuard® FreedomTM Self -Adhered Roofing Systems TPO Specification Tables New or Tear -off 123 Re-cover 124 Insulation Attachment Table 125-126 TPO Specification Plate - Heat -Welded 127 TPO Specification Plate - RapidSeamTM 128 SECTION 4: INSTALLATION Installation Tips 130 Surface Preparation 130 Adhesion Testing Guidelines 131-133 Thermoplastic Membrane Seam Cleaning Guidelines 134-135 Heat -Welding Thermoplastic Membrane Guidelines 136-140 Test Welding Guidelines 141-142 Seam Probing Guidelines 143-144 4 84 85-87 88 89 90 Table of Contents Walkway Installation Cold Storage Guidelines Inspection Issues Field Quality Control Maintenance 145 146-147 148-153 154 154 SECTION 5: ARCHITECTURAL DETAIL DRAWINGS 100 Series - Field of Roof Details 100F Drill-TecTm RhinoBond® Assembly Purlin Detail 156 101A Roof Membrane Layout Detail 157 1018 Roof Membrane Layout Detail 158 101F Purlin Fastening Zones 159 105A T-Joint Cover Patch Detail 160 106 Roof Area Zone Layout Detail 161 110A Ridge Detail 162 110F Metal Roof Ridge Detail 163 112 Change of Deck Plane Detail 164 113A Valley Detail 165 115 Cut Edge Sealant Detail 166 116A Membrane Edge Detail 167 200 Series - Roof Edge Details 202A Coated Metal Roof Edge Detail 168 202B Roof Edge with TPO Cover Tape Detail 169 202F Metal Roof Edge Detail 170 204 Coated Metal Joint Detail 171 208 Termination Bar Roof Edge Detail 172 211 Gutter with Coated Metal Edge Detail 173 213 Roof Edge with TPO Cover Tape Detail 174 2138 Cover Tape at Roof Edge Detail 175 214 Cover Tape at Gutter Edge Detail 176 2148 Cover Tape at Gutter Edge Detail 177 215B Cover Tape Overlap at Roof Edge Detail 178 218 TPO Cover Tape Heat -Weld Strip Overlap at Roof Edge Detail 179 219 Cover Tape Heat -Weld Strip End Joint at Roof Edge Detail 180 220 Cover Tape Heat -Weld Strip at Edge Detail 181 300 Series - Wall and Curb Details 303 Wall Cap Detail 182 316 Parapet Wall with Metal Edge and TPO Cover Tape Detail 183 317 Alternate High Wall Flashing Detail 184 317A High Wall Flashing Detail 10' (3.05 m) Wide Sheets 185 318A Termination Detail 1-3 186 318B Termination Detail 4-5 187 319 Counterflashing Re -roof Detail 188 324 Scupper - Premanufactured 189 327A Inside Corner Reinforcement - Preformed Corner Detail 190 327B Inside Corner Reinforcement - Preformed Corner Detail 191 327D Inside Corner Reinforcement - Field Fabrication Detail 192 328A Inside Corner Fabrication - 2 Step "Pig Ear" Up Detail 193 3286 Inside Corner Fabrication - "Pig Ear" Down Detail 194 329A Outside Corner Reinforcement - Preformed Corner Detail 195 400 Series - Expansion Joint Details 403A TPO Factory Fabricated Wall Expansion Joint Detail - Flat Type 196 4036 Field Fabricated Wall Expansion Joint Detail - Flat Type 197 5 Table of Contents 500 Series - Roof Penetration Details 503A Termination at R.T.U. with Welded Lap Detail 198 503B Termination at Existing R.T.U. with Counterflashing Detail 199 505 Roof Hatch Detail 200 506A Premolded Vent Boot Flashing Detail 201 507 Field -Wrapped Penetration Flashing Detail 202 508 High Temperature Stack Flashing Detail 203 509 Coated Metal Sealant Box Penetration Flashing 204 511 Exposed Wood Equipment 205 512 Concealed Wood Equipment Support Detail 206 513 Drain - Standard Roof Drain Flashin& Detail 207 514 Drain - EverGuard® TPO Coated Drain Detail 208 515 Drain - EverGuard® Hercules Coated Drain Detail 209 516 Drain - EverGuard® Coated SpeedTiteTM Metal Drain Detail 210 518 Drain - Severe Sump Target 211 519 Drain - Drain Pre -Target 212 520 Drain - Post Target 213 524 Split Pipe Boot Detail 214 525 Pourable Sealer Pocket Detail 215 527 Square Tube Wrap Detail 216 600 Series - Special Construction Details 601A Steep -Slope Tie -In Detail 217 603 Paver Walkway Installation Detail 218 604 Heat -Welded Walkway Installation 219 605 Adhered Looped Lightning Suppression Mounting 220 607 Wall Mounted Lightning Suppression System 221 608 Satellite Dish Mounting 222 SECTION 6: GLOSSARY Glossary 224-225 6 Welcome WELCOME & INTRODUCTION Welcome to Version 1.1 of the EverGuard® TPO/PVC Single -Ply Pro Field Guide. Founded in 1886, GAF has grown to become North America's largest manufacturer of commercial and residential roofing. Professional roofing contractors have long preferred the rugged, dependable performance that only a GAF roof can offer. CONTACTS & WEBSITE ADDRESS: GAF 1 Campus Drive Parsippany, NJ 07054 (973) 628-3000 WEBSITE: www.gaf.com REGIONAL FIELD OFFICES: Eastern 700 Second St., Suites C & D Swedesboro, NJ 08085 Southeastern 13361 N. 56th St. Tampa, FL 33617 Central 900 S. Frontage Road, Suite 350 Woodridge, IL 60517 Southwestern 14911 Quorum Drive, Suite 600 Dallas, TX 75254 Western 11800 Industry Avenue Fontana, CA 92337 TECHNICAL HELP LINE: Our Technical Help Line is a technical assistance service that allows you to contact us directly and speak with a technical representative about specifications, applications, code approvals and product information. Technical Help Line: 1-800-ROOF-411 (1-800-766-3411) Office Hours: 7:30 A.M. — 5:00 P.M. (Central Time Zone) Email: technicalquestions@gaf.com TAPERED DESIGN GROUP (TDG): 1-800-766-3411 Email: tdg@gaf.com PRO FIELD GUIDE CONTENTS THIS PRO FIELD GUIDE COVERS • What is a single -ply roofing system • Basic safety, weather and storage considerations 7 • 11 • OJ Welcome =Dm= 8 • Equipment needed to install • Choosing the right system • Most common installation mistakes • The common system types • Installation details • Product data WHAT IS A SINGLE -PLY ROOFING SYSTEM? A roofing system that is usually composed of: • Single layer roof membrane — TPO — PVC — EPDM • Insulation or cover board — Polyisocyanurate — Expanded or Extruded polystyrene — Perlite — Wood Fiberboard — Gypsum board • Deck — Steel — Structural concrete — Wood — Lightweight Insulating Concrete — Gypsum — Cementitious Wood Fiber • Attached by: • Mechanical fasteners • Adhesives • Ballast • Self -Adhered WHY DOES GAF OFFER SINGLE -PLY ROOFING SYSTEMS? • Single -ply roofs comprise approximately one-half of all commercial roof systems installed. • Single -ply systems allow GAF to offer the best solutions for almost all roof situations by not limiting our customers to only one or two technologies. HAVE SINGLE -PLY ROOFING SYSTEMS BEEN AROUND VERY LONG? • Yes. Single -ply roofs have been used in the U.S. since the early 1970s. WILL THIS GUIDE COVER ALL SINGLE -PLY ROOFING SYSTEMS? • No. This Single -Ply Pro Field Guide will cover two of the most popular Single -ply roof systems: TPO and PVC. • For further detailed information, refer to the specific EverGuard® TPO/PVC application and specification manuals at www.gaf.com. Work Practices Section le Work Practices 9 Work Practices recau t SAFETY PRECAUTIONS SAFETY CAN BE COMPROMISED BY: • High buildings may be a fall hazard. • Dangerous areas: roof edges, steep slopes, ladders, temporary holes, skylights. • Membrane may be slippery and can cause falls when wet from dew, rain, frost or snow, or leaking equipment. • Hot asphalt can cause burns from spills, splashes from filling buckets and luggers, drips over roof edges or through openings, spray from broken piping and fittings, or overheating. • Propane fuel can explode. • Adhesive vapors may be flammable: • Can cause nausea and lightheadedness if inhaled in confined spaces. • Vapors can be drawn into building through HVAC equipment. • Cutting tools and sheet metal edges may cause cuts. • Heavy materials may cause back injuries (refer to product data sheets for weights of materials). • Heat -welding equipment can cause burns and electrical shocks if wiring is improper, submerged in water or disassembled while plugged in. MATERIAL HANDLING Store all roofing materials including rolls, insulation and coated metal: • Flat, on pallets off the ground or roof surface to prevent moisture damage. • Do not stack pallets in such a way as to distort materials. • Do provide plywood protection board if stacking pallets on top of palleted metal to prevent from warping. • DO NOT use packaging for storage of insulation as this may cause condensation on the facer. • Covered with breathable tarps to prevent condensation. Store adhesives, caulking and sealants, fasteners, plates, termination bars and accessories and maximize usability by: • Storing in original packaging on wood blocking or pallets off ground or roof surface to prevent corrosion of metal parts and pails. • Covering with breathable tarps. • Storing in heated area if outside temperatures fall below 40°F (4.5°C) to prevent from freezing. • Keeping away from sparks and open flame sources that could cause a fire. • Storing solvent -based products in approved quantities & approved location. 10 Work Practices EQUIPMENT YOU MAY NEED Tools and equipment needed to install a TPO/PVC roofing system may include... • Brooms (soft & stiff) • Chalk line • Drill bits (carbide, steel) • Electric drill • Eye protection • First -aid kit • Gloves • Gravel -moving equipment • Gravel pusher • Grounded extension cords • Hammer • Hammer drill • Hand-held heat gun • Ladder • Measuring tape • Metal crimpers • Notched squeegee • Pliers • Portable generator • Pull-out tester • Rags • Reciprocal saw • Rivet gun • Robotic welder • Rope • Rubber mallet • Scissors • Screw gun • Screwdriver set • Seam probe • Shovel • Snips • Squeeze bottle • Temporary ballast (planks, tires) • T-square • Utility knife • Vise -grip pliers • Weighted roller • Wire brush • Wood saw • Writing/marking instrument WEATHER CONSIDERATIONS Wet roofing materials may... • Reduce insulation value. • Degrade. • Create slippery conditions. • Increase chances of electrical shocks. Stormy weather... • May include lightning that could strike cranes and ladders. • Requires limiting the roof area being installed prior to the onset of bad weather. • Requires temporary tie -offs. • Requires stored materials to be properly covered and protected for the conditions experienced. Cold weather... • Stiffens roof membranes. • Reduces workability of asphalt, adhesives and sealants. Hot weather... • Rapidly cures adhesives, caulking and sealants. Windy weather... • Creates difficulty in materials handling. • Blows dirt and debris under the roof membrane, onto exposed adhesives and off roof. Cloudy and windy weather and temperature... • Can affect the setting of the automatic welding equipment. 11 1=17 r+ Product Data Sheets 4.1 NV 0 IV u� 0u .+ VI u 3 0 L a 12 Section 2: Product Data Sheets Product Data Sheets EVERGUARD EXTREME® TPO 50 MIL SMOOTH MEMBRANE - Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Colors White, Tan, Gray, Energy Tan, Energy Gray [ - . Full Rolf Size �_ Full Roll Weight , Half Roll , Size --- iHalf Roll Weight 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 271 lbs. (123 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 136 lbs. (61.7 kg) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) 217 lbs. (98.4 kg) 4' x 100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 108 lbs. (49 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage , Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 60 MIL SMOOTH MEMBRANE r',; Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Colors Full Roll Size Full Roll Weight Half Roll Size Half Roll Weight White, Tan, Gray, Energy Tan, Energy Gray 10'x100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 322 lbs. (146 kg) 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 162 lbs. (73.5 kg) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) 257.6 lbs. (117 kg) 4' x 100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 128 Ibs. (58.4 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning I Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 70 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Full Roll Size Roll size 10'x100' White, Tan, Gray, (3.05 x 30.5 m) Energy Tan, Energy Gray (1,000 sq. ft. [92.9 sq. m]) Full Roll Weight 373 lbs. (163 kg) Half Roll i Size Half Roll Weight 136 lbs. (61.7 kg) 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning' Membrane rolls are heavy. Position and install by at least two people. 13 Product Data Sheets EVERGUARD EXTREME® TPO 80 MIL SMOOTH MEMBRANE Roll size Storage ;Safety Warning a. Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll Size 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) Full Rollw Weight 420 lbs. (191 kg) Half Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 210 lbs. (95 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 50 MIL FLEECE -BACK MEMBRANE Roll size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll Size. 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) Full Roll Weight �L 350 lbs. (159 kg) Half Roll Size 1 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 180 lbs. (82 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. }Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 60 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Roll size White, Tan, Gray, Energy Tan, Energy Gray Full Roll Full Roll Size Weight 10' x 100' (3.05 x 30.5 m) 346 lbs. (1,000 sq. ft. (157 kg) [92.9 sq. m]) Half Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 174 lbs. (79 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. ISafety Warning. Membrane rolls are heavy. Position and install by at least two people. 14 Product Data Sheets EVERGUARD EXTREME® TPO 70 MIL FLEECE -BACK MEMBRANE Roll size Storage Safety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll Full Roll Size .y Weight 10'x100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 450 lbs. (204 kg) Half Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 225 lbs. (102 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 80 MIL FLEECE -BACK MEMBRANE Roll size 0 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal anufacturing/packaging tolerance and variation. hite, Tan, Gray, Energy Tan, Energy Gray 10' x 50' 05 x 15.24 m) (500 sq. ft. 46.5 sq. mj) Full Roil Half Roll Half Roll Weight Size I Weight 230 lbs. (104 kg) 5' x 50' (1.52 x 15.24 m) (250 sq. ft. 23.23 sq. m] 116 lbs. (53 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Safety Warning Store rolls on their sides on pallets or shelving in a dry area. brane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 45 MIL SMOOTH MEMBRANE Roll size Storage Safety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll Size 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) Full Roll Weight 256 lbs. (116 kg) 204 lbs. (93 kg) Half Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 4'x100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) Half Roll Weight 128 lbs. (58 kg) 102.4 lbs. (46 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls an their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. 15 Product Data Sheets EVERGUARD® TPO 60 MIL SMOOTH MEMBRANE 0 H Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Roll size White, Tan, Gray, Energy Tan, Energy Gray Full Roll Size _ Full Roll [ Weight Half Roll Size * 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 322 lbs. (146 kg) 162 lbs. (73.5 kg) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) 257 lbs. (117 kg) 4' x 100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 128.8 lbs. (58.4 kg) , Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. ."_1 Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 80 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Colors White, Tan, Gray, Energy Tan, Energy Gray ` Full Roll Size 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) FullRoll Weight Half Roll I Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight 210 lbs. (95 kg) 420 lbs. (191 kg) . Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage ! Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 45 MIL FLEECE -BACK MEMBRANE ^ Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. l Roll size Colors White, Tan, Gray, Energy an, Energy Gra Full Roll J�~ t Size - ^q Full Roll Weight Half Roll Size 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) � __- _-_ fHalf Roll Weight • 144 lbs. (65 kg) 10'x100' (3.05 x 30.5 m) (1,000 sq, ft. [92.9 sq. mj) 270 lbs. (122 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. , Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrane rolls are heavy. Position and install by at least two people. 16 Product Data Sheets EVERGUARD® TPO 60 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size II Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll Size 10' x 100'5'x (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m)) Full Roll Weight 344 lbs. (156 kg) Half Roll [ Half Roll Size Weight 100' (1.52 x 30.5 m) 185 lbs. (500 sq. ft. (84 kg) [46.5 sq. m]) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. t5afety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 80 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Colors Full Roll Size __ 10' x 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq. m]) Full Roll Weight _ 238 lbs. (108 kg) Half RoI I + Size 5' x 50' (1.52 x 15.24 m) (250 sq. ft. [23.23 sq. m]) Half Roll Weight 112 lbs. (51 kg) White, Tan, Gray, Energy Tan, Energy Gray Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. .Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® FREEDOM' TPO HEAT -WELD (NW) MEMBRANE Note, Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation IgRoll Colors Full Roll Size Full Roll Weight /Half Roll Size-L -Half Weight -I 45 60 80 45 60 80 'Roll Size 10' x 50' 5' x 50' White, Tan, Gray, Energy Tan, Energy Gray (3.05x15.24m) 150 Ib. (68 kg) 190 Ib. (862kg) 230 Ib. (1043kg) (152mx152m) 74 Ib. (33.6kg) 101 Ib. (45.81kg) 120 Ib. (54.43kg) 10' x 100' 301 Ib. 365 Ib. 5' x 100' 148 lb. 192 Ib. 230 Ib. (3.05 x 30.5 m) (136.5 kg) (165.6kg) 450 Ib. (152mx305m) (6713kg) (871kg) (1043 kg) =1•li7 1 Note Membrane rolls shipped horizontally on pallets. 1 Storage Store on pallets in a dean, dry area at temperatures below 100.F; protect adhesive side from expo- sure to direct sunlight; and use care when handling the adhesive side of material. The adhesive is aggressive and will stick to skin. - Safety Membrane rolls are heavy. Position and install by at least two people. Warning 17 Product Data Sheets EVERGUARD® TPO WITH RAPIDSEAM"" TECHNOLOGY 0 13. Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation Roil Size Colors . _. __ _ ___ ._.. 45 mil White 60 mil White, Tan, Gray Full Roll Size _ . _ _w. _.,� 5' x 50' (1.52m x 15.2m) '[ Roll Weight (nominal) 60 mil 74 Ib. (33.6 kg) 93 Ib. (42.2 kg) A Note: Membrane rolls shipped horizontally on pallets. Storage Store on pallets in a clean, dry area at temperatures below 100°F; protect adhesive side from exposure to direct sunlight; and use care when handling the adhesive side of material. The adhesive is aggressive and will stick to skin. Safety Warning l ` Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC50 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal ' manufacturing/packaging tolerance and variation. Roll size Colors Full Roll ' Size Full Roll ` Weight 350.6 Ib. (161.5 kg) Half Roll Size 5' x 100' (1.52 m x30.5 m) Half Roll Weight 350.6 Ib. (161.5 kg) 10' x 100' (3.05 m x 30.5 m) Storage Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL SMOOTH MEMBRANE Roll size i Storage ,Safety Warning` Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Full Roll Size 10' x 100' (3.05 m x30.5 m) Full Roll Weight 398.2 Ib. (180.6 kg) 5'x100' (1.52 m x 30.5 m) 199.1 Ib. (90.31 kg) Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Membrane rolls are heavy. Position and install by at least two people. 18 Product Data Sheets EVERGUARD® PVC 80 MIL SMOOTH MEMBRANE Roll size Storage ,Safety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 10' x 100' (3.05 m x 30.5 m) Full Roll Weight Half Roll Size _�._._— 422.5 Ib. (191.6 kg) 5' x 100' (1.52 m x 30.5 m) Half Roll Weight 211.25 Ib. (95.8 kg) Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 50 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Storage 'Safety Warning Colors Full Roll Size • 10'x100' (3.05 m x 30.5 m) Full. Roll Weight 382.5 Ib. (191.6 kg) Half Roll Half Roll Size Weight 5' x 100' (1.52 m x 30.5 m) 191.25 Ib. (86.8 kg) Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL FLEECE -BACK MEMBRANE t _ Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Full Rol a Colt Size 10' x 100' (3.05mx30.5m) Full Roll Weight Half Roll Size 5' x 100' (1.52m x 30_5 m) u Half Roll Weight 196.25 Ib. (89.0kg) 392.5 Ib. (178.0kg) Storage Safety Warning Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy. Position and install by at least two people. 19 • Product Data Sheets EVERGUARD® PVC 80 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. I Roll size Colors Full Roll . Size 10' x 100' (3.05mx305m) --- Full Roll Weight Half Roll Size 60" x 100' (152mx305m) __.. . ,' Half Roll Weight , 1 215.4 Ib. (97.7 kg) 430.8 Ib. (195.4 kg) Storage Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Safety Warning' Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 50 MIL SMOOTH XK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Full Roll FullRoll Colors Size Weight .._ __ __� ____ . _ _ Half Roll ,. Size __.-_-- 60" x 100' (1.52mx305m) Half Roll Weight 205 Ib. (93kg) White, Tan, Gray 10' x 100' (3.05mx30.5m) 410 Ib. (186kg) L Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Storage ; Store rolls on their sides on pallets or shelving in a dry area. ;Safety Warning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL SMOOTH XK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Roll size Colors __. _ �� White, Tan, Gray ) Full Roll Size t _ 10' x 100' (3.05 m x 30.5 m) s ..._ Full Roll Weight ___ __ _ 410 Ib. (186 kg) �_ Half Roll iSize 60" x 100' (1.52 m x305 m) ,._. L �_n_ Half Roll Weight 165 Ib. (75 kg) I Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Storage Store rolls on their sides on pallets or shelving in a dry area. 'Safety Warning Membrane rolls are heavy. Position and install by at least two people. 20 Product Data Sheets EVERGUARD® PVC 80 MIL SMOOTH XK MEMBRANE r _ - Roll size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray Storage _ Safety Warning Full Roll Size 10'x80' (3.05 m x 24.4 m) r Full Roll Half Roll Weight i Size 440 lb. (200 kg) 5' x 80' (1.52 m x 24.4 m) Half Roll Weight 178 Ib. (81 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL XK FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Roll size _ White, Tan, Gray Full Roll Size �L 10' x 90' (3.05mx27.43m) 1 Full Roll il Weight 420 Ib. (191 kg) Half Roll Size 5' x 90' (152mx27.43m) r K Half Roll ' Weight �- 265 Ib. (120 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Storage 1 Store rolls on their sides on pallets or shelving in a dry area. Safety Warning' Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 80 MIL XK FLEECE -BACK MEMBRANE Roll size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Storage s..- _ . _ .. _.. Safety Warning Colors White, Tan, Gray 10' x 75' (3.05mx22.86m) Full Roll Weight 632 Ib. (287 kg) Half Roll Size 5' x 75' (152mx22.86m) Half Roll Weight 300 Ib. (136 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. 21 Product Data Sheets CORNER CURB WRAP - TPO :1117.:T4r4T717TX T-JOINT COVER PATCHES - TPO 22 SPECIFICATIONS Height: 12" (305 mm) Base: 6" (152 mm) Length: 13.5", 19.5", 25.5", 31.5" (342.9 mm, 495.3 mm, 647.7 mm, 800.1 mm) SHIPPING SPECIFICATIONS Curbs per carton: 4 Size: Weight per carton: 13.5" (342.9 mm) 5.6 Ib. (2.5 kg) 19.5" (495.3 mm) 7.4 Ib. (3.36 kg) 25.5" (647.7 mm) 10.7 Ib. (4.85 kg) 31.5" (800.1 mm) 12.5 Ib. (5.67 kg) Cartons per pallet: 32 PRODUCT SKUS White 13.5" (342.9 mm) 85F2920 White 19.5" (495.3 mm) 85F3920 White 25.5" (647.7 mm) 85F4920 White 31.5" (800.1 mm) 85F5920 SPECIFICATIONS Membrane Thickness: .055" (1.40 mm) Unit Size: 4" x 4" (102 mm x 102 mm) SHIPPING SPECIFICATIONS Patches per carton: 100 Weight per carton: 3.3 Ib. (1.5 kg) Cartons per pallet: 196 PRODUCT SKUS T-Joint Cover Patch White 7712920 T-Joint Cover Patch Gray 7712345 T-Joint Cover Patch Tan 7712820 Product Data Sheets SCUPPER-TPO POURABLE SEALER POCKET- TPO SPECIFICATIONS Membrane thickness: .055" (1.40 mm) Dimensions: 4" x 6" x 12" (102 mm x 152 mm x 305 mm) 8" x 10" x 12" (203mm x 254 mm x 305mm) SHIPPING SPECIFICATIONS Scuppers per carton: 2 Weight per carton: 4" x 6" x 12" (102mm x 152mm x 305mm) 7 lb. (3.18 kg) 8" x 10" x 12" (203mm x 254mm x 305mm) 12 lb. (5.44 kg) Cartons per pallet: 4" x 6" x 12" (102mm x 152mm x 305mm) 15 8" x 10" x 12" (203 mm x 254mm x 305 mm) 9 PRODUCT SKUS 4" x 6" x 12" (102 mm x 152 mm x 305 mm) 85TA920 8" x 10" x 12" (203mm x 254mm x 305mm) 85TB920 SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 Y4" (387 mm) Height of Walls: 4" (102 mm) SHIPPING SPECIFICATIONS Carton Size: 28" x 12" x 12" (711 mm x 305 mm x 305 mm) Pieces per carton: 6 Weight per carton: 6.5 Ib. (2.95 kg) Cartons per pallet: 16 Pallet Size: 42" x 42" (3.5' x 3.5') PRODUCT SKUS White: 8002920CU 23 aarislii, V • . Product Data Sheets FLUTED CORNER-TPO iPe UNIVERSAL CORNER - TPO INSIDE CORNER -TPO 24 SPECIFICATIONS Diameter: 8" (203 mm) Nominal thickness: .050" (1.27 mm) SHIPPING SPECIFICATIONS Corners per carton: 20 Weight per carton: 2.5 Ib. (1.13 kg) Cartons per pallet: 250 PRODUCT SKUS TPO Fluted Corner White 8A00920WA TPO Fluted Corner Tan 8A00820WA TPO Fluted Corner Grey 8A00345WA SPECIFICATIONS Size: 3" x 3" (76 mm x 76 mm) with 6" (152 mm) Flange Thickness: .070" (1.78 mm) SHIPPING SPECIFICATIONS Corners per carton: 6 Weight per carton: 6 Ib. (2.72 kg) Cartons per pallet: 60 PRODUCT SKUS White 7730920CU SPECIFICATIONS Membrane thickness: .050" (1.27 mm) Corner dimensions: 6" x 6" x 5 1/4" (152 mm x 152 mm x 133.35 mm) SHIPPING SPECIFICATIONS 20 Corners per carton: 3.5 Ib. (1.6 kg)/carton Cartons per pallet: 54 PRODUCT SKUS White 8509776WA Product Data Sheets SQUARE TUBE WRAP - TPO PREFORMED VENT BOOT - TPO SHIPPING SPECIFICATIONS Pieces per carton: 6 Weight per carton: 4"x 4" (101.6 mm x 101.6 mm) - 6.0 Ib. (2.72 kg) 4"x 6" (101.6 mm x 152 mm) - 6.5 Ib. (2.95 kg) 6"x 6" (152 mm x 152 mm) - 7.0 lb. (3.18 kg) Cartons per pallet: 24 PRODUCT SKUS EverGuarcriP0 Square Tube 8506920 Wrap 4"x 4" (102 mm x 102 mm) EverGuard*TPO Square Tube 8508920 Wrap 4"x 6" (102 mm x 152 mm) EverGuard'TPO Square Tube 8507920 Wrap 6"x 6" (152 mm x 152 mm) SPECIFICATIONS Membrane thickness: 0.075" (1.905 mm) For pipe sizes: 1" - 6" (25 mm - 152 mm) dia. SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 9 Ib. (4.08 kg) Cartons per pallet: 54 PRODUCT SKUS Vent Boot White 7710920CU 25 81.10SS9 • . I Product Data Sheets PREFORMED SPLIT PIPE BOOT - TPO 1Z07.LTM=T:T7M SPECIFICATIONS ITEM DIMENSIONS/SKU # For pipe sizes- 1" x 2" (25 mm x 52 mm) 85G1920 3" x 5" (76 mm x 127 mm) 85G2920 6" x 8" (152 mm x 203 mm) 85G3920 SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 1"— 2" (25 mm x 52 mm) 7.5 Ib. (3.4 kg) 3"— 5" (76 mm x 127 mm) 7.5 Ib. (3.4 kg) 6"-8" (152 mm x 203 mm) 11 Ib. (4.9 kg) Cartons per pallet: 1"— 2" (25 mm x 52 mm) 36 3"— 5" (76 mm x 127 mm) 36 6"— 8" (152 mm x 203 mm) 24 PRODUCT SKUS 1"— 2" (25 mm x 52 mm) 85G1 3"— 5" (76 mm x 127 mm) 85G2 6"— 8" (152 mm x 203 mm) 85G3 EVERGUARD® TPO HEAT -WELDABLE COVER TAPE 26 SPECIFICATIONS Roll length: 100(30.5 m) Roll width: 6" (152 mm) SHIPPING SPECIFICATIONS Rolls per carton: 2 Weight per carton: 34 Ib. (15.42 kg) Cartons per pallet: 27 PRODUCT SKUS 6" Cover Tape li5P8 Product Data Sheets EVERGUARD® TPO DOUBLE -SIDED AND STRIP -IN TAPES EVERGUARD® VENT - TPO SPECIFICATIONS Double -Sided Strip -In Tapes Roll Dimension: 6" x 75' 8" X 75' Roll Weight: 5 Ib (2.27 kg)/ each 7 Ib (3 kg)/ each Rolls Per Carton: 6 6 Weight Per Carton: 33,5 Ib. (15 kg) 43 lb. (19.5 kg) Cartons per pallet: 30 30 Weight Per Pallet: 1,060 Ib. (481 kg) 1,360 Ib. (617 kg) PRODUCT SKUS Double -Sided Tape 7555 Strip -in Tape 7655 SPECIFICATIONS Membrane thickness: .045" (1.14 mm) Dimensions: 8" (203 mm) SHIPPING SPECIFICATIONS Vents per carton: 2 Weight per carton: 6 Ib. (2.72 kg) Cartons per pallet: 12 PRODUCT SKUS Vent-8" (203 mm) 85TC920 27 =finLe==,A.M11 Product Data Sheets UN-55 DETAILING MEMBRANE - TPO kluoyir SPECIFICATIONS Roll Size: 24" x 50' (610 mm x 15.24 m) rolls Material: 55 mil unreinforced TPO membrane SHIPPING SPECIFICATIONS Weight per roll: 28 lb. (12.7 kg) PRODUCT SKU Detailing Membrane 7624 EVERGUARD EXTREME® 45 MIL UTILITY FLASHING STRIP - TPO EXPANSION JOINT - TPO 28 SPECIFICATIONS Roll Size: 8" x 100' (203 mm x 30.5 m) rolls Material: 45 mil reinforced TPO membrane SHIPPING SPECIFICATIONS Weight per roll: 18 Ib. (8.2 kg) PRODUCT SKU Utility Flashing Strip 7608776 SPECIFICATIONS Standard roll length: 50' (15.24 m) Membrane thickness: 60 mil nominal PRODUCT SKU 4" (102 mm) Roof - Roof White 8T604A 6" (152 mm) Roof - Roof White 8T606A 8" (203 mm) Roof - Roof White 8T608A 10" (254 mm) Roof - Roof White 8T610A 12" (305 mm) Roof - Roof White 8T612A 4" (102 mm) Roof - Wall White 8T604B 6" (152 mm) Roof - Wall White 8T606B 8" (203 mm) Roof - Wall White 8T6088 10" (254 mm) Roof - Wall White 8T610B 12" (305 mm) Roof- White 8T612B Product Data Sheets EVERGUARD® TPO SAFETY TAPE SPECIFICATIONS Width: 6" (152 mm) Length: 100' (30.48 m) SHIPPING SPECIFICATIONS Qty per box: 2 Weight per box: 38 Ib. (17.24 kg) Boxes per pallet: 36 PRODUCT SKU TPO Yellow Safety Tape 755F902 EVERGUARD® TPO 6" (152 MM) COVER TAPE SPECIFICATIONS Roll Length 100' (30.5 m) Roll Width 6" (152 mm) SHIPPING SPECIFICATIONS Rolls per Case 2 Weight per Case 37.4 Ib. (16.96 kg) Cases per Pallet 36 PRODUCT SKUS White 755A920 Tan 755A820 Gray 755A345 RTA (ROOF TRANSITION ANCHOR) STRIP - TPO SPECIFICATIONS Roll Size: 6" x 100' (152 mm x 30.5 m) rolls Material: 45 mil reinforced TPO membrane with pressure -sensitive adhesive SHIPPING SPECIFICATIONS Rolls per Case: 2 Weight per roll: 18 Ib. (8.2 kg) PRODUCT SKU RTA Strip 7710111 29 0 n VI 0 1 rD Product Data Sheets TPO 45 UTILITY FLASHING STRIP e ccessorve COATED METAL SHEETS - TPO WALKWAY ROLL - TPO 30 SPECIFICATIONS Roll Size: 8" x 100' (203 mm x 30.5 m) rolls Material: 45 mil reinforced TPO membrane SHIPPING SPECIFICATIONS Weight per roll: 18 Ib. (8.2 kg) PRODUCT SKU Utility Flashing Strip 7608 SPECIFICATIONS Dimensions: 4' x 10' (1.21 m x 3.05 m) SHIPPING SPECIFICATIONS Sheets per pallet: 5, 10, 30 Weight per sheet: 24-Gauge Galvanized Steel 47 Ib. (21.31 kg) Aluminum 30 Ib. (13.61 kg) Stainless Steel 47 Ib. (21.31 kg) 20-Gauge Galvanized Steel 67 Ib. (30.39 kg) PRODUCT SKUS PVC Coated Metal White — 30 sheets 87DD920 PVC Coated Metal White— 10 sheets 87DE920 PVC Coated Metal White — 5 sheets 87DF920 SHIPPING SPECIFICATIONS Roll Size 34" x 50' (874 mm x 15.24 m) Thickness 125 mil Weight per roll 75 Ib. (34 kg) PRODUCT SKUS Gray 7750902 Yellow 7750345 Product Data Sheets TPO DRAIN -TPO COATED SPEEDTITETM DRAIN - TPO SPECIFICATIONS Whole -sized Drains (2" [52 mm], 3" [76 mm], 4" [102 mm], 5" [127 mm], or 6" [152 mm]) can be used on new construction and directly attached to new plumbing with a flexible coupling (not included). Half -inch -sized Drains (1 1/2" [38 mm], 2 1/2" [63.5 mm], 3 1/2" [89 mm], 4 1/2" [114 mm], and 5 1/2" [139.7 mmj) can be used as retrofit drains by ordering a drain sized 1/2" smaller than the drain pipe being fitted (for a 4" [102 mm] drain pipe, use a 3 1/2" [89 mm] drain). PRODUCT SKUS 1 1/2" (38 mm) 4M41TPOMW 2" (52 mm) 4M43TPOMW 2 1/2" (63.5 mm) 4M45TPOMW 3" (76 mm) 4M47TPOMW 3 1/2" (89 mm) 4M49TPOMW 4" (102 mm) 4M51TPOMW 4 1/2" (114 mm) 4MS1TPOMW 5" (127 mm) 4M55TPOMW 5 1/2" (139.7 mm) 4M57TPOMW 6" (152 mm) 4M59TPOMW SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 17Yz" (445 mm) diameter with sump area Stem 10" (254 mm) length SHIPPING SPECIFICATIONS 3" (76 mm) 4" (102 mm) Drains per carton: 1 1 Weight per carton: 8.5 Ib. (3.86 kg) 8.9 Ib. (4.04 kg) Cartons per pallet: 20 20 PRODUCT SKUS 3" (76 mm) 8523R 4" (102 mm) 85235 31 Product Data Sheets COATED HERCULES DRAIN - TPO I i 32 SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Range 171/1" (445 mm) diameter with sump area Stem 12" (305 mm) length SHIPPING SPECIFICATIONS 3" (76 mm) 4" (102 mm} 5" (127 mm) 6" (152 mm} Drains per carton: 1 Weight per carton: 7.4 Ib. (3.36 kg) 7.9 Ib. (3.58 kg) 7.9 Ib. (3.58 kg) 8.5 Ib. (3.86 kg) Cartons per pallet: TBD TBD TBD TBD PRODUCT SKUS 3" (76 mm) 8523J 4" (102 mm) 8523K 5" (127 mm) 8523L 6" (152 mm) 8523M •Product Data Sheets CORNER CURB WRAP - PVC SPECIFICATIONS Height: 12" (305 mm) Base: 6" (152 mm) Length: 13.5" (343 mm), 19.5" (495 mm), 25.5" (648 mm), 31.5" (800 mm) SHIPPING SPECIFICATIONS Curbs per carton: 4 Weight per carton: 13.5" (343 mm) 7 lbs. (3.18 kg) 19.5" (495 mm) 7 lbs. (3.18 kg) 25.5" (648 mm) 8 lbs. (3.63 kg) 31.5" (800 mm) 9 lbs. (4 kg) Cartons per pallet: 32 PRODUCT SKUS White 13.5" (343 mm) 87E5920 White 19.5" (495 mm) 87E6920 White 25.5" (648 mm) 87E7920 White 31.5" (800 mm) 87E8920 UN-80 T-JOINT COVER PATCHES PVC SPECIFICATIONS Membrane Thickness: .055" (1.40 mm) Unit Size: 4" x 4" (102 mm x 102 mm) SHIPPING SPECIFICATIONS Patches per carton: 100 Weight per carton: 9 Ib. (4.08 kg) Cartons per pallet: 196 PRODUCT SKUS T-Joint Cover Patch White 8712920GA 33 aliOSS633V A. Product Data Sheets POURABLE SEALER POCKET PVC A ccessorie FLUTED CORNER -PVC 34 SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 '4" (387 mm) Height of Walls: 4" (102 mm) SHIPPING SPECIFICATIONS . Carton Size: 28" x 12" x 12" (711 mm x 305 mm x 305 mm) Pieces per carton: 6 Weight per carton: 9.5 Ib. (4.31 kg) Cartons per pallet: 16 Pallet Size: 42" x 42" (3.5' x 3.5') PRODUCT SKUS White 85D6920 SPECIFICATIONS Diameter: 8" (203 mm) Nominal thickness: .055" (1.40 mm) SHIPPING SPECIFICATIONS Corners per carton: 20 Weight per carton: 2.5 Ib. (1.13 kg) Cartons per pallet: 250 PRODUCT SKUS PVC Fluted Corner White 8800920WA PVC Fluted Corner Tan 8000345WA PVC Fluted Corner Grey 8800820WA Product Data Sheets UNIVERSAL CORNER - PVC INSIDE CORNER - PVC SPECIFICATIONS Size: 3" x 3" (76 mm x 76 mm) with Flange Thickness: .070" (1.78 mm) SHIPPING SPECIFICATIONS Corners per carton: 20 Weight per carton: 10.2 Ib. (4.63 kg) Cartons per pallet: 60 PRODUCT SKUS White 85A4 SPECIFICATIONS Membrane thickness: .055" (1.40 mm) Corner dimensions: 6" x 6" x 5.25" (152 mm x 152 mm x 133.35 mm) SHIPPING SPECIFICATIONS Patches per carton: 30 Weight per carton: 3.5 Ib. (1.59 kg) Cartons per pallet: 200 PRODUCT SKUS White 87H2920GA EVERGUARD® PVC CONICAL PIPE BOOT SPECIFICATIONS Membrane thickness: 0.055" (1.4 mm) For pipe sizes: 1" - 6" (25 mm - 152 mm) dia. SHIPPING SPECIFICATIONS Boots per carton: 12 Weight per carton: 12.5 Ib. (5.67 kg) PRODUCT SKUS White 851AONG 35 r•�==�•��:i.J Product Data Sheets SQUARE TUBE WRAP - PVC ..aT..11WAI'‘e1M1=MF • PREFORMED SPLIT PIPE BOOT - PVC 36 SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 4" x 4" x 8" (101.6 mm x 101.6 mm x 203.2 mm) — 8 Ib. (3.62 kg) 6" x 6" x 8" (152.4 mm x 152.4 mm x 203.2 mm)- 9 Ib. (4.08 kg) PRODUCT SKUS 4" x 4" x 8" (101.6 mm x 101.6 mm x 203,2 mm) 87F1920 6" x 6" x 8" (152.4 mm x 152.4 mm x 203.2 mm) 8508920 SPECIFICATIONS ITEM DIMENSIONS/SKU # For pipe sizes 1" x 2" (25.4 mm x 50.8 mm) 85E9920 3" x 5" (76.2 mm x 127 mm) 85E6920 6" x 8" (152.4 mm x 203.2 mm) 85E7920 SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 1"— 2" (25.4 mm — 50.8 mm) 7.5 Ib. (3.4 kg) 3-5" (76.2 mm — 127 mm) 7.5 Ib. (3.4 kg) 6"-8" (152.4 mm —203.2 mm) 11 lb. (5 kg) Cartons per pallet: 1"— 2" (25 mm x 52 mm) 36 3"— 5" (76 mm x 127 mm) 36 6"— 8" (152 mm x 203 mm) 24 PRODUCT SKUS 1"— 2" (25 mm x 52 mm) 85E9920 3"— 5" (76 mm x 127 mm) 85E6920 6"— 8" (152 mm x 203 mm) 85E7920 Product Data Sheets UN-55 DETAILING MEMBRANE - PVC EXPANSION JOINT - PVC WALKWAY ROLL - PVC SPECIFICATIONS Roll Size: 24" x 50' (610 mm x 15.24 m) rolls Material: 55 mil unreinforced TPO membrane SHIPPING SPECIFICATIONS Weight per roll: 40 Ib. (18.2 kg) SKU 87C2920 SPECIFICATIONS Membrane thickness: .060" (1.5 mm) reinforced membrane with foam supported bellows SHIPPING SPECIFICATIONS Roll Size 34" x 50' (874mmx15.24m) Thickness 125 mil Weight per roll 75 Ib. (34 kg) PRODUCT SKUS Gray 8S25MTV 37 aLao 3V Product Data Sheets COATED METAL SHEETS - PVC A e • ie COATED SPEEDTITE'M DRAIN • PVC 38 SPECIFICATIONS Dimensions: 4' x 10' (1.21 m x 3.05 m) SHIPPING SPECIFICATIONS Sheets per pallet: 5, 10, 30 Weight per sheet: 24-Gauge Galvanized Steel 47 Ib. (21.31 kg) Aluminum 30 lb. (13.61 kg) Stainless Steel 47 Ib. (21.31 kg) 20-Gauge Galvanized Steel 67 Ib. (30.39 kg) PRODUCT SKUS PVC Coated Metal White — 30 sheets 87DD920 PVC Coated Metal White — 10 sheets 87DE920 PVC Coated Metal White — 5 sheets 87DF920 SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 17(A" (445 mm) diameter with sump area Stem 10" (254 mm) length SHIPPING SPECIFICATIONS 3" (76 mm) 4" (102 mm) Drains per carton: 1 1 Weight per carton: 8.5 Ib. (3.86 kg) 8.9 Ib. (4.04 kg) Cartons per pallet: 20 20 PRODUCT SKUS 3" (76 mm) 8523T000 4" (102 mm) 8523U000 Product Data Sheets COATED HERCULES DRAIN - PVC I.RF ADHESIVE M SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 171/2" (445 mm) diameter with sump area Stem 12" (305 mm) length SHIPPING SPECIFICATIONS 3" (76 mm) 4" (102mm) 5,, (127mm) 6" (152mm) Drains per carton: 1 1 1 1 Weight per carton: 7.4 Ib. (3.36 kg) 7.9 Ib. (3.58 kg) 7.9 Ib. (3.58 kg) 8.5 lb. (3.86 kg) Cartons per pallet: TBD TBD TBD TBD PRODUCT SKUS 3" (76 mm) 8523N000 4" (102 mm) 85230000 5" (127 mm) 8523P000 6" (152 mm) 85230000 SPECIFICATIONS Size - Bag in Box Kit: 5 gallon (19 L) box Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Bag in Box Kit: 50 Ib. (23 kg)/box Weight - Cartridge: 20 Ib. (9 kg)/carton PRODUCT SKUS 15g Set (Parts A&B) : 418P 50g Set (Parts A&B) : 418Q Adhesive Box A: 418K Adhesive Box B : 418L Adhesive Cartridge Kit : 418H Note: See page 103 and 104 for adhesive coverage rates and compatible membranes. 39 Product Data Sheets TPO LRF ADHESIVE M LOW TEMP OLYBOND500® BAG IN BOX SPECIFICATIONS Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Cartridge: 20 Ib. (16 kg)/carton PRODUCT SKUS Cartridge: 418V Note: Only available October -February. SPECIFICATIONS Part 1: 5 gallon (19 L) box Part 2: 5 gallon (19 L) box SHIPPING SPECIFICATIONS Part 1: 53 Ib. (24 kg) Part2: 45 lb. (20 kg) PRODUCT SKUS Part 1: 4182 Part2: 4183 OLYBONDSOO® BAG IN BOX (COLD WEATHER) SPECIFICATIONS Part 1: 5 gallon (19 L) box Part 2: 5 gallon (19 L) box SHIPPING SPECIFICATIONS Part 1: 53 Ib. (24 kg) Part2: 45 lb. (20 kg) PRODUCT SKUS Part 1: 418A1 Part2: 418A2 Note: Only available October -February. Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 40 Product Data Sheets OLYBOND5006 SPOT SHOT SPECIFICATIONS Size - Cartridge: 4 sets of 1500 ml cartridges SHIPPING SPECIFICATIONS Weight - Cartridge: 4 1500 ml cartridges - 19 Ib. (9 kg) PRODUCT SKUS Cartridge: 417K OLYBOND5006 EQUIPMENT FREE CANISTERS SPECIFICATIONS Part 1 Component: 16 boxes Part 2 Component: 16 boxes SHIPPING SPECIFICATIONS OlyBond500° Canister Part 1: 48 Ib. (21.77 kg) OlyBond500® Canister Part 2: 38 Ib. (17.24 kg) OPTIONAL ACCESSORIES Gun and Hose Replacement Kit : 5 Ib. (2.27 kg) Bag of Ten (10) Mixing Tips: 3 Ib. (1.36 kg) Ten (10) Mix Tip Extension Tubes: 2 Ib. (0.91 kg) PRODUCT SKUS Part 1: 418X Part 2: 418Y Note: Part 1 Component includes 25 ft. Hose/Gun/Six (6) Tips/ Three (3) Tip Extenders. OPTIONAL ACCESSORIES SKUS Gun and Hose Replacement Kit : 418Z Bag of Ten (10) Mixing Tips 418AA Ten (10) Mix Tip Extension Tubes 418XBB Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 41 Product Data Sheets GAF 2-PART ROOFING ADHESIVE SPECIFICATIONS Size A - Component: 12 boxes Size B - Component: 12 boxes SHIPPING SPECIFICATIONS Weight A - Component: 40 lb. (18 kg)/box Weight B - Component: 35 lb. (16 kg)/box PRODUCT SKUS Adhesion Kit Standard (A & B) 419P Note: B component includes 25 ft. hose/gun/8 tips/8 extenders OPTIONAL ACCESSORIES SKUS 2-Part Handi Gun/Hose Dispensing Unit 419R 2-Part Insulation Nozzle Extension (8 Tips) 4195 2-Part Roofing Adhesive Applicator Hose Tip (8 Tips) 419T GAF 2-PART ROOFING ADHESIVE (COLD WEATHER) SPECIFICATIONS Size A - Component: 12 boxes Size B - Component: 12 boxes SHIPPING SPECIFICATIONS Weight A - Component: 40 Ib. (18 kg)/box Weight B - Component: 35 Ib. (16 kg)/box PRODUCT SKUS Adhesion Kit Standard (A & B) 419Q OPTIONAL ACCESSORIES SKUS 2-Part Handi Gun/Hose Dispensing Unit 419R 2-Part Insulation Nozzle Extension (8 Tips) 4195 2-Part Roofing Adhesive Applicator Hose Tip (8 Tips) 419T Note: Only available October -February. Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 42 Product Data Sheets EVERGUARD® #1121 TPO BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 37 Ib. (17 kg) SKU: 778000M EVERGUARD® WB 181 BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 7785000WP EVERGUARD® LOW VOC TPO BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 40 Ib. (18 kg) Pails per Pallet: 45 SKU: 7784 Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 43 coa ==1:iikA! Product Data Sheets EVERGUARD® TPO 3 SQUARE LOW VOC BONDING ADHESIVE ing e-P y Adhesive- SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 38 Ib. (17.24 kg) Pails per Pallet: 45 SKU (49 states): 7786 EVERGUARD® PVC BONDING ADHESIVE GAF 2-PART ROOFING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 36 Ib. (16.33 kg) Pails per Pallet: 45 SKU: 856A SPECIFICATIONS Size A - Component: 12 boxes Size B - Component: 12 boxes SHIPPING SPECIFICATIONS Weight A - Component: 40 Ib. (18 kg)/box Weight B - Component: 35 Ib. (16 kg)/box PRODUCT SKUS Adhesion Kit Standard (A & B) 419P Note: B component includes 25 ft. hose/gun/8 tips/8 extenders OPTIONAL ACCESSORIES SKUS 2-Part Handi Gun/Hose Dispensing Unit 419R 2-Part Insulation Nozzle Extension (8 Tips) 4195 2-Part Roofing Adhesive Applicator Hose Tip (8 Tips) 419T Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 44 Product Data Sheets LRF ADHESIVE M TPO LRF ADHESIVE M LOW TEMP LRF ADHESIVE 0 SPECIFICATIONS Size - Bag in Box Kit: 5 gallon (19 L) box Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Bag in Box Kit: 50 Ib. (23 kg)/box Weight - Cartridge: 20 Ib. (9 kg)/carton PRODUCT SKUS 15g Set (Parts A&B) : 418P 50g Set (Parts A&B) : 418Q Adhesive Box A : 418K Adhesive Box B : 418E Adhesive Cartridge Kit : 418H SPECIFICATIONS Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Cartridge: 20 Ib. (16 kg)/carton PRODUCT SKUS Cartridge: 418V Note: Only available October -February. SPECIFICATIONS Size - Bag in Box Kit: 5 gallon (19 L) box Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Bag in Box Kit: 50 Ib. (23 kg)/box Weight - Cartridge: 20 Ib. (9 kg)/carton PRODUCT SKUS Cartridge: 418J Bag in Box A: 418M Bag in Box B: 418N 15 g Drum Part 1 418T 15 g Drum Part 2 418U Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 45 P t=21. % Id -al = u! Product Data S eets OLYBOND500® EQUIPMENT FREE CANISTERS w w VI EVERGUAPD® TPO SEAM CLEANER SPECIFICATIONS Part 1 Component: 16 boxes Part 2 Component: 16 boxes SHIPPING SPECIFICATIONS OlyBond500® Canister Part 1: 48 Ib. (21.77 kg) OlyBond500° Canister Part 2: 38 Ib. (17.24 kg) OPTIONAL ACCESSORIES Gun and Hose Replacement Kit : 5 Ib. (2.27 kg) Bag of Ten (10) Mixing Tips: 3 Ib. (1.36 kg) Ten (10) Mix Tip Extension Tubes: 2 Ib. (0.91 kg) PRODUCT SKUS Part 1: 418X Part2: 418Y Note: Part 1 Component includes 25 ft. Hose/Gun/Six (6) Tips/ Three (3) Tip Extenders. OPTIONAL ACCESSORIES SKUS Gun and Hose Replacement Kit : 418Z Bag of Ten (10) Mixing Tips 418AA Ten (10) Mix Tip Extension Tubes 418XBB SPECIFICATIONS Size: 4 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 7793 Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 46 Product Data Sheets TPO LOW VOC PRIMER EVERGUARD® TPO PRIMER EVERGUARD® TPO BASE COAT SPECIFICATIONS Size: 6 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 755D SPECIFICATIONS Quantity/Size: 4 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per carton: 33 Ib. (15 kg) SKU: 775B SPECIFICATIONS Size: 4 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per carton: 56 Ib. (25.5 kg) SKU: 779B699WP 47 Product Data Sheets FLEXSEAL- CAULK GRADE SEALANT TPO CUT EDGE SEALANT EVERGUARD® LIQUID FLASHING 48 SPECIFICATIONS Quantity/Size: 20 - 10 oz (283.5 g) tubes/tube box SHIPPING SPECIFICATIONS Weight per carton: 19 lb. (8.6 kg)/box SKU: 8962920WP SPECIFICATIONS Quantity/Size: 12 - 1 pint (16 oz) bottle/box SHIPPING SPECIFICATIONS Weight per carton: 18 Ib. (8 kg)/box SKU: 77955001WP KIT CONTENTS 3 — .53 gallon (2 L) pouches EverGuard® Liquid Flashing 2 — 10.1 oz. (300 ml) tubes M-BondTM Sealant 1 — Pair rubber gloves 1 — Notched trowel 3 — Nozzle extensions 1 — 50' (15.24 m) Roll of Flashing Fabric SHIPPING SPECIFICATIONS SKU 801A Product Data Sheets EVERGUARD® ONE -PART POURABLE SEALANT SHIPPING SPECIFICATIONS .53 gallon (2 L) pouch 4 pouches/case 48 cases/pallet Color White SKU 7777920 EVERGUARD® TWO-PART POURABLE SEALANT WATERBLOCK MASTIC KIT SPECIFICATIONS (2 KITS/BOX) 1 gallon (3.78 L) part A 1 pint (16 oz) part B Mixer Gloves SHIPPING SPECIIFICATIONS SKU 7775A02 SPECIFICATIONS Quantity/Size: 25 tubes/carton SHIPPING SPECIFICATIONS Weight per carton: 27 Ib. (12 kg)/box SKU: 8008 49 Product Data Sheets Dril:rec`"112 Fastener 13(17s:1'6' b 03 NIT, fAaad thla,Tee 412 iFilletalf tiex Head LavIrr e,' Ottil-A1e" CO-1D tio4410: 2" fa 12' FLY l'ap Pari DlTec 011 .1 Fastener LJt:".1.r loTU118 XHD' fastener* On 51. Lergthri: 2" ID 72' Fa Dral.ite 414 Fastener lu 24' Jg'tRa s • Drill-Toer 3' Stet Plate r_kne(! •15fsl rishatrm IAA.A.k,5 b•••ektomm••••••••maellm orso-Ter r Mire Galva:am Plate (Flap- Cala Categtir. f111,1!.'Wrf.,3 •Dtill-TecF" r Plastic Loelliv; Plata Cam 4-5se,pf 10051.1a,: 25 11 aria-toc. r *woe Pacepad Plate C..pa ,3$359 roio Ho:moo etritt-ter r Standard Steel Rate Cr* 41,R1 7.',(1,EDio 7.7 ti cerlbeFh=91:12. DM- tee*a Atanatac* PM Matt Crice r‘3.4alitire invatte, ;1- RI 1.-1*ZrAzizil-AU 3. I to] 1108-1.ke ASAP 3S 4 {:2 S•h?Ci PUti 1 ebr5. 1 Otill-Ted- ASAP 311 IP 2, FIE:jere+ 1$4,?t*--: Pur. Dio-ratc- Ham Doi Asap Paean RtetAlltr Assembled with 3Natal Plata 1114 F.3.51a7" r 9.143'1 Stix.! P'at Lfcm. 2 la Deillqac- Nary Duty ASAP Roofing Fastener Assemble( with3." Plastic 'Plate Pe=cor 3' F 0:479. Rate In lightweight insulating concrete applications, the fastener must penetrate the steel pan. **Drill -Tee" XHV Fastener is not recommended for wood deck applications. 50 Product Data Sheets r 1*j1 uncs !7.7 71 93 tity-c 'tad "" 114 reilimpr • .'!4` CU.I0 .encri r 1.z) 4L'ir tk4'PwFogisrw r.,74“ -PILE rAnt-re acvn '1.074 Fr/t3l t 534n, OM-1K' r ad* Matti lifir Pia"' r...nt -*te 1.10siT•t 1131%1 tms4oc-r Dcgtoquttict Pin. 1.74-,* WAi 11:1:1A5, t'Zil ads-reer ppoi-le 0115-14e rge Dodge Barbel "WPM* sortlej Kso.pi,A4 MUNK' ne DTI- Tx 'DV' ITN Wale' IlArtird PI" AcooSearre Plale liarbod SIND Male r..11#4.rra, d Fc7.1 traifta 41 et ILE9i5Ji.rr ri9Y.-60 13,1141te Zfr BarbEdINO.Figti rwc EG,If rets...m# !CO:rirA vi DA -Tar he ?kr irgaleartf Mak 49,L 5‘11-11- Latil l'rdr41 IOW UN RIX rifr6f,!, 11.A. fgwity—nr hy:WE.6-A al ,,,cr.,94 :tf DIII•Thr Mewl DUN Mall BarliolS11413 Ii r,yr 1.911;P, %tut', eAr &cm I41:F. • 1gi Cirilatcr' 291." Bulbul grit! 19:6 r.Ltr • ..V.T!) 11.1% r,9 nrivIrm.• DO-lx- 2V Dada SIM PUle 1,41 /CM r.knaturie ;FA Waffler also wawa rah anemia: DO-tee•Ecira Pawy Duly 1.1.00 Assanttal Ufa" al 2,4 • Sail Pak XII[J• A' !bled 10' :4!•:. tryrrt, thWItc.- %Earl, Airchars 'fru Ftii." ciao. • c 'I ye 1r ;in:- • I.,!79 I IV ,7.117,1.! in r•••' • 1 tr" 41:1 r :205: 9 70.1 WI CT* abq a UP lorvarlatits ILK 5 az. 74x, • wr 14..frzur i ti 00111•19c- RAT ;clubman Cr 6 aye& r 4VC h!: PI tort, # • .1.57. key-kr, a 51 0 = (D(D IA n g m m 3 (D5 wi DJ Product Data Sheets las4r r olPretz iktite MCP Festsna 0:15) #39tetrli47)1 VA -Jet' Ill Nara tarps. t1Plilc; ItTJ ;2,VItrt) lir DrUfm' RttivkidelPil WV MU CAW c414.174$73,r5r Witte ,t3 ;or r Rlivitegmf Tin XIV Plitt :;ate 4e;71 6-4e5:;26.3;r-m_ TttriA -73 tl *„. F:141517'0 Otil4be Rtigeour PngQIN iVio -MS Spr.ally Ca140 fAlkint zit Orii-TieTIMinekof PIC Mr PUis 4.57C V.1)litL5 b ..rerr." TrrafAsr7 rJr-, tie LI3IP Ear arorssek ;;g 41.7C7Ar: iiiiiotunr wow** sloop, :47*-100 orki ,JP-4; .01,,tkmAl mtiim rrr pent rl.nv ea:y*37,11 9,06 Nan."..5-7,:li 11,11 TgX4 E;ffr,t 4.40j 411 hIrcA..7rttd •Vsk ihirow,r 1400 tku or.1 PW. A 41477 VI . at taagetiord listansliaa liva+ ma en - rarxtre,rr orr rkirr, Ate~ brikalabon 1& ,..re 'tore:9M 1'6,v+ 442:0,4thoekiagt, my-440m Anx Fly it,. *ft Foe fitA),.. At 4;rws,..^' %%fon: .43,77 P.7-94 r.flAirprOIWP '.,17,rrd'i_,G 00,07" rcw,"av lic-04veri tage•rol vt r r, *In lightweight insulating concrete applications, the fastener must penetrate the steel pan. 52 Product Data Sheets 1111-Tre-r 11.1 Hamm tia Deal I r rAc t 'r "P..'"'"camdde."1. CRUI.Ter Te MAO* N:',` l'Rfk rA717.9,, PPM leful MUM= MC fillet MAO 011-44' tOpilmr Clete FiNallikr Lniltt ' At. 0 4...P; ,..d.44.-K• 10),}1Arlo Ali DIZKI-TEC LO K MIA 411111:1000.6141100 IOW .111011:14 aid upicmwtr IRMO* WPM Dri-he tor* .g 'ipi1Is 14- UVEs Cp.X 0)1 rrLi 17.41•41ro AV,73 rmizzo C;04. 4.14•47 upliwuro *GTE 11' LAVE1 Cole • .1.,`.P7 ravirx 1.21 Imatt' 4 iAii -0:•tce531 6,7.1 rae,tvol ur.-ti 41 xI sinlicr.1 53 11m n •—• VI 11) rt. M (1) n 23 7 'V 1 = r+ r m m 3 Product Data Sheets ENERGYGUARDTM & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 4' (1.2 M X 1.2 M) Phys cal Characteristics Shipping Information (4' x 4') (1.21m x 1..21 m) Size• LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle ` Sq. Ft. Per Bundle `.Sq. Ft. Per Truck 1.0" (25.4 mm) 5.7 2 5/8" (66.7 mm) 48 2,304 48 7.68 768 (71.35 sq. m) 36,864 (2,425 sq. m) 1.1" (27.9 mm) 6.3 2 5/8' (66.7 mm) 43 2,064 48 6.88 688 (64 sq. m) 33,024 (3,068 sq. m) 1.2' (30.5 mm) 6 8 2 5/8" (66.7 mm) 38 1,824 48 6.08 608 (56.5 sq. m) 29,184 (2,711 sq. m) 1.3" (33 mm) 7 4 2 5/8" (66.7 mm) 36 1,728 48 5.76 576 (53.5 sq. m) 27,648 (2,568 sq. m) 1.4" (35.6 mm) 8.0 4 3/8" (111 mm) 34 1,632 48 5.44 544 (50.5 sq. m) 26,112 (2,426 sq. m) 1.5" (38.1 mm) 8 6 4 3/8" (111 mm) 32 1,536 48 5.12 512 (47.5 sq. m) 24,576 (2,283 sq. m) 1.6" (40.6 mm) 9 1 4 3/8" (111 mm) 30 1,440 48 4.8 480 (44.5 sq. m) 23,040 (2,140 sq. m) 1.7" (43.1 mm) 9.7 4 3/8" (111 mm) 28 1,344 48 4.48 448 (41.6 sq. m) 21,504 (1,998 sq. m) 1.75" (44.4 mm) 10 4 3/8" (111 mm) 27 1,296 48 4.32 432 (40 sq. m) 20,736 (1,926 sq. m) 1.8" (45.7 mm) 10.3 4 3/8" (111 mm) 25 1,200 48 4 400 (37 sq. m) 19,200 (1,784 sq. m) 1.9" (48.3 mm) 10 8 4 3/8" (111 mm) 25 1,200 48 4 400 (37 sq. m) 19,200 (1,784 sq. m) 2.0' (51 mm) 11.4 4 3/8' (111 mm) 24 1,152 48 3.84 384 (35.6 sq. m) 18,432 (1,712 sq. m) 2.1" (53 mm) 12.0 4 3/8" (111 mm) 22 1,056 48 3.52 352 (32.7 sq. m) 16,896 (1,570 sq. m) 2.2" (56 mm) 12.6 4 3/8" (111 mm) 21 1,008 48 3.36 336 (31 sq. m) 16,128 (1,498 sq. m) 2.3" (58 mm) 13.2 4 3/8' (111 mm) 20 960 48 3.2 320 (29.7 sq. m) 15,360 (1,427 sq. m) 2.4" (61 mm) 13.8 4 3/8" (111 mm) 20 960 48 3.2 320 (29.7 sq. m) 15,360 (1,427 sq. m) 2.5' (64 mm) 14.4 4 3/8' (111 mm) 19 912 48 3.04 304 (28.25 sq. m) 14,584 (1,356 sq. m) 2.6" (66 mm) 1S 0 4 3/8" (111 mm) 18 864 48 2.88 288 (26.75 sq. m) 13,824 (1,284 sq. m) 2.7" (69 mm) 15.6 4 3/8 (111 mm) 17 816 48 2.72 272 (25 sq. m) 13,056 (1,213 sq. m) *Other sizes available upon request (continued next page) 54 Product Data Sheets ENERGYGUARDrm & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 4' (1.2 M X 1.2 M) (CONT.) Physical Characteristics Shipping Information (4' x 4') (1.21mx1.21m) Size* MR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 2.8" (71 mm) 16.2 4 3/8 (111 mm) 17 816 48 2.72 272 (25 sq. m) 13,056 (1,213 sq. m) 2.9" (74 mm) 16.8 4 3/8., (111 mm) 16 768 48 2.56 256 (23.8 sq. m) 12,288 (1,142 sq. m) 3.0" (76 mm) 17.4 4 3/8" (111 mm) 16 768 48 2.56 256 (23.8 sq. m) 12,288 (1,142 sq. m) 3.1" (79 mm) 18 0 4 3/8" (111 mm) 15 720 48 2.4 240 (22.3 sq. m) 11,520 (1,070 sq. m) 3.2" (81 mm) 18.6 4 3/8" I (111 mm) 15 720 48 2.4 240 (22.3 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 18.9 4 3/8 (111 mm) 14 672 48 2.24 224 (20.8 sq. m) 10,752 (999 sq. m) 3.3" (84 mm) 19.2 4 3/8"14 (111 mm) 672 48 2.24 224 (20.8 sq. m) 10,752 (999 sq. m) 3'4.. (86 mm) 19.9 4 3/8' (111 mm) 14 672 48 2.24 224 (20.8 sq. m) 10,752 (999 sq. m) 3.5" (89 mm) 20 5 4 3/8" (111 mm) 13 624 48 2.08 208 (19.3 sq. m) 9,984 (928 sq. m) 3.6" (91 mm) 21.1 4 3/8" I (111 mm) 13 624 48 2.08 208 (29.3 sq. m) 9,984 (928 sq. m) 3.7" (94 mm) 21.7 4 3/8' (111 mm) 12 576 48 . 192 192 (17.8 sq. m) 9,216 (856 sq. m) 3.8" (97 mm) 22.3 4 3/8" (111 mm)(17.8sq. 12 576 48 1.92 192 m) 9,216 (856 sq. m) 3.9" (99 mm) 23.01.92 4 3/8" (111 mm)(17.8 12 576 48 192 sq. m) 9,216 (856 sq. m) 4.0" (102 mm) 23.6 4 3/8" (111 mm) 12 576 48 1.92 192 (17.8 sq. m) 9,216 (856 sq. m) 4.1" (104 mm) 24.2 4 3/8" (111 mm) 11 528 48 1.76 176 (17.8 sq. m) 8,448 (785 sq. m) 4.2" (106 mm) 24.8 4 3/8' (111 mm) 11 528 48 1.76 176 (16.3 sq. m) 8,449 (785 sq. m) 4.3" (109 mm) 25.4 4 3/8" (111 mm) 11 528 48 1.76 176 (16.3 sq. m) 8,450 (785 sq. m) 4.4" (112 mm) 26.0 4 3/8" (111 mm)(14.8 10 480 48 1.6 160 sq. m) 7,680 (713 sq. m) 4.5" (114 mm) 26.6 4 3/8.. (111 mm) 10 480 48 1.6 160 (14.8 sq. m) 7,680 (713 sq. m) 4.6" (116 mm) 27.1 4 3/8" (111 mm) 10 480 48 1.6 160 (14.8 sq. m) 7,680 (713 sq. m) *Other sizes available upon request 55 m fD (m (11 AA 1 C © ID co a 3 Z 1 Product Data Sheets ENERGYGUARDTM & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 8' (1.2 M X 2.4 M) Physical Characteristics Shipping information (1.21 m x 2.4 m) 4' x 8') Size* LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 1.0' (25.4 mm) 5.7 2 5/8" (66.7 mm) 48 1,152 24 15.36 1536 (142.7 sq. m) 36,864 (2,425 sq. m) 1.1" (27.9 mm) 6.3 2 5/8' (66.7 mm) 43 1,032 24 13.76 1376 (128 sq. m) 33,024 (3,068 sq. m) 1.2"6.8 (30.5 mm) 2 5/8"38 (66.7 mm) 912 24 12.16 1216 (113 sq. m) 29,184 (2,711 sq. m) 1.3" (33 mm) 7 4 2 5/8" (66.7 mm) 36 864 24 11.52 1152 (107 sq. m) 27,648 (2,568 sq. m) 1.4" (35.6 mm) 8 0 4 3/8" (111 mm)(101 34 816 24 10.88 1088 sq. m) 26,112 (2,426 sq. m) 1.5" (38.1 mm) 8 6 4 3/8" (111 mm) 32 768 24 10.24 1024 (95 sq. m) 24,576 (2,283 sq. m) 1.6" (40.6 mm) 9 1 4 3/8" (111 mm) 30 720 24 9.60 960 (89 sq. m) 23,040 (2,140 sq. m) 1.7" (43.1 mm) 9 7 4 3/8 (111 mm) 28 672 24 8.96 896 (837 sq. m) 21,504 (1,998 sq. m) 1.75" (44.4 mm) 10 4 3/8" (111 mm) 27 648 24 8.64 864 (80.2 sq. m) 20,736 (1,926 sq. m) 1.8' (45.7 mm) 10.3 4 3/8" (111 mm) 25 600 24 8.00 800 (74.3 sq. m) 19,200 (1,784 sq. m) 1.9" (48.3 mm) 10.8 4 3/8" (111 mm) 25 600 24 8.00 800 (74.3 sq. m) 19,200 (1,784 sq. m) 2.0" (51 mm) 11.4 4 3/8' (111 mm) 24 576 24 7.68 768 (71.3 sq. m) 18,432 (1,712 sq. m) 2.1" (53 mm) 12.0 4 3/8"22 (111 mm) 528 24 7.04 704 (65.4 sq. m) 16,896 (1,570 sq. m) 2.2" (56 mm) 12.6 4 3/8" (111 mm) 21 504 24 6.72 672 (62.4 sq. m) 16,128 (1,498 sq. m) 2.4" (61 mm) 13.8 4 3/8"20 (111 mm) 480 24 6.40 640 (59.5 sq. m) 15,360 (1,427 sq. m) 2.5' (64 mm) 14.4 4 3/8" (111 mm) 19 456 24 6.08 608 (56.5 sq. m) 14,584 (1,356 sq. m) 2.6" (66 mm) 15.0 4 3/8" (111 mm) 18 432 24 5.76 576 (53.5 sq. m) 13,824 (1,284 sq. m) 2.7" (69 mm) 15.6 4 3/8" (111 mm) 17 408 24 5.44 544 (50.5 sq. m) 13,056 (1,213 sq. m) 2.8" (71 mm) 16.2 4 3/8"17 (111 mm) 408 24 5.44 544 (1,2131313,sq. sq. m) *Other sizes available upon request (continued next page) 56 Product Data Sheets ENERGYGUARDTM & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 8' (1.2 M X 2.4 M) (CONT.) Physical Characteristics Shipping Information (1.21mx2.4m 4' x 8') Size* LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 2.9" (74 mm) 16.8 4 3/8" (111 mm) 16 384 24 5.12 512 (47.5 sq. m) 12,288 (1,142 sq. m) 3.0" (76 mm) 17.4 4 3/8'" (111 mm) 16 384 24 5.12 512 (47.5 sq. m) 12,288 (1,142 sq. m) 3.1" (79 mm) 18.0 4 3/8 (111 mm) 15 360 24 4.80 480 (44.5 sq. m) 11,520 (1,070 sq. m) 3.2" (81 mm) 18.6 4 3/8" (111 mm) 15 360 24 4.80 480 (44.5 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 18 9 4 3/8" (111 mm) 14 336 24 4.48 448 (41.6 sq. m) 10,752 (999 sq. m) 3.3" (84 mm) 19 2 4 3/8" (111 mm) 14 336 24 4.48 448 (41.6 sq. m) 10,752 (999 sq. m) 3.4" (86 mm) 19.9 4 3/8"" (111 mm) 14 336 24 4.48 448 (41.6sq. m) 10,752 (999 sq. m) 3.5" (89 mm) 20.5 4 3/8'" (111 mm) 13 312 24 4.16 416 (38.6 sq. m) 9,984 (928 sq. m) 3.6" (91 mm) 21.1 4 3/8" (111 mm) 13 312 24 4.16 416 (38.6 sq. m) 9,984 (928 sq. m) 3.7" (94 mm) 21.7 4 3/8"" (111 mm)(35.6sq. 12 288 24 3,84 384 m) 9,216 (856 sq. m) 3.8" (97 mm) 22.3 4 3/8" (111 mm) 12 288 24 3.84 384 (35.6 sq. m) 9,216 (856 sq. m) 3.9 " (99 mm) 23.0 4 3/8" (111 mm)(35.6 12 288 24 3.84 384 sq. m) 9,216 (856 sq. m) 4.0" (102 mm) 23.6 4 3/8 (111 mm) 12 288 24 3.84 384 (35.6 sq. m) 9,216 (856 sq. m) 4.1" (104 mm) 24.2 4 3/8 (111 mm) 11 264 24 3.52 352 (32.7 sq. m) 8,448 (785 sq. m) 4.2" (106 mm) 24.8 4 3/8" (111 mm) 11 264 24 3.52 352 (32.7 sq. m) 8,449 (785 sq. m) 4.3" (109 mm) 25.4 4 3/8 (111 mm) 11 264 24 3.52 352 (32.7 sq. m) 8,450 (785 sq. m) 4.4" (112 mm) 26.0 4 3/8" (111 mm) 10 240 24 3.20 320 (29.7 sq. m) 7,680 (713 sq. m) 4,5" (114 mm) 26.6 4 3/8" (111 mm) 10 240 24 3.20 320 (29.7 sq. m) 7,680 (713 sq. m) 4.6" (116 mm) 27 1 4 3/8" (111 mm) 10 240 24 3.20 320 (29.7 sq. m) 7,680 (713 sq. m) *Other sizes available upon request 57 m rD GI vi b � 3 c rn r*3 5' m 3 RI 11 C. 3 Product Data Sheets iI1t4'LC1!t1l ENERGYGUARDTM & ENERGYGUARDTM NH TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Physical Characteristics Shipping Information (4' x 4') (1.21 m x 1.21 m) Slope Thickness Size* Bds/ Bundle _ Bds/ Truck Bundles/ Truck Sq. Ft. Per Truck 1/8:12 .5"-1" (12.7 mm - 25.4 mm) AA 64 3,072 48 49,152 (4,566 sq. m) 1"-1.5" (25.4 mm - 38,1 mm) A 38 1,824 48 29,184 (2,711 sq. m) 1.5"-2" (38.1 mm - 51 mm) B 26 1,248 48 19,968 (1,855 sq. m) 2"-2.5" (51 mm - 64 mm) C 20 960 48 15,360 (1,427 sq. m) 2.5"-3" (64 mm - 76 mm) D 16 768 48 12,288 (1,142 sq. m) 3"-3.5" (76 mm - 89 mm) E 14 672 48 10,752 (999 sq. m) 3.5"-4" (89 mm - 102 mm) F 12 576 48 9,216 (856 sq. m) 1/4:12 .5"-1.5" (12.7 mm - 38.1 mm) X 48 2,304 48 36,864 (3,425 sq. m) 1.5"-2.5" (38.1 mm - 64 mm) Y 24 1,152 48 18,432 (1,712 sq. m) 2.5"-3.5" (64 mm - 89 mm) 2 16 768 48 12,288 (1,142 sq. m) 1"-2" (25.4 mm - 51 mm) G 32 1,536 48 24,576 (2,283 sq. m) 2"-3" (51 mm - 76 mm) H 19 912 48 14,592 (1,356 sq. m) 3"-4" (76 mm - 102 mm) 1 12 576 48 9,216 (856 sq. m) 1/2:12 .5"-2.5" (12.7 mm - 64 mm) Q 32 1,536 48 24,576 (2,283 sq. m) 1"-3" (25.4 mm - 76 mm) XX 22 1,056 48 16,896 (1,570 sq. m) *Other sizes available upon request ENERGYGUARDTM AND ENERGYGUARDTM NH POLYISO INSULATION RECYCLED CONTENT CHART Board Thickness Total Recycled Content By Weight Pre -Consumer Recycled %* Post -Consumer Recycled %** 1.0" (25 mm) 43.00% 11.00% 32.00% 1.1" (28 mm) 41.00% 10.00% 31.00% 1.2" (30.5 mm) 39.00% 10.00% 29.00% 1.3" (33 mm) 37.00% 9.00% 28.00% 1.4" (35.5 mm) 35.00% 9.00% 26.00% 1.5" (38 mm) 33.00% 8.00% 25.00% 1.6" (41 mm) 32.00% 8.00% 24.00% 1.7" (43 mm) 30.00% 7.00% 23.00% 1.8" (46 mm) 29.00% 7.00% 22.00% 1.9" (48 mm) 28.00% 7.00% 21.00% (continued next page) 58 Product Data Sheets ENERGYGUARDT" AND ENERGYGUARDTM NH POLYISO INSULATION RECYCLED CONTENT CHART (CONT.) Board Thickness Total Recycled Content By Weight Pre -Consumer Recycled %* Post -Consumer Recycled %** 2.0" (52 mm) 27.00% 7,00% 20.00% 2.1" (53 mm) 25.00% 6.00% 19.00% 2.2" (56 mm) 24.00% 6.00% 18.00% 2.3" (58.5 mm) 23.00% 6.00% 17.00% 2.4" (61 mm) 22.00% 5.00% 17.00% 2.5" (615 mm) 22.00% 6.00% 16.00% 2.6" (66 mm) 21.00% 5.00% 16.00% 2.7" (68.5 mm) 20.00% 5.00% 15.00% 2.8" (71 mm) 20.00% 5.00% 15.00% 2.9" (73.6 mm) 19.00% 5.00% 14.00% 3.0" (76 mm) 18.00% 4.00% 14.00% 3.1" (78.7 mm) 18.00% 4.00% 14.00% 3.2" (81 mm) 17.00% 4.00% 13.00% 3.3" (84 mm) 17.00% 4.00% 13.00% 3.4" (86 mm) 16.00% 4.00% 12.00% 3.5" (89 mm) 16.00% 4.00% 12,00% 3.6" (91.5 mm) 15.00% 4.00% 11.00% 3.7" (94 mm) 15.00% 4.00% 11.00% 3.8" (96.5 mm) 15.00% 4.00% 11.00% 3.9" (99 mm) 15.00% 4.00% 11.00% 4.0" (102 mm) 15.00% 4.00% 11.00% 4.1" (104 mm) 15,00% 4.00% 11.00% 4.2" (106.7 mm) 15.00% 4.00% 11.00% 4.3" (109 mm) 14.00% 3.00% 11.00% 4.4" (111.7 mm) 14.00% 3.00% 11.00% 4.5" (114 mm) 14.00% 3.00% 11.00% 4.6" (117 mm) 13.00% 3.00% 10.00% * Pre -consumer Recycled Content (Post -Industrial) is defined as material diverted from the waste stream. ** Post -consumer Recycled Content is defined as waste material generated by household or by commercial, industrial, and institutional facilities in their role as end -users of the product, which can no longer be used for its intended purpose. This includes returns of materials from the distribution chain. 59 Product Data Sheets ENERGYGUARDTM' HD TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Physical Characteristics Shipping Information (4' x 4') (1.21 m x 1.21 m) Size' LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft, Per Truck 1/2" (12 mm) 2.5 3.75" (95.25 mm) 96 4,608 96 7.68 384 (35.67 sq. m) 737.28 (68.5 sq. m) Physical Characteristics Shipping Information (1.21mx2.4m 4' x 8') Size* LTTRValue Max Flute Span (in) Bds/ Bundle Bds/Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 1/2" (12 mm) 2. 5 3.75" (95.25 mm) 48 2,304 48 15.36 768 (71.35 sq. m) 737.28 (68.5 sq. m) *Other sizes available upon request ENERGYGUARD'' HD PLUS TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Physical Characteristics Shipping Information (4' x 4') (1.21 m x 1.21 m) Size* LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 1/2"2 (12 mm) 5 4.75" (120.65 mm} 96 4,608 96 7.68 384 (35.67 sq. m) 737.28 (68.5 sq. m) Physical Characteristics Shipping Information (4' (1.21mx2.4m x 8') Size* LTTR Value Max Flute Span (In) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 1/2" (12 mm) 2.5 4.75" (120.65 mm) 48 2304 , 48 15.36 768 (71.35 sq. m) 737.28 (68.5 sq. m) *Other sizes available upon request 60 Product Data Sheets INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS 4 6 6" 1 6" /-6"/6„/6"/6"f 5 7 6" 6" • '/ 6"/ 6"/ 6"/ 61 •ae0: IV :giro Product Data Sheets INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS (CONT.) s_3: 62 8 11 " 6„ ,t7.6 10 12 6"/ Product Data Sheets INSULATION FASTENING PATTERNS 2' X 4' (614 mm X 1.2 M) BOARDS (CONT.) 14 18 6" 6" 6 6" 6 6" 6" • • • • • 6" , 6"/ 6' 6"/ 6"/ 16 21 63 'Q� r T I vi Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS ' : oar kV 1 4 • 64 /--'12" 24" f 12"-/ 6 5 ♦ • ♦ /-6"/ 18" / 18" / 6"/ 8 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 9 11 10 12 65 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) ► 4 Board 66 16 14 15 9" 9" 18" 18 Product Data Sheets ., INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 20 22 • • • !-6"--12"--f-12" , ' 12" ,i 6"? 21 f-6 23 / 6"? 67 'ri•1fM Ii7 �7 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) an X4 :• 68 24 26 25 . . • . • 28 Product Data Sheets INSULATION FASTENING (PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 29 31 30 33 69 at. Y I Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 34 70 35 41 Product Data Sheets , INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 42 43 45 71 •.1't?: r 741U Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS 4 6 72 5 8 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 10 14 12 16 X CO tTJ 0 a, tol 73 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) � � i • • � 74 18 22 20 24 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 26 30 28 32 75 • 'Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 34 38 76 36 • • • . • • . • • . 0 . • • . • . • 12• Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 6 6- 42 �- r r 46 • • . • • • . • • • • • • • • • • • • • • • i • • • • • • • • • • • • • • • • ♦ • • • • • • 48 77 x Co w 0 Specification Tables & Guidelines 0 747, c 110 col 06 Min co u F. 78 Section 3: Specification Tables & Guidelines TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR OFF • MECHANICALLY ATTACHED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech. Attached Adhesive/ RP ISO Gypsum Board Wood Fiber/ Perlite EPS/XPS Fanfold' 3/6 of (85/170 g) Polymat ersaShield'Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes - Ves Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes ' Fanfold to be used as an overlay board only. ' low rise foam or hot asphalt for cricket and saddle attachment. If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt, Odl-swalsIts pal/3 e d ItipiuegDaw Mechanically Attached Systems-TPO TPO SPECIFICATION TABLE • RE-COVER • MECHANIC ALLYA1TACNE, YSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech, Fast, Adhesive/ lRF° ISM Gypsum Board Wood Fiber/ Perlite' EPS/XPS Fanfold' 3/6 0= (85/170 g) Polymat VersaShield Solo' None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Yes Single -Ply Membrane Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Granule- Surfaced BUR/MB Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Gravel -Surfaced BUR/MBS Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Standing Seam Metal' Yes Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes2 Yes Roof moisture scan required for use of perlite/wood fiber in re-cover roofing systems. An approved cover board is required when XPS is used as flute fill material, Fanfold to be used as an overlay board only, 4 Low rise foam or hot asphalt for cricket and saddle attachment, If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt. At loose gravel must be removed. When re ering over an existing standing seam roof, fasteners must be directly installed into structural purlins with appropriate fastener type. Fastening into the panel is not permitted PVC SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR OFF • MECHANICALLY ATTACHED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech Fast, Adhesive/ lRF' ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS Fanfold' 3/6 oz, (85/170 g) Polymat VersaShleld Solo None Smooth Fleece (Fg) Steel Yes Yes Yes Yes Yes' Yes Yes — Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Structural Concrete & Gypsum Yes Yes Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes' Yes1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 XPS/Fanfold in combination with a 3/6 oz. (85/170 g) polymat separator. 'Fanfold to be used as an overlay board only, 3 Low rise foam or hot asphalt for cricket and saddle attachment, If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt. DAd-swalsAS pagaelAt AileNumpaw Mechanically Attached Systems -PVC PVC SPECIFICATION TABLE • RE-COVER • MECHANICALLY ATTACHED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech Fast, Adhesive/ LRF 6 ISO Gypsum Board Wood Fiber/ Perlite , EPS/ XPS Fanfold° 3/6 oz, (85/170 g) polymat VersaShield Solo"' None Smooth Fleece (FB) Yes Yes Yes Yes Yes3 Yes3 Ves Yes Yes Smooth BUR/MB Yes Yes Yes Ves Yes Yes Yes Yes Single -Ply Membrane Yes Yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Granule- Surfaced BUR/MB Yes Yes Yes Ves Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes Yes Yes3 Ves Yes Gravel -Surfaced BUR/MB6 Yes Yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes Yes Standing Seam Metal' Yes Yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes Roof moisture scan required for use of perlite/wood fiber in re-cover roofing systems. ' An approved cover board is required when XPS is used as flute fill material. XPS/Fanfold in combination with a 3/6 oz. (85/170 g) polymat separator. ° Fanfold to be used as an overlay board only. s Low rise foam or hot asphalt for cricket and saddle attachment. If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt. A polymat must be used to cover any asphalt bleed out when a smooth PVC membrane is used. 6 All loose gravel must be removed. Specification Tables & Guidelines 7r INSULATION ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (Meets FM attachment requirements') NUMBER OF FASTENERS Insulation Type Board Size Fasteners/Board Thickness Field Perimeter' Corner 4'x4' (1.2 m x 1.2 m) any 4 4 4 Polyiso 4'x8' (1.2 m x 2.4 m) 1/2" - 1.2" (13 mm - 30 mm) 6 6 6 4'x8' (1.2 m x 2.4 m) 21.3" (33 mm) 5 5 5 Perlite 4'x4' (1.2 m x 1.2 m) any 4 4 4 Wood Fiber 4'x4' (1.2 m x 1.2 m) any 4 4 4 4'x8' (1.2 m x 2.4 m) any 6 6 6 Extruded Polystyrene3 4'x4' (1.2 m x 1.2 m) any 4 4 4 4 x8' (1.2 m x 2.4 m) „ „ 1 2- 1.2 (13 mm - 30 mm) 6 6 6 4'x8' (1.2 m x 2.4 m) 21.3" (33 mm) 5 5 5 Expanded Polystyrene3 4'x4' (1.2mx1.2m) any 4 4 4 4'x8' (1.2 m x 2.4 m) 1/2" - 1.2" (13 mm - 30 mm) 6 6 6 4'x8' (1.2 m x 2.4 m) 21.3" (33 mm) 5 5 5 Fanfold -TPO or Fleece back PVC only Fanfold' 3/8" min (10 mm) 2-1-2-1-2 2-1-2-1-2 2-1-2-1-2 Gypsum Board" 4'x8' (1.2 m x 2.4 m) 1/4" - 5/8" (6 mm - 16 mm) 6 6 6 Attachment requirements to meet determined uplift resistance are dependent on deck type, specific fastener, etc. 'Fanfold attachment spacing is for each 2' x 4' (610 mm x 1.2 m) section. 'Smooth PVC must have 3/6 oz. (85/170 gr) polymat separator sheet or fleece back. 'Includes approved DensDeck' and SECUROCK' Roof Board products. 83 Specification Tables & Guidelines INSULATION ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (CONT.) (Meets FM attachment requirements') TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 gauge)s DRILL-TECTM (#14) or Fastener (#12) DRILL-TEC' 3" (76 mm) Galvalume 3/4" (19 mm) through the deck Wood — plank, OSB and plywood sheathing DRILL-TECTM (#14) or Fastener (#12) DRILL-TECTM 3" (76 mm) Galvalume 1" (25 mm) thread into/ through the deck Structural Concrete DRILL-TEC' #14 Fastener or DRILL-TEC' CD-10 DRILL-TECTM 3" (76 mm) Galvalume 1" (25 mm) thread/shank into the deck Insulating Concrete DRILL TEC'" (#14) DRILL-TEC'" 3" (76 mm) Galvalume 3/4" (19 mm) thread through steel form Gypsum Concrete DRILL-TECTM Polymer GYPTEC" Fastener DRILL-TEC' 3" (76 mm) GYPTEC'" Plate 1 1/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL-TECTM Polymer GYPTECTM Fastener DRILL-TEC'" 3" (76 mm) GYPTEC' Plate 1 1/2" (38 mm) thread into the deck 'Attachment requirements to meet determined uplift resistance are dependent on deck type, specific fastener, etc. 'Fanfold attachment spacing is for each 2' x 4' (610 mm x 1.2 m) section. 3Smooth PVC must have 3/6 oz. (85/170 gr) polymat separator sheet or fleece -back. 'Includes approved DensDecko and Securock® Roof Board products. 524-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. PERIMETER HALF SHEET TABLE Building Width Building Height Number of EverGuard' TPO 60" (1.5 m) Half Sheets Number of EverGuard' PVC 60" (1.5 m) Half Sheets 0-34' (0-10 m) 1 1 <200' 35-100' (61 m) (10-30 m) 2 2 >100' Formula: Install half sheets throughout the perimeter and corner (30 m) region. The width of this region is defined as the least of the following two measurements: 0.1 x building width or 0.4 x building height 2200 (61 m) any height Note: The minimum width is 4' (1.2 m). The width is defined as the narrowest dimension. Note: FM attachment requires the Formula calculation. 84 Specification Tables & Guidelines TPO & PVC MEMBRANE ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (10' [3.05 m] field sheets) Deck Type Typical Pull-out Values (Ibs) Fastener Type Plate Penetration Standard Pattern 90 psf Pattern 22 ga. standard (33 ksi) 450 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 450 DRILL-TEC' XHD (#15) Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 450 DRILL-TEC" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 350 DRILL-TECT" #14 Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 22 ga. high strength (80 ksi) 750 DRILL TECT" SXHD (#21) DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 12" (305 mm) o.c. 450 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 12" (305 mm) o.c. 450 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 24 ga. standard2 350 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" 2" (51 mm) double barbed 3/4" (19 mm) through the deck 6" (152 mm) o.c. 290 psf is attachment pattern to provide 90 Ibf/ft2 (5.3 kPa) of up ift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. 224-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. Note: For designing at elevated uplift pressures, please consult the current FM Approval Guide/ROOFNAV. (continued next page) 85 ^ � Specification -����| �� Guidelines p, ~,����O/��w��[� n�^�/�� �� ��LV�v��Uyles � TPO & PVC MEMBRANE ATTACHMENT TABLE -MECHANICALLYATTACHED SYSTEMS 'Typical Deck Type ` Pull-� vp^ ^ p . Plate - Penetration~-' - �~(�zmm> Nominal Wood Plank 00 0UILL-TE[ #14 orDR(� FastenerL TEC=(#15)xMD Fastenerr DRILL-TEc= 2��(0zmm) ba,bed�*D z, (ZSmm} imothe deck 12. (30mm) D.C. 6^ (zszmm)nc' VDO DK|LL�[C=#14 Fa�enc,*rDn|iL' T[C=(#15)XHD Fastener DR|�LTE{I�e Hvuk�xccu�eamm Plate �^(Z�mm) into the deck zz" (sosmm> D.C. 6^ (15Imm)or z"(�smmy wnm/nm| p n mo��|oh 4So DRILL-TE[ #14 ��namo�LL T[C-(#15)xHo Fastener DRILL-TEC'° 23/8^(61mm) barbed XHD 1^(2Smm) through the deck 91, (229mnn) D.C. 45� �mLi'TE[�#14 -'—�-- '-� Fastener o,om|u' TEC-(#15)xHD Fastener DRILL-TEC~Eye HvokmAccuSea,nm pbme 1^(25nnm) through the deck g^ (229mm) D.C. ��"{zonnnn) mv,nina| Plywood �z5 DRILL-TsC`°#14 pa�ene,o,DRILL TEC=(#15)u*n Fastenere, zoK|LLTE[= 2]/8^(61mm) barhedXxD z^(zSnnm) through the deck 12^ (susmnn) D.C.. a , (15zm,")o.C. sos DRILL-TE�=#z� Fa�ene,o,mu n' TEC=(#15)xMD Fastener DRILL-TEC=Eya *onk"xccuscaml Plate 1^(25mm) through the deck 12^ (uusmm) nz. * . (z5Zmm)uc ' ' 15/32~ (12mnm) p|ymwwd o, OSB a50 DRILL-Tsc~#14 Fa�eneru,owuL TcC~(#15)»yD Fastener DRILL-T[cTI 23/8^(61mm) barbed Xxn 1^(26mm) through the deck 6^ (152mnm) D.C. ��O on|LL-Tsc=#14 Fastener ene,vr��|��_ TcC�(#zs)xHD Fastener oR|L�Tc���� *nok��c uSeam= - Plate 1. (Zsmnm) through the deck 6^ (15Zmn`) D.C. Structural Concrete 700 om��Ts��wz4 Fastener on|L�7cc� 23/a^ (61mm) ba,bedxHD 1^(�smnn) into the deck zZ^ (aos mm) D.C. a^ (zsunnnn) D.C. 7�o omu'TscT"wz« Fastenere"*, DRILL-TE��Eye Hook*AccuSean`° Plate z^(25mm) into the deck 12^ (305mm) D.C. 6^ (zszmm) D.C. e«o DRILL-TECI"Co'10 DRILL-TsC'~ z ]/o^ (az mnm) ba,bedx*D z, (a5mn`) into the deck zz^ (]oS mm) D.C. o^ <152 mm> D.C. 900 omL�T[C°Co'zO DRILL-TsC— Eye Hook" Acuseam� ' Plate �^(zsmnn) into the deck 12^ (so6n,nn) D.C. hr <152mm> D.C. guo om��T��~cmao omu-Tsc~ a�4^(7onnm) double barbed sXHm l''<Zsmm> into the deck zz , (ans,nm) D.C. za . (305mm) D.C. 190psf isattachment pattern mn (53kPa)cfuplift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. Note: For designing atelevated uplift pressures, please consult the current pxxApproval smd,/HOopmwv 86 Specification Tables& Gu^del^nes^u � " TPO & PVC MEMBRANE ATTACHMENT TABLE ~MECHANICALLY ATTACHED SYSTEMS Deck ` ^`Fastener—� ' ww���u�m �l��e �b� �mt� � �` - ^Standard Penetration~—— pa�mnm ' 90psir Pattern ' Lightweight Insulating Concrete, 22 ga ' �anda,dform 450 DRILL-T[C'o XHDhwz5> Fastener DmiL-T[C� 23/8"(51mm} borbp6KHD 3/4^(10mm) through the form 12" (305mm) O.C. 6" (152mm) O.C. 450 DR|LQIC� KHD(#15) Fastener Dh||l�c���Mouk� Accuscamwp|ate ��(zymm) through the form 1� (305mm) O.C. � <152mm> O.C. sso DR|�L'T[�= #14Fastene, D0iLTEC� �mnZ�"(azm) barbedX*D 3/4^(19mm) through the form 6^ (152mnn) O.C. 35O DR|LLTE[I #14Fustener ohUqec=Eye Mop��3/4''(1gmn`) AccuSe»mnmp)at- - through the form 6^ (152mm) O.C. Lightweight Insulating Concrete, o4ga. standard form 350 DRILL-TEC`~ XHD(#l5) Fastener DR(iLTEC`m 23/8^(61mm) ba,bedu*o 3/4^(19 mn`) through the form G^ (zSZmm) O.C. 350 DRILL-TsC= XMD(#1S) Fastener Drill— Eye Hook* AovSeanuwp|ate 3�r(�emm) through the form e, (152mnm) O.C. 350 DR|��T�[= #14pastene, oR|L�TsC= 2 3/8r(61mm) barbedK*o 3/4^(19mm) through the form 6^ (152mm) O.C. 350 DR|LLT[C= #14pame"c, nhUqec'�eHook" Accusean,°p|ate 3��(19mm> through the form �^ (zsamn`) O.C. Gypsum Concrete 400 DRILL-TE[" Polymer GYPTsc= Fastener DnuL-Tsc`~ GYPTsC=2^(61 mm)ba,bed 11/2^(38 mnm)intuthe deck 91, (229mm) O.C. 6^ (zSzmnn) O.C. ccn,,wtimpus Wood Fiber 300 DRILL-TsC'° Polymer GYPTcc~ Fastener o,i||luc`°Eye Hvvk° Aczu5eann°P|ate 11/2^<38 n`m>into the deck 6" <1E3mm> O.C. '90 psfbattachment pattern to provide 90 | (5.3hpa)ofuplift pressure resistance and may equate to FM 1-e0Refer to cvnrm Rw Approval Guide Note: For designing a,elevated uplift pressures, please consult the current prwApproval Gvide/xOoFw4W. EMBRANE Mechanically Attached Systems INSULATED & NON -INSULATED TPO MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EVERGUARDD TPO MEMBRANE ATTACHMENT DRl1L-TEC", FASTENERS SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) ONSTRUCTION TYPE INSULATION NE TYPE T=TPO CONSTRUCTIONTYPE N=NEW R: RECOVER T = TEAR OFF (COMPLETE) INSULATION I -INSULATED N : NON•INSULATED T MA N I 60 ATTACH ECHANICALLY ATTACHED MEMBRANE (THICKNESS AND TYPE) 45; 45 MIL SMOOTH 60 - 60 MIL SMOOTH 80 0 80 MIL SMOOTH 45FB = 45 MIL FLEECE•BACK 60FS = 60 MIL FLEECE•BACK 80FB = 80 MIL FLEECE•BACK SOEX = 50 MIL EXTREME 60EX = 60 MIL EXTREME 70EX = 70 MIL EXTREME 80EX = 80 MIL EXTREME 50EXFB = 50 MIL EXTREME FLEECE•BACK 60EXFB = 60 MIL EXTREME FLEECE•BACK 70EXFB = 70 MIL EXTREME FLEECE•BACK 80EXFB = B0 MIL EXTREME FLEECE•BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB 50EX 50EXFB MINIMUM MEMBRANE REQUIR 80 80FB 60EX 60EXFB 70EX 70EXFB 80EX 80EXFB 1. For a non-insula ed recover with smooth membrane only: Slip sheet or fire barrier required; 3 or 6 ozJsq. yd. (102 or 203 gJsq.m) polymat or VersaShield'Solo TM Fire -Resistant Slip Sheet. 2. New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended -length guarantees, k1 EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EVERGUARQ' PVC MEMBRANE MEMBRANE ATFACHMENT RILL-TEC FASTENERS SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) NSTRUCTION TYPE INSULATION MEMBRANE TYPE P PVC CONSTRUCTION TYPE N.NEW R = RECOVER T . TEAR OFF (COMPLETE( P MA N ACHMENT ICALLY ATTACHED 50 50FB INSULATION . INSULATED N NON-INSIAATED 60 MEMBRANE (THICKNESS AND TYPE) 50 60 . BO 50FB 60FB 80FB 50 MIL SMOOTH 60 MIL SMOOTH BO MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE -BACK 80 MIL FLEECE.BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB MINIMUM MEMBRANE REQUIREMENTS 80 80FB 1. For a non -insulated recover with smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 g./sq.m.) polymat or VersaShield® Solo TM Fire -Resistant Slip Sheet. CO l0 2. New & Tear -off only, Refer to the Guarantee Requirements Table for additional requirements on extended -length guarantees. swaplts papepy Itilemumpaw MEMBRANE Mechanically Attached Systems INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EMBRANE ATTACHMENT EVERGUARDI PVC MEMBRANE D -TECTM FASTENERS SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) UCTION TYP INSULATION MEMBRANETYPE P = PVC CONSTRUCTION TYPE N = NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION I : INSULATED N = NON -INSULATED P MA N 60 EM A ACH A =MEC1ANrCALLY ATTACHED 50 50FB 50XK MEMBRANE NE S AND lyPE) 50 = 50 MIL SMOOTH 60 = 60 MIL SMOOTH 80 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB = 60 MIL FLEECE•BACK 80F8 = 80 MIL FLEECE•BACK 50XK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH 80XK = 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE -BACK 80XKFB 2 80 MIL FLEECE -BACK OUARANTEE LENO3TH UP TO RS) 60 60FB 60XK 60XKFB 80 80FB BOXK 80XKFB 1. For a non -insulated re-cover with smooth membrane on y: Slip sheet or fire barrier required; 3 or 6 oz.lsq, yd. (102 or 203 g.Isq.m.) polymat or VersaShield° Solon" Fire -Resistant Slip Sheet. TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • ADHERED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Attachment Membrane Type Mech, Attached Adhesive, Hot Asphalt'ISO Gypsum Board Wood Fiber/ Perlite EPS'/ XPS' None Adhered Smooth Fleece (FB) Adhesivea Hot Asphalt Steel Yes Yes Yes Yes° Yes Yes Yes Yes Yes Yes Yes° Yes Yess Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes3 Yes Yes Yes° Yes Yes Yes Yes Yes Yes Yes; Yes Yes Yes° Yes Yes Yess Yes Yes Yes3 Yes Yes Yes Yes3 Yes Yes Structural Concrete &Gypsum Yes Yes Yes Yes Yes Yes° Yes Ves Yes Yes Yes Yes Yes Yes Yes° Yes Yes Yess Yes Yes Yes Yes Yes Yes° Yes Yes Yes Lightweight Insulating Concrete Yes Yess Yes3 Ves Yes Yes° Yes Yes Yes Yes Yess Yes3 Yes Yes Yes° Yes Yess Yess Yes Yese Yes3 Yes Yes Yes° Yes Yes3 Yes Yes Cementitious Wood Fiber Yes Yes Yes3 Yes Yes Yes° Yes Yes Yes Yes Ves Yes3 Yes Yes Yes° Yes Yes Yess Yes Yes Yes3 Yes Yes Yes Yes Yes3 Ves Yes ' No hot attachment of XPS or EPS. ' Cover board required. Cover board cannot be attached with hot asphalt. Insulation/membrane can be installed in hot asphalt only when mopping to mechanically attached base sheet. ° Wood fiber only with bonding adhesives, s Attachment of membrane must be with water -based adhesive. s Includes Olybond500® Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive, ' Includes 0lybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive Moisture content must be less than 15%, otherwise a base sheet is required. Odl-sWa1sltS paiaypd Adhered Systems-TPO TPO SPECIFICATION TABLE • RECOVER • ADHERED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Attachment Membrane Type Mech Fast. Adhesive' Hot Asphalt' ISO Gypsum Board _ Wood fibert� Perlite EPS2�XPS2 None Adhered Smooth Fleece (FB/ Smooth BUR/MB Adhesive Hot Asphalt Yes Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes Yes Yes5 Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single Ply Membrane Yes Yes Yes Yes5 Yes Yes Ves Yes Yes Ves Yes5 Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Granule Surfaced BUR/MB Yes Yes Yes8 Yes Yes Yes5 Yes Yes Yes Yes Yes Yese Yes Yes Yes5 Yes Yes6 Yes Yes Yes6 _ Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB Yes Yes Yes Yes Yes5 Yes9 Yes Yes Yes Yes Yes Yes Yes5 Yes9 Yes6 Yes Yes Yes Yes Yes Yes Yes Yes r yr n Standing Seam Metal' Ves Yes Ves V Yes5 Yes Yes Yes Yes Yes Yes Yes5 Yes Ves 6 Yes Yes Yes Yes Yes Yes Yes No hot attachment of XPS or EPS. Cover board required. Roof moisture scan required for use of perlite/wood fiber in re-cover roof systems. XPS is the only material allowed as flute fill with cover board required. Wood fiber only with bonding adhesives. 6 Includes 0lybond500® Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive. 'Includes 0lybond500' Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive s Prime with MATRIX'"' 307 Premium Asphalt Primer. 9 Fanfold is not acceptable. to PVC SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • ADHERED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Attachmen Membrane Type Meth, Attached Adhesive' Hot Asphalt' ISO Gypsum Board Wood Fiber/ Perlite EPS=/ XPS' None Adhered Smooth Fleece (FBI Adhesive b Hot Asphalt Steel Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes5 Yes Yes4 Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes3 Yes Yes Yes5 Yes Yes Yes Ves Yes Yes3 Yes Yes Yess Yes Yes Yes4 Yes Yes Yes3 Yes Yes Yes Yes3 Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes Yes5 Yes Yes Yes4 Yes Yes Yes Yes Yes Yes Yes Yes yes lightweight insulating Concrete Yes Yes5 Yes3 Yes Yes Yes5 Yes Yes Yes Yes5 Yes3 Yes Yes Yes5 Yes Yes4 Yes4 Yes Yese Yes3 Yes Yes Ves Yes Yes3 Yes Yes Cementitious Wood Fiber Yes Yes Yes3 Yes Yes Yes5 Yes Yes Yes Yes Yes3 Yes Yes Yes5 Yes Yes Yes4 Yes Yes Yes3 Yes Yes Yes Yes Yes3 Yes Yes ' No hot attachment of XPS or EPS, ' Cover board required, Insulation/membrane can be instated in hot asphalt only when mopping to mechanically attached base sheet. Membrane attachment must be with water -based adhesive, Wood fiber insulation only, Includes Olybond500' Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2•PartRoofing Adhesive. Includes 0lybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive 8 Moisture content must be less than 15%, otherwise a base sheet is required. DAd-sWa/sAS paiagpd Adhered Systems -PVC PVC SPECIFICATION TABLE • RE•COVER • ADHERED SYSTEMS Deck Type Insulation/Substrate Attachment Insulation/ Substrate Membrane Attachment Membrane Type Mech Fast, Adhesive Hot Asphalt' ISO Gypsum Board' Wood Fiber'/ Perlite' EPS'/ XPS' None Adhered Smooth Fleece (FB) Smooth BUR/MB Adhesive Hot Asphalt Yes Yes Yes Yes Ves Yes5 Yes Yes Yes Yes Yes Yes Yes Yess Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single -Ply Membrane Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes5 Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Granule Surfaced BUR/MB Yes Yes Yes9 Yes Yes Yes5 Yes Yes Yes Yes Yes9 Yes Yes Yess Yes Yes6 Yes Yes Yes9 Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes5 Yes1D Yes6 Yes Yes Yes Yes Yes Yes1° Yes Yes Standing Seam Metal' Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes s Yes Yes 6 Yes Yes Yes Yes Yes Yes Yes ' No hot attachment of XPS or EPS. 'Cover board required. XPS only as flute fill material with overlay board. Roof moisture scan required for use of perlite/wood fiber in re-cover roofing systems. 5 Wood fiber insulation only. 6 Attachment of membrane must be with water -based adhesive. Includes Olybond500' Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive. s Includes 0lybond500' Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive ' Prime with MATRIX'"' 307 Premium Asphalt Primer. 10 Fanfold is not acceptable. Specification Tab es Guidelines ... INSULATION ATTACHMENT TABLE -ADHERED SYSTEMS NUMBER OF FASTENERS Insulation Type Board Size Thickness Standard Attachment Fasteners/Board Attachment Fasteners/Board for 90 psf Uplift Resistance Field Perimeter Corner Field Perimeter Corner Polyiso 4'x4' (1.2mx1.2m) 1" - 1.4" (25mmx355mm) 8 12 16 4'x4' (1.2mx1.2m) 1.5" - 1.9" (38mmx48mm) 6 8 12 8 12 16 4'x4' (1.2 m x 1.2 m) 2" (52 mm) minimum 4 6 8 4 6 8 4'x8' (1.2mx2.4m) .5" 1.4" (13mmx36mm) 16 24 32 4'x8' (1.2mx2.4m) 1" -1.4" (25mmx355mm) 16 24 32 4'x8' (1.2mx2.4m) 1.5" - 1.9" (38mmx48mm) 11 16 22 16 24 32 4'x8' (1.2 m x 2.4 m) 2" (52 mm) minimum 8 12 16 8 12 16 EPS/XPS1 4x4 (1.2mx1.2m) 1"-1.4' (25mmx355mm) 8 12 16 4'x4' (1.2mx1.2m) 1.5" -1.9" (38mmx48mm) 6 8 12 4'x4' (1.2 m x 1.2 m) 2" (52 mm) minimum 4 6 8 4'x8' (1.2 m x 2.4 m) 1" - 1.4" (25mmx35.5mm) 16 24 32 4'x8' (1.2mx2.4m) 1.5" - 1.9" (38mmx48mm) 11 16 22 4'x8' (1.2 m x 2.4 m) 2" (52 mm) minimum 8 12 16 Gypsum Board 4'x8' (1.2 m x 2.4 m) 1/4" - 5/8" (6mmx16mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 1/2" (12 mm) minimum 16 24 32 21 32 42 Wood Fiber 4'x4' (1.2 m x 1.2 m) 1/2" (12 mm) minimum 6 8 12 4'x4' (1.2 m x 1.2 m) 1" (25 mm) minimum 4 6 8 4'x8' (1.2 m x 2.4 m) 1/2" (12 mm) minimum 16 24 32 (continued next page) 95 Specification Tables & Guidelines INSULATION ATTACHMENT TABLE - ADHERED SYSTEMS (CONT.) TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 gaugerDRILL TEC'" (#14) or Standard (#12) 3" (76 mm) Galvalume 3/4" (19 mm) through the deck Wood — plank, OSB and plywood sheathing DRILL-TEC" (#14) or Standard (#12) 3" (76 mm) Galvalume 1" (25mm) thread into/through the deck Structural Concrete DRILL-TEC' (#14) or DRILL-TEC CD-10 3" (76 mm) Galvalume 1" (25 mm) thread/shank into the deck Insulating Concrete DRILL TEC" (#14) 3" (76 mm) Galvalume 3/4" (19 mm) thread through steel form Gypsum Concrete DRILL-TEC' Polymer GYPTEC"Fastener 3" (76 mm) Galvalume 1 1/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL-TEC' Polymer GYPTEC"Fastener 3" (76 mm) Galvalume 1 1/2" (38 mm) thread into the deck 'Requires a coverboard. 224-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. Note: Attachment requirements to meet determined uplift resistance are dependent on deck type, specific fastener, etc. 96 INSULATED & NON.INSULATED TPO ADHERED SYSTEMS SPECIFICATION PLATE EATTACMIENT EVERGUARO‘ IPOUEIRRAhE EVEROUAliff AOHEsia ONSTRUCIIONTYP STRATE INStLATION N ^, • PE C`;:vER T ; rEAN !C0149,FEI I4YPEui.ATc»i :1;NsuLArU r. 14tvINSIJI.A FA R 60FB ; 4 Ml. " 10,1,51400TH 45E6 ; 45 FLEECE BACK V.FE z FLEECE BACK 61; FE z )pli. FLEECE BACK MAX 1,11. EXTREM E BcF,x: NM, x.r;im !AXIS. 60 EXTREME FLEECE BAD( 4:Er.Ep-.: 14( 141)„ Br rmeg FLEEGE BAD( GUARANTEE LENGTH UP TO (YEARS) 2 30 FA N R N 45 45FB 6CFB 5CEX 50EXFB Kr tax 6•JEX;B 7: EXT E 80EX 80EXFB WISIUM SIE143RANE REOUIR `.1 1. New & Tear -off only. Minimum 2 layers of insulation. Refer to the Guarantee Requirernerts retie Nctcla req:irerrerts or exteroec-Iengt guarantees, swalslts Paiatin BRANE TYPE Adhered Systems EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE EVERGUARDI PVC MEMBRANE BRANEATTACHM EVERGUARe ADHESIVE CONSTRUCTION TYPE INSULATION MEMBRANE TYPE P = PVC CONSTRUCTION TYP,E N = NEW R ; RECOVER T = TEAR OFF (COMPLETE) INSULATION I = INSULATED N NON -INSULATED P FA R N 60FB BRANE ATTA H E FA ADHERED MEMBRANE (THICKNESS AND TYPE) 50; 60 80 50FB 60FB BOFB 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE -BACK 80 MIL FLEECE -BACK GUARANTEE LENGTH UP TO (YEARS) 5 20 P FA N R T 50 50FB 60 60FE3 80 80FB MINIMUM MEMBRANE REQUIREMENTS 1, For a non -insulated recover with smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 gisq.m.) polymat or VersaShield® Soloim Fire -Resistant Slip Sheet 2, New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended length guarantees. MEMBRANE TYPE INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE EMBRANEATTACHMENT EVERGUARD° PVC MEMBRANE EVERGUARD° ADHESIVE NSTRUCTION SUBSTRATE INSULATION MEMBRANE TYPE P=PVC CONSTRUCTION TYPE. N=NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION I = INSULATED N = NON•INSULATED P FA R N 60FB MEMBRANE ATTACHMENT FA = ADHERED 50 50FB 50XK MEMBRANE (THICKNESS AND TYPE) 50 = 50 MIL SMOOTH 60= 60 MIL SMOOTH B0 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE•BACK 60FB = 60 MIL FLEECE•BACK BOFB = 80 MIL FLEECE•BACK 50%K = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH BOXK = 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE•BACK BOXKFB = B0 MIL FLEECE•BACK GUARANTEE LENGTH UPTO(YEARS) 60 60FB 60XK 60XKFB MINIMUM MEMBRANE REQUIREMENTS swalsits paiaypy 80 80FB 80XK 80XKFB ° ° Specification Tab| &Guidelines LOW-RISE FOAM (LRc) ADHESIVE SECUREMENT TABLE Decks For Direct Adhesion ToFleece-Back Membranes Only Structural Concrete (mew) Yes motes 28-daymivimum cured time. Adhesion test required' Structural Concrete —ncmof(structural concrete deck that had anexisting roof and contains residual asphalt) Yes Adhesion test required' Lightweight Structural Concrete Yes 28-daycure on new poured decks. Adhesion test required' Lightweight Insulating Concrete Yes Less than1S% moisture content. Adhesion test required' Plywood (CDX) Or Oriented Strand Board (VSB) Yes Wood Planking Yes Poured Gypsum Yes Adhesion test required' p,e'ca�Gypsunn «,' Adhesion test required' cemenbdFiber Yes Adhesion test nequived ` S«cc| N/A Aspha��aaseShe�= ~ - _ / Unmodified Fiberglass / Asphalt Sand /Smooth Surface Base Sheet Yes Adhesion test ,cqmveu^ sosModified Asphalt Sand /smuothSurface Base Sheets Yes Adhesion test required' AppModified Asphalt Sand / Smooth Surface Base Sheets Yes Adhesion test required' Approved Insulations (May he adhered to each other or the decks listea above) , > �. pn|v���nv����/mpen�> Yes �a��vmuna��e� 4'x 4! (12mx12m) High -Density PolyisvCover Board Yes4x8'(1.2mxzxm) boards approved High -Density Wood Fiber Yes . op",oeck Yes 4x�(12mxzzm) boards approved ocn,nec , phnne Yes 4x 4'(1.2mx1.2m) boards approved sccunocn^ Yes 4x�(zJ,nxz�m) boards approved pe,|uem,v|advn Ye, W(zamn`)minimum Extruded Polystyrene (xps) Yes Expanded Polystyrene (sps) Yes (continued next page) 100 Specification Tables & Guidelines, LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE (CONT.) Decks For Direct Adhesion To Fleece -Back Membranes Only Direct Re-covery •ha �uitp " Notes N Existing Smooth Surface Built -Up Roof (with no coating) Adhesion test Yes required' Existing Smooth Surface Built -Up Roof (with new asphalt glaze coat) Yes Adhesion test required' Existing Smooth Surface Built -Up Roof (with any type of coating) Yes Adhesion test required" Existing Gravel -Surfaced Built -Up Roof (over existing insulation) Yes Loose gravel removed + new insulation and adhesion test required' Existing Mineral -Surfaced Built -Up Roof Yes Adhesion test required Existing Roof Insulation (after removal of existing roof) Yes Contact GAF Technical Services. Must be an approved insulation that is secured and not wet or damaged. SBS Iuo•ified... p at;•• Yes Adhesion test required' Smooth SBS Ply — Base or Cap Sheet (with sand surfacing with no granules or coating) Smooth SBS Ply — Base or Cap Sheet (with new asphalt glaze coat) Yes Adhesion test required' Existing SBS Modified Bitumen Roofs (with any type of coating) Yes Adhesion test required Existing Mineral -Surfaced SBS Modified Bitumen Roofs Yes Adhesion test required (continued next page) 101 (11 'C Q VI mi. f. fD fD 3m a. Specification Tables & Guidelines LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE (CONT.) Decks For Direct Adhesion To Fleece -Back Membranes Only APP Modified Asphalt ` Notes Smooth APP Ply — Base or Cap Sheet (with sand surfacing with no granules or coating) Yes Adhesion test required' Smooth APP Ply — Base or Cap Sheet (with polyethylene surfacing) Yes Contact GAF Technical Services Existing APP Modified Bitumen Roofs (with any type of coating) Yes Adhesion test required'5 Existing Mineral -Surfaced APP Modified Bitumen Roofs Yes Adhesion test required' Coal! ar :uilt-¥p Roof Gravel -Surfaced Coal Tar Pitch Roof Yes • Loose gravel removed & new insulation. • Adhesion test required' • 1" ISO min. required for TPO • 1.5" ISO min. required for PVC EPDM RooP '. patter patter on The following is a list of approved low-rise foam adhesives and their applicable usage in roof assemblies: • LRF Adhesive M (For adhering both membrane & insulation) • TPO LRF Adhesive M Low Temp (For adhering TPO membrane & insulation) • LRF Adhesive 0 (For adhering membrane only) • OlyBond500® Adhesive (For adhering insulation) • 01yBond500® Canister (For adhering both membrane & insulation) • GAF 2-Part Roofing Adhesive (For adhering both membrane & insulation) • GAF 2-Part Roofing Adhesive (Cold Weather) (For adhering insulation only) • Refer to product data sheets for uses and application Adhesion test: An adhesion test is required to ensure substrate and adhesion quality. Contact GAF Technical Services 800-766-3411 when using LRF in conjunction with a base sheet installation. 'Refer to Technical Advisory Bulletin TAB-2014-23 for further requirements. 4The use of low-rise foam adhesives directly over an existing single -ply membrane is not acceptable by GAF. The use of LRF-M, OlyBond500® Canister, TPO LRF Adhesive M Low Temp and GAF 2-Part Roofing Adhesive can be utilized to attach new insulation/cover board to existing adhered polyiso insulation that has had its facer removed during the removal of an adhered single -ply roof system. s Excludes silicone coatings. PERIMETER SECUREMENT TABLE Building Width ' Building Height 0-34' (0-10 m) Area Width 5' (1.5 m) Adhesive Bead Spacing 6" (152 mm) 35'-100' (10-30 m) 10' (3 m) 6" (152 mm) <200' (61 m) Formula: Perimeter area width is throughout the perimeter and corner region. The width of this region is defined as the least of >100' (30 m) the following two measurements: 0.1 x Building Width or 0.4 x Building Height Note: The minimum width is 5' (1.5 m) 102 EVERGUARD® MEMBRANE ADHESION GUIDANCE TABLE Adhesive Type' YP Application Method' E rGuard TPO 'EverGuard`Eireme TPp' kE. „, „ EverGuard° PVC EverGuard• PVC XI( EverGuard• PVC KEE1 ',Smooth�> ,Fleeceback th ,Feecit, ack Smooth Fleece•Back Smooth Fleece -Back EverGuard•WB 181 Bonding Adhesive Roller Yes" Yes' Yes" Yes' No Yes3 No Yes' EverGuard• low VOC TPO Bonding Adhesive Roller Yes" No Yes4 No No No No No EverGuard°p1121TPO Bonding Adhesive Roller Yes4 No Yes° No No No No No EverGuard•f#2331PVC Bonding Adhesive Roller No No No No Yes' No Yes' No EverGuard"TPO 3 Square low VOC Bonding Adhesive Roller Yes' No Yes4 No No No No No LRF Adhesive M Ribbon No Yes' No Yes' No Yes3 No Yes' TPO LRF Adhesive M Low Temp Ribbon No Yes' No Yes' No No No No LRF Adhesive 0 Ribbon No Yes' No Yes' No Yes' No Yes' GAF 2-Part Roofing Adhesive' (including Cold Weather Formula) Ribbon No Yes3 No Yes3 No Yes' No Yes' Spatter 01yBond500°Canister Ribbon No Yes' No Yes3 No Yes' No Yes' Spatter Hot Asphalt Mopped No Yes' No Yes' No Yes' No Yes' ' It is critical that the proper adhesive be used with each membrane type to prevent failure. Substitution of adhesives for different products and non -GAF branded adhesives is discouraged. Performance/adhesion failures due to adhesive substitutions will not be covered by the GAF Diamond Pledge'" NDI, Refer to the specific product label for the adhesive you are working with for specific application rates and instructions or contact Technical Services at 800-766.3411. 3 One-sided application: adhesive applied to top of substrate only, Two-sided application: adhesive applied to both top of substrate and bottom of membrane. s GAF 2-Part Roofing Adhesive (Cold Weather Formula) cannot be used for adhering single -ply fleece -back membranes, Note: The EverGuard® Membrane Adhesion Guidance Table is for information purposes only, and is not a substitute for adhesion testing and verification by the building 0 owner or its consultants to determine with certainty if the membrane is suitable for the particular needs of the building, W swapAS paaagn Specification Tables & Guidelines EVERGUARD® MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE Adhesive Type' Application Method' Approximate Coverage Rates3 Smooth" Fleece -backs EverGuard® WB 181 Bonding Adhesive6 Roller 1/2 gallon per 100 —120 square feet (3.4 — 4.1 Liter/ 10 m2) 1 gallon per 100 —120 square feet (3.4 — 4.1 Liter/ 10 m2) EverGuard® Low VOC TPO Bonding Adhesive Roller 1/2 gallon per 100 —120 square feet (3.4 — 4.1 Liter/ 10 m2) Not Approved EverGuard® #1121 TPO Bonding Adhesive Roller 1/2 gallon per 50 — 60 square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved EverGuard® #2331 PVC Bonding Adhesive Roller 1/2 gallon per 50 — 60 square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved EverGuard® TPO 3 Square Low VOC Bonding Adhesive Roller 1/2 gallon per 50 — 60 square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved LRF Adhesive M' (Including Low Temp) ° 1" (25 mm) Wide Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 — 600 ft2 (37-56m ) Bag -In -Box (A+B) Not Approved 1,800 — 2,200 ft2 (167 — 204 m2) Drum Not Approved 20,000 — 25,000 ft2 (1,858 — 2,322 m2) LRF Adhesive O' 1" (25 mm) Wide Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 — 600 ft2 (37 — 56 m=) Bag -In -Box (A+B) Not Approved 1,700 — 2,000 ft2 (158 —186 m2) OlyBond500TM Canister' Spatter Method Canister -In -Box (A+B) Not Approved 3.75 Ib. /100 ft2 (0.18 kg/ m2) GAF 2-Part Adhesive' 9 Spatter Method Canister -In -Box (A+B) Not Approved 3.75 Ib. /100 ft2Roofing (0.18 kg/ m, ) Hot Asphalt Mopped Not Approved 25 Ib. /100 ft2 (1.22 kg/ m2) (Notes continued next page) 104 Specification Tables &. Guidelines EVERGUARD® MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE (CONT.) 1 It is critical that the proper adhesive be used with each membrane type to prevent failure. Substitution of adhesives for different products and non -GAF branded adhesives is discouraged. Performance/adhesion failures due to adhesive substitutions will not be covered by the GAF Diamond Pledge' NDL. 2 Refer to the specific product label for the adhesive you are working with for specific application rates and instructions or contact Technical Services at 800-766-3411. 3 The coverage rate will vary depending on the porosity of the roof substrate surface. "Apply to BOTH roof substrate surface and to underside of membrane. 5 Apply to the roof substrate surface ONLY. 6 Do not apply with EverGuard® Smooth PVC membranes. ' Refer to the Low -Rise Foam Perimeter Securement Table within this Guide for further perimeter bead spacing requirements. s TPO LRF Adhesive M Low Temp cannot be used for adhering fleece -back PVC membranes. 'GAF 2-Part Roofing Adhesive (Cold Weather Formula) cannot be used for adhering single -ply fleece -back membranes. Note: The EverGuard® Membrane Adhesive Coverage Rates Guidance Table is for information purposes only, and is not a substitute for adhesion testing and verification by the building owner or its consultants to determine with certainty if the membrane is suitable for the particular needs of the building. Refer to the EverGuard® Membrane Adhesion Guidance Table for further information for membrane and adhesion compatibility. 105 Ballasted Systems-TPO TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • BALLASTED SYSTEMS Deck Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose Laid ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS 3 oz or 6 oz Polymat VersaShield' Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes TPO SPECIFICATION TABLE • RE-COVER BALLASTED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose Laid ISO Gypsum Board Wood Fiber/ Perlite' EPS/ XPS 3 az or 6 oz Polymat VersaShleld' Solo" None Smooth Fleece (FB` Smooth BUR/ MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single•Ply Mem- brane Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Granule Sur- faced BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Roof moisture scan required for use of wood fiber/perlite in re-cover roofing systems. Re-cover over coal tar pitch roofs is not allowed, Qdl-swa1sAS palSelieg Ballasted Systems -PVC PVC SPECIFICATION TABLENEW CONSTRUCTION OR TEAR•OFF • BALLASTED SYSTEMS Deck Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose laid ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS 3 of or 6 ozPolymat VersaShield'Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Ves Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Lementitious Wood Fiber Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes EPS/XPS in combination with a minimum 3 ot,/sq. yd. (102 esp. m,) Polymat separator for smooth PVC membrane. PVC SPECIFICATION TABLE • RECOVER • BALLASTED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose Laid ISO Gypsum Board Wood Fiber/ Perlite' EPS/ XPS 3 oz or 6 ozPolymat VersaShield® SoloTM None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single•PIy Membrane Ves Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Granule Surfaced BUR/MB Yes Yes Ves Yes Yes2 Yes Yes Ves Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB' Yes Yes Yes Yes Yes2 Yes3 Yes Yes Yes Yes Yes Yes Yes Roof moisture scan required for use of perlite/wood fiber in recover roofing systems, EPS/XPS in combination with a minimum 3 oz,/sq, yd, (102 g/sq. m,) Polymat separator with smooth PVC membrane, 3 Must be used with EPS/XPS insulation. Re-cover over coal tar pitch roofs is not allowed. )Ad-sWalsAS palselle9 Specification Tables & Guidelines BALLAST TYPE AND APPLICATION REQUIREMENTS BALLAST TYPE BALLAST WEIGHT/SQ. FT. MEMBRANE PROTECTION ASTM D448, No. 4, 3/4" to 1-1/2" diameter (19 - 37 mm) 10 lbs./sq. ft. (49 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer if ballast is reused ASTM D448, No. 2, 1" to 2-1/2" diameter (25 - 63 mm) 13 lbs./sq. ft. (64 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer if ballast is reused Interlocking extruded or autoclaved concrete pavers 12 lbs./sq. ft. (59 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer Heavyweight non -interlocking extruded or autoclaved concrete pavers 25 lbs./sq. ft. (122 kg./sq. m.) 6 oz./sq. yd. (203 g./sq. m.) poly cushioning layer STANDARD BALLAST SCHEDULE FOR BUILDINGS 34 FT. (10 M) OR LESS IN HEIGHT. — Urban, suburban, or rural exposure (no coastal areas). PARAPET HEIGHT CORNER PERIMETER FIELD 2"-12" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (51 - 305 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 12"-24" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (305 - 610 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 24"-36" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No, 4 10 lbs./sq. ft No. 4 (610 - 914 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 . (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: For No. 2 stone, approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 4 stone. 110 Spec' cation Tables & Guidelines STANDARD BALLAST SCHEDULE FOR BUILDINGS 35 FT. TO 69 FT. (11 M TO 21 M) IN HEIGHT. — Urban, suburban, or rural exposure (no coastal areas). PARAPET HEIGHT CORNER PERIMETER FIELD 2"-12" 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 10 lbs./sq. ft No. 4 (51 - 305 mm) (64 kg./sq. m.) (64 kg./sq. m.) (49 kg./sq. m.) 12"-24" 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 10 lbs./sq. ft No. 4 (305 - 610 mm) (64 kg./sq. m.) (64 kg./sq. m.) (49 kg./sq. m.) 24"-36" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (610 - 914 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: Approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 2 and No. 4 stone. STANDARD BALLAST SCHEDULE FOR BUILDINGS 78 FT. TO 100 FT. (21 M TO 30 M) IN HEIGHT. — Urban, suburban, or rural exposure (no coastal areas). PARAPETHEIGHT CORNER PERIMETER FIELD (51 - 305 mm) Interlocking Pavers Interlocking Pavers Interlocking Pavers 12"-24" (305 - 610 mm) Interlocking Pavers Interlocking Pavers Interlocking Pavers 24"-36" 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 (610 - 914 mm) (64 kg./sq. m.) (64 kg./sq. m.) (64 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: Approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 2 and No. 4 stone. Approved lightweight interlocking concrete pavers installed over entire roof area requires special approval by Technical Services and by paver manufacturer. 1 1 1 ME4DRANE1YP Ballasted Systems INSULATED & NON -INSULATED TPO BALLAST APPLIED SYSTEMS SPECIFICATION PLATE 1 El 4 PAR - 51.1P 51EEI C (IRE IMPF(IEP 10,11RE.'0'; EValle TPO MEIVERANE HEET OR FIRE EARRIER Of REWIRED) IMSULATiO N : hEr1 'EA.PCFEr z 114 f.,J.S.TE T BA R I 60FB = diy.t),ET APPL. MEUDIONE (THOUSAND TYP V,N11, :71101:1C't- VIIAL 4ll 45F E 4FLEECE FACK z (4141 (-LEV.E 4n( F,F.ECE (0141. ErREME &EX a: JL EVREME NIL EX' ME 1-LFP:i P4.:x [111, Et7iEME EEE PACK. GUARANTEE LENGTH LIP TO OFARS) 25 1 T BA N R T N 45 45FB lat k)P5 60E% fiC EX rk r,DrE immillimmaisamcReavioereirs 6CFB 50EX 50EXFE 1 New & Tear-aff. linimum 2 layers of insulation, Refer to the Guarantee Requirements Table for ado ticnal reciirrren: onertendeo 4e n g.:arantea5 Note: If reusing ballast: Slip sheet or fire barrier required; 3 or 6 oz.isq. yd. ;102 or 203 gisq m poiymai Ver5aSnieid 'toio " Fire -Resistant p Sheet 80EX 80EXFB E TYPE EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE BALLAST SLIP SHEET OR FIRE BARRIER (IF REQUIRED) EVERGUARD` PVC MEMBRANE MBRANE ATTACHMENT SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) ONSTRUCTION TYPE INSULATION MEMBRANE TYPE P=PVC -CONSTRUCTION TYPE N=NEW R=RECOVER T = TEAR OFF (COMPLETE) INSULATION 1=INSULATED N = NON•INSULATED P BA R N 60FB MEMBRANEATTACH MENT A = BALLAST APPLIED 50 50FB MEMBRANE (THICKNESS AND TYPE) SO= 60 = 80 = 50FB 60FB B0FB = 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 50 MIL FLEECE•BACK 60 MIL FLEECE -BACK 80 MIL FLEECE•BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB MINIMUM MEMBRANE REQUIREMENT 80 80FB 1, For a non•insulated re-cover smooth membrane only: Slip sheet or Ere barrier required; 3 or 6 oz./sq. yd. (102 or 203 gisq.m,) polymat or VersaShield® SoloTM' Fire -Resistant Slip Sheet. Lk) 2. New & Tear -off only, Refer the to Guarantee Program section for additional requirements on extended length guarantees. SWalsits parse e RANE TYPE Ballasted Systems INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE SALLAST SLIP SHEET OR FIRE BARRIER (IF REQUIRED) EVERGUARe PVC MEMBRANE ATTACHMENT SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) ONSTRUCTION TYPE INSULATION MEMBRANE TYPE P: PVC COMMOTION TYPE N = NEW R = RECOVER T = TEAR OFF (COMPLETE) INSOLATI0N I = INSULATED N NON•INSULATED P BA R N 60FB EMBR.ANEATTACH A = BALLAST APPLIED 50 50FB 50XK UARA E LENGTh UPTO 60 60FB 60XK 60XKFB MEMBRANE (THICKNESS AND TYPE) 50 = 50 MIL SMOOTH 60 = 60 MIL SMOOTH 80 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB: 60 MIL FLEECE -BACK 80FB = 80 MIL FLEECE -BACK 50XK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH 80XK = 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE -BACK 80XKFB = 80 MIL FLEECE -BACK 80 80FB BOXK BOXKFB 1. For a non -insulated recover smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz./sq. yd, (102 or 203 gisq.m.) polymat or VersaShield® Solo TM Fire -Resistant Slip Sheet. 4, TPO OR PVC SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • RHINOBONV SYSTEMS Deck Insulation/ Substrate Attachment Insulation/Substrate Membrane Type Mechanically' ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS' VersaShield' Solo None Smooth Steel Yes Yes Yes Yes Yes Yes Wood' Yes Yes Yes Yes Yes Yes Yes Yes Structural Concretes Yes Yes Yes Yes Yes Yes Yes ' Insulation is mechanically attached using the Drill•Tec'" RhinoBond® Attachment System, Cover board required for EPS/XPS, The use of this board in the assembly is acceptable, but not as the top layer unless RhinoBond® cardboard disc is used. Minimum 22•gauge steel deck required. Minimum 3/4" (19 mm) plywood or 2" (51 mm) wood plank required, Extreme care must be taken to remove all concrete debris and dust prior to roof system installation. swaisAs ®puOBouil a .4 RhinoBond° Systems TPO OR PVC SPECIFICATION TABLE • RECOVER • RHINOBOND' SYSTEMS Insulation/Substrate Attachment Insulation/Substrate Membrane Type Existing Roofing System Type Mechanically ISO Gypsum Board Wood Fiber/ Perlite: EPS/XPS' Fanfold o VersaShleld' Solo" None Smooth Smooth BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Single -Ply Membrane Yes Yes Yes Yes Yes Yes Yes Yes Granule• Surfaced BUR/MB Yes Yes Yes Yes yes Yes Yes Gravel- Surfaced BUR/MB' Yes Yes Yes Ves Yes Yes Yes Standing Seam Metal (22 ga.) Yes Yes Yes Yes Yes Yes ' Insulation is mechanically attached using the Drill•Tec'"' RhinoBondm ° Cover board required for Fanfold. The use of this board in the assembly is Attachment System. acceptable, but not as the top layer. ' Roof moisture scan required for use of perlite/wood fiber in re-cover systems. S All loose gravel must be removed. 3 Cover board required for EPS/ XPS, The use of this board in the assembly is acceptable, but not as the top layer unless RhinoBone cardboard disc is used, DRIIL.TEC'M RHINOBONO ATTACHMENT SYSTEM ATTACHMENT TABLE Deck Type' Min, Pull-out Values' Fastener Type Plate Type' Min, Penetration Fastening Pattern"(Field, Perimeter, Corner) GAF Guarantee 60 psf Uplift 90 psf Uplift 105 psf Uplift 120 psf Uplift 3/4" (19mm) Plywood 525 Ibf (238 kgf) Drill-Tec" HD #14 3" (76 mm) Drill -Tee RhinoBond Plate 1" (25 mm) Thru Deck 8,12,16 N/A N/A 2" (Simm) Wood Plank 800 Ibf (363 kgf) Drill -Tee HD #14 3" (76 mm) DrillTec" RhinoBond Plate 1" (25 mm) Into Deck 8,12,16 N/A N/A 22•ga, Steel Deck (33 ksi) 450 Ibf (204 kgf) Drill -Tee XHD #15 3" (76 mm) Drill -Tee RhinoBond' Plate 3/4" (19 mm) Thru Deck 6, 9,12 6,10,15 N/A 600 Ibf (272 kgf) Drill -Tee SXHD #21 1" (25 mm) Thru Deck 6, 9,12 6,10,15 22•ga, Steel Deck (80 ksi) 450 Ibf (204 kgf) Drill-Tec"XHD #15 3" (76 mm) Drill -Tee RhinoBond' Plate 3/4 (19 1Deck) Thru 6 9 12 N/A 8,15, 20 750 Ibf (340 kgf) Drill•Tec"SXHD #21 1" (25 mm) Thru Deck 6, 9,12 8,15, 20 Structural Concrete [Min. 2,500 psi (98,066 kilogram -force/ cm' )1 700 Ibf (317 kgf) Drill -Tee HD #14 3 (76 mm) Drill -Tee RhinoBond Plate 1" (25 mm) Into Deck [3/16" (4.7 mm) Pre drilled hole required] 6, 9,12 6,10,15 8,15, 20 6, 9,12 900 Ibf (408 kgf) DrIII•Tec"CD•10 3 (76 mm) DrillTec" RhinoBond Plate 1" (25 mm) Into Deck [7/32" (5.5 mm) Pre- drilled hole required] q 1 6, 9,12 6,10,15 _ 8,15, 20 6, 9,12 ' The Drill-Tec' RhinoBond® Attachment System is not acceptable for gypsum, lightweight insulating concrete, cementitious wood fiber, or OSB substrates, but it is acceptable over structural concrete decks, However, other methods of attachment may be more appropriate, depending on the project type. Contact your local GAF Field Services Area Manager for possible alternatives. Pull tests should always be conducted to determine proper fastener selection. 'The Drill Tec'° RhinoBond® Plate is used to attach rigid insulation to roof decks. The special TPO coating on the plates allows for EverGuard® TPO membrane to be welded to each plate using the RhinoBond® magnetic induction welding tool. Drill- Tec'" RhinoBond® Plates are different in type and color; TPO plates are a yellow/ green, while the PVC plates are black in color, The appropriate plate must be used with the appropriate membrane type, ° Consult FM -Approvals, ROOFNAV listings, and FM LPDS 1-28 and 1-29 for detailed installation requirements and recommendations for FM -approved installations. swapA's ®pUOaOUILfl' RhinoBond® Systems DRILL•TEr RHINOBOND0 ATTACHMENT SYSTEM • METAL ROOF RETROFIT Max, Purlin & Fastener Row Spacing Uplift' Purlin Type' Drill•Tec" Purlin Fastener & Drill•Tec" RhinoBond'TPO XHD Plate Spacing (o.c.)3 Field Perimeter Corner 5 ft(152 m) 60 psf Min. 16 ga. (50 ksi) 18" (452 mm) 10.5" (267 mm) 7" (178 mm) 75 psf Min, 16 ga. (50 ksi) 12" (305 mm) 7" (178 mm) 4.5" (114 mm) Min, 14 ga, (50 ksi) Min, 12 ga. (36 ksi) 18"(452 mm) 10.5"(267 mm) 711(178 mm) 90 p Min, 14 ga. (50 ksl) Min, 12 ga. (36 ksi) 12" (305 mm) 7" (178 mm) 4,5" (114 mm) • 6 ft. (1.83 m) 135 psf Min, 16 ga. (50 ksi) 6" (152 mm) Additional purlins may be required 195 psf Min. 14 ga. (50 ksi) Min, 12 ga. (36 ksi) 6" (152 mm) ' Consult FM Approvals, ROOFNAV listings, and FM LPDS 1-28 and 1-29 for detailed installation requirements. Membrane must be attached to the Drill-TecTm RhinoBond® Plates that are installed directly into structural purlins with appropriate Drill-TecTM Purlin Fastener. The special TPO coating on the plates allows for EverGuard® TPO membrane to be welded to each plate using the RhinoBond® magnetic induction welding tool. Drill-TecTm RhinoBond® Plates are different in type and color: TPO plates are a yellow/green, while the PVC plates are black in color, The appropriate plate must be used with the appropriate membrane type. 'Fastener pull-out testing must be conducted by the roof fastener manufacturer. Minimum 1" (25 mm) Drill•TecTm Purlin Fastener embedment is required. DRILL•TECTM RHINOBOND® ATTACHMENT SYSTEM • WOOD PURLINS Fastener Spacing Along Wood Joist Wood Joist Spacing' Plate 2 Contributory Area Per Fastener Fastener Fastener Embedment 3 Uplift Membranes Qualified 12 in, (305 mm) 96 in. (2,44 m) Drill -Tee RhinoBond TPO XHD 8 ft2 (.743 m2) Drill Tec " #14 1,0 in. (25 mm) into 2 x 8 in. (51 x 203 mm) support [1.5 in. (38 mm) through plywood decking joint and into lumber] 60 psf EverGuard'TPO, EverGuard Extreme'TPO 24 in. (610 mm) 48 in. (1.22 m) Drill -Tee RhinoBond'TPO XHD 8 ft2 (,743 m2)EverGuard " Drill Tec[1,5 #14 1,0 in. (25 mm) into 2 x 8 in, (51 x 203 mm) support in. (38 mm) through plywood deckingjoint and into lumber] 75 psf EverGuard'TPO, ExtremeTPO 36 in, (914 mm) 24 in. (610 mm) Drill•Tec" RhinoBond TPO XHD 6 ft2 (.557 m2) Drill•Tec " #14 0.75 in. (19 mm) into 2 x 8 in. (51 x 203 mm) support [1.25 in. (32 mm) through plywood decking joint and into lumber) 105 psf , EverGuard TPO, EverGuard Extreme' TPO 24 in. (610 mm) 24 in. (610 mm) Drill-Tec" RhinoBond TPO XHD 4 ft2 ('312 m1) " Drill -Tee #14 0.75 in. (19 mm) into 2 x 8 in. (51 x 203 mm) support [1,25 in. (32 mm) through plywood deckingjoint and into lumber] 150 psf EverGuard'TPO, EverGuard Extreme'TPO 18 in. (452 mm) 24 in. (610 mm) Drill -Tee RhinoBond' PVC XHD 3 ft2 (.279 m2) Drill -Tee #14 0.75 in. (19 mm) into 2 x 8 in. (51 x 203 mm) support [1.25 in. (32 mm) through plywood decking joint and into lumber] 165 psfEverG EverGuard' PVC Smooth, EverGuard' PVC XK, ard'TPO, EverGuard Extreme TPO ' Drill -Teem RhinoBond® test results with fasteners driven into 2 x 8 in. (51 x 203 mm) wood joists over 15/32" (11.9 mm) plywood. Membrane must be attached to the Drill•TecTM RhinoBond® Plates that are installed directly into structural wood joists with Drill•TecTm #14 Fasteners. The special TPO coating on the plates allows for EverGuard® TPO membrane to be welded to each plate using the RhinoBond® magnetic induction welding tool. Drill-TecTm RhinoBond® Plates are different in type and color: TPO plates are a yellow/green, while the PVC plates are black in color. The appropriate plate must be used with the appropriate membrane type. 'Fastener pull-out testing must be conducted by the roof fastener manufacturer. swaisAS ®puogouNH 0 RhinoBond® Systems INSULATED & NON.INSULATED TPO DRILLTEC RIIINOBOND 'ATTACHMENT SYSTEM SPECIFICATION PLATE EVE'rkiUAlil)' MEN6RANE — DHILL 1.40110' FASTENERS kii(iY61,ANO '" ir01.11 A 110PV SUBSTRATE CONSTRUCTION . • pf.c6-, SIILATON N * f,41vt,4',;:F'rECi MEMBRANE (ThICNNESS AND TYPE) :IMiihtiOTH 51KoCTI, v2. Mr. 9AXTIt f,X-RELIE C:Ex M. ECREmE 77,EX: Al EX7RE 8:EA8 tolL EYRE ME H UPTO $ 25 3 80 60EX 80EX 70EX 1, New & Teanefl only, Minimum 2 layers of insulation, Refer to the Guarantee Requirements Tatie !or additonel re,q,liremelts extenoeo-leigt,, paranlees. EXC.,UDE COLORED MEMBRANES Ati E S-krE INSULATED & NON -INSULATED PVC DRILL.TEC RHINOBOND 4ATTACHVENT SYS'EM SPECIFICATION PLATE AEMEPANE TYPE flRAN ATTACHME EVERuARD PvL AIEMBRANE WI )E{) rAOCNER$ ENEROYCRIARD., ANA, SUBSIRAIE INSULATION memeame Tre CON rt - hlr'70 Vr REC.:1AR r 1€Air, OF P RB GUARANTEE LENGTH UP TO NBUI,ATION N4,JLATE',.; = NON- NS,..P'ED, N 60 MEMBRANEI NESS AND TYPE) hr. La SNIOCrri 2 PN N T 5C 60 80 MINIMUM M !ROUIMN 1. For non -insulated re-cover smooth membrane only'. Sip sheet or fire harmer req,nred; 3 or 6 oz./sq. yd. (' 02 or 2C3 ig.rr ) paymal or VersaShiele S0IOIM Fire-Resistanl Slip Sheet, 2. New & Tear -off only. Refer to Guarantee Program secllon for additional recuremerts on ex:ertoec ergth ga,artees, swapts epuogoum RhinoBond® Systems INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC DRILL-TEC RHINOBOND ®ATTACHMENT SYSTEM SPECIFICATION PLATE MEMBRANE TYPE MEMBRANE ATTACHME EVERGUARD'PVC MEMBRANE PLATE WELDED DRILL-TECTM RHINOBOND° FASTENERS ENERGYGUARD'" INSULATION/ SUBSTRATE CONSTRUCTION TYPE INSULATION MEMBRANE TYPE P=PVC CONSTRUCTIONTYPE N=NEW R : RECOVER T = TEAR OFF (COMPLETE) INSULATION I:INSULATED N = NON -INSULATED P RB R N 60 MEMBRANE ATTACHMENT RB= RHINOBON 50 50XK MEMBRANE (THICKNESS ANDTYPE) 50 = 50 MIL SMOOTH 60 = 60 MIL SMOOTH B0 : B0 MIL SMOOTH 50XK= 50 MIL SMOOTH 60XK: 60 MIL SMOOTH 60XK = B0 MIL SMOOTH GUARANTEE LENGTH UP TO (YEARS) MINI UM MEMB 60 60XK E REOUIREME 20 80 80XK 1, For a non -insulated re-cover smooth membrane only: S ip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 g,sq,m,) poiymat or VersaShield® Solo TM Fire -Resistant Slip Sheet. TPO ATTACHMENT TABLE • NEW CONSTRUCTION OR TEAR•OFF • EVERGUARD® FREEDOMTMSYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate , Meth, Fast, Adhesive' Hot Asphalt ISO Gypsum Board = Wood Fiber' EPS/ XPS4 None Steel Yes Yes Yes Yes Yes Wood Yes Yes Yes6 Yes Yes Yes Yes Ves Structural Concrete & Gypsum Yes Yes Yes Ves Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes2 Yes Yes Yes Yes Yes ' Includes Olybond500' Canister, LRF-M, and GAF 2-Part Roofing Adhesive, For faced boards, glass mat facer required for self -adhered membranes, 3 For base insulation only, Do not adhere Freedom directly to wood fiber, Overlay board required with EPS/XPS, unless StormSafe' Anchor Sheet is used, 6 Requires the installation of mechanically attached StormSafe Anchor Sheet over the deck. 6 Insulation can be installed in hot asphalt only when mopping to mechanically attached base sheet. swaisA „pop cl.1 mprnngian3 EverGuard® FreedomTM Systems TPO ATTACHMENT TABLE • RECOVER • EVERGUARD® FREEDOM'"' SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Mech Fast. Adhesive' Hot Asphalt ISO Gypsum Board' Wood Fiber' EPS/XPS° Smooth BUR/MB Yes Yes Yes Yes Yes Yes' Yes Single•Ply Membrane Ves Yes Yes Yes' Yes Granule. Surfaced BUR f MB Yes Yes Yes Yes Yes Yes' Yes Gravel- Surfaced BUR/MB Yes Yes Yes Yes Yes Yes' Yes Standing Seam Metals Yes Yes Yes Yes' ' Includes OlyBond500®, LRF-M, and GAF 2-Part Roofing Adhesive. For faced boards, glass mat facer required for self -adhered membranes. ' Roof moisture scan required for use of wood fiber in re-cover roof systems. ° Overlay board required with EPS/XPS, unless StormSafe® Anchor Sheet is used, XPS is the only material allowed as flute fill with overlay board required, 6 For base insulation only. Do not adhere Freedom directly to wood fiber, Specification Tables & Guidelines INSULATION ATTACHMENT TABLE - FREEDOM' SYSTEMS NUMBER OF FASTENERS Insulation Type Board Size Thickness Standard Attachment Fasteners/Board FM Attachment Fasteners/Board Field Perimeter Corner Field Perimeter Corner Polyiso 4'x4' (12mx1.2m) 1"-1.4" (25mmx36mm) 8 12 16 4'x4' (12mx12m) 1.5" -1.9" (38 mm x 48 mm) 6 8 12 8 12 16 4'x4' (1.2mx1.2m) 2" (51 mm) minimum 4 6 8 4 6 8 4'x8' (1.2mx2.4m) .5"-1.4" (13 mm x 36 mm) 16 24 32 4'x8' (12mx2.4m) 1.5" - 1.9" (38 mm x 48 mm) 11 18 22 16 24 32 4'x8' (12mx2.4m) 2" (51 mm) minimum 8 12 16 8 12 16 EPS/XPS1 4'x4' (1.2mx12m) 1" - 1.4" (25 mm x 36 mm) 8 12 16 4'x4' (12mxl2m) 1.5"-1.9 (38 mm x48 mm) 6 8 12 4'x4' (1.2mxL2m) 2" (51 mm) minimum 4 6 8 4'x8' (12mx2.4m) 1" -1.4 (25 mm x 36 mm) 16 24 32 4'x8' (1.2mx2.4m) 1.5" - 1.9" (38 mm x 48 mm) 11 18 22 4'x8' (12mx2.4m) 2" (51 mm) minimum 8 12 16 Requires a coverboard (continued next page) 125 Specification Tabies & Guidelines INSULATION ATTACHMENT TABLE FOR FREEDOM"' SYSTEMS (CONT.) NUMBER OF FASTENERS Insulation Type Board Size Thickness Standard Attachment Fasteners/Board FM Attachment Fasteners/Board Field Perimeter Corner Field Perimeter Corner Gypsum Boards 4'x8' (1.2 m x 2.4 m) 1/4" - 5/8" (6 mm x 16 mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 1/2" (13 mm) minimum 16 24 32 21 33 42 Wood Fiber 4'x4' (1.2 m x 1.2 m) 1/2" (13 mm) minimum 6 8 12 4'x4' (1.2 m x 1.2 m) 1" (25 mm) minimum 4 6 8 4'x8' (1.2 m x 2.4 m) 1/2" (13 mm) minimum 16 24 32 TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 gauge)2 DRILL-TEC"HD (#14) or Standard (#12) DRILL-TEC"3" (76 mm) Galvalume 3/4" (19 mm) through the deck Wood — plank and sheathing DRILL-TEC" HD (#14) or Standard (#12) DRILL-TEC" 3" (76 mm) Galvalume 1" (25 mm) thread into/ through the deck Structural Concrete DRILL-TEC" HD (#14) or DRILL-TEC Spike DRILL-TEC" 3" (76 mm) Galvalume 1" (25 mm) thread/shank into the deck Insulating Concrete DRILL TEC" HD (#14) DRILL-TEC" 3" (76 mm) Galvalume 3/4" (19 mm) thread through steel form Gypsum Concrete DRILL TEC" Polymer Screw DRILL-TEC"3" (76 mm) GypTec"Plate 1 1/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL TEC" Polymer Screw DRILL-TEC" 3" (76 mm) GypTec"Plate 1 1/2" (38 mm) thread into the deck 'Includes approved DensDecke and SECUROCK® Roof Board products. 224-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. Note: Attachment requirements to meet determined uplift resistance are dependent on deck type, specific fastener, etc. 126 INSULATED & NON -INSULATED EVERGUARD®FREEDOeTPO SELF ADHERED SYSTEMS SPECIFICATION PLATE EVERGUARD'FREEDOM TPO MEMBRANE HEAT -WELDED LAP STORMSAFE1ANCHOR SHEET (IF REQUIRED)* SUBSTRATE MEMBRANE TYPE T TPO CONSTRUCTION TYPE N r NEW R RE•COVER T = TEAR -OFF (COMPLETE) T SA R MEMBRANEATTACHMENT A r SELF ADHERED NSULATION I INSULATED N NOWNSULATED 45HW MEMBRANE (THICKNESS AND TYPE) 45 HW; 45 MIL (HEAT -WELDED LAPS) 60 HW 60 MIL (HEAT -WELDED LAPS) BO HW 80 MIL (HEAT -WELDED LAPS) GUARANTEE LENGTH UP TO)YEAR 45 MINIMUM MEMBRANE REQUIREMENTS * Refer to the EverGuard° Freedom Self•Adhered Systems Manual for detailed anchor sheet requirements, swaisits ouwopaaid (gpienNan3 60 80 EverGuard® FreedamTM Systems INSULATED & NON -INSULATED EVERGUARD°FREEDOM 'PO SELF ADHERED SYSTEMS SPECIFICATION PLATE EMBRANE ATTACHMENT EVERGUARD'FREEDOM" TPO MEMBRANE CONSTRUCTION TYPE RAPIDSEAM" TECHNOLOGY SELF•ADHERED LAPS STORMSAFE2ANCHOR SHEET (IF REQUIRED)' SUBSTRATE MEMBRANE TYPE TTPO CONSTRUCTION TYPE N=NEW R = RECOVER T = TEAR•OFF (COMPLETE) INSULATION I=INSULATED N = NON.INSULATED T SA R I 45SA MEM9RANEATTACH MENT SA SELF ADHERED MEMBRANE (THICKNESS ANDTYPE) 45 SA = 45 MIL (SELF -ADHERED LAPS) 60 SA = 60 MIL (SELF•ADHERED LAPS) GUARANTEE LENGTH UPTO(YEARS) 45 60 MINIMUM MEMBRANE * Refer to the EverGuard® Freedom TM Self -Adhered Systems Manual for detailed anchor sheet requirements. Section 4: Installation 129 vi rt CD it C� 3 .. Installation INSTALLATION TIPS c 0 0. Before You Start Roofing... • Evaluate the site conditions for any unusual or specialized conditions. Before beginning any roofing, inspect site conditions that might affect productivity or present problem. • Inspect the building structure. If there are any concerns or issues, a licensed engineer should be retained to make sure the building structure is capable of carrying the weight of a new roofing system. • Verify adequate slope -to -drain conditions. Make sure there is positive drainage. Add new drains where necessary to eliminate ponding, which can lead to membrane damage and possible roof collapse. • Correct all defects in the deck. Replace damaged decking or substrate that can lessen the overall roof performance. Note: The roofing contractor is responsible for the acceptance of the roof deck/substrate surface. In order to install a roofing system that will perform properly, the deck or substrate must be: • Clean • Dry • Smooth • Sound SURFACE PREPARATION Roof area preparation is important. Prepare for new roof installations properly. New roofs will have fewer problems and perform longer if the proper preparation is done. Use The Following Guidelines: • Remove all existing roofing materials unless they are to remain and are in good condition. • Remove wet or damaged materials to ensure a good roof installation and avoid interior damage. • Clean substrate surfaces of all contaminants. • If leaving the existing roof in place, remove blisters and ridges to provide a smooth surface. • Cut existing membrane away from penetrations and perimeters. This will allow new membrane to expand and contract independently of existing membrane. • Inspect substrate condition and perform fastener pull-out tests and moisture surveys if needed (or required) to determine substrate condition. • Confirm equipment support heights as they must be a minimum of 8" (203 mm) to allow proper flashing heights. • Raise flashing height as necessary. • Flashings that are lower than 8" (203 mm) have increased potential for moisture intrusion in the roof system from rain and/or snow. 1 30 Installation ADHESION TESTING GUIDELINES AND PROCEDURES Purpose *Testing is required to ensure foam adhesive will bond to a given substrate. • GAF requires roofing contractors (or a qualified third party) to conduct an adhesion test prior to registering a GAF Diamond PledgeTM Guarantee. Guidelines • Do not use adhesive to install roofing materials on any roof deck or other substrate that shows signs of deterioration or loss of integrity. • GAF recommends that contractors keep test results on file to be submitted to GAF upon request. Submission of results to GAF is not required in the ordinary course; however, GAF may request them on a job -to -job basis. Failure to perform the required testing or to be able to produce the test results may delay or prevent the issuance of a GAF Diamond PledgeTM Guarantee. • GAF may at its sole discretion require additional testing prior to the job start or prior to issuance of a GAF Diamond PledgeTM Guarantee in accordance with ANSI/SPRI IA-1 2010 Standard Field Test Procedure for Determining the Mechanical Uplift Resistance of Insulation Adhesives over Various Substrates - V2. Procedures: Acceptable Adhesion Test Methods are outlined below: 1. GAF Preferred Test Method: "Shovel Test" Materials: • Adhesive - Low Rise Foam (LRF) • GAF 2-Part Roofing Adhesive • LRF Adhesive M • LRF Adhesive 0 •TPO LRF Adhesive M Low Temp • OlyBond500® Canister • Or other GAF approved adhesive(s) • Square edge shovel or similar • Minimum 12" x 12" (305 mm x 305 mm) piece(s) of minimum 11/2" (38 mm) EnergyGuardTM polyiso roof insulation or minimum 15/32" (25 mm) plywood Frequency: • Minimum of 4 tests for the first 50,000 square feet [500 sqs.] (4,650 square meters) of roof surface area. • 2 additional tests for each additional 50,000 square feet [500 sqs.] (4,650 square meters) of roof surface. *Tests should not be performed in close proximity to each other. 1 31 :unsai uoisayp Installation esion Testin Directions: • Install low-rise foam adhesive on roof deck or roof substrate in accordance with GAF or other GAF -approved manufacturer's requirements. • Place a minimum 12" x 12" (305 mm x 305 mm) piece of polyiso roof insulation or plywood in the foam adhesive (ribbons or spatter pattern) over the roof deck or roof substrate that is being tested. One or more ribbons are required. • Allow adhesive to cure for a minimum of 1 hour. • Pull up on the adhered board by placing a shovel under the corner or end of the board. The direction of the adhesive ribbon(s) should not affect adhesion results. Make sure that the shovel* is placed squarely under the board. (Fig. 4-1) *If the existing substrate is insulation, GAF requires that a piece of plywood be placed under the bottom of the shovel in order to not crush the underlying insulation. Failure to do so can lead to inaccurate test results. • Gently push down on shovel until the bond between the board and substrate is broken. (Fig. 4-2) • Examine the board and substrate to determine the location of the bond failure. (Fig. 4-3 & 4-4) • Failure should be within the adhesive or board. • If the foam adhesive has separated from the substrate, this is unacceptable and foam adhesive should not be used to bond the new roof to this substrate. • When testing adhesion to a deck, if the failure occurs in the deck, the deck is not suitable for use with foam adhesive to bond the roof to the deck. • Record mode of failure and place in project file with: • Photographs • Date, time & air temperature 132 Fig. 4-1: Shovel Placement Fig. 4-2: Push Down On Shovel Fig. 4-3: Broken Bond Fig. 4-4: Bond Failure Installation - 2. ANSI/SPRI IA-1 2010 Standard Field Test Procedure for Determining the Mechanical Uplift Resistance of Insulation Adhesives over Various Substrates - V2, modified using a 12" x 12" (305 mm x 305 mm) test size 3. ANSI/SPRI IA-1 2010 Standard Field Test Procedure for Determining the Mechanical Uplift Resistance of Insulation Adhesives over Various Substrates - V2 (no modifications) 133 uasai uolsayp Installation THERMOPLASTIC MEMBRANE SEAM CLEANING GUIDELINES bO E co - cu Proper preparation of the area to be heat -welded is critical to forming a good, long-lasting seam. Heat -welding uses the thermoplastic nature of the material to melt two pieces of material together, fusing it into a single piece. In order to properly fuse two pieces of material together, the pieces must be clean and dry. If not clean and dry, contaminants will interfere with the weld and result in a poor or false weld. General • Satisfactory heat -welding requires that the membrane be clean of dirt and contaminates, and free from dew, rain, and other sources of moisture. • Factory -fresh new membrane should be clean when unwrapped and unrolled on the job site. Typically, the new membrane will not require cleaning prior to welding, provided that welding is performed immediately after placement of the membrane. Therefore, any material rolled out and put into place should be welded the same day, including welding of any detail work. • Membrane will require cleaning if it has been exposed for a longer period of time (e.g., for more than 12 hours or overnight) or has become dirty due to foot traffic or other contamination. Cleaning methods will depend on the type of contamination present. Cleaning recommendations depend on the type of contamination. The following are types of contamination that may be encountered with membrane: Light Contamination: Membrane that has been exposed for a few days or less to air -borne debris, foot traffic, or dew or light precipitation can usually be cleaned with a cloth moistened with EverGuard® TPO Seam Cleaner or EverGuard® CleanWeIdTM Conditioner (low VOC) for TPO membranes. For PVC membranes, MEK (methyl ethyl ketone) or acetone can be used. Be sure to wait for solvent to flash -off prior to welding. • Dirt -Encrusted Contamination: Membrane that is dirt -encrusted will require the use of a low -residue cleaner such as Formula 409® and a mildly abrasive scrubbing pad to remove the dirt. Rinse area thoroughly with clean water and allow to dry. This must be followed by cleaning with a cloth moistened with EverGuard® TPO Seam Cleaner or EverGuard® CIeanWeIdTM Conditioner (low VOC) for TPO membranes. For PVC membranes, MEK (methyl ethyl ketone) or acetone can be used. Be sure to wait for solvent to flash -off prior to welding. • Weather or Oxidized Contamination: Membrane that is weathered/ oxidized will require the use of a low -residue cleaner such as Formula 409® and a mildly abrasive scrubbing pad to remove the dirt. This must be followed by cleaning with a cloth moistened with EverGuard® TPO Seam Cleaner or EverGuard® CIeanWeIdTM Conditioner (low VOC) for TPO membranes. For PVC membranes, MEK (methyl ethyl ketone) or acetone can be used. Be sure to wait for solvent to flash -off prior to welding. 134 Installation • Chemical Based Contamination: Membrane that is contaminated with bonding adhesive, asphalt, flashing cement, grease and oil, and most other contaminants usually cannot be cleaned sufficiently to allow an adequate heat -weld to the membrane surface. Removal and replacement of the membrane is indicated in these situations. Summary of Cleaning Recommendations Type of Contamination Membrane Cleaner Method General Cleaning/Tips Light • TPO: EverGuard° TPO Seam Cleaner or EverGuard° CleanWeldTm Conditioner (low VOC) • PVC: MEK or acetone • Clean with cloth moistened with membrane cleaner. • Allow solvents to flash off. • Rinse area thoroughly with dean water. • Use white terry cloth; avoid use of industrial cleaning cloths. Dirt -Encrusted • TPO: EverGuard® TPO Seam Cleaner or EverGuard® CleanWeldr" Conditioner (low VOC) • PVC: MEK or acetone • Scrub with low -residue cleaner (4096) using a mildly abrasive pad. • Clean with cloth moistened with membrane cleaner. • Allow solvents to flash off. • Colored cloths can transfer the dye in the cloth to the area to be welded and should not be used. • Do not over -use cloths; dispose of cloths when dirty. Weather or Oxidized • TPO: EverGuard TPO Seam Cleaner or EverGuard6 CleanWeld' Conditioner (low VOC) • PVC: MEK or acetone • Scrub with low -residue cleaner (409®) using a mildly abrasive pad. • Clean with cloth moistened with membrane cleaner. • Allow solvents to flash off. • Use scrub brushes sparingly as they can damage the membrane. • Drying time for cleaner increases 3-5 minutes for every 10°F (-12.2°C) drop in temperature. Chemical Based • Not Recommended; consult GAF • Remove and replace membrane Note: Ambient conditions are a key variable in the time it takes for the cleaner to dry prior to welding. 1 35 . 3 013 Installation HEAT -WELDING THERMOPLASTIC MEMBRANE GUIDELINES Successful hot air welding requires the use of specialized, properly maintained and adjusted equipment operated by experienced personnel familiar with hot air welding techniques. Achieving consistent welds is a function of ensuring that the roofing membrane surface is clean and prepared for heat -welding, conducting test welds to determine proper equipment settings, and evaluating weld quality after welding has been completed. Equipment Welding equipment consists of three main components: power supply, hot air welder (either automatic or hand-held), and extension cords. The newest automatic welding equipment provides improved control of speed, temperature, pressure, and membrane. The use of the latest model of automatic welder is highly recommended. Older models may not achieve consistent welds. Follow the equipment manufacturer's recommendations regarding correct equipment operation and adjustment. • Current generation automatic hot-air welder (recommended) • Minimum Power Supply: 220 volts, 30 amps, 10,000 watt continuous • Current generation hand-held hot-air welder (recommended) « Minimum Power Supply: 110 volts, 15 amps, 2500 watt continuous • Commercial Grade 10,000-watt voltage -controlled generator (minimum) • THD (Total Harmonic Distortion) rating should be six (6) or less for quality welds • 240v & 120v Outlets • GFCI Line Cords *Volt Meters • Extension Cords * Automatic Welders - #10 wire with a standard plug configuration. Maximum 100' (30.5 m) in length. • Hand -Held Welders - #12 wire with a standard plug configuration. Maximum 100' (30.5 m) in length. • For longer lengths, consult an electrician for line voltage drop. Heavier -gauge extension cords are likely to be required. *Silicone Hand Roller (used in conjunction with hand-held welders) • Ensure that the roller is in good condition. Rollers with rounded edges should be replaced. A stable power supply of adequate wattage and consistent voltage is critical to obtaining consistent hot air welds and to prevent damage to the welder. The use of a contractor -supplied portable generator is recommended, although house -supplied power may be acceptable as well for hand -welding. Do not connect to a power source that is: • Used for other equipment that cycles on and off. • Is subject to momentary disruptions or power surges. 136 Installation • Incapable of providing sufficient power. •THD greater than six (6) may lead to fluctuations which may impact welding Note: Outdated welding equipment and inadequate or fluctuating electrical power are the most common causes of poor seam welds, Equipment Maintenance • Owner maintenance of welding equipment includes keeping the equipment safe from physical abuse and damage from the elements, keeping the welding nozzles clean from membrane residue, keeping the air filters free from clogging, and replacing heating elements when needed. • Follow the equipment manufacturer's recommendations regarding other aspects of equipment maintenance and repair (i.e., motor brushes, switches, belts, etc.). • Store welding equipment in weather tight tool boxes. Tool boxes for automatic welders in particular should be fitted with cushioning foam material to protect the welder during transit and hoisting operations. • Clean welding nozzles on a daily basis with a wire brush. Nozzles have a tendency to retain membrane residue on their surfaces. This buildup of residue can interfere with welding practices if not removed. • Clean air filters on a weekly basis. Clogged air filters restrict air flow. This prevents the welding tool from operating efficiently, and can cause the fan motor to overheat. • Heating elements are readily field -replaceable. Heating elements are vulnerable to both physical and thermal shock, particularly if the welder is shut off without first being allowed to cool down. Equipment Settings Setting up a hot air robotic welder properly is key to having a properly installed roof and performing test welds is one of the most important steps. Making appropriate adjustments before you begin the final welding process assures that the correct combinations are achieved. •The correct speed and temperature settings for automatic welders are determined by preparing test welds at various settings. The welds are tested by application of pressure causing the seam to peel apart. A satisfactory weld will fail by exposing the scrim reinforcement called a "film tearing bond." A deficient weld fails by separating between the two layers of the membrane. • Adjustments to Equipment Settings —many factors will affect the settings: thicker membranes, lower air temperatures, and overcast skies will generally require a slower speed than would be required with thinner membranes, higher air temperatures, and sunny skies. The slower speed provides additional heat energy to compensate for heat -draining conditions. For initial automatic air welder setting, use the formula below: • Speed Formula: (ambient temp/10)+2 = FPM (Feet Per Minute) • Example: (80/10)+2=10FPM for an 80°F (26°C) day. 137 11). O. Cu rt. 3 ar Instal ation Note: This formula serves as an initial starting point. Adjustments may need to be made accordingly. • Test welds should be performed at the beginning of every work period. •Just before welding in the morning • Upon returning from lunch in the afternoon • When there's been a significant change in weather (e.g., air temperature, wind speed, cloud cover, etc.) Cautions and Warnings • Do not touch the welding nozzle and heat shield, and avoid keeping unprotected skin in the flow of hot air. The welding nozzle, heat shield, and hot air being expelled from hot air welders is very hot and can result in severe burns. • A robotic welder at a speed greater than 16 ft. (9.6 m)/min. may be too fast for safe operation and may result in defective seam welds. • Setting the speed of the welder too fast can also pose potential problems with the ability of the operator to maintain control of the welder. This is particularly true in reroofing or over uneven substrates. • Robotic welders running too fast may not allow the operator to monitor the weld width and ensure that critical T-joint areas have been correctly creased. • The operator must keep in mind the relationship between ambient temperature, automatic air welder speed, heat setting and how much weight is on the machine in order to achieve a film tearing bond (weld). Automatic Hot Air Welding of Seams Successful automatic welding is primarily a function of proper machine adjustment and ensuring a consistent power supply. • Membrane MUST be cleaned and free from all dirt and debris prior to hot air welding of seams. • Verify correct power supply voltage with a voltmeter. • Determine proper welder speed and temperature settings by performing the test weld procedure. • Mark all locations where automatic welding starts and stops to identify locations of possible weld discontinuities. These areas should be carefully probed and repaired as required. • The weld must provide a maximum film -tearing bond of 1.5" (38 mm) and a minimum 1" (25 mm) film -tearing bond. • Membrane laps must be heat -welded together. All welds must be continuous, without voids or partial welds. • Attend to all T-joints by carefully pressing each joint down by silicone roller edge or other hard -edged tool immediately after the T-joint has emerged from the automatic welder. • 60, 70 & 80 mil TPO membrane T-joints require the installation of a heat -welded membrane cover patch. • 80 mil PVC membrane T-joints require the installation of a heat - welded membrane cover patch. 138 Installation • Welds must be free of burns or scorch marks. However, seaming of PVC membrane should exhibit bleed -out when properly welded. • All reinforced TPO and PVC field seams should be made using an automatic hot air welder. • AII cut edges of TPO reinforced membranes must be sealed with EverGuard® TPO Cut Edge Sealant. PVC reinforced membranes do not require EverGuard® TPO Cut Edge Sealant. Hand -Held Welding of Seams Successful hand -welding is a skill that involves individual technique, normally developed and refined over time. Operator should be proficient in different nozzle configurations. Correct selection of welder temperature and nozzle width can have an effect on the quality of the hand -weld. Hand-held welding should only be done when automatic hot air welding cannot be used. • Membrane MUST be cleaned and free from all dirt and debris prior to hand -welding. • During basic hand -welding, the hot air welder is held in one hand, and a hard silicone roller is typically held in the other hand. When hand -welding with a roller, finger pressure is often used to place and tack the upper piece of membrane in position. However, a silicone roller must always be used for final welding. Tack welding is not permitted in the field welding of seams. • The membrane must be heat -welded together using the "two -pass method." Weld from the interior on the first pass and finish the weld with the second pass. • The welding nozzle is introduced between the two layers of membrane, and the silicone roller is rolled back and forth perpendicular to the nozzle mouth to press the membrane together and accomplish the weld. The roller should remain flat to ensure proper compression. • All welds must be continuous, without voids or partial welds. • There should be no bleed out on TPO. TPO welds must be free of burns or scorch marks. However, seaming of PVC membrane should exhibit bleed - out when properly welded. • The ability to achieve satisfactory welds with the hot air welder being held in either hand facilitates welding at various angles and in various situations. • The weld must provide a maximum film -tearing bond of 1.5" (38 mm) and a minimum 1" (25 mm) film -tearing bond. • Depending on the type of welding being performed, the temperature setting will vary, as will the width of the welding nozzle. • Welding Seams, Prefabricated Flashings and Repair Patches — Use a temperature setting that the roofer is comfortable with. • Welding Field -Fabricated Pipe and Corner Flashings — Use a temperature setting that the roofer is comfortable with. 139 Installation Cooler Weather Many factors will affect the settings, including overcast skies and lower air temperatures. This will generally require a slower speed and lower heat settings. The slower speed and heat provides the additional heat energy to compensate for heat -draining conditions. • The correct speed and temperature settings for automatic welders are determined by preparing test welds at various speed and heat settings. • Hand -welding during colder temperatures also needs to be adjusted. • Perform test welds on membrane you will be using that day • Do not use scrap material to create test welds • A daily quality control including probing and checking seams at the end of the day During cooler temperatures it is even more critical to perform test welds in the morning, after any extended break such as lunch, or after significant change in weather (e.g., air temperature, wind speed, cloud cover, etc.). Quality Control Procedures 'There are three basic methods of evaluating the quality of a heat -weld: visual inspection, physical probing, and test cuts. All heat -welds must be visually inspected and physically probed. • Visual inspection can determine adequacy of weld width, presence of fasteners and plates within the weld area, overheating or tearing within the weld area, indications of special sealing at T-joints, and gross under heating or skipping of seam areas. Properly welded PVC seams will exhibit a slight [Le., 1/8" (3 mm)] bleed -out of the bottom membrane layer. TPO should exhibit no bleed out. • Physical probing involves the use of a blunt pointed seam probe such as a dulled cotter pin puller. The weld must be allowed to cool before being probed. The probe tool is pressed with some force against the weld edge and drawn along the seam. The probe tool will enter into the heat -weld area between the two layers of membrane at locations where the seams are partially welded when a "void" is found. The probe tool can then be used to open up the seam area until a solid weld is encountered. Note: Seams must be probed prior to the application of EverGuard® cut edge sealant on TPO. • Seam test cuts involve removing a small portion of a welded seam once it has cooled and peeling the seam apart. Cut a sample strip across the seam approximately 1" (25 mm) wide by 10" (254 mm) long. Apply even pressure to peel the seam apart and evaluate the weld. A satisfactory weld fails by exposing the scrim reinforcement. A deficient weld fails by separating between the two layers of membrane. • Defects may be corrected by heat -welding a piece of UN-55 membrane over the deficient weld area the same day. The deficient weld may be re -welded only if the seam interior has not been contaminated by the presence of dirt, bonding adhesive, asphalt, etc. 140 Installation TEST WELDING GUIDELINES Setting up a hot air robotic welder properly is key to having a properly installed roof and performing test welds is one of the most important steps. Making appropriate adjustments before you begin the final welding process assures that the correct combinations are achieved. Test welds should be performed at the beginning of every work period. •Just before welding in the morning • Upon returning from lunch in the afternoon • When there's been a significant change in weather (e.g., air temperature, wind speed, cloud cover, etc.) Procedure •Take 2 pieces of "bag fresh" EverGuard® membrane approximately 18" (457 mm) long. • Set your automatic welder's speed and heat. • For full size welders, such as the BAK LarOn, GAF suggests starting at the following settings: • Temperature between 800°F (427°C) and 1,148°F (620°C) +Speed 10-16 feet (3.05-4.88 m) per minute. New equipment may run faster and hotter. • For an initial setting, use the formula below as a general guideline: • Speed Formula: ambient temp/10+2 =FPM (Feet Per Minute) • Example Scenario: Start out by setting the speed at 10 FPM and the temperature at 600°F (315°C) degrees and do a test weld. Bump temperature up 100°F (38°C) to 700°F (371°C) keeping same 10 FPM. Perform another test weld. Continue doing this in 100°F (38°C) degree increments keeping speed the same until machine is maxed out [typically 1,148°F (620°C)] and find the weld window. Set up machine in the middle of the weld window. Note: Remember, settings required for a good weld will change based on equipment type, weather conditions and membrane thickness. • Weld the 18" (457 mm) pieces together and then allow the membrane to cool for at least 10 minutes. • Cut 1" (25 mm) wide strips across the welded material. •The welds are tested by application of pressure causing the seam to peel apart. 1 41 Installation Results • Acceptable welds only those with full film tearing bonds (Fig 4-5) • Unacceptable welds — may have partial welds or may be cold welds (Figs 4-6 & 4-7) Fig. 4-5: Acceptable Weld Fig. 4-6: Partial Weld Fig. 4-7: Unacceptable Weld Adjustments to the Hot Air Robotic Welder Settings • Only make one change at a time and avoid changing heat and speed together. • If you are welding at 1,148°F (620°C) and do not get a good weld, do not automatically adjust the speed because the temperature may be too high. Lowering the temperature or increasing speed may be a necessary adjustment. • If the weld is greater than 1.5" (38 mm), you may have the temperature too high and this could lead to a failed weld over time. • Having too much weight on the automatic hot-air welder combined with too high of a speed setting can potentially cause wrinkle issues in the weld area. 142 Installation SEAM PROBING GUIDELINES Seam probing is the physical inspection of a hot air weld area by running a suitable blunt probe along the length of a seam with horizontal pressure applied into the bottom edge of the weld. Seam probing checks the integrity of the weld to help ensure a water -tight roofing system and is critical to locating small skips in a welded lap. Seam probing is NOT a replacement for conducting test welds. All hot air welded seams must be physically probed with a blunt or dull cotter key puller hand tool (sharp points or edges must be filed down). • Contractors are responsible for initial probing of their welds. Do NOT wait for a GAF Field Service Representative to find issues with the welds during the roof inspection after the roof is already completed. This could lead to more difficult and costly repairs requiring re -inspection by GAF. • Probing MUST be conducted daily. • Initial probing should be done on hands and knees. 'Subsequent probing may be completed with a cotter key hand tool that can be affixed to standard extension handle, which allows the tool to be used from a standing position. GAF seam probing guidelines should be followed: • Exercise care when handling and walking with the seam probe to avoid injuries from the point end. • Continuous use of the probe will cause it to become sharper. Ensure that the point is blunted/rounded off at all times. 'Allow the seam to cool down at least 30 minutes or to ambient temperature before probing. Premature probing can damage seams because the welds may still be warm. • Run the probing tool parallel to the edge of the seam applying ample pressure at the base of the weld. Use caution to avoid damaging the membrane surface with the point of the probing tool (Fig. 4-8). • When probing, extra attention must be given to all membrane seam intersections, heat -welded seams above insulation joints and areas where the robotic welder stops and starts again. • Mark all voids, open welds or cold -welds using a water-soluble marker or crayon so repairs can be made (Fig. 4-9). • Repair all voids, open welds or cold -welds routinely throughout the day but no later than the end of each workday using a hand -welder. • To make a minor repair on a seam, use a T-Joint Cover Patch, UN-55 Detailing Membrane, or the same material type being used for the field sheet. • If repairs are needed for an entire open seam, use reinforced membrane a minimum of 4" (102 mm) wide. Finish the detail by heat -welding T-Joint Cover Patches at each corner. Any damage caused to the field sheet (not in the seams) must be patched with reinforced membrane. • All repaired seams should be probed after they have cooled completely to determine if the weld is acceptable. If the repaired seam is not acceptable, repair areas as necessary until corrected. • Apply GAF EverGuard® Cut -Edge Sealant on all TPO reinforced membrane cut edges after seam probing is completed. EverGuard® Cut -Edge Sealant is not required when using PVC. 143 0 M cTa 5 3 Installation Fig. 4-8: Seam Probing 144 Fig. 4-9: Marking Voids Installation WALKWAY INSTALLATION Fig. 4-11: Welding along non - textured ends Fig. 4-12: Hand -welding Rooftop traffic can be harmful to the completed roofing. Protect completed roofing from other trades and routine maintenance traffic on the roof. • Installation of walkway pads are required at the roofs egress but can be also used at other locations on the roof such as high traffic and mechanical areas. • Pads need to be placed 6" (152 mm) away from seam welds, so these welds can be inspected, and 6" (152 mm) from each other for drainage. (Fig. 4-10) • Walkway pads are constructed from EverGuard® Walkway Rolls. EverGuard® Walkway Rolls are cut into smaller manageable pads. • Membrane MUST be cleaned and free from all dirt and debris prior to installation. When installing the walkway pads remember these are thick and require different settings of the robot welder. Note: Because of this thickness especially on thinner mil membrane, there is a very real possibility of overheating the roof membrane or actually burning the membrane. For that reason you may not accomplish a "film - tearing" bond when welding. Welding Method • Walkway rolls contain non -textured edges. These should be used for the robot welding. (Fig. 4-11) • Weld along both non -textured ends. Set up the welder with a lower heat setting and adjust the speed accordingly. This way you won't overheat the membrane and you will achieve a tight seam weld. •The interior of the pads must be hand -welded. Use the two -pass method, welding from the interior on the first pass. (Fig. 4-12) • Finish the weld with the second pass. • Repeat the hand -weld "two -pass" method for all remaining pads. Fig. 4-10: Pads placed 6" (152 mm) apart Seam Tape Method • EverGuard® TPO walkway roll may also be installed with TPO primer and 3" (76 mm) seam tape. • First, roll or brush the TPO primer on the back of the TPO roll along the edges and down the middle of length of the roll. • Clean and prime the roof membrane where the roll will be installed. • Install tape to the back of the roll where cleaned (edges and middle) and roll in with a silicone hand roller. • Remove the release paper and install the taped rolls directly onto the roof membrane. • Secure the rolls by rolling into place. 145 Installation COLD STORAGE GAF defines cold storage as a building or portion of a building or structure designed to promote extended shelf life of products or commodities and typically has year-round temperatures below 50° F (10° C). It is the responsibility of the design professional to specify the appropriate cold storage system. Extremes in internal temperature/humidity are often associated with cold storage/freezer buildings and food processing plants. What makes these building applications unusual is that the pronounced difference in vapor pressure between the building interior and the exterior can cause a pronounced vapor flow through the roof assembly. This can result in a significant build-up of condensation within the roof assembly, and severe deterioration of both the roof assembly itself and the structural deck. Relevant design considerations include: • Attention to vapor -tight seal between roof and side walls/penetrations; • Utilization of closed -cell foam insulation and stainless steel fasteners to minimize potential for condensation related degradation of roof system; • Limitation of penetrations through roof deck; and • Avoidance of roof system attachment through any vapor retarder. Refer to GAF's Cold Storage Guidelines for further information. 146 The following requirements and restrictions apply: 1. Available for adhered and ballasted membrane roofing systems only. 2. Available for new and tear -off systems only. Not available for recover systems. 3. Minimum 2 layers of insulation is required. The top layer of insulation is to be adhered and may be an approved cover board. 4. Best roofing practices must be followed. Building envelope specifications provided by the designer for sealing of all penetrations and edges must be followed. 5. EverGuard® TPO accessories must be used with EverGuard® TPO systems only. 6. EverGuard Extreme® TPO accessories must be used with EverGuard Extreme® TPO systems only. 7. EverGuard® PVC accessories must be used with EverGuard® PVC systems only. 8. Requires inspection after all work is completed. 9. EverGuard® TPO 45 mil and PVC 50 mil membranes are not eligible for guarantee coverage when used over cold storage. 10. For additional information on cold storage installations, please consult GAF Technical Services. 147 Installation INSPECTION ISSUES ~x~~e^^`^xp~^ ^ Truyrvx- Roof Area: 1-Seams 2-Insulation/Fastening 3-W8ll/rU[bF|@Sh/Ogs 4-Perimeter Metal/Scuppers 5-Pipe FlashiOps/PitCh Pans 6-Drains 7-Terminations 8-Field Of roof 9-Corners 10-Ballast 11-OtherConditioOS The following tables list potential problems that may be identified and provide a remedy to correct the problem. Area _Description of Problem .' ' ,Corrective Action _ _ Seams Voidu�oundm/henpnobinQ�e|du 'Clean/repair—tospecUse unsuppo�ed membrane. Voids inseam atT-jointintersections Clean/repair toSpec. Use unsupported membrane. Cut edge ofreinforced TPOnot sealed Clean and install TP0Cut Edge Sealant. Excessive bleed out caused damage to sheet Clean/repair toSpec. Seams not positioned properly/correct overlapping Clean/repair toSpec. Bonding adhesive contaminating welded seam Clean/repair toSpec. Missing in -seam fastener orspaced incorrectly Add fasteners tomeet Spec. Clean and patch accordingly. In -seam Spec not installed per Spec. Install discs tuSpec. Clean and patch accordingly. Wrinkle orair pockets found in1S'' ' (38mnm)seam Clean/repair toSpec. 1/2shee�spwrsystem '- requirements ' |nsta||hu��eninQat5' (1 � PN) intervals ' to meet requirement. Clean and strip toSpec. 148 Installation ` /���=^*w�"v�k�� * � INSPECTION ISSUES (CONT.) Area Description of Problem Corrective Action insulation/ Fastening Remove insulation/VVetinuu|abon '^ membrane. Incorrect number offasteners . Reinstall tospec. Call GAF Field Services Manager for written instructions. Incorrect type offastener orwrong sized plates Call GAF Field Services Manager for written instructions. Fastener penetration ofless than 1^ (25mm)spec. Call GAF Field Services Manager for written instructions. Unsecured orinsufficiently installed fasteners Remove and replace fastener. Clean/repair 1ospec. Bowing ordamaged insulation boards Remove and replace insulation boards. Refasten ifnecessary. Clean/repair tospec. Unapproved Insulation Call GAF Field Services Manager for written instructions. |socyanuratcinsulation facer de|aminadnQ Remove and replace insulation. Install new insulation tospec. Unadhpnedfi system Removemembraneandinsu|adone|dshee�onfu||yadhered ' Install new insulation and membrane to spec. Area 3 Description of Problem Corrective Action Wall/Curb F|ashinQs Voids found when p,obn0Oashin8 ' scams Clean/repair tospec. Voids found at T-joints Clean/repair tospec. Use unsupported membrane. Cut edge ofreinforced TPOnot sealed Clean and install TP[)Cut Edge Sealant. Excessive bridging atangle change Cut out bridged areas. Clean and flash inaffected area. Probe and check all seams. Water trapped behind membrane Cut flashing and completely dry the area. Reinstall flashing tnspec. Flashing seam |sless than 2^(S1m»mn) pastseamp|ate C|ean/repa|rtospec . Curb/wall flashing ismissing. base attachment Install base attachment tospec. Clean and strip -in tospec. Conduits orother penetration protruding the wall/curb flashing Install field fabricate pipe flashing orpipe boot. High wall flashing |xmissing attachment install mechanical attachment 12" (3USmm)o.c.over wall flashing. Strip in attachment Missing in -seam fastener orspaced incorrectly Add fasteners tomeet spec. Clean/repair tnspec. Unadhensdwall flashing Cut open affected area. Clean/repair tospec. 149 INSPECTION ISSUES (CONT.) Area 4 Description of Problem Corrective Action Perimeter Metal/ Scuppers Voids, wrinkles, burns at coated metal weld Clean/repair to spec. Continuous clip missing behind face of metal Face fasten metal 12" (305 mm) o.c. Use approved fastener. No nailer present under metal flange Remove perimeter metal, insulation and install appropriate sized nailer. Termination bar not installed Install to spec (Le. fastener spacing, caulk missing). Flashing does not extend a min. of 2" (51 mm) past flange onto deck Install proper edge detail flashings to spec. 6" (152 mm) wide strip of EverGuard® Detailing Membrane missing at TPO tape overlaps Install 6" (152 mm) wide strip of EverGuard® Detailing Membrane to spec. Caulk or Cut Edge Sealant missing at metal overlaps and t-joint patches Install EverGuard® FlexSeal Caulking to spec. Bridged TPO tape at angle change Cut bridged tape and clean/patch to spec. Fishmouths in TPO tape due to wrinkles or changes in height of TPO deck sheet Install TPO cover tape patch over effected area, caulk entirely. Poor adhesion of TPO cover tape Remove all poorly adhered TPO tape, clean, prime and install to spec. Improperly fastened Install approved fastener 12" (305 mm) o.c. Non -hemmed edge in contact with TPO/PVC Remove all metal, install slipsheets under metal, reinstall to spec. Missing drip edge at gutter Replace with gravel stop, scuppers. Seam in metal sleeve installed on deck Install slightly smaller new scupper and flash into spec. Unsecured flanges Face fasten through membrane into substrate. Clean/repair to spec. Open corners including top corners Clean/repair to spec. Scupper not sealed where it protrudes through outside of building Properly seal the void between the wall and scupper. Scupper missing or existing being reused Install new scupper to spec. 150 Installation ' /���~="°~KK�Kl ' INSPECTION ISSUES Area S ^ m� - ` �� � Action ' —' Drains VVaterblockorRexSea|Caulking missing, non -approved caulking Install one full tube nfvvaterblock, reinstall drain ring tospec. Missing, broken orunUghtenedbolts or clamps Replace and/or drill out and recap and tighten all bolts. Broken drain ring bowl Replace any broken drain parts. Seam runs through drain ring orsump Install target patch tospec. If not leaking, clean and strip inwith O" flashing strip. Insulation not properly tapered around drain Install tapered insulation and drain target tospec. Area Description of Problem Corrective Action PipeF|ashings/ Pitch Pans Voids found when probing flashing seams Clean/repair tospec. Void found atT]oints |ean/nepairtospec [, use unsupported membrane. Cut edge ofreinforced TPOnot sealed Clean and install TPOCut Edge Sealant. Field fabricated pipe flashing less than 8^ (203 mm) Extend pipe wrap to 8" /2O3mrn). ' Field fabricated pipe flashing missing target Remove wrap, install target, rewrap pipe flashing. Pipe boots and field fabricated missing xxaterstop,clamps orcaulking Install tospec. Lead flashing left onpipe Remove pipe flashing and lead, reinstall new pipe flashing tospec. Pipe boots and field fabricated pipe flashing under tension Remove clamp, release tension, rein - stall clamp and caulk. New pipes added Flash in new pipes tmspec. Pitch pan filler not set up Dig out soft filler and repourto current spec, Non -GAF filler used Completely remove filler and refill to GAF spec. Pan not filled totop Clean existing filler, prime and fill to top. Filler poured around line insulation Cut out insulation and filler around line and repour. Less than 1^(2Smm)separation be- tweenlines and sides ofpan Remove existing filler, separate lines, refill. Installation INSPECTION ISSUES (CONT.) 0 in W in D. — Area 7 Description of Problem Corrective Action Terminations Missing backer rod or insufficient compression Install backing rod twice the size of the opening. Missing vertical terminating at end wall Install termination bar or L-shaped metal to spec. Missing caulking on vertical termination bars Clean and install caulking on all sides of bar and fastener holes. Missing caulking on horizontal termination bars Clean and install caulking to spec. Missing counterflashing on curbs/walls install counterflashing and fasten 12" (305 mm) o.c. Incorrect placement of termination bar (i.e. above weep holes, etc.) Remove and relocate termination bar/counter- flashing and reinstall termination to spec. Voids in caulking on top edge of termination bar/counterflashing Clean and caulk the top edge of termination. Excess flashing extends past termination bar/counterflashing Remove caulk and trim excess membrane below kick, re -caulk. Missing or incomplete termination Terminate all membrane to spec. Non -approved GAF caulking used on termination bar Remove existing caulk and re -caulk with GAF caulking. Termination bar is not GAF Warning given this job only. Incorrect use of termination bar (over siding, wood or non -watertight surfaces) Replace with appropriate counterflashing. Area 8 Description of Problem Corrective Action Field of Roof Holes or damage to field sheets Clean/repair to spec. Splits or contamination on field sheets Cut out spills or contaminants and repair to spec. Missing slip sheets under wood blocking, pavers, sleepers or satellite dish Install approved slip sheet. Debris on roof Remove debris and check for damage. Excessive gravel or other sharp objects under field sheet Cut out debris and repair. Walkways displaced Realign walkways and weld to spec. Walkways deteriorated Replace deteriorated walkways. Walkways needed at roof access point Install walkways as indicated. 152 Installation ' /yl�"=omm � INSPECTION ISSUES (CONT.) `- Area 'Description of ` - ' ' As�mm ~. ^ Corners Voids found when probing inside corners Clean/repair tospec. Bridging nninside corner Cut out bridging, clean/repair tospec. Damaged outside corner, torn bye|ectri' cal cords etc. Clean/repair tospec. Use unsupported membrane. Bridges orover stret stretched - Cut out bridQin8 Clean/repair Umspec. ' Use unsupported membrane. Voids found when probing outside � corners Clean/repair tospec. Use unsupported membrane. � | Missing inside and/or outside corner / Install pre -fabricated orunsupported field fabricated corner. Area 10 Description of Problem ' Corrective Action Ballast Ballast too small Call -GAF Field Services Manager for written instructions. Inconsistent coverage Redistribute ballast, a�add|fnecessary (1U#per square foot minimum). Non-approvedba||astornonackma� [aUGAF Field Services K�anaAerfor written instructions. Slip sheet, wood blocking and/or pavers installed ontop ofballast Sweep TPOfree ofballast and fines, reinstall slip sheet, push back ballast. � Arsa11 Description of Problem Corrective Action Ocher Conditions Spills orcontaminates onfield sheet — , [on�a��tonod�buU�n8 owner ofcondition. Clogged drains Contractor to notify building owner ofcondition. yWo�ar�ointsdeteriurated Contractor tonobfybuilding owner ofcondition. Grease vents discharging grease on membrane Contractor tonotify building owner ofcondition. �ea|an�]ointsdeteriorated Contractor to notify building owner ofcondition. Roof top units leaking Contractor tonotify building owner ofcondition. Installation FIELD QUALITY CONTROL • Field quality control should be performed in accordance with NRCA's Quality Control and Quality -assurance Guidelines for the Application of Membrane Roof Systems. • Inspect completed roof sections on a daily basis. It is the contractor's responsibility to probe all heat -welded seams and to perform an adequate number of seam cuts to ascertain seam consistency. • Immediately correct all defects, irregularities, and deficiencies identified during inspections. All voids that are found must be patched over per specifications. Do NOT re -weld seam voids more than 24 hours after initial welding of the seam. • Remedial work must be performed with like materials and in a manner consistent with the balance of the roofing installation so as to minimize the number of repair patches. • Excessive patchwork will require replacement of the entire affected membrane section from lap to lap. MAINTENANCE • Upon completion of the roofing system, the owner should establish a semi -yearly inspection and maintenance program in accordance with standard good roofing practice and guarantee requirements. • Repair cuts, punctures, and other membrane damage by cleaning membrane, followed by heat -welding a membrane repair patch of sufficient size to extend a minimum of 2" (51 mm) beyond the damaged area. If heat -welding to the top surface of the existing membrane is ineffective, the patch must be heat -welded to the underside of the existing sheet after proper preparation. • Any damage to adhered membrane areas or at locations of mechanical attachment, including insulation, must be repaired so that the repaired area remains adhered or mechanically attached. 1 54 Section 5: Architectural Detail Drawings Quick access to installation videos and detail drawings for EverGuard® single -ply systems. Visit http://www.gaf.com/roofingicommercial/smart_details for further information. 155 Architectural Detail Drawings 44 0 0 CC .22 4•• 0 4w INDUCTION HEAT -WELD 1" (2 mm) MIN EMEOMENT PURLIN EMBEDMENT STRUCTURAL PURLIN NOTE: DRILL-TED" RHINOBONDe XHD PLATE NOTE: TPO= YELLOW PLATE PVC= BLACK PLATE REINFORCED EVERGUARD® MEMBRANE (SMOOTH ONLY) DRILL-TED" PURLIN FASTENER 0 DRILL-TEC PURLIN FASTENER & DRILL-TEC RHINOBOND® XHD PLATE GAF APPROVED COVERBOARD OR SECOND LAYER OF INSULATION IF REQUIRED. SEE NOTE 2 ENERGYGUARIr ROOF INSULATION EXISTING METAL ROOF PANELS APPROVEDFLUTE FILLER IF REQUIRED AIRNAPOR RETARDED -AS REQUIRED 1. REFER TO THE DRILL-TEeRHINBONDeATTACHMENT TABLES FOR DETAILED INSTALLATION REQUIREMENTS REGARDING DECK TYPE, PLATE & FASTENER TYPE, AND MIN. EMBEDMENT. 2. TOP LAYER OF INSULATION DOES NOT HAVE TO BE STAGGERED IF BASE LAYER IS STAGGERED. IA ROOF PENETRATION SERIES DAAPIPla • 1 00 F DRILL-TEC' RHINOBOND® ASSEMBLY PURLIN DETAIL TX/3 DEW. APPLES TO Plate -Welded Systems GAFYCI-Ma Wagaf00Jfl , o METAL RETROFIT SGLE N.T.S. REVROON GTE 6-15-17 156 Architectural Detail Drawings - REFERENCE EVERGUARDe 300 SERIES PARAPET WALL & CURB FLASHING DETAILS FOR WALL TERMINATION TYPICAL EVERGUARDePERIMETER HALF SHEETS r 6-6 i-- 610 15* 6-o 75* 6-o "T:r 6"-o -6-- o -6" 6-o '75- 6-7a Ti- 0-6 TY- -6 - - -A TS' - di o_o 00000000000000 o o oot_o_ 61... 0 a 7) ---o-+°o -6 ii:-"" ow 6- o-o-o --7) -6 -ci- o -6- 6- 0-6 -6" -CI 6251' CT- 0 (1-0-2: °0 o ° 0 0 0 0 0 0 0 o e 0 0 0 0 lo 0 0 ° 0 0 0 0 - - - 0 o 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 o o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 o 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 °, 0 Or 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 00 0 00 0000 0 00 0 0 01 0 00 0-I4 0Q__ 0 0 0 0 0 0 0 0 0 0 0 0 Sr- 0 -10 10 __°0-Th 0 T 0 12_2.. 1,9_ si_io_ 0 0 o 0 o o NOTE: ALTERNATE EVERGUARIPMEMBRANE HEAT -WELDED SEAMS DRILL-TEC" PLATES & SCREWS REFERENCE EVERGUARDe200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARDe MECHANICALLY ATTACHED SYSTEM GUIDELINES TO DETERMINE FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPLIFT REQUIREMENTS, AND FOR REQUIRED NUMBER OF PERIMETER HALF SHEETS, 2. FOR INSULATION THICKNESS GREATER THAN 6(203 mm), A COVER BOARD IS REQUIRED ON MECHANICALLY ATTACHED SYSTEMS ONLY. 01' 411":"Q.44 °I FIELD OF ROOF SERIES DRAWING A 101 A ROOF MEMBRANE LAYOUT DETAIL INS OCTAL WIPES TO' Mechanically Attached Systems WWW.O.00111 t Carnsus Dm. i......,...5. SCALE N.T.S. REVISION DATE 6-15-17 157 Architectural Detail Drawings 0 U o ACU w w 0 0 0 0 0 0 0 0 0 0 0 o b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 L L o- _(_ 0 0 0 o I --------I- F- 0 0 0 0 0 0 o 0 o o I I o REFERENCE EVERGUARD®300 SERIES PARAPET WALL & CURB FLASHING DETAILS FOR WALL TERMINATION SEE NOTE 1 flD ALTERNATE EVERGUARD°MEMBRANE I TEAT -WELDED SEAMS (OR RAPIDSEAM IF APPLICABLE) NOTE: REFERENCE EVERGUARD8200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARD® SYSTEM GUIDELINES IN APPROPRIATE MINI MANUAL TO DETERMINE PERIMETER AND PENETRATION FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPLIFT REQUIREMENTS, 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY ATTACHED SYSTEMS ONLY, GAF tdet Alpa Rd. vvArRN, rve 074T0 wWw.yeT.corn � qFIEIpDFROOF SERIES DRAWING • O� ROOF MEMBRANE LAYOUT DETAIL n as DrrAn A.'uef To Adhered Systems Ballasted Systems Sell • Adhered 5ysterns SCALE N,T,S. REv4910N DATE 6-26-17 158 Architectural Detail Drawings 1.1.1 LL • • • • STRUCTURAL METAL PURLINS RAISED ROOF EDGE OR PARAPET WALL • • • • -71— 7- . . • SEENOTE RILL-TEO" PURLIN • FASTENER & DRILLJEC RHINOSONIPEND PLATE FIELD SPACING I • ••• • . :'> • <- '',/ rrt \ .• • 0• .. > e <.- ' ' • • • t' • ) : > • < • I • I ,, • ... > i < • I. 1 1 •, • 60% OF FIELD > • • < • SPACING 1 • 1 • >r • < • ( • ) >. • < r i t..% • I • SEE NOTE N3 • < • • 1 • .• . ) • • > < I :I . / • • • ' •4: ---.71- :":'` • -', • - • ".1 '•' • ''<- '• : • • - -1 !' <1 • CORNER 1 SPACING 1 I . • .1 I NOTE] • • • • • • • • • • • • , •• • •••• 40% OF FIELD SPACING ... • • FIELD -t- PERIMETER ZONE LEGEND 1 I 1. SEE EVERGUARDe SYSTEM GUIDELINES IN SPEC MANUAL TO DETERMINE PERIMETER AND PENETRATION FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPLIFT REQUIREMENTS. 2. DEFAULTS TO PERIMETER FASTENING RATE. 3. DEFAULTS TO CORNER FASTENING RATE. FIELD PERIMETER CORNER www.gatcon1 caw. Ome. .rouvor,,, to 070. Ifivp rAyArcl FIELD OF ROOF SERIES ORAWNG 101F PURLIN FASTENING ZONES /NIS CtETAlt APPLIES TO Plate Welded Systems METAL RETROFIT SCALE N.T.S. REVISION 4-16-17 159 Architectural Detail Drawings REINFORCED EVERGUARDeMEMBRANE UNREINFORCED PREFABRICATED EVERGUAREPT-JOINT COVER PATCH OR FIELD -FABRICATED UNREINFORCED T-JOINT PATCH 4" (102 mm) MIN. IN DIAMETER EVERGUARD° TPO CUT EDGE SEALANT FOR EVERGUARD° FREEDOM' TPO MEMBRANE, MEMBRANE SURFACE MUST BE PRIMED WITH EVERGUARDe TPO PRIMER (SEE NOTE #3) APPLY SECOND T-JOINT COVER PATCH OVER ADJACENT HEAT -WELDED LAP TRIM EDGE OF OVERLYING SHEET FOR EASY INSTALL OF T-JOINT (NOT REQUIRED) 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY, 2. T-JOINT IS TO BE USED FOR 60, 70 & 80 MIL TPO AND 80 MIL PVC ONLY, NOTE:] 3. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). ® 461"914.4111 FIELD OF ROOF SERIES DRAWING. 1 05A T-JOINT COVER PATCH DETAIL 105 on., APPLIES TO- Antlered Systems Ballasted Systems Relmliond Systems Mechanical Attached Systems vnrae,gal.cern ...., Pwwerw. M., Oni. SCAM N.T.S. FOR 60 THRU 80 MIL TPO AND 80 MIL PVC MEMBRANES ONLY REMOr. [WE 6-26-17 1 60 Architectural Detail Drawings PERIMETER ATTACHMENT CORNER ATTACHMENT R ETER ATTACHMENT CORNER ATTACHMENT NOTE: 1. WIDTH OF PERIMETER TREATMENT (A OR B) SHALL BE 10`./. OF THE BUILDINGS NARROWEST WIDTH (W) OR 40% OF THE BUILDING EAVE HEIGHT (H), WHICHEVER IS LESS, WITH 4' (1.22 m) BEING THE MIN. FOR STANDARD GAF GUARANTEE REQUIREMENTS. SEE HALF -SHEET REQUIREMENTS IN MECHANICALLY ATTACHED SECTION. 2. FOR ADHERED, SELF -ADHERED, AND RHINOBOND SYSTEMS, SEE INSULATION TABLE FOR ENHANCEMENTS. 6 ORIAVING • ITO MINS NIMES TO: 4C-Y-cr-99-4'xl 1 06 ROOF AREA ZONE LAYOUT DETAIL Adhered Systems Ballasted System Mechs anically Attached Systems FIELD OF ROOF Sell. Adhered Systems wwweetoam SERIES Rhine Bond Systems Cr • I F REVISION OATE PIMP.", ell V. N.T.S. 6-1-16 161 IN FoRCE0 EVERGUARD,HEAMEMBRANE T-YVEL DEO LAP -TEC' PLATES a scREws FOR MECHAN/CALL Y ATTACHED SYSTEMS OVER 2:12 USE A HALF SHEET OF MEMBRANE AS A CAP ENERGYGu'ARD INSULATION Roop ROOF DECK/ SUBSTRATE 1. Pori INSULATION THICKNESS GREATER THAN 8" (203 mrn), HARD 80ARD IS REQUIRED MECHANICAL SYSTEMS ONLY. 2. DO NOT RUN CAP SH NTO THE PERIMETER HALF SHEET REG/ON 'CH ON CA s MEANIALLY TTACHEDSYSTEM 3. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO eoces (REPER TO E RGUAROcOETAIL Architectural Detail Drawings INDUCTION HEAT -WELD NOTE] REINFORCED EVERGUARD® MEMBRANE DRILL-TEC' PURLIN FASTENER & DRILL-TEC' RHINOBOND® XHD PLATE WOOD NAILER WITH APPROVED FASTENERS. SET ON TOP OF METAL PAN. ENERGYGUARD" ROOF INSULATION ENERGYGUARD'INSULATION -FLUTE FILLER IF REQUIRED EXISTING METAL ROOF PANEL STRUCTURAL PURLIN STRUCTURAL 1-BEAM 1. REFER TO THE DRILL-TEC' RHINBONDCATTACHMENT TABLES FOR DETAILED INSTALLATION REQUIREMENTS REGARDING DECK TYPE, PLATE & FASTENER TYPE, AND MIN. EMBEDMENT. lEY-CF-9-4414 FIELD OF ROOF SERIES IIRAVAAo • 110F METAL ROOF RIDGE DETAIL T/03 DETAIL APPL/ES TO Plate -Welded Systems Arow.gal.com I Cave. ETIA• ITAIA.AL AIM. METAL. RETROFIT sua.e N.T.S. REVISION DAVE 6-15-17 163 Architectural Detail Drawings REINFORCED EVERGUARCP MEMBRANE DRILL-TECPLATES & SCREWS AT SPECIFIED FASTENING PATTERN. 6" (152 mm) O.C. FOR BALLAST SYSTEMS. HEAT -WELD LAP EVERGUARD0CUT EDGE SEALANT IF REQUIRED REINFORCED EVERGUARDe MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/ SUBSTRATE NOTE:1 1, ANYTHING 1:12 OR GREATER NEEDS TO BE FASTENED AT ANGLE CHANGE. 2. APPLY EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES ( REFER TO EVERGUARDe DETAIL 115 ). 8 — FIELD OF ROOF SERIES ORAWNO el 112 CHANGE OF DECK PLANE DETAIL MI5 PETAH. APPLIES TO- AdhOfed Systems RhinoSend Systems Meetwecarly Att...hed Syslents GAF'...-'''''Ij. wongrgal GOT I Came. Orto• ..P.mgar, MOT. W`I.I L N.T.S. RDASION GATE 6-1-16 164 amunimisimmo 9.17 AO DRILL-TEC' PLATES a SCREWS PER sPeciFteo FASTENING PATTERN HEAT -WELDED LAP EINFORCED EVERGUARDeMEMBRANE NFORCED EVERGUARCP MEMBRANE NERG INSOLATIONYGUARCP ROOF , I PITCH OVER 2.12 EXCEPT FOR 841 STESYSTEMS WITH ROOF OEC uesTRA-re VALLEY' SHEET MUST 8ED ADHERED EVERGUARD•ADHES/VE. '.FOR mEcHAN/cALLY ATT4cHED SYSTEMS, VALLEYS MUST BE ADHERED USING APPROVED CIF -IC . Architectural Detail Drawings 0 0 0 13 0 REINFORCED EVERGUARIf MEMBRANE REFER TO APPROPRIATE EVERGUARD. 100 SERIES FOR LAP DETAIL EVERGUARD6CUT EDGE SEALANT (ONLY IF APPLICABLE, SEE NOTE #1) ENERGYGUARD- ROOF INSULATION ROOF DECK/SUBSTRATE REINFORCED EVERGUARif MEMBRANE REFER TO APPROPRIATE EVEFtGUARI,100 SERIES FOR LAP DETAIL EVERGUARD*CUT EDGE SEALANT\ HEAT -WELDED LAP ENERGYGUARD-ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. EVERGUARD° CUT EDGE SEALANT MUST BE USED ON ANY TPO CUT EDGES (REINFORCED ONLY). 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY.. GAF ev.w.pelLeorn Nnvonn, KI OW 4C-vg-vArl FIELD OF ROOF SERIES. CANNING 0 115 CUT EDGE SEALANT DETAIL nsta OLTA11. APPIAE8 TO Adhered Syatelna Ballasted Systems Sett - Adhered Systerns Methanicedy Attedhed Systems SCALE N.T.S. EVERGUARD" TPO MEMBRANE ONLY REVLSCCO. DATE 6-28-17 166 Architectural Detail Drawings PRINTED BLACK GUIDELINE FOR MECHANICALLY ATTACHED SYSTEMS PRINTED RED GUIDELINE FOR ADHERED AND BALLASTED SYSTEMS DRILL-TEC' PLATE & SCREW FOR MECHANICALLY ATTACHED SYSTEMS ONLY 1/4" (6.35 mm) TO 3/4" (19.1 mm) OFF BACK EDGE OF SHEET FASTENER SPACING GUIDE PRE-PRINTED 6" (152 mm) O.C. NOTE: 1. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ES GAF4.VP www.get corn I Cornorm. r-9-kkal FIELD OF ROOF SERIES DRAWING 0 116A MEMBRANE EDGE DETAIL TIES DETAIL APPLIES TO: Ballasted Systems MechanicaNy Attached Systems Roo F N.T.S. REVISION DATE 6-26-17 167 Architectural Detail Drawings 14 0 0 CZ Ln 14 0 70 111 24-GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12' (305 mm) O.C. EVERGUARD6COATED METAL EDGE RING SHANK GALVANIZED NAIL @ 4' (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12' (305 mm) O.C. 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. HEAT -WELDED LAP WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN. SECURED TO DECK 8" (203 mm) WIDE EVERGUARD6 FLASHING STRIP HEAT -WELDED HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) FOR ALTERNATE TAPERED ROOF EDGE, USE ENERGYGUAR0" TAPERED INSULATION ENERGYGUARD'" ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2, 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 3. APPLY EVERGUARD0 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). CO ni 45f-"99-4-- ROOF EDGE SERIES P.W0,0 0 202A COATED METAL ROOF EDGE DETAIL S TO: Adilered System Self • Adhente Sv.V., Mechanically Attached Systems www.gal.com I Caron on.. E....., MG.. SGLE N.T.S. REVISION OATE 6-28-17 168 1 -YEAR MAX GUARANTEE NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE RING SHANK GALVANIZED NAIL @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC'" SCREWS 12" (305 mm) O.C. AND 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO DECK PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER EVERGUARD° TPO COVER TAPE REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD'" ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD°TPO SEAM CLEANER AND ALLOW TO DRY BEFORE PRIMING. 3. EVERGUARD°TPO COVER TAPE ONLY TO BE USED WITH TPO MEMBRANE SYSTEMS. 4, THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAN 112, REFER TO EVERGUARDeDETAIL 218 OR 219 . www.gatoten I Moms Dews Matessey IN SAM ilygromaxl ROOF EDGE SERIES CRAWNG$ 202B ROOF EDGE WITH TPO COVER TAPE DETAIL 1144 DEUR. APSUES ASMINDG %MONIS Mechanically Attached Systems Sea • Arthered Systems SCALE REVISION OATS 10-3-17 1 69 Architectural Detail Drawings INDUCTION , HEAT -WELD DRILL-TEC" PURLIN FASTENER & DRILL-TEe RHINOBONDe XHD PLATE REINFORCED EVERGUARD6 MEMBRANE ENERGYGUARD" ROOF INSULATION HEAT -WELDED LAP EVERGUARIPHEAT-WELDABLE COVER TAPE (SEE NOTE #2) WOOD NAILER WITH APPROVED FASTENERS, PEEL-N-STICK ADHESIVE NERGYGUARD" INSULATION -FLUTE FILLER IF REQUIRED XISTING METAL ROOF PANEL COATED FASCIA CLADDING STRUCTURAL 1-BEAM NOTE: 1. REFER TO THE DRILL-TEC' RHINBONDcATTACHMENT TABLES FOR DETAILED INSTALLATION REQUIREMENTS REGARDING DECK TYPE, PLATE & FASTENER TYPE, AND MIN. EMBEDMENT. 2. USE STRIPPING DETAIL APPROPRIATE TO THE METAL TYPE AND GUARANTEE PERIOD. REFER TO EVERGUARD'200 SERIES DETAILS , . ltgr-gmgml ROOF EDGE SERIES DRAWING tl 202F METAL ROOF EDGE DETAIL 11113 DEM. APPLIES TO: Plate -Welded Systems GAF www.gat cam R.Z.XL NrOILL AI METAL RETROFIT SCALE N.T.S. REVISION DATE 6-15-17 170 Architectural Detail Drawings STEP1. STEP 2. STEP 3. NOTE: 1. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDC DETAIL 115). 2. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 1/4" (6.35 mm) EXPANSION SPACE USE 2" (52 mm) FOIL TAPE OR DUCT TAPE AS BOND BREAKER EVERGUARDC COATED METAL DRIP EDGE 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) O.C. WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN. SECURED TO DECK EXTEND MIN 2" (52 mm) REINFORCED EVERGUARD® MEMBRANE ENERGYGUARC ROOF INSULATION ROOF DECK/SUBSTRATE HEAT WELDED LAP 6" (152 mm) WIDE UN 55 MEMBRANE OR UNREINFORCED PVC MEMBRANE 81203 mm) WIDE EVERGUARDe FLASHING STRIP OR 6" (152 mm) WIDE EVERGUARDePVC STRIP HEAT WELDED HEAT -WELDED LAP 6 ROOF EDGE SERIES MAYANS A 204 COATED METAL JOINT DETAIL THIS DETAIL APPLIES TO: Adhered Systems Mechanically Attached Systems Self • Adhered Systems GAF411":9114r3g1 www.gsEcom 1 Cm.. C..... SCALE N.T.S. REVISION DATE 6-28-17 1 71 Architectural Detail Drawings 9-YEAR MAX GUARANTEE F EXSEAL'CAULK GRADE SEALANT PRIME MEMBRANE AREA BEHIND SEALANT WITH EVERGUARDe TPO PRIMER DRILL-TEC' TERMINATION BAR FASTENED 6" (152 mm) O.C. WITH DRILL-TEC' FASTENERS REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN. SECURED TO DECK ENERGYGUARD" ROOF INSULATION ROOF DECKJSUBSTRATE EVERGUARDe WATER -BLOCK OR FLEXSEAC CAULK GRADE SEALANT MEMBRANE EXTENDS MIN 1" (25.4 mm) BELOW BAR NOTE: 1. TERMINATION BAR MUST BE FASTENED 6" (152 mm) O.C. FOR THIS DETAIL 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 3, APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). itlygrEgmAro ROOF EDGE SERIES C01.10.03 0 208 TERMINATION BAR ROOF EDGE DETAIL MI WAR APPLAS TO. Adhered SYst..3 Sell • Aillwed Sye1ete3 Neehanicauy AttAcivel Systems www.getearn 1 ce.e. Or. ftrtown. SCAM N.T.S. NEvISK". WE 10-3-17 MOM.. 172 Architectural Detail Drawings 8" (203 mm) WIDE EVERGUARD. FLASHING STRIP HEAT -WELDED EVERGUARD.COATED METAL DRIP EDGE WITH HEMMED EDGE HEAT -WELDED LAP (SEE NOTE #4) GALVANIZED ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. METAL FASCIA CLEAT FASTENED WITH DRILL-TEC' FASTENERS 12" (305 mm) O.C. SHEET METAL GUTTER BY OTHERS REINFORCED EVERGUARD0 MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUAREr ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 1 1/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED, ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. REFER TO EVERGUARD® DETAIL 204 FOR COATED METAL JOINTS. 3. A CONTINUOUS METAL CLEAT IS REQUIRED. 4. FOR SELF -ADHERED RAPIDSEAM TM TECHNOLOGY SYSTEMS, SEE EVERGUARD8 DETAIL 330 FOR LAP APPLICATION. 5. 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 6. APPLY EVERGUARDc TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUAREP DETAIL 115). GAFROOF www.gel.com 1 Compk. 0.4. Porsorany....s. sygrgswl EDGE SERIES DRAWING V 21 1 GUTTER WITH COATED METAL EDGE DETAIL THIS DETAIL APPLIES TO: Adhered Systems Self- Adhered Systems Mechanically Attached Systems SCALE N.T.S. REMSKON PATE 6-26-17 173 Architectural De ail Drawings IS -YEAR MAX GUARANTEE TPO'ONLY NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE RING SHANK GALVANIZED NAIL @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. AND 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO DECK PRIME SURFACE UNDER TAPE WITH EVERGUARD G TPO PRIMER EVERGUARD6' TPO COVER TAPE REINFORCED EVERGUARD6 MEMBRANE (PERIMETER SHEET IF REQUIRED) .,N ENERGYGUARD- ROOF INSULATION ROOF DECK/SUBSTRATE 1, FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD GTPO SEAM CLEANER AND ALLOW TO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARDGTPO PRIMER BEFORE INSTALLING EVERGUARD6TPO COVER TAPE. 3. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 0 GAFROOF www.gatoom I Paes#0,..07.9, 14YPE.Qmall Er3GE SERIES DRAWING 9 213A COVER TAPE AT ROOF EDGE DETAIL MS SETAA. APRA. TO' Adhered Systems mE.hanically Atteamd Systems Sett - Adhered Systems SCALE N.T.S. REVIStON WE 8-28-17 174 Architecturat Detail Drawings 10-YEAR MAX GUARANTEE TPOONLY I NOTE:I 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC"' FASTENER @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE RING SHANK GALVANIZED NAIL @ (102 mm) O.C. STAGGERED OR DRILL-TEC'" SCREWS 12" (305 mm) O.C. AND 2(52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. WOOD NAILER, 5/4' (31.8 mm) x 4" (102 mm) MIN SECURED TO DECK CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARD°CUT EDGE SEALANT (SEE NOTE 4) EVERGUARD° TPO COVER TAPE PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD0TPO SEAM CLEANER AND ALLOW TO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARD° TPO PRIMER BEFORE INSTALLING EVERGUARD.TPO COVER TAPE. 3. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12, FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. FLEXSEAC CAULK GRADE SEALANT SHOULD BE FEATHERED OUT AND APPLIED TO BOTH INSIDE AND OUTSIDE EDGES. ENSURE PRIMER EXTENDS UNDER FLEXSEACCAULK GRADE SEALANT. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). GAF wworael.corn i Cang4.• prk... Pl....wt. FUME, 'EY-Pr-91414 ROOF EDGE SERIES COLAWROGI• 21 3B COVER TAPE AT ROOF EDGE DETAIL INS KTML, APPLES TO Adhered Systems M.d.mka,,Y ARed,ed SY0.... Set, - Admen! SySIMS SCALE N.T.S. FIEV,SIC. DATE 12-12-17 1 75 73 0 m 0 et '41 at 2 (T. Architectural Detail Drawings 15-YEAR MAX GUARANTEE TPG\ (MILT NOTE] EVERGUARDe TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD° TPO PRIMER GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. . SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUARD"' ROOF INSULATION \WOOD NAILER, 5/4" (31.8 mm) x 4" (102 riirr,) MIN SECURED TO SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD° TPO SEAM CLEANER AND ALLOW TODRY. ONCE DRY, PRIME METAL. AND MEMBRANE WITH EVERGUARD e TPO PRIMER BEFORE INSTALLING EVERGUARDeTPO COVER TAPE. 3. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAf41:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. APPLY EVERGUARD0 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ROOF EDGE SERIES [RAMO I 214A COVER TAPE AT GUTTER EDGE DETAIL MS MAIL APPLES TO. Adhered Systems Mechanically Attached Systems Self - Adhered Systems 0 GAF4EYM-jA4r4 www.gatcom ' Ca7T/l 01036 SCALE N.T.S. TENSION OATS 12-12-17 176 Architectural Detail Drawings 29-YEAR MAX GUARANTEE TPOONLY NOTE: EVERGUARD° TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD TPO PRIMER CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARD*CUT EDGE SEALANT (SEE NOTE 4) GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) O.C. SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUARD' ROOF INSULATION VVOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD° TPO SEAM CLEANER AND ALLOWTO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARD° TPO PRIMER BEFORE INSTALLING EVERGUARD0TPO COVER TAPE. 3. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12, FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. FLEXSEAC CAULK GRADE SEALANT SHOULD BE FEATHERED OUT AND APPLIED TO BOTH INSIDE AND OUTSIDE EDGES. ENSURE PRIMER EXTENDS UNDER FLEXSEACCAULK GRADE SEALANT. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 0 GAFROOF I Cam. Oet. Arstsam. AJ 00050 aYST911"411.4 EDGE SERIES DRAVAIRS 0 214B COVER TAPE AT GUTTER EDGE DETAIL THIS MINE APPLIES TO: Adhered Systems Mechanically Attached Systems Self- Adhered Systems SCALE N.T.S. REVISION DATE 10-3-17 177 Architectural Detail Drawings '29.-YEAR MAX GUARANTEE TPCi'CMLY NOTE:] 24 GAUGE CONT1NOUS HOOK STRIP SECURED WITH DRILL-TEC FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE EVERGUARD° TPO PRIMER CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARCPCUT EDGE SEALANT (SEE NOTE 4) EVERGUARD° TPO COVER TAPE 6(152 mm) WIDE STRIP OF EVERGUARD® DETAILING MEMBRANE HEAT -WELDED OVER LAP JOINTS AND EXTENDED 2" (52 mm) ONTO FIELD MEMBRANE REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD' ROOF INSULATION ROOFQECK/SUBSTRATE WOOD NAILER, 5/4' (31.8 mm) X 4" (102 mm) MIN SECURED TO SUBSTRATE 1, FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY, 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD° TPO SEAM CLEANER AND ALLOWT9 DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARD® TPO PRIMER BEFORE INSTALLING EVERGUARD0TPO COVER TAPE, 3. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. FLEXSEAC CAULK GRADE SEALANT SHOULD BE FEATHERED OUT AND APPLIED TO BOTH INSIDE AND OUTSIDE EDGES, ENSURE PRIMER EXTENDS UNDER FLEXSEACCAULK GRADE SEALANT, 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ® ewrQd ., .., . .. ROOF EDGE SERIES DMMMNO. 215B COVER TAPE OVERLAP AT ROOF EDGE DETAIL PcIORTAILAPPLESTO Adhered System, Mechanically Attached Systems so. Adnetted System GAF' . are c N.T.S. KEW!. DATE 12-12-17 178 Architectural Detail Drawings 20-YEAR MAX GUARANTEE 1110TE:1 PEEL-N-STICK ADHESIVE 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC" FASTENERS @ 12" O.C. (305 mm) CLEAN AND PRIME METAL WITH EVERGUARIT TPO PRIMER AND LET DRY HEAT -WELDED END LAP METAL EDGE EVERGUARDe TPO COVER TAPE HEAT -WELD STRIP HEAT -WELD EDGE EVERGUARDeCUT EDGE SEALANT REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARC ROOF INSULATION ROOF DECKJSUBSTRATE WOOD NAILER, 5/4" X 4" MIN SECURED TO SUBSTRATE 1. EVERGUARDe TPO COVER TAPE HEAT -WELD ONLY TO BE USED WITH EVERGUARDe TPO MEMBRANE. 2. 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 3. PRIME THE METAL ONLY WITH EVERGUARDe TPO PRIMER. DO NOT SPILL PRIMER ON WELDED SEAM AREA. 4, HEAT -WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY) TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO SPEC. 5. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). GAF .o. CO. CnIE. 6.1 igv-PrQuADJ ROOF EDGE SERIES DAMNING dr 21 8 TPO COVER TAPE HEAT -WELD STRIP OVERLAP AT ROOF EDGE DETAIL 1103 OEM -APPLES TO 'Wham! Systarro Mechanically Attached Systems SCALE N.T.S. REVISION DATE 12-12-17 1 79 Architectural Detail Drawings CU b,0 = 44- 4a 0 4) 0 a '20 YEAR MAX GUARANTEE NOTE: CLEAN METAL AND MEMBRANE WITH EVERGUARDJ® TPO SEAM CLEANER AND LET DRY. EVERGUARD e TPO COVER TAPE HEAT -WELD STRIP - 6" (152 mm) END LAP. DO NOT OVERLAP ENDS 4" (102 mm) MIN WIDTH STRIP OF EVERGUARD° TPO DETAILING MEMBRANE EVERGUARD® CUT EDGE SEALANT REINFORCED EVERGUARD® MEMBRANE (PERIMITER SHEET IF REQUIRED) ENEIRGYGUARD ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MINIMUM SECURED TO SUBSTRATE 1. EVERGUARDe TPO COVER TAPE HEAT1NELD STRIP ONLY TO BE USED WITH TPO MEMBRANE SYSTEMS ONLY. 2, PRIME THE METAL ONLY WITH EVERGUARD TPO PRIMER. DO NOT SPILL PRIMER ON WELDED SEAM AREA. 3. HEAT WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY) TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO SPEC. 4. REFER TO DETAIL 218 FOR EVERGUARD® COVER TAPE HEATWELD ROOF EDGE INSTALLATION. 5. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). 6 CYS .1. %AMA ROOF EDGE SERIES DRAWING rl 219 COVER TAPE HEATWELD STRIP END JOINT AT ROOF EDGE DETAIL MIS DETAIL APPLIES TCV Adhered Systems See- Adhered Systems Mechanic:alb/ Attached Systems www.getcom i Como... ftstoanv. KJ OM. SCALE N.T.S. REVISION DATE 12-12-17 180 Architectural Detail Drawings 20-YEAR MAX GUARANTEE NOTE1 EVERGUARD° TPO COVER TAPE HEATWELD STRIP METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD° CUT EDGE SEALANT CLEAN AND PRIME METAL ONLY WITH EVERGUARD°TPO PRIMER AND LET DRY GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) 0.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) 0.C. SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARDe MEMBRANE OR PERIMETER SHEET IF REQ. ROOF DECK/SUBSTRATE ENERGYGUARD" ROOF INSULATION WOOD'NAILER, 5/4" (31.8 mm) X 4" (102 mm) MIN SECURED TO SUBSTRATE 1. EVERGUARD° TPO COVER TAPE HEATWELD STRIP TO BE USED WITH TPO MEMBRANE SYSTEMS ONLY. 2. PRIME THE METAL ONLY WITH EVERGUARD TPO PRIMER* DO NOT SPILL PRIMER ON WELDED SEAM AREA, 3. HEAT WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY) TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO SPEC. 4, REFER TO DETAIL 218 FOR EVERGUARD° COVER TAPE HEATWELD ROOF EDGE INSTALLATION. 5. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. GAPE www.gal.corn I cam. enve ..tosny. NJ Oh. Sigr-guAlA ROOF EDGE SERIES DRANANG II 220 COVER TAPE HEAT -WELD STRIP AT GUTTER EDGE DETAIL THIS DETNL APPLES TO- Adhered Systems Sell • Adhered Systems canically Attached Systems Meh arAi s N.T.S. nWaSida PATS 12-12-17 181 0 m 0 et "41 .2 m ear Architectural Detail Drawings FLASHING KEY Flashing Sheets that are... • 24" o'r less - loose laid • Greater' than 42" - bonding adhesive required \ BACK SIDE EVERGUARDe BONDING ADHESIVE (SEE FLASHING KEY) DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mrn] O.C. FOR BALLASTED SYSTEMS) EAT -WELDED LAP (SEE NOTE #3) REINFORCED EVERGUARDe MEMBRANE ENERGYGUARe ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 5/4" (38.1 rnm) x 4" • (102 mm) MIN. WIDE SECURED TO ' \ DECK (OPTIONAL) ALTERNATE BASE REFER TO EVERGUARD DETAIL 307 \ NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. IF EVERGUARDe FREEDOM'" MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDa DETAIL 115). 4. FOR SELF -ADHERED RAPIDSEAM'u TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330 FOR LAP APPLICATION. .--- --litatl PARAPET WALL & CURB SERIES DRAWING A 303 WALL CAP DETAIL SIAS DETAIL AEA= TO ALL SYSTEMS GAFCVel wvArEgat.CoM 1 EmstIAAE .arcom Menai SCALE N.T.S. REVISE:PE DATE 12-12-17 182 Architectural Detail Drawings • .20-YEAR MAX GUARANTEE 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC" FASTENERS @ 12" (305 mm) O.C. METAL EDGE RING SHANK GALVANIZED NAILS @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. WOOD NAILER 5/4" (38.1 mm) x 4" (102 mm) MIN. SECURED TO DECK EVERGUARDa TPO COVER TAPE PRIME METAL AND MEMBRANE WITH EVERGUARD° TPO PRIMER REINFORCED EVERGUARIi MEMBRANE NOTE: 1. METAL JOINTS ON THE ROOF SIDE CAN BE CAULKED USING EVERGUARIP CUT EDGE SEALANT. DO NOT RUN TAPE UP CANTED METAL OF GRAVEL STOP. 2. EVERGUARD9 TPO COVER TAPE TO BE USED ONLY ON EVERGUARD 6 TPO MEMBRANE SYSTEMS. 3. EVERGUARD° TPO COVER TAPE TO BE USED ONLY ON HORIZONTAL SURFACES, NOT TURNED VERTICALLY. 4. EVERGUARDTh TPO COVER TAPE HEAT -WELD USED FOR LONGER GUARANTEES. 5. IF EVERGUARIf FREEDOM"' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 6, APPLY EVERGUARDE° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD DETAIL 115). GAF www.garxem ,Campnon.... elmakkgrA PARAPET WALL & CURB SERIES DRAINING* 316 PARAPET WALL WITH METAL EDGE AND TPO COVER TAPE DETAIL . Tin DETAIL APPLIES TO: ALL SYSTEMS *CALE N.T.S. REVISION DATE 12-12-17 183 - Architectural Detail Drawings 3 Un C +4, (5W m NOTE: REFERENCE ACCEPTABLE EVERGUARD° VERTICAL TERMANTION DETAIL REINFORCED EVERGUARDe MEMBRANE RAN VERTICALLY UP WALL - 5' (153 mm) WIDE DRILL-TEC"' FASTENERS 12" (305 mm) O.C. (NOT REQUIRED WITH SELF -ADHERED MEMBRANE) DRILL-TEe PLATES & SCREWS 12(305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELD LAPS REINFORCED EVERGUARD® MEMBRANE (PERIMETER SHEET OF REQUIRED) ENERGYGUARD'w ROOF INSULATION ROOF OECK/SUBSTRATE WOOD NAILEI, 5/4" X 4" (31.8 mm x 102 mm) MIN. SECURED TO DECK 1. DETAIL TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECIFICATION CONTAINING REQUIREMENTS FOR NAILERS, INSULATION ETC. 2. VERTICAL FLASHINGS TO BE FULLY ADHERED (MANDATORY). 3. SELF ADHERED MEMBRANE MAY BE BONDED DIRECTLY TO AN ACCEPTABLE VERTICAL SUBSTRATE PRIMED WITH EVERGUARD° TPO PRIMER. 4. FOR SELF -ADHERED RAPIDSEAW TECHNOLOGY SYSTEMS, UP TO 10-YR. MAXIMUM GUARANTEE ONLY. 5. FOR SELF -ADHERED HEAT -WELDED SYSTEMS, UP TO 15-YR. MAXIMUM GUARANTEE ONLY. 6. APPLY EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARCP DETAIL 115). GAFPARAPET 1361 Nps Rd, Wayne, Kt 07410 www.gatcom igr.P.mgr...1 WALL & CURB SERIES DRAWING X 31 7 ALTERNATE HIGH WALL FLASHING DETAIL MS MAIL APPLES TO Adhered Systems Ballast Applied Systems Mechanically Attached Systems Sell - Adhered Systems SCALE N.T.S. REVISION DATE 6-26-17 1 84 Architectural Detail Drawings REFERENCE EVERGUARD DETAIL 317D FOR VERTICAL SHEET LAYOUT REFERENCE EVERGUARD° 300 SERIES PARAPET WALL AND CURB DETAILS FOR TERMINATION EVERGUARD° BONDING ADHESIVE REQUIRED DRILL-TEC' PLATES & SCREWS FASTENED 12" (305 mm) O.C. VERTICALLY UP WALL REINFORCED 10' (3.05 m) WIDE EVERGUAREP MEMBRANE -RUN MEMBRANE WIDTH VERTICALLY UP AND OVER WALL HEAT -WELD LAPS REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. MUST BE FASTENED VERTICALLY ON THE WALL A MINIMUM 10' (3.05 m) FROM ALL ENDS OR CORNERS OF WALL, THEN MAX 20' (6.10 In) THEREAFTER. DRILL-TEC' FASTENERS SPACED 12' (305 mm) O.C. 2. MAX PARAPET WALL HEIGHT NOT TO EXCEED THE WIDTH OF A 10' (3.05 m) SHEET. PARAPET WALL SHOULD BE NO TALLER THAN 9' (2.74 m) TO USE A FULL 10(3.05 m) SHEET OF MEMBRANE AS FLASHING. 3. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). PARAPET WALL & CURB SERIES ORAWNO I 317AWasted HIGH WALL FLASHING DETAIL 1 0' (3.05 m) WIDE SHEETS TIOS OCTAII. APP1.1213 TO Adhered System SyVerm s Madvnicalty Attached System, w.we. g el. corn er...E N.T.S. Rs/mem DATE 6-26-17 185 Architectural Detail Drawings 1. MECHANICAL RMINATION 2, MECHANICAL TERMINATION 3. MECHANI FLEXSEAC CAULK GRADE SEALANT DRILL-TEC" TERMINATION BAR FASTENED 12" (305 mm) O.0 (OPTIONAL) METAL COUNTERFLASHING (MAY BE FACE MOUNTED ALSO) EVERGUARD° BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD6 MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL. FLEXSEAL-CAULK GRADE SEALANT DRILL-TEC- FASTENERS 12" (305 mm) O.C. ,METAL SURFACE MOUNTED COUNTERFLASHING DRILL-TEC- FASTENERS 12° (305 mm) EVERGUARD. BONDING ADHESIVE (OPTIONAL) REINFORCEIIEVERGUARCP MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL. FLEXSEAL CAULK GRADE SEALANT EVERGUARD® WATER -BLOCK OR FLEXSEAC" CAULK GRADE SEALANT DRILL-TEC TERMINATION BAR DRILL-TEC- FASTENERS 6" (152 mm) O.C. EVERGUARD° BONDING ADHESIVE (OPTION REINFORCED EVERGUARD* MEMBRANE TERMINATION (15-YR MAX GUARANTEE) 8 PARAPET WALL A CURB SERIES DRAWING a 318A TERMINATION DETAIL 1-3 Toe DETAIL AMES TO: ALL SYSTEMS (AE4E1-?!.-%440 ...coat corn I Cam. OM Plr•Wwv, ft/ VW qr. r N.T.S. REVISION DATE 6-20-16 186 Architectural Detail Drawings 20 YEAR MAX GUARANTEE 4. COPING STONE TERMINATION 5. CAP FLASHING TERMINATION MORTAR (BY OTHERS) COPING STONE (BY OTHERS) EVERGUARDe WATER BLOCK REINFORCED EVERGUARDe MEMBRANE EVERGUAREP BONDING ADHESIVE (OPTIONAL) METAL CAP (BY OTHERS) DRILL-TEC -FASTENERS 12" (305 mm) O.C. EVERGUARDe BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARDe MEMBRANE 6 av-qr----4qrs1 PARAPET WALL & CURB SERIES IMAW I NO II 318B TERMINATION DETAILS 4 & 5 11.3 OF T M. APPLES TO. ALL SYSTEMS veww.g0f.com I Cam 0.1. ftvme, WO/. SC.LE N.T.S. RENS!. OArE 12-12-17 187 Architectural Detail Drawings EVERGUARD° WATER BLOCK EXISTING METAL COUNTERFLASHING WITH ATTACHMENT EVERGUARD° BONDING ADHESIVE REINFORCED EVERGUARD° MEMBRANE REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DEK/SUBSTRATE DRILL-TEC' PLATES & SCREWS 12" O.C. FOR BA SYSTEMS 6" O.C. WOOD NAILER, 5/4" X 4" MIN. WIDE SECURED TO DECK 'NOTE: I 1. ADD BALLAST PER SPEC FOR BALLASTED SYSTEMS. 2. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD DETAIL 115). GAF 1361 Alps Rd. Wayne, NJ 07470 www.getcom avolcgttord PARAPET WALL & CURB SERIES DRAWING It 319 COUNTERFLASHING RE —ROOF DETAIL THIS DEO& ARMES TO aalltht APPIVZIn. Mechanically Attached Systems SCALE N.T.S. REVISION DATE 6-26-17 188 Architectural Detail Drawings REAR VIEW OF SCUPPER REINFORCED EVERGUARD® MEMBRANE NOTE: REINFORCED EVERGUARD° MEMBRANE PREMANUFACTURED EVERGUARDC TPO SCUPPER FASTENED WITH 4 FASTENERS OR 12" (305 mm) O.C. DRILL-TEC'FASTENERS 12" (305 mm) O.C. FOR BA SYSTEMS 6" (152 mm) O.C. REINFORCED EVERGUARD® MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD ROOF INSULATION ROOF DECK/SUBSTRATE 'CONTINUOUS PERIMETER HEAT -WELDED LAP 1. DETAIL TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECIFICATION CONTAINING REQUIREMENTS FOR NAILERS, INSULATION ETC. 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 3. FOR SELF -ADHERED RAPIDSEAMTM TECHNOLOGY SYSTEMS, SEE EVERGUARD®DETAIL 330 FOR LAP APPLICATION. 4. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 5. SCUPPER MUST ALSO BE SEALED ON OUTSIDE WALL. 6. FOR ALTERNATE BASE ATTACHMENT, REFER 70 EVERGUARDf DETAIL 307. "'��(� PA�!`PiE.ly,,,ua' CURB SERIES DemettOY 324 SCUPPER - PREMANUFACTURED Met DETAIL APPLIES TO: Adhered Systems Mechanically AttacBallasted hed See - Adhered Systems (Heat -Weld Only) www.gef.mm t CampusPa.., N. 1 SOME N.T.S. REVISION DATE 12-12-17 189 4. Architectural Detail Drawings REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELDED LAP EVERGUARCP PREFORMED UNIVERSAL CORNER - HEAT -WELDED CORNER -WELD OR HEAT -WELD MEMBRANE PIECE TO MEMBRANE FLASHING HEAT -WELDED LAP DRILL-TEC' PLATES & SCREWS 12" (305mm) O.C. (6" [152mm] O.C. FOR BALLASTED SYSTEMS) ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 4. FLASHINGS MAY BE ADHERED OR INSTALLED DRY. SEE MANUAL FOR DIMENSIONS. 5. INSIDE CORNERS MAY ALSO BE FIELD -FABRICATED USING UNREINFORCED MEMBRANE. 8. APPLY EVERGUAREP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARCe DETAIL 115). 'I'' 4EYRr---14.40 PARAPET WALL 8. CURB SERIES DRAWING It 327A INSIDE CORNER REINFORCMENT- PREFORMED CORNER DETAIL TNISOUTAft. WISEST* ALL SYSTEMS p....1414, e.ret F. N.T.S. REVMONOATE 12-12-17 190 Architectural Detail Drawings REINFORCED EVERGUARD° TPO MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELD MEMBRANE PIECE TO MEMBRANE FLASHING EVERGUARD° TPO PREFORMED INSIDE CORNER HEAT -WELDED HEAT -WELDED LAP HEAT -WELDED LAP DRILL-TEC" PLATES 8 SCREWS 12(305 mm) O.C. (6" (152 mml O.C. FOR BALLASTED SYSTEMS) WOOD NAILER, 5/4" (31.8 mm x 4" (102 mm) MIN, WIDE SECURED TO DECK (OPTIONAL) ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8' (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. FLASHINGS MAY BE ADHERED OR INSTALLED DRY. SEE SPEC FOR DIMENSIONS. 3. KEEP FASTENERS BACK FROM CORNER 6" (152 mm) MAX. IN BOTH HORIZONTAL AND VERTICAL. APPLICATIONS. 4, 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 5. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 6. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). DAMNING 1 ElicIrG-, ----R40 PARAPET WALL 84 327B INSIDE CORNER REINFORCEMENT - PREFORMED CORNER DETAIL ALL SYSTEMS CURB SERIES .7"."' * SCALE REVISION DATE N.T.S. 10-3-17 191 Architectural Detail Drawings 3 tn "0 C +0 (L) — *APPROX. 8(203 mm* FOLD LINE CUT A SECTION OF NON -REINFORCED MEMBRANE EVERGUARD° MEMBPANE. FOLD ALONG SURFACE LINE AS INDICATED. \ • NOTE: MEMBRANE UNDERSIDE UNFOLD PIECE FOLD CORNER HEAT -WELD AREA AS SHOWN ":001,7" FIELD FABRICATED INSIDE RE( o‘F‘ IE7E./hUA6 MEMBRANE (PERIMETER CORNER HEAT WELDED IN CORNER HEET IF REQUIRED) 1. FOR INSULATION THICKNESS GREATER THAN 8° (203 MM), A HARD BOARD IS REQUIRED ON \ MECHANICAL SYSTEMS ONLY. 2. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 3. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED, 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). a'amrpmaro PARAPET WALL 8. CURB SERIES ORAWM aGAF 327D INSIDE CORNER REINFORCEMENT - FIELD FABRICATION DETAIL TIPS DETAlL APPLIES TO ALL SYSTEMS SCALE N.T.S. RE8726—°17 192 Architectural Detail Drawings REINFORCED EVERGUARD MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) DRILL-TEC PLATES SCREWS 12" (305 mm) O.C. (6" (152 mm] O.C. FOR BALLASTED SYSTEMS) REINFORCED EVERGUARCP MEMBRANE CONTINUOUS HEAT -WELDED LAP AND ALL SEGMENTS ONE PIECE FOLD WITH PIG EAR (DO NOT CUT) ALL SEGMENTS MUST BE WELDED TO THE VERTICAL FLASHINGS REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEETIF REQUIRED) NOTE: 1, ALL SEGMENTS OF THE EAR MUST BE WELDED TOGETHER AND WELDED TO THE WALL 2. CHECK SYSTEM SPEC FOR GUIDELINES ON ADHERING FLASHINGS, 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4. IF EVERGUARDe FREEDOMMEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 5. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ..w..,gefcom 1 Golan Wm. ,vore, RJ art. )51-c4-11014 PARAPET WALL & CURB SERIES ORPAPIPIO P 328A INSIDE CORNER FABRICATION - 2 STEP "PIG EAR" UP DETAIL MI DEPPYL APPLES To- ALL SYSTEMS KALE N.T.S. R !VS!. OATE 6-27-17 193 Architectural Detail Drawings ',„1 PIECE METHOD 2 PIECE METHOD NOTE:I CURB OR WALL REINFORCED EVERGUARD° MEMBRANE ONE PIECE FOLD WITH PIG EAR (DO NOT CUT) ALL SEGMENTS MUST BE WELDED DOWN EVERGUARD° T-JOINT PATCH AT MEMBRANE OVERLAP HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) CURB OR WALL REINFORCED EVERGUARD° MEMBRANE ONE PIECE FOLD WITH PIG EAR (DO NOT CUT) ALL SEGMENTS MUST BE WELDED DOWN EVERGUARD° T-JOINT PATCH AT MEMBRANE OVERLAP HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) 1, ALL SEGMENTS OF THE EAR MUST BE WELDED TOGETHER AND WELDED TO THE WALL 2. CHECK SYSTEM SPEC FOR GUIDELINES ON ADHERING FLASHINGS. 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON \ MECHANICAL SYSTEMS ONLY. 4, IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED, 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 46vorind PARAPET WALL 8. CURB SERIES 328B INSIDE CORNER FABRICATION - "PIG EAR" DOWN DETAIL MIS OETNA. APPLIES TO ALL SYSTEMS '''''7.= S CALE N.T.S. 6-28-17 194 Architectural Detail Drawings ..•.':I'.1::::'.....,......,. .. . . •::::::::::::::::::::::::::::::1::ii::::.z:::'• ....,.:*.. '.F-.V.' •.:',N.'; ....,,,,,,,,........,......,,,.„........,..............,..,.... .f/..1.:::.:71'....' ...-...•:::::.:.,,y . . ... . ........ ......... ::;::::::::::;:.' ::::::.... ....,....,......'''........,.....,,,,........,....,.... :.•::::::',...:4'.:::,:::::..y.,* .......-....:.:.:::7' :".'4:::::::',..:''' .......................,...•:.0.,, ,., P.' .............................................................. .... ." •."." • • ".- "'"" • i ... ......................... :.:1:::•:::.';',':'..:.;.'::•..•.'...' ''il.:::::::::',:::',.:::.:::::::::::::::::',.••.,.. ..;,::...:5'../ ii/tfifll ••••••••••••-•••••••••••••••• iiiii;1, •,-;,-.......:::,:::.:...-- ,...,.....,:ile,iiiiiiii'ilililif L.1.!.0: ...................•::::::::.•.•.•."::::::::." . .................":..... .........:........:. .............. .. . .................................. 4'4'1 l'I'' .*:.•::::.•.•::.•:::.•.•.•.• • ' • .................................... REFER TO PARAPET AND WALL DETAIL FOR TERMINATION HEAT WELDED LAP REINFORCED EVERGUARe MEMBRANE (PERIMETER SHEET IF REQUIRED) EVERGUARDe PREFORMED CORNER ....... ............ ......... ......................... .............. ....... . " . . . . . . . . NOTE: .......... • " HEAT -WELDED LAP 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 awn), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUARD° FREEDOM'M MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. FLASHINGS MAY BE ADHERED OR INSTALLED DRY. SEE SPEC FOR DIRECTIONS. 4. KEEP FASTENERS BACK FROM CORNER 6" (152 mm) MAX. IN BOTH HORIZONTAL AND VERTICAL APPLICATIONS. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). • .'.'.'.'.'.'.' STEP 1 STEP 2 ALTERNATE WALL/CURB ATTACHMENT GAF ® I Con* Gm. F..c..../ nu a ros.. SygrayArg PARAPET WALL 8. CURB SERIES DRAWING., 329A OUTSIDE CORNER REINFORCEMENT - PREFORMED CORNER DETAIL ALL SYSTEMS CA r:1L'E. S. REZ7-77 195 Architectural Detail Drawings REFERENCE EVERGUARDePARAPET WALL 8, CURB FLASHING DETAILS (300 SERIES) FOR WALL OR CURB TERMINATION DRILL-TEd" FASTENERS AND PLATES 12" (305 mm) O.C. EVERGUARD° BONDING ADHESIVE (OPTIONAL) HEAT -WELDED LAP HEAT -WELD EXPANSION JOINT FLANGE TO WALL FLASHING ADJACENT TO BELLOWS TO HOLD PROPER ELEVATION FACTORY FABRICATED EVERGUARDe EXPANSION JOINT COVER RUN EVERGUARL FACTORY FABRICATED TPO EXPANSION JOINT COVER OVER FIELD SHEET AND WELD TACK WELD INTERMITTENTLY BETWEEN FASTENERS TO HOLD IN PLACE WHILE INSTALLING TAPERED EDGE STRIP DRILL-TEe FASTENERS AND PLATES 12" (305 mm) O.C. (6" [152 mm] O.C. FOR BALLAST SYSTEM) HEAT -WELDED LAP EVERGUARDTPO CUT EDGE SEALANT REINFORCED EVERGUARDe MEMBRANE ENERGYGUARWROOF INSULATION 1111111111111111.11 /ROOF DECK/SUBSTRATE NOTE: WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN FOAIVI.EXTENDS 3" (76 mm) INTO OPENING COMPRESSIBLE ROD/BATT INSULATION FIELD MEMBRANE SHOULD RUN INTO THE EXPANSION JOINT AND CONTINUE UP THE WALL AND TERMINATE AS INDICATED 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2, APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD0 DETAIL 115). 8 CVg Eg-441.9 EXPANSION JOINT SERIES 403A TPO FACTORY FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE ALL SYSTEMS Maw.* SCALE N.T.S. TPO ONLY R EMDIAT6E 196 Architectural Detail, Drawings NOTE: REFERENCE EVERGUARDePARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR WALL OR CURB TERMINATION REINFORCED EVERGUARD° MEMBRANE EVERGUARD° BONDING ADHESIVE (OPTIONAL) HEAT -WELDED LAP DRILL-TEC" FASTENERS AND PLATES 12" (305 mm) O.C. FOR BALLASTED SYSTEMS BACKER ROD 1-1/2 TIMES THE OPENING EVERGUARD° MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUAREf MEMBRANE ENERGYGUAR0" ROOF INSULATION ROOF, DECK/SUBSTRATE WOOD NAILER 5/4" x 4" (31.8 mm x 102 mm) MIN. SECURED TO DECK BAIT INSULATION 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. FIELD -FABRICATED EXPANSION JOINT SHOULD USE A SMOOTH BACKED MEMBRANE. 3. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). GM " ....n.g.r... , Trnue Om, )5q."9114 di EXPANSION JOINT SERIES DRAWING a 403B FIELD FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE THIS DETAIL APPLES TO ALL SYSTEMS N.T.S. 721-76' 1 97 Architectural Detail Drawings NOTE: R.T.U. GALVANIZED ROOF NAILS AT 12" (305 mm) O.C. MAX WOOD NAILER THICKNESS OF INSULATION INSULATED METAL CURB ENERGYGUARD' ROOF INSULATION REINFORCED EVERGUARDe MEMBRANE DRILL-TECT" FASTENERS 12" (305 mm) O.C. HEAT -WELDED LAP EVERGUARDTPO CUT EDGE SEALANT REINFORCED EVERGUARDC MEMBRANE ENERGYGUARD'" ROOF INSULATION ROOF DECK/SUBSTRATE REFERENCE'EVERGUARD° PARAPET WALL CURB FLASHING DETAILS (300 SERIES) FOR BASE TERMINATION 1, FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REOUIRED,ON MECHANICAL SYSTEMS ONLY. 2. FOR SELF -ADHERED RAPIDSEAMT" TECHNOLOGY SYSTEMS, SEE EVERGUARDS DETAIL 330`FOR LAP APPLICATION. 3. IF EVERGUARD® FREEDOM" MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WAI‘..L. MUST BE PRIMED. 4, APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115), 0 Cam".9-14,40 ROOF PENETRATION SERIES DRAWING II 503A TERMINATION AT R.T.U. WITH WELDED LAP DETAIL TI113 DETAIL APPLIES TO ALL SYSTEMS wswi.get.eom I CamAA 0. SCALE N.T.S. REVISION DATE 6-21-16 198 Architectural Detail Drawings - NOTE: R.T.U. DRILL-TEC' FASTENERS 12" (305 mm) 0.0 MAX WOOD NAILER METAL COUNTERFLASHING OR SLIP FLASHING BY OTHERS 3" (76.2 mm) MIN. FACE. INSULATED METAL CURB ENERGYGUART ROOF INSULATION WOOD NAILER, 5/4" (38.1 mm) x 4" (102 mm) MIN. (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE DRILL-TEC' FASTENERS 12" (305 mm) O.C. HEAT -WELD REINFORCED EVERGUARD° MEMBRANE DRILL-TEC FASTENERS 12" (305 mm) O.C. OR 8" O.C. (203 mm) FOR BALLASTED ENERGYGUARD'" ROOF INSULATION ROOF DECK/SUBSTRATE REFERENCE EVERGUARD° PARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR BASE TERMINATION 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED. 2. FOR SELF -ADHERED RAPIDSEAM' TECHNOLOGY SYSTEMS, SEE EVERGUARD° DETAIL 330 FOR LAP APPLICATION. 3. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). GAF )51-C19-44A ROOF PENETRATION SERIES DRAWING M 503B TERMINATION AT EXISTING R.T.U. WITH COUNTERFLASHING DETAIL MI3 DETAIL APPUE3 TO ALL SYSTEMS SCALE N.T.S. R e'671 -D'AI;E 199 0 0 -0 CD M in 9 0 3 Architectural Detail Drawings c 0 .476 fa 141) 4.1 el a) C) 14.• 0 0 ROOF HATCH BY OTHERS SOLID BACKER ROD 50% LARGER THAN OPENING MEMBRANE MUST BE ON THREE SIDES OF HATCH OPENING EVERGUARD° ADHESIVE (OPTIONAL) REINFORCED EVERGUARD® MEMBRANE DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mml O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP NOTE: WALKVV‘ AY PAD REQ. AT ROOF ACCESS ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUAROe FREEDOM MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUSTBE PRIMED. 3. FOR SELF -ADHERED RAPIDSEAMTECHNOLOGY SYSTEMS, SEE EVERGUARDe DETAIL 330 FOR LAP APPLICATION, 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). wWW.riatOntrt Campo* P,Ssa. emy...10705. CyprP. ..orrd ROOF PENETRATION SERIES (DRAWING if 505 ROOF HATCH DETAIL OET/OL APPLIES TO: ALL SYSTEMS SCALE N.T.S. Re1410. ATE 6-21-16 200 Architectural Detail Drawings ALTERNATE INSTALLATION SEE NOTE #2 EVERGUARD°PREMOLDED VENT BOOT TARGET MADE FROM EVERGUARD° TPO MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEAC CAULK GRADE SEALANT EVERGUARD° WATER BLOCK OR FLEXSEAlf. CAULK GRADE SEALANT EVERGUARDPREMOLDED VENT BOOT DRILL-TEC' PLATES & SCREWS 4 PER PENETRATION HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE 11111111=1111111IMMEMMI MI INIMENIMINIMIIIIMENEMI NOTE: ENERGYGUARD ROOF INSULATION ROOF DECK/SUBSTRATE 1. DO NOT CUT SIDE OF PREMOLDED BOOT. IT MUST BE PULLED OVER VENT PIPE. 2. IF THE PLATES AND FASTENERS INTRUDE INTO BOOT FLANGE AREA, THEN A TARGET MUST FIRST BE INSTALLED OVER PLATES AND FASTENERS BEFORE BOOT INSTALLATION. 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm). A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). GAF www.gef scorn ft="47410ms. 1gtQuatl ROOF PENETRA—TION SERIES DRAWING* 506A PREMOLDED VENT BOOT FLASHING DETAIL THIS DMA APPLES TO, ALL SYSTEMS 42011P N.T.S. RonSIONDATE 6-26-17 201 Architectural Detail Drawings .t....4$.7.4.-1.4.. ...,,,, . . tf...tvittt . ' PLAN VIEW INOTE:1 TARGET MADE FROM EVERGUAREP MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEAC" CAULK GRADE SEALANT EVERGUARD° WATER -BLOCK OR SEALANT EVERGUARe BONDING ADHESIVE (OPTIONAL) EVERGUARD" DETAIL MEMBRANE DRILL-TEC' PLATES & SCREWS 4 PER PENETRATION EVERGUARDe MEMBRANE TARGET 1/2" UP PIPE HEAT -WELDED LAP REINFORCED EVERGUARD" MEMBRANE ROOF DECK/SUBSTRATE ENERGYGUAReROOF INSULATION 1. FOR INSULATION THICKNESS GREATER THAN 8° (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. APPLY HEAT TO UNREINFORCED DETAIL MEMBRANE AND FORM BY HAND PRIOR TO HOT AIR WELDING. 3. APPLY EVERGUARDI)TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 8 GM www.gotcom I Canwa OrNeu INNIOsarty. kJ Ondoi Zw.r.gmull ROOF PENETRATION SERIES DRAWING 0 507 HELD -WRAPPED PENETRATION FLASHING DETAIL INS DETAIL ARMES TO: ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 202 Architectural Detail Drawings PLAN VIEW NOTE: TARGET MADE FROM EVERGUARD° MEMBRANE STAINLESS STEEL CLAMP HIGH TEMPERATURE PIPE STACK RAIN HOOD EVERGUARD° BONDING ADHESIVE (OPTIONAL) EVERGUARD° WATER -BLOCK OR FLEX SEAL CAULK GRADE 24 GA, GALV. PAN EVERGUARD° FLASHING MEMBRANE WOOD NAILER, 5/4" (38.1 mm) x 4" (102 mm) MIN. WIDE SECURED TO DECK (OPTION) DRILL-TEC'" PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mm] O,C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP EVERGUARD° MEMBRANE TARGET (SEE ABOVE) REINFORCED EVERGUARD° MEMBRANE 7/ ROOF DECK/SUBSTRATE ENERGYGUARD" ROOF 1. TO BE USED WHEN TEMPERATURE OF STACK EXCEEDS 160° F. INSULATION 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 3. APPLY HEAT TO DETAIL MEMBRANE AND FORM BY HAND PRIOR TO INSTALLING. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). wwweal.own Dm, 610199.40 ROOF PENETRATION SERIES DRAWING. 508 HIGH TEMPERATURE STACK FLASHING DETAIL WAS DETAIL APPLIES Ift) ALL SYSTEMS AMR N.T.S. RENSUON PATE 12-12-17 _J 203 .01 Architectural Detail Drawings NOTE: ROOF PROJECTION EVERGUARD° COATED METAL VERGUARD° POURABLE SEALANT QUICK -SET NON -SHRINK GROUT EVERGUARD° UNIVERSAL CORNER OR UNREINFORCED CORNER 4" (102 mm) FLANGE WITH HEMMED EDGE FASTENED 12" (305 mm) O.C. W/ DRILL-TEC' FASTENERS OR MIN. 4 PER BOX. HEAT -WELDED LAP (SEE NOTE #5) EVERGUARD° 6" (152 mm) WIDE FLASHING STRIP HEAT -WELDED REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. BEND EVERGUARD° COATED METAL TO FORM A SEALANT BOX AS SHOWN. STRIP -IN VERTICAL SEAM WHERE BOX IS JOINED TOGETHER. 3. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS, ALLOW 1" (25.4 mm) BETWEEN PROJECTION AND BOX. 4. INSIDE SURFACE OF EVERGUARD° COATED METAL SEALANT BOX (BARE METAL SIDE) MUST BE CLEAN AND DRY BEFORE SEALANT IS APPLIED. 5. EXISTING PROJECTION MUST BE CLEANED AND FREE OF ANY INSULATING MATERIALS. 6. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 7. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). 8afgrgvard GAF www.gatcorn I Carmen Ohm I....co.y. KI On. ROOF PENETRATION SERIES °RAMO X 509 COATED METAL SEALANT BOX PENETRATION FLASHING THIS DETAS. APPLIES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 204 Architectural Detail Drawings r L NOTE: WOOD BLOCKING EVERGUARD6 WALKWAY PAD CONTINUOUS UNDER BLOCKING WOOD REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. IF THE INSULATION COMPRESSIVE STRENGTH IS INSUFFIENT FOR THE EQUIPMENT WEIGHT, INSTALL WOOD UNDER THE EQUIPMENT CARRYING SLEEPER, MATCHING THE HEIGHT OF THE INSULATION. SzvEP.m.offl ROOF PENETRATION SERIES IlikAVittiCi 511 EXPOSED WOOD EQUIPMENT SUPPORT SLEEPER DETAIL 11115 OFTML APPUES Adhertd SYAM.S Sellested Systems Mechankefly Attached Systems Sell •• Adhered Systems TnPosite Systems SCALE N.T.S. REVIS+DAI DATE 5-26-16 205 Architectural Detail Drawings frail KA I ri INFAM. =TPA El 111111111111111MM MI MI 1111M111111= ir r NOTE: EQUIPMENT SUPPORT BRACKET FLEXSEAL CAULK GRADE SEALANT EQUIPMENT SUPPORT SECURED TO DECK EVERGUARDe BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARDe MEMBRANE DRILL-TEC.' PLATES & SCREWS 12" (305 mm) O.C. (6[152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP REINFORCED EVERGUARD® MEMBRANE HEAT -WELDED LAP (SEE EVERGUARD° DETAIL 330 FOR SELF- ADHERED SYSTEMS) ENERGYGUARD'' ROOF INSULATION ROOFDECK/SUBSTRATE 1.FOR INSULATION THICKNESS GREATER THAN 8' (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 4Y-"91401 ROOF PENETRATION SERIES 0...11,13 • 512 CONCEALED WOOD EQUIPMENT SUPPORT DETAIL TMO OCTAII. AOMMIES TO ALL SYSTEMS www.gatOlfo I Can...0... SCALX N.T.S. REVOOOft DOE 6-21-16 206 Architectural Detail Drawings -." DRAIN STRAINER DRAIN CLAMP RING TOPCOATC FLEXSEAL CAULK GRADE OR EVERGUARDG WATERBLOCK REINFORCED EVERGUARCP MEMBRANE ENERGYGUARD- TAPERED INSULATION ENERGYGUARD-ROOF INSULATION ROOF 'DECK/SUBSTRATE NOTE: 1. A FIELD WELD CANNOT PASS WITHIN 9" (227 mm) OF THE CLAMPING, OR WITHIN THE DRAIN SUMP ITSELF. 2, MEMBRANE MUST EXTEND MINIMUM 1" (25.4 mm) BEYOND THE BOLT HOLES. THE CLAMPING RING BOLTS MUST PENETRATE THE MEMBRANE, 3. TAPERED INSULATION TO CREATE A ROOF SUMP MINIMUM 36- (0.914 m) x 36" (0.914 m) IN SIZE. (IF APPLICABLE). 4. USE ONE FULL TUBE OF FLEXSEAL- CAULK GRADE SEALANT OR EVERGUARD WATER BLOCK PER DRAIN. 5. ASPHALT OR STONE PAVER MUST STOP AT DRAIN TAPER. vnr.v.g.I.COrn evr49.morA ROOF PENETRATION SERIES DRAWING or 513 DRAIN -STANDARD ROOF DRAIN FLASHING DETAIL TWO DETAIL AMES TO. ALL SYSTEMS 5C.,41 N.T.S. REVISIONOME 6-21-16 0 e), C7 "V (DrD 14 0 207 Architectural Detail Drawings 4.1 , (1) C 4.1 ww CL 44- 0 0 1/4" x 6(6 mm X 152 mm) LAG SCREW CAST ALUMINUM ALLOY STRAINER DOME 4" (102 mm) TPO COATED METAL WELDABLE FLANGE MIN 2" (51 mm) HEAT WELD LAP DRILL-TEC"' FASTENER MIN. 4 PER DRAIN REINFORCED EVERGUARD° TPO MEMBRANE ENERGYGUARD'" ROOF INSULATION ROOF DECK/SUBSTRATE EXISTING DRAIN PIPE DRAIN SEAL 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRIS THROUGH THE LENGTH OF THE TUBE TO ENSURE PROPER SEAL. NOTE: 2. EVERGUARD° PRE FABRICATED DRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN, 3, REFER TO PRODUCT APPLICATION INSTRUCTIONS FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ' 1361 AlpSRd. Wayno. NJ 07470 ww. gaf.com IIVMQM4rX1 ROOF PENETRATION SERIES DRAWING XGAF 514 DRAIN - EVERGUARD TPO COATED DRAIN DETAIL 1105 061,11. APFIJES TO ALL SYSTEMS W,....E N.T.S. REV'S.). OVE 12.12-17 208 Architectural Detail Drawings INOTEI CAST ALUMINUM ALLOY STRAINER DOME 4" (102 mm) COATED METAL WELDABLE FLANGE MIN 2" (51 mm) HEAT WELD LAP DRILL-TEC' FASTENER MIN. 4 PER DRAIN REINFORCED EVERGUARD° 7-- MEMBRANE ENERGYGUARDROOF INSULATION ROOF DECK/SUBSTRATE EXISTING DRAIN PIPE U-FLOW SEAL BODY 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRIS THROUGH THE LENGTH OF THE TUBE TO ENSURE PROPER SEAL, 2. HERCULES° RETRODRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN. 3. REFER TO PRODUCT APPLICATION INSTRUCTIONS FOR DRAIN PIPE SECUREMENT, 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 0 0 0 'V (I) pt. r+ 111 0 • ROOF PENETRATION SERIES [MANG As 51 5 DRAIN - HERCULES'' COATED METAL DRAIN DETAIL lies DETAIL APPLIES TO, ALL SYSTEMS GAFev...gr.i.I.00 www.ortf.com Towson, PO SOW N.T.S. RE VIS.I CATE 12-12-17 209 - Architectural Detail Drawings WING NUT HAND TIGHTENED OMG' RED VORTEX BREAKER CAST ALUMINUM ALLOY STRAINER DOME 4" (102 mm) COATED METAL WELDABLE FLANGE MIN 2" (51 mm) HEAT WELD LAP DRILL-TEC-FASTENER MIN. 4 PER DRAIN REINFORCED EVERGUARD° MEMBRANE ENERGYGUARU" ROOF INSULATION ROOF DECKJSUBSTRATE • I NOTE:I EXISTING DRAIN PIPE OMGe SPEEDTITE' MECHANICAL'SEAL 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRIS THE LENGTH OF THE TUBE TO ENSURE PROPER SEAL. 2. OMG ° SPEEDTITE" DRAIN CAN ONLY BE USED AS A RETROFIT DRAIN, 3. REFER TO PRODUCT APPLICATION INSTRUCTION FOR DRAIN PIPE SECUREMENT. • 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). argigkoml ROOF PENETRATION SERIES ORTOOTO) 0 61 6 DRAIN - OMG® SPEEDTITE' COATED METAL DRAIN DETAIL TM OEVoL Avou¢3 TO SYSTEMS GAFALL wrov.pal.corn 1 canon Elmo P...cconT, PO Mo. SCALE N.T.S. REoMeON DATE 12-12-17 Architectural Detail Drawings NOTE: DRAIN SUMP BOUNDARY DRAIN BASE UNREINFORCED MEMBRANE FIELD MEMBRANE CUT TO LAY FLAT IN SUMP AREA DRAIN CLAMPING MIN, 1-1/2" (38.1 mm) WIDE HEAT -WELD 1. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). CUT SECTION OF UNREINFORCED MEMBRANE AS SHOWN AND POSITIONED INTO DRAIN SUMP. EXTEND MEMBRANE OUT OF DRAIN SUMP APPROX. 6" (152 mm). , ............. MIN. 1-1/2" (38.1 mm) WIDE HEAT -WELD • .. • . • . e „ . EXTEND REINFORCED EVERGUARD® MEMBRANE ONTO MEMBRANE SECTION POSITIONED AT DRAIN SUMP AND CUT AS SHOWN TO LAY FLAT IN SUMP, HOT AIR WELD A MIN.OF 2" (52 mm) COMPLETELY SURROUNDING AREA. Cmo. 6440. ROOF PENETRATION SERIES DRAWNO. 51 8 DRAIN- SEVERE SUMP TARGET MIS DETNI. APP{,*5 TO' Adhered Systems Ballasted Systems hiecherdeally Attached Systems TriPosite Systems www.gathom 1 Carr.u.1.1v. Porvocum."*4 =MX N.T.S. fteVISiOnlIATE 10-3-17 211 Architectural Detail Drawings 0 m Itn - cu c 4.• ww 46 0 CC 1" (25.4 0 0 0 0 NOTE: 0 DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. DRAIN STRAINER DRAIN CLAMP RING EVERGUARDeWATER BLOCK OR FLEXSEAC CAULK GRADE SEALANT REINFORCED EVERGUARD° MEMBRANE (SMOOTH ONLY) TARGET ENERGYGUARD" TAPERED ROOF INSULATION HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE DRILL-TEC" PLATES & SCREWS 12" (305 mm) O.C. ROOF DECK/SUBSTRATE 1. A FIELD WELD CANNOT PASS WITHIN 9" (229 mm) OF THE CLAMPING, OR WITHIN THE DRAIN SUMP ITSELF. 2. MEMBRANE MUST EXTEND MINIMUM 1" (25.4 mm) BEYOND THE BOLT HOLES; THE CLAMPING RING BOLTS MUST PENETRATE THE MEMBRANE, 3. TAPER INSULATION TO CREATE A ROOF SUMP MINIMUM 36" x 36" (0.914 m x 0.914 m) IN SIZE (OPTIONAL). 4. IF ASPHALT OR ASPHALTIC PRODUCT IS PRESENT, STOP AT BEGINNING OF SUMP AND FLASH WITH SMOOTH TPO. 5. DO NOT RUN SEPARATION SHEET INTO BOWL AREA IF USED IN SYSTEM. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). lE GillOF www .gel,man Ffteviposny. N.10/03. RamiQuard ROOF PENETRATION SERIES DRAWING A 51 9 DRAIN - PRE TARGET MIS DETAIL APPLIES TO: Adhered Systems Ballasted Systems Sett -Adhered Systems Heat -Weld Only Mechanically Attached Systems TrIPoseet Systems SCALE N.T.S. REVCSION CATE 6-22-16 212 Architectural Detail Drawings 1" (25.4 DRAIN STRAINER DRAIN CLAMP RING EVERGUARD®WATER-BLOCK OR FLEXSEAC" CAULK GRADE SEALANT REINFORCED EVERGUARD® MEMBRANE (SMOOTH ONLY) ENERGYGUARD"TAPERED ROOF INSULATION (OPTIONAL) REINFORCED EVERGUARD® MEMBRANE ENERGYGUARDI" ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 1. A FIELD WELD CANNOT PASS WITHIN 9" (229 mm) OF THE CLAMPING, OR WITHIN THE DRAIN SUMP ITSELF. 2. MEMBRANE MUST EXTEND MINIMUM 1" (25.4 mm) BEYOND THE BOLT HOLES; THE CLAMPING RING BOLTS MUST PENETRATE THE MEMBRANE. 3. TAPER INSULATION TO CREATE A ROOF SUMP MINIMUM 36" x 36" (0.914 m x 0.914 m) IN SIZE (OPTIONAL). 4. DO NOT RUN SEPARATION SHEET INTO BOWL AREA IF USED IN SYSTEM. 5. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). to GAF www.gaf.can P=70S4 4 u4r4 ROOF PENETRATION SERIES DRAWING P 520 DRAIN - POST TARGET TIPS DETAIL APPLIES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-22-16 213 Architectural Detail Drawings 0 LE 111 CI) 03 (I) Q 0 0 CC CONTINUOUS PENETRATION PREMOLDED EVERGUARDe SPLIT PIPE BOOT FLEXSEAC CAULK GRADE SEALANT EVERGUARUP WATER -BLOCK OR FLEXSEAC.' UNDER METAL BAND HEAT WELDED LAP EVERGUARDC REINFORCED MEMBRANE ENERGYGUARD". ROOF INSULATION ROOF DECKISUBSTRATE NOTE: 1, FOUR DRILL-TEC' PLATES & SCREWS AROUND PENETRATION. 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET, THEN A,TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 4. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). www.gatoorn Oriva ParstosAA MAMA CALAWEELL 11'"cr-Qmtl 524 ROOF PENETRATION SERIES SPLIT PIPE BOOT DETAIL ThETMAP$?O ALL SYSTEMS SCALE N.T.S. REASON OATS 12-12.17 214 Architectural Detail Drawings NOTE: ROOF PROJECTION PREMOLDED EVERGUARD. SEALANT POCKET PRIME INSIDE OF SEALANT POCKET (TPO ONLY) EVERGUARDe APPROVED SEALANTS QUICK SET NON -SHRINK GROUT IN POCKET UNDER SEALANT HEAT WELD FLANGE MIN. 2" (52 mm) EVERGUARDe REINFORCED MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE 1. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS, ALLOW 1" (25.4 mm) BETWEEN PROJECTION AND POCKET. 2. THE EXISTING PROJECTION MUST BE CLEAN OF ALL DEBRIS BEFORE INSTALLATION. 3. FOUR DRILL-TEC' PLATES & SCREWS INSERTED AROUND PENETRATION. 4. EVERGUARD® POURABLE SEALER POCKET MUST BE PRIMED WITH EVERGUARD.TPO PRIMER. (TPO ONLY) 5. IF SEALANT POCKET MUST BE CUT, STRIP IN CUT WITH UNREINFORCED TPO OR PVC STRIP MIN 4" (102 mm) WIDE AND RUN OUT ONTO DECK SHEET MINIMUM 2" (52 mm). 6. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. (TPO ONLY) 7. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET, THEN A TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 8 GAF www.gaT con, 1 Ohm. DAn, P.1110.1".11.1071)54 W1M rd -- ^ - - - ROOF PENETRATION SERIES DRAWING a a I) g A oc...u-% POURABLE SEALANT POCKET DETAIL THIS DETNL APPLIES TO: ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 215 Architectural Detail Drawings 0 ra V) .111 Fa C 4.1) 03) CL 0 0 ce ALTERNATE INSTALLATION Yez:4 • ztt;',4 SEE NOTE #1 11111 610.9- NOTE] EVERGUARIPSQUARE TUBE WRAP TARGET MADE FROM EVERGUARDe MEMBRANE PENETRATION EVERGUAREP SQUARE TUBE WRAP FLEXSEAC CAULK GRADE SEALANT METAL BAND EVERGUARDe WATER -BLOCK OR FLEXSEAC" UNDER METAL BAND PIECES OF EVERGUARDeWALKWAY PAD SEE NOTE #1 DRILL-TEePLATES & SCREWS 4 PER STACK CONCEALED UNDER FLANGE HEAT -WELDED LAP AROUND PERIMETER OF EVERGUARDe TPO SQUARE TUBE WRAP REINFORCED EVERGUARIP MEMBRANE ENERGYGUARD-ROOF INSULATION • ROOF DECK/SUBSTRATE 1. IF A TIGHTER FIT IS REQUIRED AT THE TOP OF THE WRAP, INSERT SLIVERS OF WALKWAY PAD BETWEEN THE BAND AND THE MEMBRANE ON ALL FOUR SIDES. 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET, THEN A TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 4. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). vonsv.gel.com c. Nirsprorty. O. g'vgravg ROOF PENETRATION SERIES DRAWING 0 527 SQUARE TUBE WRAP DETAIL THLS DETAIL ARGUES TO: ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 216 NOTE: SHINGLES, TILE, OR METAL PANELS BY OTHER MANUFACTURERS CONTINUE UNDERLAYMENT OVER EVERGUARCP MEMBRANE FLASHING APPROVED FASTENERS EVERGUARD° WATER BLOCK EVERGUARD° BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD6 MEMBRANE FOR TPO ONLY. FOR PVC MEMBRANE, SUBSTITUTE WITH FLAT STOCK METAL, FASTENED APPROPRIATELY, HEAT -WELDED LAP (SEE NOTE #4) DRILL-TEC." PLATES & SCREWS 12" (305 mm) O.C. OR 6" (152 mm) Q.C. FOR BALLASTED SYSTEMS 1, MINIMUM SLOPE IS 2:12. 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 3. ADD BALLAST PER SPECIFICATION FOR BALLASTED SYSTEMS. 4. FOR SELF -ADHERED SYSTEMS, SEE EVERGUARC# DETAIL 330 FOR LAP APPLICATION. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). IS GAF4gYA.Kg-AL www.gar. cam Nrov.y. wenn. W. !XI SPECI _ CONSTRUCTION SERIES MANNINO* 601A STEEP SLOPE TIE-IN DETAIL MS OETAIL APPLIES TO' ALL SYSTEMS SCALE N.T.S. TPO ONLY REVISION SA 12-14-16 217 Architectural Detail Drawings 0 4' u 4/4 .— C 0 46 o. s.e) STONE/PAVER BALLAST EVERGUARIPPOLY CUSHIONING LAYER REINFORCED EVERGUARD° MEMBRANE CONCRETE PAVER EVERGUARIPPOLY CUSHIONING LAYER (IF BALLAST ROCK IS RE -USED) REINFORCED EVERGUARCP MEMBRANE 'StONE/PAVER BALLAST ENERGYGUARii ROOF INSULATION ROOF DECK! SUBSTRATE I NOTE:I 1. REMEMBER: DO NOT CROSS SEAMS WITH CONCRETE PAVER OR EVERGUARCP POLY CUSHIONING SHEET. 2. GUARANTEE INSPECTION TO BE MADE BEFORE BALLAST IS BROADCAST AROUND ROOF. A.A.r.gatearn cionv$ ....wry,. OM. CYPCPitarSi SPECIAL CONSTRUCTION SERIES CA/4'404# 603 PAVER WALKWAY INSTALLATION DETAIL MS DETAIL APPLIES TO: Ballasted Systems SCALE N.T.S. REV 0.TE /2-12-17 218 Architectural Detail Drawings 17 NOTE: 6" min -n111 L-ui HEAT -WELDED AREA 2" (52 mm) CONTINUOUSLY AROUND PERIMETER ROUND CORNERS EVERGUARD WALKWAY PAD CUT FROM WALKWAY ROLL HEAT -WELDED LAP EVERGUARD° REINFORCED MEMBRANE ENERGYGUARcr ROOF INSULATION ROOF DECK / SUBSTRATE 1, REMEMBER, DO NOT CROSS SEAMS WITH WALKWAY PADS 6" (152 mm) OFF EACH SEAM. 2. HEAT -WELD EDGE OF WALKWAY PADS CONTINUOUSLY. 3. REQUIRED AT ALL ROOF ACCESS POINTS. GAF www.gwt.com 1 Comp. PM. .m. N1 070U -1'-w'9.-441-1 SPECIAL CONSTRUClION SERIES DRAWING It 604 HEAT WELDED WALKWAY INSTALLATION MS OETAIL APPLIES TO, ALL SYSTEMS N.T.S. REVISION DATE 12-15-17 219 Architectural Detail Drawings u o. tn SECTION A NOTE: DETAIL IS NOT GUARANTEED HEAT WELD (BOTH SIDES) LIGHTNING ROD CABLE LINE/LIGHTNING ROD BASE REINFORCED EVERGUARD MEMBRANE 6(152 mm) x 6" (152 mm) PATCH HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE ROOF DECli SUBSTRATE ENERGYGUARD' ROOF INSULATION 1. APPLY EVERGUARD6TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). L *EvsEsmrd ROOF PENETRATION SERIES ..--,., 605 LIGHTNING PROTECTION TERMINAL - ROOF MOUNT DETAIL ALL SYSTEMS cru P N.T.S. 'E-S'2C; -77 220 DETAIL IS NOT GUARANTEED .*.'.'...'.'."...'.'.'.'. .'.'.'. '.'.'.'.'.'.' ' '.'.'.' '.'.......' ..................... • .*.'.'.'.'.' .'.'.*:...'.'.' .'.'.'.'.'.'.' . . . . . . . . ALTERNATE ROD W REINFORCED EVERGUARD° MEMBRANE EVERGUARD° GUN -GRADE SEALANT AROUND PLATE EVERGUARD° WATER BLOCK BETWEEN PLATE AND FLASHING MEMBRANE SIDE MOUNT LIGHTING ROD HOLDER SUPPORT PLATE TWISTED COPPER OR ALUMINUM CABLE TWISTED COPPER OR ALUMINUM CABLE REINFORCED EVERGUARD° MEMBRANE REINFORCED MEMBRANE STRAP HOT AIR WELDED TO FLASHING SUPPORT PLATE SIDE MOUNT AIR TERMINAL BASE EVERGUARD WATER BLOCK BETWEEN PLATE AND FLASHING MEMBRANE EVERGUARD° GUN GRADE SEALANT AROUND PLATE , GAF vv.v.oar.con, ,,arsgoaftr. Ill 01054 61PrA14131 ROOFPENETRATION SERIES ORAVYINO . 607 LIGHTNING PROTECTION TERMINAL - WALL MOUNT DETAIL MIS OETAN. APPUES TO. ALL SYSTEMS SCALE N.T.S. REVISION DATE 11-27-17 221 •7:: Architectural Detail Drawings 0 7e. 4.4 111 C 4(1.1 0 a) w t.) a. tr) • CONCRETE BLOCK WEIGHT SA LITE DISH BASE TRAY EVERGUARO6 WALKWAY PAD EVERGUARIr REINFORCED MEMBRANE / W7,7 ROOF DECK / SUBSTRATE ENERGYGUARDm ROOF INSULATION e ROOF PENETRATION SERIES DROWNS 4 608 SATELLITE DISH MOUNTING 1111SOETAlt. APPLIES TO ALL SYSTEMS GAF11'Pr-141111 www.g atom t CanAA SeNe ...MOWN". SCALE N.T.S. REVISION OATS 6-26-17 222 Section 6: Glossary* mm CT a — In 0 11, *This glossary is provided for clarity specific to the contents of this guide. 223 Glossary Anchor Bar — 16 gauge 1" (25 mm) wide galvanized GAF flat bar used at the roof perimeter for high wall horizontal termination. Angle Changes — Any change in degrees of the roofing plane, penetrations or deck sheets that varies from level. Backer Rod — Installed in a place of a top edge termination bar or counter flashing. Rod is to be a minimum of one and one half times the opening size of the locating channel. This must be a closed cell foam, and is to act as compression between the membrane and the outside channel. Bonding Adhesive — Adhesive used for adhering membranes to decks, substrates, walls and details. Adhesives can be either water- or solvent - based depending upon application and must be GAF branded. Bridging — Non -adhered or unattached membrane spanning any angle change, that causes the membrane to rise out of the angle change. Caulking — Used as sealant at the top edge of mechanical termination for waterproofing. This must be GAF branded. Cover Tape — GAF -specified products in widths of cured laminate with a cured butyl adhesive. Curb or Wall Flashing — GAF reinforced membrane is to be used for the flashing membrane. Dew Point Temperature — The temperature at which water vapor condenses in cooling air at the existing atmospheric pressure and vapor content. Cooling at or below the dew point will cause condensation. Drains — The vessel used for the collection and removal of water from the roof surface. Expansion Joints — A structural joint in a building that continues into the roof deck that allows for a building's expansion and contraction. Fascia Edging and Gravel Stop — A GAF membrane and specific weldable coated metal used for attachment of membrane to metal edging. Field Fabricating Membrane— GAF unsupported membrane used in the fabricating corners, pipe boots and T-joint covers. Heat Stack — Usually a round double or triple wall metal stack used to protect the membrane and roofing substrate from temperatures usually exceeding 150°F (66°C) in temperature. Inside Corner — Area usually of a wall flashing that makes any number of degree and angle changes from which the flashing must exit. 90 degree corners are the most common. Insulation — Installed under the roofing materials usually for energy efficiency, or as a flat stabilizing platform, and can be installed over previously installed roofing systems for protection of the new system. Outside Corner — Area usually of a wall or curb flashing that makes any number of degree and angle changes that the flashing membrane must exit the exterior side of the corner. 90 degrees is the most common and can also include pitch pockets and metal edging. 224 Penetration — Any hole or protrusion that passes through the roofing membrane. Perimeter Fastening — The specified method of mechanical attachment of the field sheet membranes at the base of walls, curbs, pipes and expansion joints. This can also be referred to a base attachment. Picture Frame — The lay -out of half sheets at the outside and inside perimeter edges of the building. Used in mechanically attached systems to meet GAF criteria. Pig Ear — An uncut fold of flashing used to form an inside corner. Pipes — A round projection that exits through the roofing membrane. Pitch Pocket — Flanged enclosures with vertical walls that are installed around roof penetrations that are difficult to seal with conventional flashing methods. They are filled with elastomeric sealant. They are sometimes called pitch pans or sealant box penetration flashing. Pre -Fabricated — Factory made pipe boots, corners, T-joint patches, etc. Pre -Weld — Method of hand welding the back edge of the hot air welded seam area to provide a trap for hot air, to enhance the hot air welded seam. Probing — Manual method for checking the integrity of hot air welded seams using a blunt probe (a blunt or dull cotter key puller hand tool) run along the length of the seam with horizontal pressure applied into the bottom edge of the weld. Scuppers — Openings through a parapet wall for the evacuation of water off the roofing surface. These can either be the primary or overflow drainage methods for the roofing system. Seams — Any hot air weld made between two layers of membrane. Target — First step in waterproofing of a field fabricated pipe flashing, which can either be reinforced or unreinforced membrane. Also can be used in a pre- or post- targeting of a drain sump when a hot air welded enters the sump area. Termination — The method of waterproofing and mechanically attaching the top edges of curbs and walls. Usually this is done as a method of compression into a sealant. Termination Bar — A metal bar, typically aluminum, located at vertical and horizontal edges to hold the edge of the membrane or provide intermediate securement. 225 Glossary 0 tw 226 S NGLE-PLY PRO FIELD GUIDEVI 1 Questions hotline 800-766-3411 (803-ROOF-41 1) technicalquestions@gaf.com GAF 1 Campus Drive Parsippany, NJ 07054 C9D2017 GAF 1/18 4t298 COMEG200 FILE EverGuard® TPO 60 mil Membrane Data Sheet Updated: 6/18 RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP272019 City of Tukwila BUILDING DIVISION CORRECTION LTR# I Quality You Can Trust... From North America's Largest Roofing Manufacturer!"" EverGuard® TPO 60 iI Membrane Applicable Standards UL listed, FM Approved, Miami -Dade CountyProduct Control Approved, State of Honda Approved, CRRC Rated, Title 24 Compliant*, ENERGY STAleCertified**, ASTM D6878. Physical Properties ASTM Test Method i. Certain data is provided in MD (machine direction) x CMD (cross machine direction) 2. Data is based upon typical product performance, and ts subject to normal manufacturing ASTM D6878 Minimum format. tolerance and variance. EverGuar& Typical Test Data Nominal Thickness ASTM 0751 0.039" (min,( (0,99 mm) 0,060" (1,52 mm( Breaking Strength ASTM D751 Grab Method 220 lbf/in. (38.5- kn/m) 305 Ibf x 290 Ibf (454 x 432 kg/m) Factory Seam Sirength ASTM D751 66 Ib( (98.34 kg/m) 135 lbf (membrane lure) (201.1 kg/m) Elongation at Break ASTM D751 15% 30% Heat Aging ASTM D573 90% Retention of Breaking Strength and Elongation of Break 100% Tear Strength ASTM 0751 8" x 8" (203 x 203 mm) Sample 55 lb (81.95 kg/m( 75 Ibf x I 30 Ibf (11 1.8 x 193.7 kg/m) Puncture Resistance FTM 101C Method 2031 Not Established 380 Ib. (172 kg( Cold Brittleness ASTM D2 I 37 -40°C -40'C Permeonce ASTM E96 Not Established 0.08 Perms Dimensional Change ASTM DI 204 @158'F (70°C), 6 hrs. +/-1% 0.4% Water Absorption ASTM D471 Ci1/158T (70'CI, 1 week +/-3.0% Dop coating only) 0.7% Hydrostatic Resistance ASTM D751 Method D Not Established 430 psi Ozone Resistance ASTM D1149 No visible deterioration CO 7 x magnification No visible deterioration @ 7 x magnification SRI (Solar Reflectance Index) Initial/Aged N/A N/A 94/81 83 Aged Title 24 Reflectivity (white) Initial/Aged ASTM C1549 ASTM E903 N/A N/A 0.76/0.68 81.9% Reflectance Emissivity (white) Initial/Aged ASTMCI371 ASTM E403 N/A N/A 0.90/0.83 0.94 Weather Resistance ASTM G155/D6878 10,080 Kl/(m2- nml at 340 nm >25,000 KJ/Irn'• nml of 340 nm Heat Aging ASTM D573 240'F (1 I 5°C) for 32 weeks' 60 weeks Thickness Above Scrim ASTM D7635 Min 30% of Total Thickness 22.1 mil (Nominal) Guarantee .. . . _ _......_ _ Up to 25 years *White, Energy Gray, and Energy Tan Membranes Only Product Data * *ENERGY STAR' only valid in the U.S. Six 100' : Roll Size (1.52 x 30.5 rn) (500 sq. ft. [46.5 sq.m]( 6' x100' . _._ (1.83 x 30.5 m1 (600 sq. ft. [55.74 sq.m]( i 8'3(100' _ (2.44 x 30.5 m) (800 sq. ft. [74.3 sq.m1) __ 10'xl 00' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq.m]( 12/x100' (3.65 x 30.5 m) 11,200 sq. ft. [111.484 sq.m]( Roll Weight 162 Ib. (73.5 kg) 194.4 Ib. (88,2 kg) 257 Ib. (117 kg) 322 lb.1146.1 kg) 386.4 Ib. (175.3 kg) White, Tan, Gray Colors Storage Store rolls on their sides on pallets or shelving in a dry area. ..-r Safety Warning Membrane rolls are heavy-. Position and install by at least two people. Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/paclvging tolerance and variation. Qualify You Can Rust_ From North AmericaW Largest Roofing Manufacturer!" gatcom When Recorded, Return to: King County Housing Authority Attention: Michael Cuadra 700 Andover Park West Tukwila, WA 98188 FILE Grantor(s) : Housin 11111111 111111111 I 111111111 20190829000396 COVENANT Rec: $108.50 8/28/2019 11:30 AM KING COUNTY, WA Condominium Sale Prohibition Cove Authorit he Coun Grantee: The State of Washington Legal Description: Abbreviated form: ADAMS HOME TRS Kin Full legal description on Exhibit A. Assessor's Property Tax Parcel or Account Number: 004000-0250 111 REVIEWED FOR CODE COMPLIANCE APPROVED at SEP 27 2019 City of Tukwila LD1NG DIVISION RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER This covenant is being recorded in the real property records of King County, Washington, in satisfaction of the requirements of RCW 64.55.010 through 64.55.090. The undersigned grantor ("Owner") is the owner of the property described on Exhibit A (the "Property"), which is addressed in the records of the Seattle Department of Construction and Inspections as 4028 South 146th St., Tukwila, WA 98168 Pacific Court . The Owner irrevocably covenants and agrees: Until termination of this covenant, no dwelling unit in or on the Property may be sold as a condominium unit except for sales listed in RCW 64.34.400(2). This covenant terminates on the earlier of either: (a) Compliance with the requirements of RCW 64.55.090, certified by the Owner of the Property in a recorded supplement hereto; or (b) the fifth anniversary of the date of first occupancy of a dwelling unlit as certified by the Owner in a recorded supplement hereto. This covenant shall run with the land and shall bind the grantor and the grantor's heirs, personal representatives, successors in interest and assigns. Related to construction projects (#365.3 SliGNATURES, ACKNOWLEDGEMENTS AND NOTARY (INDIVIDUAL —attach more pages if needed) Dated: Owner/Grantor Signature Daniel R Watson Printed Name State of Washington ss County of ��r0 �,� I certify that I know or have satisfactory evidence that Li%/`G' is the person who appeared before me, and said person acknowledged that he/she signed this instrument and acknowledged it to be his/her free and voluntary act for the uses and purposes mentioned in the instrument. 4/1 Date: NOTA Y PUBLIC in and for the State of Washington Residing at ,?/r/L /di My commission expires: // A L. , < < / PRINT NAME: Use this space for Notary Seal 2 EXHIBIT A TO CONDOMINIUM SALE PROHIBITION COVENANT COMPLETE LEGAL DESCRIPTION OF PROPERTY SUBJECT TO COVENANT: ADAMS HOME TRS PLat Block: 2 Plat Lot: 23 4 1 2 3 4 5 ENGROSSED HOUSE BILL 1848 State of Washington 59th Legislature 2005 Regular Session By Representatives Springer, Tom, Lantz, Priest, Hunter, Clibborn, Serben, Fromhold, Rodne, Williams, Flannigan, O'Brien and Simpson Read first time 02/08/2005. Jarrett, Kessler, Referred to Committee on Judiciary. RECEIVED crry OF TUKWILA AUG 3 0 2019 PERMIT CENTER AN ACT Relating to managing construction defect disputes involving multiunit residential buildings; amending RCW 64.34.415, 64.34.410, and 64.34.100; adding a new section to chapter 64.34 RCW; chapter to Title 64 RCW; effective date. creating a new section; and adding a new providing an 6 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: 7 8 9 10 11 12 13 14 15 16 17 18 19 NEW SECTION. Sec. 1. APPLICABILITY. (1) Sections 2 through 10 of this chapter apply to any multiunit residential building for which the permit for construction or rehabilitative construction of such building was issued on or after the effective date of this act. (2) Sections 2 and 11 through 18 of this act apply to any action that alleges breach of an implied or express warranty under chapter 64.34 RCW or that seeks relief that could be awarded for such breach, regardless of the legal theory pled, except that sections 11 through 18 of this act shall not apply to: (a) Actions filed or served prior to the effective date of this act; (b) Actions for which a notice of claim was served pursuan chapter 64.50 RCW prior to the effective date of this act CORRECTION LTR# p to EHB 1848 1 (c) Actions asserting any claim regarding a building that is not a 2 multiunit residential building; 3 (d) Actions asserting any claim regarding a multiunit residential 4 building that was permitted on or after the effective date of this act 5 unless the letter required by section 7 of this act has been submitted 6 to the appropriate building department or the requirements of section 7 10 of this act have been satisfied. 8 (3) Other than the requirements imposed by sections 2 through 10 of 9 this act, nothing in this chapter amends or modifies the provisions of 10 RCW 64.34.050. 11 NEW SECTION. Sec. 2. DEFINITIONS. Unless the context clearly 12 requires otherwise,' the definitions in RCW 64.34.020 and in this 13 section apply throughout this chapter. 14 (1) "Attached dwelling units" means any dwelling unit that is 15 attached to another dwelling unit by a wall, floor, or ceiling that 16 separates heated living spaces. A garage is not a heated living space. 17 (2) "Building enclosure" means that part of any building, above or 18 below grade, that physically separates the outside or exterior 19 environment from interior environments and which weatherproofs, 20 waterproofs, or otherwise protects the building or its components from 21 water or moisture intrusion. Interior environments consist of both 22 heated and unheated enclosed spaces. The building enclosure includes, 23 but is not limited to, that portion of roofs, walls, balcony support 24 columns, decks, windows, doors, vents, and other penetrations through 25 exterior walls, which waterproof, weatherproof, or otherwise protect 26 the building or its components from water or moisture intrusion. 27 (3) "Building enclosure design documents" means plans, details, and 28 specifications for the building enclosure that have been stamped by a 29 licensed engineer or architect. The building enclosure design 30 documents shall include details and specifications that are appropriate 31 for the building in the professional judgment of the architect or 32 engineer which prepared the same to waterproof, weatherproof, and 33 otherwise protect the building or its components from water or moisture 34 intrusion, including details of flashing, intersections at roof, eaves 35 or parapets, means of drainage, water -resistive membrane, and details 36 around openings. 37 (4) "Developer" means: 17 1401T3;:i Si APTJ, EHB 1848 p. 2 1 (a) With respect to a condominium or a conversion condominium, the 2 declarant; and 3 (b) With respect to all other buildings, an individual, group of 4 individuals, partnership, corporation, association, municipal 5 corporation, state agency, or other entity or person that obtains a 6 building permit for the construction or rehabilitative reconstruction 7 of a multiunit residential building. If a permit is obtained by 8 service providers such as architects, contractors, and consultants who 9 obtain permits for others as part of services rendered for a fee, the 10 person for whom the permit is obtained shall be the developer, not the 11 service provider. 12 (5) "Dwelling unit" has the meaning given to that phrase or similar 13 phrases in the ordinances of the jurisdiction issuing the permit for 14 construction of the building enclosure but if such ordinances do not 15 provide a definition, then "dwelling unit" means a residence containing 16 living, cooking, sleeping, and sanitary facilities. 17 (6) "Multiunit residential building" means: 18 (a) A building containing more than two attached dwelling units, 19 including a building containing nonresidential units if the building 20 also contains more than two attached dwelling units, but excluding the 21 following classes of buildings: 22 (i) Hotels and motels; 23 (ii) Dormitories; 24 (iii) Care facilities; 25 (iv) Floating homes; 26 (v) A building that contains attached dwelling units that are each 27 located on a single platted lot, except as provided in (b) of this 28 subsection. 29 (vi) A building in which all of the dwelling units are held under 30 one ownership and is subject to a recorded irrevocable sale prohibition 31 covenant. 32 (b) If the developer submits to the appropriate building department 33 when applying for the building permit described in section 3 of this 34 act a statement that the developer elects to treat the improvement for 35 which a permit is sought as a multiunit residential building for all 36 purposes under this chapter, then "multiunit residential building" also 37 means the following buildings for which such election has been made: 38 (i) A building containing only two attached dwelling units; P• EHB 1848 1 (ii) A condominium that does not contain attached dwelling units; 2 and 3 (iii) Any building that contains attached dwelling units each of 4 which is located on a single platted lot. 5 (7) "Qualified building inspector" means a person satisfying the 6 requirements of section 5 of this act. 7 (8) "Rehabilitative construction" means construction work on the 8 building enclosure of a multiunit residential building if the cost of 9 such construction work is more than five percent of the assessed value 10 of the building. 11 (9) "Sale prohibition covenant" means a covenant that prohibits the 12 sale or other disposition of individual dwelling units as or as part of 13 a condominium for five years or more from the date of first occupancy 14 except as otherwise provided in section 10 of this act, and the 15 developer has submitted to the appropriate building department a 16 certified copy of the recorded covenant; provided such covenant shall 17 not apply to sales or dispositions listed in RCW 64.34.400(2). The 18 covenant must be recorded in the county in which the building is 19 located and must be in substantially the following form: 20 This covenant has been recorded in the real property records of 21 . County, Washington, in satisfaction of the 22 requirements of sections 2 through 10 of this act. The 23 undersigned is the owner of the property described on Exhibit 24 A (the "Property"). Until termination of this covenant, no 25 dwelling unit in or on the Property may be sold as a 26 condominium unit except for sales listed in RCW 64.34.400(2). 27 This covenant terminates on the earlier of either: (a) 28 Compliance with the requirements of section 10 of this act, as 29 certified by the owner of the Property in a recorded supplement 30 hereto; or (b) the fifth anniversary of the date of first 31 occupancy of a dwelling unit as certified by the Owner in a 32 recorded supplement hereto. 33 All title insurance companies and persons acquiring an interest in the 34 Property may rely on the forgoing certifications without further 35 inquiry in issuing any policy of title insurance or in acquiring an 36 interest in the Property. EHB 1848 p. 4 1 (10) "Stamped" means bearing the stamp and signature of the 2 responsible licensed architect or engineer on the title page and every 3 sheet of the documents, drawings, or specifications, including 4 modifications to the documents, drawings, and specifications that 5 become part of change orders or addenda to alter those documents, 6 drawings, or specifications. 7 NEW SECTION. Sec. 3. DESIGN DOCUMENTS. (1) Any person applying 8 for a building permit for construction or rehabilitative construction 9 of the building enclosure of a multiunit residential building shall 10 submit building enclosure design documents to the appropriate building 11 department prior to the start of construction or rehabilitative 12 construction. If construction work on a building enclosure is not 13 rehabilitative construction because the cost thereof is not more than 14 five percent of the assessed value of the building, then the person 15 applying for a building permit shall submit to the building department 16 a letter so certifying. Any changes to the building enclosure design 17 documents that alter the manner in which the building or its components 18 is waterproofed, weatherproofed, and otherwise protected from water or 19 moisture intrusion shall be stamped by the architect or engineer and 20 shall be provided to the building department and to the person 21 conducting the course of construction inspection in a timely manner to 22 permit such person to inspect for compliance therewith, and may be 23 provided through individual updates, cumulative updates, or as -built 24 updates. 25 (2) The building department shall not issue a building permit for 26 construction of the building enclosure of a multiunit residential 27 building or for rehabilitative construction unless the building 28 enclosure design documents contain a stamped statement by the person 29 stamping the building enclosure design documents in substantially the 30 following form: "The undersigned has provided building enclosure 31 documents that in my professional judgment are appropriate to satisfy 32 the requirements of sections 1 through 10 of this act." 33 (3) The building department is not charged with determining whether 34 the building enclosure design documents are adequate or appropriate to 35 satisfy the requirements of sections 1 through 10 of this act. Nothing 36 in sections 1 through 10 of this act requires a building department to 37 review, approve, or disapprove enclosure design documents. p. 5 EHB 1848 1 NEW SECTION. Sec. 4. INSPECTIONS. All multiunit residential 2 buildings shall have the building enclosure inspected by a qualified 3 inspector during the course of initial construction and during all 4 rehabilitative construction. 5 NEW SECTION, Sec. 5. INSPECTORS —QUALIFICATIONS —INDEPENDENCE. 6 (1) A qualified building enclosure inspector: 7 (a) Must be either: (i) A licensed architect or engineer with 8 verifiable training and experience in building enclosure design and 9 construction; or (ii) any person with substantial and verifiable 10 training and experience in building enclosure design and construction; 11 (b) Shall be free from improper interference or influence relating 12 to the inspections; and 13 (c) May not be an employee, officer, or director of, nor have any 14 pecuniary interest in, the declarant, developer, association, or any 15 party providing services or materials for the project, or any of their 16 respective affiliates, except that the qualified inspector may be the 17 architect or engineer who approved the building enclosure design 18 documents or the architect or engineer of record. The qualified 19 inspector may, but is not required to, assist with the preparation of 20 such design documents. 21 (2) Nothing in this section alters requirements for licensure of 22 any architect, engineer, or other professional, or alters the 23 jurisdiction, authority, or scope of practice of architects, engineers, 24 other professionals, or general contractors. 25 NEW SECTION. Sec. 6. SCOPE OF INSPECTION. (1) Any inspection 26 required by this chapter shall include, at a minimum, the following: 27 (a) Water penetration resistance testing of a representative sample 28 of windows and window installations. Such tests shall be conducted 29 according to industry standards. Where appropriate, tests shall be 30 conducted with an induced air pressure difference across the window and 31 window installation. Additional testing is not required if the same 32 assembly has previously been tested in situ within the previous two 33 years in the project under construction by the builder, by another 34 member of the construction team such as an architect or engineer, or by 35 an independent testing laboratory; and EHB 1848 p. 6 1 (b) An independent periodic review of the building enclosure during 2 the course of construction or rehabilitative construction to ascertain 3 whether the multiunit residential building has been constructed, or the 4 rehabilitative construction has been performed, in substantial 5 compliance with the building enclosure design documents. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 (2) Subsection (1)(a) of this section shall not apply to rehabilitative construction if the windows and adjacent cladding are not altered in the rehabilitative construction. (3) "Project" means one or more parcels of land in a single ownership, which are under development pursuant to a single land use approval or building permit, where window installation is performed by the owner with its own forces, or by the same general contractor, or, if the owner is contracting directly with trade contractors, is performed by the same trade contractor. NEW SECTION. Sec. 7. CERTIFICATION --CERTIFICATE OF OCCUPANCY. Upon completion of an inspection required by this chapter, the qualified inspector shall prepare and submit to the appropriate building department enclosure has been a signed letter certifying that the building inspected during the course of construction or rehabilitative construction and that it has been constructed or reconstructed in substantial compliance with the building enclosure design documents, as updated pursuant to section 3 of this act. The building department shall not issue a final certificate of occupancy or other equivalent final acceptance until the letter required by this section has been submitted. The building department is not charged with and has no responsibility for determining whether the building enclosure inspection is adequate or appropriate to satisfy the requirements of this chapter. 29 NEW SECTION. Sec. 8. INSPECTOR, ARCHITECT, AND ENGINEER 30 LIABILITY. (1) Nothing in this act is intended to, or does: 31 (a) Create a private right of action against any inspector, 32 architect, or engineer based upon compliance or noncompliance with its 33 provisions; or 34 (b) Create any independent basis for liability against an 35 inspector, architect, or engineer. p. 7 EHB 1848 1 (2) The qualified inspector, architect, or engineer and the 2 developer that retained the inspector, architect, or engineer may 3 contractually agree to the amount of their liability to the developer. 4 NEW SECTION. Sec, 9. NO EVIDENTIARY PRESUMPTION --ADMISSIBILITY. 5 A qualified inspector's report or testimony regarding an inspection 6 conducted pursuant to this chapter is not entitled to any evidentiary 7 presumption in any arbitration or court proceeding. Nothing in this 8 chapter restricts the admissibility of such a report or testimony, and 9 questions of the admissibility of such a report or testimony shall be 10 determined under the rules of evidence. 11 NEW SECTION. Sec. 10. NO SALE OF CONDOMINIUM UNIT ABSENT 12 COMPLIANCE. (1) Except for sales or other dispositions listed in RCW 13 64.34.400(2), no declarant may convey a condominium unit that may be 14 occupied for residential use in a multiunit residential building 15 without first complying with the requirements of sections 1 through 10 16 of this act unless: 17 (a) With respect to original building construction, the stamped 18 documents required by section 3 of this act and the letter required by 19 section 7 of this act have been submitted to the appropriate building 20 department; provided this subsection (1)(a) does not apply to 21 conversion condominiums; or 22 (b) The building enclosure of the building in which such unit is 23 included is inspected by a qualified building enclosure inspector, and: 24 (i) The inspection includes such intrusive or other testing, such 25 as the removal of siding or other building enclosure materials, that 26 the inspector believes, in his or her professional judgment, is 27 necessary to ascertain the manner in which the building enclosure was 28 constructed; 29 (ii) The inspection evaluates, to the extent reasonably 30 ascertainable and in the professional judgment of the inspector, the 31 present condition of the building enclosure including whether such 32 condition has adversely affected or will adversely affect the 33 performance of the building enclosure to waterproof, weatherproof, or 34 otherwise protect the building or its components from water or moisture 35 intrusion. "Adversely affect" has the same meaning as provided in RCW 36 64.34.445(7); EHB 1848 p. 8 1 (iii) The inspection report includes recommendations for repairs to 2 the building envelope that, in the professional judgment of the 3 qualified building inspector, are necessary to: (A) Repair a design or 4 construction defect in the building envelope that results in the 5 failure of the building envelope to perform its intended function and 6 allows unintended water penetration not caused by flooding; and (B) 7 repair damage caused by such a defect that has an adverse effect as 8 provided in RCW 64.34.445(7); 9 (iv) With respect to a building that would be a multiunit 10 residential building but for the recording of a sale prohibition 11 covenant and unless more than five years have elapsed since the date 12 such covenant was recorded, all repairs to the building enclosure 13 recommended pursuant to (b)(iii) of this subsection have been made; and 14 (v) The declarant provides as part of the public offering 15 statement, consistent with RCW 64.34.410 (1)(nn) and (2), an inspection 16 and repair report signed by the qualified building enclosure inspector 17 that identifies: 18 (A) The extent of the inspection performed pursuant to this 19 section; 20 (B) The information obtained as a result of that inspection; and 21 (C) The manner in which any repairs required by this section were 22 performed, the scope of those repairs, and the names of the persons 23 performing those repairs. 24 (2) Failure to deliver the inspection and repair report in 25 violation of this section constitutes a failure to deliver a public 26 offering statement for purposes of chapter 64.34 RCW 27 NEW SECTION. Sec. 11. ARBITRATION--ELECTION--NUMBER OF 28 ARBITRATORS--QUALIFICATIONS--TRIAL DE NOVO. (1) If the declarant, an 29 association, or a unit owner demands an arbitration by filing such 30 demand with the court not less than thirty and not more than ninety 31 days after filing or service of the complaint, whichever is later, the 32 parties shall participate in a private arbitration hearing. The 33 declarant, the association, and the unit owner do not have the right to 34 compel arbitration without giving timely notice in compliance with this 35 subsection. Unless otherwise agreed by the parties, the arbitration 36 hearing shall commence no more than fourteen months from the later of 37 the filing or service of the complaint. p. 9 EHB 1848 1 (2) Unless otherwise agreed by the parties, claims that in 2 aggregate are for less than one million dollars shall be heard by a 3 single arbitrator and all other claims shall be heard by three 4 arbitrators. As used in this chapter, arbitrator also means 5 arbitrators where applicable. 6 (3) Unless otherwise agreed by the parties, the court shall appoint 7 the arbitrator, who shall be a current or former attorney with 8 experience as an attorney, judge, arbitrator, or mediator in 9 construction defect disputes involving the application of Washington 10 law. 11 (4) Upon conclusion of the arbitration hearing, the arbitrator 12 shall file the decision and award with the clerk of the superior court, 13 together with proof of service thereof on the parties. Within twenty 14 days after the filing of the decision and award, any aggrieved party 15 may file with the clerk a written notice of appeal and demand for a 16 trial de novo in the superior court on all claims between the appealing 17 party and an adverse party. As used in this section, "adverse party" 18 means the party who either directly asserted or defended claims against 19 the appealing party. The demand shall identify the adverse party or 20 parties and all claims between those parties shall be included in the 21 trial de novo. The right to a trial de novo includes the right to a 22 jury, if demanded. The court shall give priority to the trial date for 23 the trial de novo. 24 (5) If the judgment for damages, not including awards of fees and 25 costs, in the trial de novo is not more favorable to the appealing 26 party than the damages awarded by the arbitrator, not including awards 27 of fees and costs, the appealing party shall pay the nonappealing 28 adverse party's costs and fees incurred after the filing of the appeal, 29 including reasonable attorneys' fees so incurred. 30 (6) If the judgment for damages, not including awards of fees and 31 costs, in the trial de novo is more favorable to the appealing party 32 than the damages awarded by the arbitrator, not including awards of 33 fees and costs, then the court may award costs and fees, including 34 reasonable attorneys' fees, incurred after the filing of the request 35 for trial de novo in accordance with applicable law; provided if such 36 a judgment is not more favorable to the appealing party than the most 37 recent offer of judgment, if any, made pursuant to section 17 of this EHB 1848 p. 10 1 act, the court shall not make an award of fees and costs to the 2 appealing party. 3 (7) If a party is entitled to an award with respect to the same 4 fees and costs pursuant to this section and section 17 of this act, 5 then the party shall only receive an award of fees and costs as 6 provided in and limited by section 17 of this act. Any award of fees 7 and costs pursuant to subsections (5) or (6) of this section is subject 8 to review in the event of any appeal thereof otherwise permitted by 9 applicable law or court rule. 10 NEW SECTION. Sec. 12. CASE SCHEDULE PLAN. (1) Not less than 11 sixty days after the later of filing or service of the complaint, the 12 parties shall confer to create a proposed case schedule plan for 13 submission to the court that includes the following deadlines: 14 (a) Selection of a mediator; 15 (b) Commencement of the mandatory mediation and submission of 16 mediation materials required by this chapter; 17 (c) Selection of the arbitrator by the parties, where applicable; 18 (d) Joinder of additional parties in the action; 19 (e) Completion of each party's investigation; 20 (f) Disclosure of each party's proposed repair plan; 21 (g) Disclosure of each party's estimated costs of repair; 22 (h) Meeting of parties and experts to confer in accordance with 23 section 13 of this act; and 24 (i) Disclosure of each party's settlement demand or response 25 (2) If the parties agree upon a proposed case schedule plan, they 26 shall move the court for the entry of the proposed case schedule plan. 27 If the parties cannot agree, either party may move the court for entry 28 of a case schedule plan that includes the above deadlines. 29 NEW SECTION. Sec. 13. MANDATORY MEDIATION. (1) The parties to an 30 action subject to this act shall engage in mediation. Unless the 31 parties agree otherwise, the mediation required by this section shall 32 commence within seven months of the later of the filing or service of 33 the complaint. If the parties cannot agree upon a mediator, the court 34 shall appoint a mediator. 35 (2) Prior to the mediation required by this section, the parties p. 11 EHB 1848 1 and their experts shall meet and confer in good faith to attempt to 2 resolve or narrow the scope of the disputed issues, including issues 3 related to the parties' repair plans. 4 (3) Prior to the mandatory mediation, the parties or their 5 attorneys shall file and serve a declaration that: 6 (a) A decision maker with authority to settle will be available for 7 the duration of the mandatory mediation; and 8 (b) The decision maker has been provided with and has reviewed the 9 mediation materials provided by the party to which the decision maker 10 is affiliated as well as the materials submitted by the opposing 11 parties. 12 (4) Completion of the mediation required by this section occurs 13 upon written notice of termination by any party. The provisions of 14 section 17 of this act shall not apply to any later mediation conducted 15 following such notice. 16 NEW SECTION. Sec. 14. NEUTRAL EXPERT. (1) If, after meeting and 17 conferring as required by section 13(2) of this act, disputed issues 18 remain, a party may file a motion with the court, or arbitrator if an 19 arbitrator has been appointed, requesting the appointment of a neutral 20 expert to address any or all of the disputed issues. Unless otherwise 21 agreed to by the parties or upon a showing of exceptional 22 circumstances, including a material adverse change in a party's 23 litigation risks due to a change in allegations, claims, or defenses by 24 an adverse party following the appointment of the neutral expert, any 25 such motion shall be filed no later than sixty days after the first day 26 of the meeting required by section 13(2) of this act. Upon such a 27 request, the court or arbitrator shall decide whether or not to appoint 28 a neutral expert or experts. A party may only request more than one 29 neutral expert if the particular expertise of the additional neutral 30 expert or experts is necessary to address disputed issues. 31 (2) The neutral expert shall be a licensed architect or engineer, 32 or any other person, with substantial experience relevant to the issue 33 or issues in dispute. The neutral expert shall not have been employed 34 as an expert by a party to the present action within three years before 35 the commencement of the present action, unless the parties agree 36 otherwise. EHB 1848 p. 12 1 (3) All parties shall be given an opportunity to recommend neutral 2 experts to the court or arbitrator and shall have input regarding the 3 appointment of a neutral expert. 4 (4) Unless the parties agree otherwise on the following matters, 5 the court, or arbitrator if then appointed, shall determine: 6 (a) Who shall serve as the neutral expert; 7 (b) Subject to the requirements of this section, the scope of the 8 neutral expert's duties; 9 (c) The number and timing of inspections of the property; 10 (d) Coordination of inspection activities with the parties' 11 experts; 12 (e) The neutral expert's access to the work product of the parties' 13 experts; 14 (f) The product to be prepared by the neutral expert; 15 (g) Whether the neutral expert may participate personally in the 16 mediation required by section 13 of this act; and 17 (h) Other matters relevant to the neutral expert's assignment. 18 (5) Unless the parties agree otherwise, the neutral expert shall 19 not make findings or render opinions regarding the amount of damages to 20 be awarded, or the cost of repairs, or absent exceptional circumstances 21 any matters that are not in dispute as determined in the meeting 22 described in section 13(2) of this act or otherwise. 23 (6) A party may, by motion to the court, or to the arbitrator if 24 then appointed, object to the individual appointed to serve as the 25 neutral expert and to determinations regarding the neutral expert's 26 assignment. 27 (7) The neutral expert shall have no liability to the parties for 28 the performance of his or her duties as the neutral expert. 29 (8) Except as otherwise agreed by the parties, the parties have a 30 right to review and comment on the neutral expert's report before it is 31 made final. 32 (9) A neutral expert's report or testimony is not entitled to any 33 evidentiary presumption in any arbitration or court proceeding. 34 Nothing in this act restricts the admissibility of such a report or 35 testimony, provided it is within the scope of the neutral expert's 36 assigned duties, and questions of the admissibility of such a report or 37 testimony shall be determined under the rules of evidence. p. 13 EHB 1848 1 (10) The court, or arbitrator if then appointed, shall determine 2 the significance of the neutral expert's report and testimony with 3 respect to parties joined after the neutral expert's appointment and 4 shall determine whether additional neutral experts should be appointed 5 or other measures should be taken to protect such joined parties from 6 undue prejudice. 7 NEW SECTION. Sec. 15. PAYMENT OF ARBITRATORS, MEDIATORS, AND 8 NEUTRAL EXPERTS. (1) Where the building permit that authorized 9 commencement of construction of a building was issued on or after the 10 effective date of this act: 11 (a)(i) If the action is referred to arbitration under section 11 of 12 this act, the party who demands arbitration shall advance the fees of 13 any arbitrator and any mediator appointed under section 13 of this act; 14 and 15 (ii) A party who requests the appointment of a neutral expert 16 pursuant to section 14 of this act shall advance any appointed neutral 17 expert's fees incurred up to the issuance of a final report. 18 (b) If the action has not been referred to arbitration, the court 19 shall determine liability for the fees of any mediator appointed under 20 section 13 of this act, unless the parties agree otherwise. 21 (c) Ultimate liability for any fees or costs advanced pursuant to 22 this subsection (1) is subject to the fee- and cost -shifting provisions 23 of section 17 of this act. 24 (2) Where the building permit that authorized commencement of 25 construction of a building was issued before the effective date of this 26 act: 27 (a)(i) If the action is referred to arbitration under section 11 of 28 this act, the party who demands arbitration is liable for and shall pay 29 the fees of any appointed arbitrator and any mediator appointed under 30 section 13 of this act; and 31 (ii) A party who requests the appointment of a neutral expert 32 pursuant to section 14 of this act is liable for and shall pay any 33 appointed neutral expert's fees incurred up to the issuance of a final 34 report. 35 (b) If the action has not been referred to arbitration, the court 36 shall determine liability for the fees of any mediator appointed under 37 section 13 of this act, unless the parties agree otherwise. EHB 1848 p. 14 1 (c) Fees and costs paid under this subsection (2) are not subject 2 to the fee- and cost -shifting provisions of section 17 of this act. 3 NEW SECTION. Sec. 16. SUBCONTRACTORS. Upon the demand of a party 4 to an arbitration demanded under section 11 of this act, any 5 subcontractor or supplier against whom such party has a legal claim and 6 whose work or performance on the building in question becomes an issue 7 in the arbitration may be joined in and become a party to the 8 arbitration. However, joinder of such parties shall not be allowed if 9 such joinder would require the arbitration hearing date to be continued 10 beyond the date established pursuant to section 11 of this act, unless 11 the existing parties to the arbitration agree otherwise. Nothing in 12 sections 2 through 10 of this act shall be construed to release, 13 modify, or otherwise alleviate the liabilities or responsibilities that 14 any party may have towards any other party, contractor, or 15 subcontractor. 16 NEW SECTION. Sec. 17. OFFERS OF JUDGMENT --COSTS AND FEES. (1) 17 For purposes of this section, "unit owner" means a unit owner who is a 18 party to the litigation, and does not include any unit owners whose 19 involvement with the litigation stems solely from their membership in 20 the association. If the association is a party to the litigation, then 21 for purposes of this section, as between the association and the unit 22 owner or unit owners, the association shall have sole responsibility 23 for decisions and actions with respect to making and accepting all 24 offers of judgment and determining the adequacy of a declarant's offer 25 of judgment with respect to common elements and such decisions made and 26 actions taken by the association shall be binding on the association 27 and unit owners. 28 (2) On or before the sixtieth day following completion of the 29 mediation pursuant to section 13(4) of this act, the declarant or 30 association, or a unit owner may serve on an adverse party an offer to 31 allow judgment to be entered. The offer of judgment shall specify the 32 amount of damages, not including costs or fees, that the declarant, 33 association, or unit owner is offering to pay or receive. A 34 declarant's offer shall also include its commitment to pay costs and 35 fees that may be awarded as provided in this section. The declarant, 36 association, and unit owner may make more than one offer of judgment so p. 15 EHB 1848 1 long as each offer is timely made. Each subsequent offer supersedes 2 and replaces the previous offer. Any offer not accepted within twenty- 3 one days of the service of that offer is deemed rejected and withdrawn 4 and evidence thereof is not admissible and may not be provided to the 5 court or arbitrator except in a proceeding to determine costs and fees 6 or as part of the motion identified in subsection (3) of this section. 7 (3) A declarant's offer must include a demonstration of ability to 8 pay damages, costs, and fees, including reasonable attorneys' fees, 9 within thirty days of acceptance of the offer of judgment. The 10 demonstration of ability to pay shall include a sworn statement signed 11 by the declarant, the attorney representing the declarant, and, if any 12 insurance proceeds will be used to fund any portion of the offer, an 13 authorized representative of the insurance company. If the association 14 or unit owner disputes the adequacy of the declarant's demonstration of 15 ability to pay, the association or unit owner may file a motion with 16 the court requesting a ruling on the adequacy of the declarant's 17 demonstration of ability to pay. Upon filing of such motion, the 18 deadline for a response to the offer shall be tolled from the date the 19 motion is filed until the court has ruled. 20 (4) An association or unit owner that accepts the declarant's offer 21 of judgment shall be deemed the prevailing party and, in addition to 22 recovery of the amount of the offer, shall be entitled to a costs and 23 fees award, including reasonable attorneys' fees, in an amount to be 24 determined by the court in accordance with applicable law. 25 (5) If the amount of the final nonappealable or nonappealed 26 judgment, exclusive of costs or fees, is not more favorable to the 27 offeree than the offer of judgment, then the offeror is deemed the 28 prevailing party for purposes of this section only and is entitled to 29 an award of costs and fees, including reasonable attorneys' fees, 30 incurred after the date the last offer of judgment was rejected and 31 through the date of entry of a final nonappealable or nonappealed 32 judgment, in an amount to be determined by the court in accordance with 33 applicable law. The nonprevailing party shall not be entitled to 34 receive any award of costs and fees. 35 (6) If the final nonappealable or nonappealed judgment on damages, 36 not including costs or fees, is more favorable to the offeree than the 37 last offer of judgment, then the court shall determine which party is EHB 1848 p. 16 1 the prevailing party and shall determine the amount of the costs and 2 fees award, including reasonable attorneys' fees, in accordance with 3 applicable law. 4 (7) Notwithstanding any other provision in this section, with 5 respect to claims brought by an association or unit holder, the 6 liability for declarant's costs and fees, including reasonable 7 attorneys' fees, shall: 8 (a) With respect to claims brought by an association, not exceed 9 five percent of the assessed value of the condominium as a whole, which 10 is determined by the aggregate tax -assessed value of all units at the 11 time of the award; and 12 (b) With respect to claims brought by a unit owner, not exceed five 13 percent of the assessed value of the unit at the time of the award. 14 Sec. 18. RCW 64.34.415 and 1992 c 220 s 22 are each amended to 15 read as follows: 16 (1) The public offering statement of a conversion condominium shall 17 contain, in addition to the information required by RCW 64.34.410: 18 (a) Either a copy of a report prepared by an independent, licensed 19 architect or engineer, or a statement by the declarant based on such 20 report, which report or statement describes, to the extent reasonably 21 ascertainable, the present condition of the building enclosure and of 22 all structural components and mechanical and electrical installations 23 material to the use and enjoyment of the condominium except that the 24 portion of the report pertaining to the building enclosure may be 25 prepared by a qualified building inspector who satisfies the 26 requirements of section 5 of this act; 27 (b) A statement by the declarant of the expected useful life of 28 each item reported on in (a) of this subsection or a statement that no 29 representations are made in that regard; and 30 (c) A list of any outstanding notices of uncured violations of 31 building code or other municipal regulations, together with the 32 estimated cost of curing those violations. Unless the purchaser waives 33 in writing the curing of specific violations, the extent to which the 34 declarant will cure such violations prior to the closing of the sale of 35 a unit in the condominium shall be included. 36 (2) With respect to a conversion condominium to which section 10 of p. 17 EHB 1848 1 thig act applies, the declarant shall perform building enclosure 2 repairs if required to do so by section 10(1)(b)(iv) of this act. 3 (3) This section applies only to condominiums containing units that 4 may be occupied for residential use. 5 Sec. 19. RCW 64.34.410 and 2004 c 201 s 11 are each amended to 6 read as follows: 7 (1) A public offering statement shall contain the following 8 information: 9 (a) The name and address of the condominium; 10 (b) The name and address of the declarant; 11 (c) The name and address of the management company, if any; 12 (d) The relationship of the management company to the declarant, if 13 any; 14 (e) A list of up to the five most recent condominium projects 15 completed by the declarant or an affiliate of the declarant within the 16 past five years, including the names of the condominiums, their 17 addresses, and the number of existing units in each. For the purpose 18 of this section, a condominium is "completed" when any one unit therein 19 has been rented or sold; 20 (f) The nature of the interest being offered for sale; 21 (g) A brief description of the permitted uses and use restrictions 22 pertaining to the units and the common elements; 23 (h) A brief description of the restrictions, if any, on the renting 24 or leasing of units by the declarant or other unit owners, together 25 with the rights, if any, of the declarant to rent or lease at least a 26 majority of units; 27 (i) The number of existing units in the condominium and the maximum 28 number of units that may be added to the condominium; 29 (j) A list of the principal common amenities in the condominium 30 which materially affect the value of the condominium and those that 31 will or may be added to the condominium; 32 (k) A list of the limited common elements assigned to the units 33 being offered for sale; 34 (1) The identification of any real property not in the condominium, 35 the owner of which has access to any of the common elements, and a 36 description of the terms of such access; EHB 1848 p. 18 1 (m) The identification of any real property not in the condominium 2 to which unit owners have access and a description of the terms of such 3 access; 4 (n) The status of construction of the units and common elements, 5 including estimated dates of completion if not completed; 6 (o) The estimated current common expense liability for the units 7 being offered; 8 (p) An estimate of any payment with respect to the common expense 9 liability for the units being offered which will be due at closing; 10 (q) The estimated current amount and purpose of any fees not 11 included in the common expenses and charged by the declarant or the 12 association for the use of any of the common elements; 13 (r) Any assessments which have been agreed to or are known to the 14 declarant and which, if not paid, may constitute a lien against any 15 units or common elements in favor of any governmental agency; 16 (s) The identification of any parts of the condominium, other than 17 the units, which any individual owner will have the responsibility for 18 maintaining; 19 (t) If the condominium involves a conversion condominium, the 20 information required by RCW 64.34.415; 21 (u) Whether timesharing is restricted or prohibited, and if 22 restricted, a general description of such restrictions; 23 (v) A list of all development rights reserved to the declarant and 24 all special declarant rights reserved to the declarant, together with 25 the dates such rights must terminate, and a copy of or reference by 26 recording number to any recorded transfer of a special declarant right; 27 (w) A description of any material differences in terms of 28 furnishings, fixtures, finishes, and equipment between any model unit 29 available to the purchaser at the time the agreement for sale is 30 executed and the unit being offered; 31 (x) Any liens on real property to be conveyed to the association 32 required to be disclosed pursuant to RCW 64.34.435(2)(b); 33 (y) A list of any physical hazards known to the declarant which 34 particularly affect the condominium or the immediate vicinity in which 35 the condominium is located and which are not readily ascertainable by 36 the purchaser; 37 (z) A brief description of any construction warranties to be 38 provided to the purchaser; p. 19 EHB 1848 1 (aa) Any building code violation citations received by the 2 declarant in connection with the condominium which have not been 3 corrected; 4 (bb) A statement of any unsatisfied judgments or pending suits 5 against the association, a statement of the status of any pending suits 6 material to the condominium of which the declarant has actual 7 knowledge, and a statement of any litigation brought by an owners' 8 association, unit owner, or governmental entity in which the declarant 9 or any affiliate of the declarant has been a defendant, arising out of 10 the construction, sale, or administration of any condominium within the 11 previous five years, together with the results thereof, if known; 12 (cc) Any rights of first refusal to lease or purchase any unit or 13 any of the common elements; 14 (dd) The extent to which the insurance provided by the association 15 covers furnishings, fixtures, and equipment located in the unit; 16 (ee) A notice which describes a purchaser's right to cancel the 17 purchase agreement or extend the closing under RCW 64.34.420, including 18 applicable time frames and procedures; 19 (ff) Any reports or statements required by RCW 64.34.415 or 20 64.34.440(6)(a). RCW 64.34.415 shall apply to the public offering 21 statement of a condominium in connection with which a final certificate 22 of occupancy was issued more than sixty calendar months prior to the 23 preparation of the public offering statement whether or not the 24 condominium is a conversion condominium as defined in RCW 25 64.34.020(10); 26 (gg) A list of the documents which the prospective purchaser is 27 entitled to receive from the declarant before the rescission period 28 commences; 29 (hh) A notice which states: A purchaser may not rely on any 30 representation or express warranty unless it is contained in the public 31 offering statement or made in writing signed by the declarant or by any 32 person identified in the public offering statement as the declarant's 33 agent; 34 (ii) A notice which states: This public offering statement is only 35 a summary of some of the significant aspects of purchasing a unit in 36 this condominium and the condominium documents are complex, contain 37 other important information, and create binding legal obligations. You 38 should consider seeking the assistance of legal counsel; EHB 1848 p. 20 1 (jj) Any other information and cross-references which the declarant 2 believes will be helpful in describing the condominium to the 3 recipients of the public offering statement, all of which may be 4 included or not included at the option of the declarant; 5 (kk) A notice that addresses compliance or noncompliance with the 6 housing for older persons act of 1995, P.L. 104-76, as enacted on 7 December 28, 1995; 8 (11) A notice that is substantially in the form required by RCW 9 64.50.050; ((and)) 10 (mm) A statement, as required by RCW 64.35.210, as to whether the 11 units or common elements of the condominium are cove -red by a qualified 12 warranty, and a history of claims under any such warranty; and 13 (nn) A statement that the building enclosure has been designed and 14 inspected as required by sections 2 through 10 of this act, and, if 15 required, repaired in accordance with the requirements of section 10 of 16 this act. 17 (2) The public offering statement shall include copies of each of 18 the following documents: The declaration, the survey map and plans, 19 the articles of incorporation of the association, bylaws of the 20 association, rules and regulations, if any, current or proposed budget 21 for the association, ((and)) the balance sheet of the association 22 current within ninety days if assessments have been collected for 23 ninety days or more, and the inspection and repair report or reports 24 prepared in accordance with the requirements of section 10 of this act. 25 If any of the foregoing documents listed in this subsection are not 26 available because they have not been executed, adopted, or recorded, 27 drafts of such documents shall be provided with the public offering 28 statement, and, before closing the sale of a unit, the purchaser shall 29 be given copies of any material changes between the draft of the 30 proposed documents and the final documents. 31 (3) The disclosures required by subsection (1)(g), (k), (s), (u), 32 (v), and (cc) of this section shall also contain a reference to 33 specific sections in the condominium documents which further explain 34 the information disclosed. 35 (4) The disclosures required by subsection (1)(ee), (hh), (ii), and 36 (11) of this section shall be located at the top of the first page of 37 the public offering statement and be typed or printed in ten -point bold 38 face type size. p. 21 EHB 1848 . . 1 (5) A declarant shall promptly amend the public offering statement 2 to reflect any material change in the information required by this 3 section. 4 Sec. 20. RCW 64.34.100 and 2004 c 201 s 2 are each amended to read 5 as follows: 6 (1) The remedies provided by this chapter shall be liberally 7 administered to the end that the aggrieved party is put in as good a 8 position as if the other party had fully performed. However, 9 consequential, special, or punitive damages may not be awarded except 10 as specifically provided in this chapter or by other rule of law. 11 (2) Except as otherwise provided in sections 11 through 17 of this 12 act or chapter 64.35 RCW, any right or obligation declared by this 13 chapter is enforceable by judicial proceeding. The arbitration 14 proceedings provided for in sections 11 through 17 of this act shall be 15 considered judicial proceedings for the purposes of this chapter. 16 NEW SECTION. Sec. 21. A new section is added to Article 1 of 17 chapter 64.34 RCW to read as follows: 18 Chapter 64.-- RCW (sections 1 through 17 of this act) includes 19 requirements for the inspection of the building envelopes of multiunit 20 residential buildings and for the resolution of disputes regarding 21 defects therein. 22 NEW SECTION. Sec. 22. CAPTIONS. Captions used in this act are 23 not any part of the law. 24 NEW SECTION. Sec. 23. Sections 1 through 17 of this act 25 constitute a new chapter in Title 64 RCW. 26 NEW SECTION. Sec. 24. EFFECTIVE DATE. This act takes effect 27 August 1, 2005. --- END -- EHB 1848 p. 22 S HNCSARCH|TECT3 Re: Attachment Allen Johannesaen'City ofTukwila LeviJette.SHKSArchitects August30'2018 Pacific Court —#Dl8'U237&D1S-]238 Sales Prohibition Covenant ° VVAEngrossed House Bill 1E48 * Sales Prohibition Covenant AJlenJohanneanen' RECE'A'VED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER The King County Housing Authority (KCHA) is submitting a Condo Sales Prohibition Covenant in response to permit correction item #2 for permit #D1 9-0237 and D19-0238 at the Pacific Court apartments located at 4O28S14S"StinTukwila, WA. Per the permit corrections, it was noted that Engrossed House Bill 1848 (EHB) requires all multiunit residential buildings to have the building enclosure inspected by a 'qualified inspector' during construction, whether the building is new or being rehabilitated. KCHA and SHKS have successfully submitted condo prohibition covenants in jurisdictions throughout King County to satisfy the requirements of this law which is intended to target developers and contractors for poor construction that is quickly sold to evade liability. KCHA has a long-term commitment to all their properties including Pacific Court, and through the submittal of this sale prohibition covenant they satisfy EHB 1848 both the letter and the intent of this law. EHB1848Sec.1.(1>states that, "Sections % through 1Oofthis chapter apply toany multiunit residential building for which the permit for construction or rehabilitative construction of such building was issued on o,after the effective date ofthis oot." Emphasis SHKS. Sec.2 'Definitions' (0) states. "'Multiunit residential building' means: (a) Abui|ding containing more than two attached dwelling unito, including building containing nonresidential units if the building also contains more than two attached dwelling units, but excluding the following classes of buildings:" Sec.2.(6)(a)(vi) under those exclusions states, "A building in which all ofthe dwelling units are held under one ownership and iasubject toa recorded irrevocable sale prohibition covenant." Emphasis SHKS. lVoVm. 38th5t. Smau|o, vvx98loo n~ 208.675.9151 ww~.oxkoanchitecta.00nn CORRECTION Y5 ' S H K SARCH|TECTS Seo.2.(9)defines the covenant oofollows, ^'5a|aprohibition covenant' means ocovenant that prohibits the sale o/ other disposition of individual dwelling units as or as pert of a condominium for five years or more from the date offirst occupancy except oa otherwise provided in section 10 of this oot' and the developer has submitted totheappropriatebui|dingdepartnnentaoerbfiednupyofthenaoVrdedoovenant...^ Uyou have any questions, please feel free tocontact us. | LeviJatte,A|A SHKSArchitects P:2OO'224'3317 1050m�38th Sv� Seattle, wmnalVa PH. 206a75.9151 ^ � ^ City of Tukwila Department of Community Development August 16, 2019 MICHAEL CUADRA 700 ANDOVER PARK W - SUITE C TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0238 PACIFIC COURT - BLDG B - 4028 S 146 ST Dear MICHAEL CUADRA, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Typically reroof of a building shall be under a separate permit. However, if the same contractor is to do the reroof, this shall be specified on the permit documents. In either case, the permit shall include manufactures specifications for the roofing to be installed. For flat roof the total R-value shall be R-38 for flat roofs. This information shall also be included on the plan documentations and details. Please clarify reroof installer and show the insulation R-value R-38. 2. Engrossed House Bill 1848 (EHB) requires all multiunit residential buildings to have the building enclosure inspected by a "qualified inspector" during construction, whether the building is new or being rehabilitated. Provide notes specifying special inspections for the building enclosure by a qualified/certified building envelope inspector. 3. Engineers drawings are stamped and signed by the engineer. However, the date of signature is missing. Provide documents by the engineer to include date of signature next to the engineers signed stamp. See general notes above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Kyle Cotchett at (206)-433-7166 if you have questions regarding these comments. 1. Please provide a cost breakdown of exterior renovation cost and interior renovation cost to determine if design review is required. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheetmust accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, aetteetve andace Nichols Permit Technician File No, DI9-0238 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD GOP? d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0238 PROJECT NAME: PACIFIC COURT - BLDG B SITE ADDRESS: 4028 S 146TH ST Original Plan Submittal DATE: 09/06/19 Revision # X Response to Correction Letter # 1 Revision # before Permit Issued after Peiniit Issued DEPARTMENTS: t- la I Building Division Public Works Fire Prevention Structural 6k\V anning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 10/01/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping D PW Staff Initials: 12/18/2013 PERMIT COORD COPY cy PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0238 DATE: 07/24/19 PROJECT NAME: PACIFIC COURT - BLDG B SITE ADDRESS: 4028 S 146 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Division um /14) H9 Public Works PRELIMINARY REVIEW: MA VA Fire Prevehtion Structural n C/ Planning — Planning Division Permit Coordinator II Not Applicable (no approval/review required) DATE: 07/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/22/19 Approved with Conditions E 4iski Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: (4' Departments issued corrections: BI Fire E] Ping PW LJ Staff Initial 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/27/2019 Plan Check/Permit Number: D 19-023 8 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Pacific Court — BLDG B Project Address: 4028 S 146 St Contact Person: LEVI JETTE Summary of Revision: BUILDING DEPARTMENT 1. DRAWINGS REVISED TO INCLUDE BLOWN -IN CELLULOSE INSULATION IN ROOF CAVITY OF BUILDING B. SEE DETAIL 3 / A5.3. INSULATION TAPERS FROM 1-1/2" TO 10-1/2" (R-9.75 TO R68.25) PLUS R-32 FOR BLOWN -IN CELLULOSE WHICH WILL EXCEED R-38 REQUIRED PER WSEC TABLE A102.2.6(1). ALSO INCLUDED IN THIS RESUBMITTAL. ARE THE ROOFING MANUFACTURER'S SPECIFICATIONS AND INSALLATION INSTRUCTIONS. 2. KING COUNTY HOUSING AUTHORITY WILL PROVIDE A SALES PROHIBITION COVENANT TO SATISFY RCW 64.55 3. STRUCTURAL DRAWINGS (S1.1 THRU S1.5) AND STRUCTURAL CALCULATIONS HAVE BEEN STAMPED AND DATED. PLANNING DEPARTMENT 1. COST ESTIMATE OF RENOVATIONS INCLUDED. RECEIVED CITY OF TUKWILA AUG 30 2019 PERMIT CENTER Phone Number: 206-224-3317 SheetNumber(s): A5.3, S1.1, S1.2, S1.3, S1.4, S1.5 "Cloud" or highlight all areas of revision includin da of e isn il Received at the City of Tukwila Pet Center by: r1 Entered in TRAKiT on / C:\Users\bill-r'Desktop\Revision Submittal Form_doc Revised: August 2015 Home Espanol Contact, Search L&I SEAVCR Safety & Health Claims & Insurance 411114 Washington State Department of Labor & Industries AZ Index Help My 1.,&I Workplace Rights Trades & Licensing AMERICAN WEST CONTRACTING CO Owner or tradesperson Principals SPEAR, ROBERT AMDREW, PRESIDENT SPEAR, GREGORY, VICE PRESIDENT (End: 05/22/2015) Doing business as AMERICAN WEST CONTRACTING CO WA UBI No. 602 709 882 1244 S. Sprague Ave. TACOMA, WA 98405 253-359-4371 PIERCE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. AMERIWC938LK Effective — expiration 06/12/2007— 06/29/2021 Bond WESTERN SURETY CO Bond account no. 15126756 $12,000.00 Received by L&I Effective date 07/10/2008 07/01/2008 Expiration date Until Canceled Insurance Houston Specialty Ins Co Policy no. TEN-22277 Received by L&I 11/07/2018 $1,000,000.00 Effective date 11/07/2018 Expiration date 11/07/2019 Insurance history Savings No savings accounts during the previous 6 year period. No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve SHKSARCHITECTS PACIFIC COURT ENVELOPE UPGRADE DRAFTING SYMBOLS 4028 9 146TH ST, TUKWILA, WA ABBREVIATIONS GE 0R GrTWAN & AND GA GAUGE QT QUARRY TILE SIM L ANGLE BALM GALVANIZED 1 WALL SECTION NE rr1..Ftluu'C' @ AT GB GRABBAR RorRAD RADIUS A101 0 DIAMETER GL GLASS RB RESILIENT BASE # POUND OR NUMBER GLB GLU-LAM BEAM RCP REFLECTED CEILING PLAN (E) EXISTING GND GROUND flD ROOF DRAIN 1A11 SIM CL CENTERLINE OR GRADE REF REFERENCE 1 BLDG SECTION GRT'D GROUTED REFR REFRIGERATOR A101 A.B. ANCHOR BOLT GWB GYPSUM WALL BOARD REINF REINFORCED ARV ABOVE HB HOSE BIBB RELOC REBID RELOCATE REQUIRED 1 tyt/;lyr_ CCntr AC AIR CONDITIONING HC HANDICAP RES RESILIENT ACT ACU ACOUSTIC CEILING TILE AIR CONDITION UNIT HCMU HOLLOW CLAY MASONRY UNIT RM ROOM 1 A101 1 EXTERIOR ELEVATION ADJ ADJUSTABLE HOWD HARDWOOD flD ROUGH OPENING "L f "' 1 c ' `I' Br t1't AFF ABOVE FINISHED FLOOR HOWE HARDWARE HT HEIGHT flV RL ROOF VENT RAIN WATER LEADER Mawr -Skyway ALT ALTERNATE HIM HOLLOW METAL 1 ALUM APPROX ALUMINUM APPROXIMATELY HR HOUR HORIZ HORIZONTAL S SOUTH 1 Renton SA SMOKE ALARM BLDG BUILDING I.D. INSIDE DIAMETER SC SOLID CORE 1 A101 1 INTERIOR ELEVATION Tukwila BLW BELOW INSUL INSULATION S SECT SCHEDULE SECTION B.O. BOTTOM OF INT INTERIOR SG SAFETY GLASS 1 B87FIGn' 15 BHT SHEET CB CATCH BASIN JAN JANITOR JT JOINT SIM SIMILAR t'-Ji CBB CEMENT BACKER BOARD SPEC SPECIFICATION 1 SIM DETAIL - fC t GEM CJ CEMENT CONTROL JOINT KIT KITCHEN SQ S.S. SQUARE STAINLESS STEEL A101 Sti€J 111 Cd ill rrn CL CENTERLINE LAB LABORATORY STA STATION S eaT�C COc CLG CEILING LAM LAMINATE STD STANDARD QrIIIL Et CLR CLEAR LAV LAVATORY STL STEEL Norritaneiy CO COL CLEAN OUT COLUMN LKR LOCKER STN STOR STAIN STORAGE NORTH ARROW Paris. 'ter CONC CONCRETE LOC LOCATE LT LIGHT STRUCT STRUCTURE COND CONDITION LVL LAMINATED VENEER LUMBER SOG SLAB ON GRADE $ CONT CPT CONTINUOUS CARPET M MEN'S SUSP SYM SUSPENDEDn SYMMETRICAL CT CERAMIC TILE MATL MATERIAL GRID HEAD DEL DOUBLE MAX MAX MUM T,TMP TEMPERED VICINITY MAP DEMO DEMOLISH MC MEDICINE CABINET MECH MECHANICAL T&G TONGUE &GROOVE ROOM NAME ROOM TAG NTS OF DRINKING FOUNTAIN MEMB MEMBRANE TEL TELEPHONE 101 DIA DIAMETER MFR MANUFACTURER TER TERRAllO CLIFF DFFUSER MIN MINIMUM THK THICK DIM DIMENSION MIR MIRROR T.O. TS TOP OF TUBE STEEL it WINDOW TAG GENERAL NOTES DISP ON DISPENSER DOWN MISC MISCELLANEOUS MH MANHOLE TV TELEVISION DR DOOR MO MASONRY OPENING TYP TYPICAL t i WALL TAG 1, MATERIALS, ASSEMBLIES AND NOTED ITEMS ARE NEW UNLESS OTHERWISE NOTED. IDS DOWNSPOUT MTD MOUNTED 2. CONTRACTOR SHALL VERIFY CONDITIONS. NOTIFY THE ARCHITECT OF ANY CONDITIONS INCONSISTENT WITH THE INTENT OF THE DRAWINGS OTL DETAIL MTD METAL UL UNDERWRITERS' LABORATORIES PRIOR TO STARTING OR CONTINUING WORK IN THE AREA CONCERNED. DW DISHWASHER MULL MULLION UNO UNLESS NOTED OTHERWISE DOOR TAG DO NOT DISCONNECT POWER, DATA OR CABLE DURING CONSTRUCTION. COORDINATE REQUIRED SHUTDOWNS WITH OWNER. E EAST N NORTH VCT VINYL COMPOSITION TILE 73. CODE: EA EACH NA NOT APPLICABLE VERT VERTICAL 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES AND LOCAL BUILDING REQUIREMENTS, WHICH INCLUDE THE MOST CURRENT EDITIONS OF ECS EXTERIOR COMPOSITE SIDING NIC NOT IN CONTRACT VEST VESTIBULE THE INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS, INTERNATIONAL MECHANICAL CODE (IMC), NATIONAL ELECTRICAL CODE (NEC), EF EXHAUST FAN NON NOMINAL VIP VERIFY IN FIELD KEY NOTE INTERNATIONAL FIRE CODE (IFC), AND WASHINGTON STATE ENERGY CODE (WEC). EJ EXPANSION JOINT NTS NOT TO SCALE VTR VENT THRU ROOF / `�/ 2. PER IEBC 503.1, ALL WORK IS CLASSIFIED AS AN ALTERATION LEVEL 1 - REMOVAL OR REPLACEMENT OF EXISTING MATERIALS, ELEMENTS, EL ELEVATION NR NOT RATED EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE. PER IEBC 701.2, AN ELEC ELECTRICAL W WEST NAME ELEVATION NOTE EXISTING BUILDING SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING CONDITION. ELEV ELEVATOR W/ WITH ELEVATION 3. PER WSEC 503.1.1 EXCEPTION 3, THE BUILDING ENVELOPE ALTERATION IS NOT REQUIRED TO MEET NEW CONSTRUCTION BECAUSE THE WALL AND E EMERGENCY DA OVERALL WC WATER CLOSET ROOF CAVITIES ARE NOT BEING EXPOSED DURING CONSTRUCTION AND THE ENERGY USE OF THE BUILDING IS NOT INCREASING. PER WSEC ED EQUAL OBS OBSCURE WD WOOD 503.1.1.1, REPLACEMENT FENESTRATION WILL MEET U-FACTORS AND SHGC PER TABLE R402.1.2. EXP EXPANSION O.C. ON CENTER WF WIDE FLANGE SPOT ELEVATION 4. REFER TO WINDOW SCHEDULE FOR WINDOW SIZES AND TYPES. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE OR D.D. OUTSIDE DIAMETER W/0 WITHOUT T.O. XXX WITHIN 24" OF A DOOR IN ANY POSITION TO BE TEMPERED GLASS UNLESS INDICATED OTHERWISE. FBP FIBER BOARD PANEL OFF OFFICE OPNG OPENING WOM WALK OFF MAT dddd 5. MECHANICAL, ELECTRICAL AND PLUMBING PERMITS TO BE APPLIED FOR UNDER SEPARATE APPLICATION BY CONTRACTOR. FD FLOOR DRAIN OPP OPPOSITE WM WOMEN'S FE FIRE EXTINGUISHER WP WR WATERPROOFING WATER RESISTANT � - - CENTERLINE HAZMAT: 1. THE CONTRACTOR WILL SUSPEND WORK IMMEDIATELY AND NOTIFY THE OWNER IF MATERIALS SUSPECTED OF BEING HAZARDOUS, AND NOT FF FINISH FLOOR PC PRECAST CONCRETE WSCT WAINSCOT PREVIOUSLY IDENTIFIED, ARE ENCOUNTERED IN THE COURSE OF THE CONTRACTOR'S WORK. PH FIRE HYDRANT PL PLATE WT WEIGHT FIN FINISH PLAS PLASTER DEMOLITION: FLR FLOOR PLY PLYWOOD R - PROPERTY LINE 1. WHERE ITEMS ARE INDICATED ON PLANS TO BE DEMOLISHED, IT SHALL MEAN THE COMPLETE REMOVAL AND DISPOSAL OF THE ITEM INDICATED F.O. FACE OF P.LAM PLASTIC LAMINATE UNLESS OTHERWISE NOTED. "REMOVE" MEANS TO COMPLETELY AND PERMANENTLY REMOVE FROM THE PROJECT. FDIC FURNISHED BY OWNER, INSTALL BY CONTRACTOR PNT PAINT XXX X„O( FLOOR TRANSITION 2. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR CUTTING AND PATCHING WORK. F010 FURNISHED BY OWNER POC POINT OF CONNECTION PR PAIR DIMENSIONS: INSTALL BY OWNER PSL PARALLEL STRAND LUMBER REVISION 1. DO NOT SCALE DRAWINGS. Ffl FIRE RESISTANT PT PRESSURE TREATED 1 2, VERIFY DIMENSIONS SHOWN ON DRAWINGS. USE ONLY DIMENSIONS INDICATED. PRIOR TO STARTING OR CONTINUING WORK, NOTIFY ARCHITECT FS FLOOR SINK PTN PARTITION DESCRIPTION OF DISCREPANCIES OR CONDITIONS INCONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. BREAKLINE 3. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, OR FACE OF STUD, UNLESS OTHERWISE NOTED. 4. FINISHED SURFACE OF INFILL OR EXTENSIONS OF EXISTING PARTITIONS SHALL ALIGN WITH ADJACENT EXISTING SURFACES UNLESS OTHERWISE NOTED. DIMENSION POINT 5, VERTICAL DIMENSIONS ARE MEASURED FROM STRUCTURAL SLAB, TOP OF STEEL OR TOP OF SHEATHING, UNLESS NOTED OTHERWISE, MATERIAL SYMBOLS COORDINATION: DETAIL BORDER 1. COORDINATE ALL OPERATIONS WITH OWNER, SUCH AS AREAS USED FOR MATERIAL STORAGE, ACCESS TO AND FROM THE SITE, TIMING OF WORK AND REQUIREMENTS OF NOISE ORDINANCE. INSTALL DUST AND NOISE BARRIERS AS REQUIRED TO PROTECT EXISTING ADJACENT BUILDINGS AND TO MAINTAIN AN ENVIRONMENT SUITABLE 70 PERMIT CONTINUED OCCUPANCY OF SUBJECT AND ADJACENT BUILDINGS. OCCUPANTS AND 2. REVIEW DEMOLITION DRAWINGS. PATCH AND REPAIR ALL EXISTING SURFACES AFFECTED BY DEMOLITION WORK. BATT INSULATION CONCRETE RIGID INSULATION I 3. VERIFY LOCATIONS OF EXISTING UTILITIES, CAP, MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. ' ' 4, PIPING, CONDUITS, DUCTS, ETC. SHALL BE CONCEALED IN WALLS, CHASES, ABOVE SUSPENDED CEILINGS, BELOW FLOORS OR BE FURRED -IN IN ROOMS WITH EXISTING CEILINGS, UNLESS OTHERWISE NOTED. DO NOT CONCEAL PIPING, CONDUITS, DUCTS, ETC. IN ELECTRICAL, MECHANICAL, I_ (III EARTH �Oa�oOgO GRAVEL WOOD J AND COMMUNICATION ROOMS. 5. COORDINATE AND PROVIDE REQUIRED PENETRATIONS AND PATCHING WITH INDIVIDUAL SUBCONTRACTORS 70 SUIT NEW WORK. MASONRY PLYWOOD � STEEL REVISIONS No d:anaes sna;l be ataoe to the scope of work without pc0' anoroval of the Tukwila Buddlnq Division, NOTE: Revlslbns will require a new plan submittal and may include additional plan review. PROJECT INFORMATION DESIGN TEAM PROJECT OWNER ARCHITECT KING COUNTY HOUSING AUTHORITY SHKS ARCHITECTS 1050 NORTH 38TH ST PROJECT MANAGER SEATTLE, WA 98103 AMY KURTZ TEL: 206.675.9151 CONTACT: LEVI JETTE PROJECT ADDRESS EMAIL: levij@shksarchitects.com 4028 S 146TH ST TUKWILA, WA 98168 ELECTRICAL ENGINEER CASE ENGINEERING SCOPE DESCRIPTION 19515 NORTH CREEK PARKWAY, SUITE 302 EXTERIOR ENVELOPE UPGRADES INCLUDING REPLACEMENT OF BOTHELL, WA 98011 EXTERIOR SIDING, ROOFING, TRIM, SOFFITS, WEATHER PROOFING, CONTACT: MICHAEL CASE, PE WINDOWS, DOORS, LIGHTING, GUTTERS, AND DOWNSPOUTS. TEL: 425-402-9400 EMAIL: michael@caseeng.com RAL ENGINEER STRUCTUCTURALSOLU ZONING ANALYSIS PCS STRUCTURAL SOLUTIONS 1011 WESTERN AVE #810 SEATTLE, WA 98104 NUMBER PARCEL UM PARCEL CONTACT:DAN TAPPEL TEL: 206-292.5076 EMAIL: dtappel@pcs-structural.com LEGAL DESCRIPTION ADAMSHOME TRS APPLICABLE CODES OCCUPANCY PER IBC R-2 CITY OF TUKWILA MUNICIPAL CODE LOT AREA 2015 INTERNATIONAL BUILDING CODE 40,216 SF / .92 ACRES 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL EXISTING BUILDING CODE ZONE 2015 INTERNATIONAL MECHANICAL CODE (IMC) HDR 2015 UNIFORM PLUMBING CODE 2015INTERNATIONAL FIRE CODE CURRENT USE - 2015 INTERNATIONAL FUEL GAS CODE APARTMENT 2017 WASHINGTON CITIES ELECTRICAL CODE YEAR BUILT ALL CODES ADOPTED AND AMENDED BY THE STATE 1969 BUILDING CODE COUNCIL IN CHAPTER 51 WAG (E) BLDG AREA 26,402 SF (E) LOT COVERAGE 14,363 SF HT LIMIT 45' MAX PROPOSED: 19' 1 3/8" PARKING QUANTITY NO CHANGE REQUIRED SETBACKS NO CHANGE FIL P..It No. Plan review approval is subject to errors and omissions. Approval of construction documents does n01 authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and )l A1: Jis kfletYled BYje Date 1 Q • 4 .i • 4 . 14 City of TUKWl to BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED St4EP 2 7 2019 ' 1- 00 City of Tukwila BUILDING DIVISION SHEET INDEX ADO COVER SHEET u vas rrprng Ai.O SITE PLAN City of Tukwila BUILDING DIVISION A02.1 b DEMO - BLDG B - FLOOR PLANS AD2.2b DEMO - BLDG B - ROOF PLAN _ AD3.1 b DEMO - BLDG B - ELEVATIONS - AD4.1 DEMO SECTION A2.1 b BLDG B - FLOOR PLAN - A2.2b BLDG B - ROOF PLAN - �KlngCounty A3.1 b BLDG B - EXTERIOR ELEVATIONS -Housing Authority A3.1 ENLARGED ELEVATIONS PACIFIC COURT A4.1 BUILDING SECTION - A5.1 DETAILS _ ENVELOPE A5.2 DETAILS - UPGRADE A5.3 DETAILS ASA DETAILS - A5.5 DETAILS A5.6 DOOR SCHEDULE & DETAILS _ A5.7 WINDOW SCHEDULE & DETAILS - 100% V0 S1.1 STRUCTURAL DETAILS S1.2 STRUCTURAL DETAILS - $1.3 GENERAL NOTES H ST UK 814WA 98168 T WILA, W - TUKWILA, SI A GENERAL NOTES $1.5 GENERAL NOTES EO.1 LEGEND, LIGHTING SCHEDULE, ENERGY - FORMS Drawn by: FC E0.2 RISER DIAGRAM & PANEL SCHEDULES - E1.1 ELECTRICAL SITE PLAN - Checked: Li E2.1 BUILDING A 1ST FLOOR ELECTRICAL PLAN Date: 07/12/2019 E2.2 BUILDING A 2ND FLOOR ELECTRICAL PLAN - E2.3 BUILDING B ELECTRICAL PLANS - Scale: As indicated E3.1 BU LDING A ELECTRICAL ELEVATIONS E3.2 BUILDING B/MAINTENANCE BUILDING - Revisions: Remarks ELECTRICAL ELEVATIONS - No. Date E4.1 LIGHTING CALCULATION SITE PLAN RECEIVED CITY OF TUKWILA JUL 2 4 2019 = PERMIT CENTER COVER SHEET Au.0 S H K S A R C H I T E C T S ALIGN DEMO W/ (E) EXPANSION JOINT ALIGN DEMO W/ (E) SIDEWALK EDGE I I DEMO (E) PATIO DOOR I I I I I I ( CONCRETE PATIO DEMO SCOPE 1 1-P" =1,.0„ F _ PROPERTY LINEt28.74' -r -- x—GW x— x— x (E) RETAINING WALL (E) BLDG B x 4,060 SF +/- FLOOR PLATE TYP (E) (MECHANICAL BLDG 870 SF +/- ` (E) PAVED F`i9 COURTYARD (E) MANHOLE 0 32.9rvP (E) ASPHALT H PARKING — SITE 11"= 2C2C :J o= O x °- (E) TRASH ENCLOSURE TYP 0 J x x � (E) VEHICLE GATE PROPERTY LINE 128.74- S 146TH ST x 'S --�— (E) 6' WD FENCE, TYP � 0 I ( (E) BLDG A 8,450 SF FLOOR PLATE I� IIj''� '' z n ' cc o 03 il, L I �x —x —x x N � (E) PEDESTRIAN GATE -- KEYNOTE LEGEND -_ NARK KEYNOTE TEXT ?6.13 SITE LIGHTING, REF ELEC 32.6 TRENCH AT CONDUIT BETWEEN BUILDINGS, REF TO ELECTRICAL, ACCOMODATE 12" SEPARATION BETWEEN — CONDUIT, 24" DEPTH AT DRIVEWAYS AND PARKING LOTS, 1WDEPTH ALL OTHER LOCATIONS, REF TO ELEC, TYP — 32.7 REPAIR ASPHALT AT REMOVED COLUMN LOCATIONS 32.8 SALVAGE (E) WHEEL STOPS — 32.9 RESTRIPING TO BE COORDINATED W/ OWNER, (9) STALLS — 32.10 BUILDING MOUNTED SITE LIGHTING, REF TO ELECTRICAL FOR ACTUAL LOCATIONS, TYP )22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB 1050 N.36th St. Seattle, WA 98103 - 206.675.9151 LIGHTING LEGEND — www.shksarchitects.com o 0-0 LIGHTING PER ELEC _ 5I58 REGISTERED TRENCHING — ARC ITEGT JONATHAN H, HA G STATE 'pf WASHI GTO — King County Housing Authority _ PACIFIC COURT - ENVELOPE - UPGRADE RECEIVER — CITY OF TUKWILA JUL 2 4 2019 PERMIT CENTER _ 100% CD GENERAL NOTES 4028 S 146TH ST 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM — TUKWILA, WA 98168 AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED ILLUSTRATIVE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN — TO AVOID DAMAGE AND/OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT — SHOWN HEREON WHICH MAY BE AFFECTED BYTHE IMPLEMENTATION OF THIS PLAN. . 2. TRENCHING SHOWN IN THE SITE PLAN IS SCHEMATIC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING TRENCHING LOCATIONS — FOR PROPOSED IMPROVEMENTS, THE CONTRACTOR MAY MODIFY PROPOSED TRENCH LOCATIONS WITH OWNER'S PRIOR Drawn by: PC AUTHORIZATION. — 3. CONTRACTOR TO PROVIDE PARKING LOT STRIPING TO MATCH EXISTING. Checked: LJ TREE PROTECTION &VEGETATION REMOVAL — Date: 07/12/2019 1. THE CONTRACTOR SHALL PRESERVE ONSITE VEGETATION TO THE MAXIMUM EXTENT POSSIBLE. Scale: As indicated 2. NOT ALL MINOR LANDSCAPING AND HEDGES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING — EXISTING CONDITIONS PRIOR TO BIDDING AND MUST PROTECT THOSE CONDITIONS DURING CONSTRUCTION. —Revisions: 3. ALL LANDSCAPE / UNIMPROVED AREAS TO BE DISTURBED SHALL BE RESTORED TO THEIR EXISTING CONDITIONS. 4. STANDARD TRENCHING MAY BE USED WITHIN THE PERIMETER CRITICAL ROOT ZONE (PCRZ) AND OUTSIDE THE INTERIOR — No. Date Remarks CRITICAL ROOT ZONE (IORZ). 5. IF ROOTS 2 INCHES OR LARGER ARE ENCOUNTERED WITHIN THE PCRZ, ALTERNATIVE TRENCHING TECHNIQUES SHALL BE USED. — THESE INCLUDE TRENCHLESS EXCAVATION, HYDRO -VACUUM EXCAVATION, OR PNEUMATIC EXCAVATION. 6. OWNER WILL PROVIDE TREE PRUNING AS NECESSARY. — TEMPORARY EROSION AND SEDIMENT CONTROL 1. THE CONTRACTOR SHALL CONDUCT WORK AND TAKE PREVENTATIVE MEASURES SUCH THAT DUST OR OTHER PARTICULATE — MATTER IN THE PROJECT AREA SHALL NOT BECOME OBJECTIONABLE TO THE OWNER AND THAT THE CONSTRUCTION SITE MEETS _ THE REQUIREMENTS OF REGULATIONS 1 AND 2 OF THE PUGET SOUND AIR POLLUTION CONTROL AUTHORITY. 2. PROPER EROSION AND SEDIMENT CONTROL PRACTICES MUST BE USED ON THE CONSTRUCTION SITE AND ADJACENT AREAS TO — PREVENT UPLAND SEDIMENTS FROM ENTERING THE NATURAL STORM WATER DRAINAGE SYSTEM. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY CONSTRUCTION — 3. MATCH EXISTING GRADE AND DRAINAGE CONFIGURATION. [BUILDIN:GDIVISION � 4. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS BEYOND THE SCOPE OF WORK f QIfRQR BE ER. — HYDROSEEDALLGRASSAREASDISTURBED. PLIANCE — SITE PLAN VED 7 20190 19,4, 0 139 ukwila — DIVISION DEMO - BLDG B - SECOND FLOOR PLAN 1/8" = V-0" sm - rr1 +/- .,A' - in" +/- ---- AD4.1 Sim TYP D9 r � TYP TYP S7 S9 (E) ELECTRICAL METERS TYP SS f �r1 115/« 5' - 71/2" q 1 lii I J— Iu I'I psi s 11F — ! EM �... �—.—� TYP — TYP D4 D33 D22 a (E) FIRE ALARM, TYP T-9"+(- 18'-6"+/- 2' -11" +/-� ' D44 J S22 / TYP TYP D6 TYP D12 KEYNOTE LEGEND MARK KEYNOTE TEXT D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM D4 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D9 DEMO (E) DOWNSPOUT D12 DEMO (E) WD STAIR HANDRAIL D14 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB D33 DEMO (E) HOSEBIB, DEMO PIPING TO ACCOMODATE PROPOSED HOSEBIB RELOCATION, REF 1/A2.1a D44 DEMO (E) HOSEBIB, DEMO PIPING TO ACCOMODATE PROPOSED HOSEBIB RELOCATION, REF 1/A2.1 b S7 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOX TO FACILITATE OTHER CLADDING DEMO SCOPE S9 DETACH AND TEMPORARILY RELOCATE F) PIPE PENETRATION AND CONDENSATE PIPE S11 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION S22 SALVAGE (E) LIGHT FIXTURE, RETURN TO OWNER. SALVAGE (E) CONDUIT FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH - (E) WALL DEMOLISH SIDING, ROOFING, WRB, ETC. GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE 4. IF WATER DAMAGE IS OBSERVED IN THE COURSE OF THE PROJECT, NOTIFY ARCHITECT AND OWNER IMMEDIATELY ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2019 City of Tukwila BUILDING DIVISION DEMO '\�� 118" = 1`0"- BLDG B - FIRST FLOOR PLAN 1 4' 8' 6' qtw 0 ;43 JUL 24 2019 PERMIT CENTER S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 98103 ra: 206.675.9151 —ahksarchitects.com sisa REGISTERED ARC ITECT JONATHAN H. HA G — STATE OF WASHI GTO — / `KingCounty Housing Authorlty PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: PC Checked: u Date: 07/12/2019 Scale: As indicated — Revisions: No. Date Remarks DEMO - BLDG B - FLOOR PLANS AD2.1 KEYNOTE LEGEND MARK KEYNOTE TEXT D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D21 DEMO (E) FALL ARREST ANCHOR AND CABLE D37 DEMO (E) ROOFING, DECKING AND STRUCTURE AT PROPOSED TUBULAR DAYLIGHT DEVICE LOCATION D40 DEMO (E) DAMAGED SHEATHING, ASSUME 50% REPLACEMENT FOR THE PURPOSES OF BID S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER S16 SALVAGE (E) SECURITY DEVICE FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH (E) WALL I_ DEMOLISH SIDING, ROOFING, WRB, ETC. GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE 4. IF WATER DAMAGE IS OBSERVED IN THE COURSE OF THE PROJECT, NOTIFY ARCHITECT AND OWNER IMMEDIATELY ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION F iTiri. 1 . .II ' M 1/8" = P-w S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 PH: 206.675.9151 www. s hksa mhhects. com 518 REj AR JONATHAN N.STATF'OF WA — �KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: As indicated Revisions: No. Date Remarks LA - DEMO - BLDG B - JUL 24 2019 - ROOF PLAN PERMIT CENTER AD2.2b S H K S A R C H I T E C T S DEMO - BLDG B -_EAST ELEVATION DEMO - BLDG B - WEST ELEVATION DEMO - BLDG B - NORTH ELEVATION 1/8'. = 1'-0" — 1RQ Y T -7" +1- _2ND FLOOR , ......+/ J_ 1ST FLOOR 0" ROOF TT - 7" +/- 2ND FLOORAk- IT - 6" +/- __- 1ST FLOOR R. },_ KEYNOTE LEGEND MARK KEYNOTE TEXT D1 DEMO (E) SIDING, (E) TRIM, AND (E) WEATHER BARRIER D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM D4 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN 07 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D8 DEMO (E) SLIDING DOOR D9 DEMO (E) DOWNSPOUT 014 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D15 DEMO (E) VENT EXHAUST HOOD D16 DEMO (E) CRAWLSPACE VENT COVER, SCREENED D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D21 DEMO (E) FALL ARREST ANCHOR AND CABLE D27 DEMO (E) WALL SWEEP D29 DEMO (E) SHEATHING TO ACCOMODATE PROPOSED AWNING BLOCKING, REF 5/A5.8 D43 DEMO (E) SHEATHING TO ACCOMODATE PROPOSED ROOF LADDER, REF 1/A5.8 D44 DEMO (E) HOSEBIB, DEMO PIPING TO ACCOMODATE PROPOSED HOSEBIB RELOCATION, REF 1/A2.1b D45 DEMO (E) HOSEBIB, PIPING TO REMAIN S1 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOX TO FACILITATE OTHER CLADDING DEMO SCOPE S9 DETACH AND TEMPORARILY RELOCATE (E) PIPE PENETRATION AND CONDENSATE PIPE Si 1 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION Sib SALVAGE (E) SECURITY DEVICE FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH — (E) WALL R�_DEMOLISH SIDING, ROOFING, WRB, ETC. GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE 4. IF WATER DAMAGE IS OBSERVED IN THE COURSE OF THE PROJECT, NOTIFY ARCHITECT AND OWNER IMMEDIATELY ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE ROOF —------- IT- 7" +!- OR NCE 2ND FLOOR 201 FBUILDIN(G3 a 1ST FLOOR — — 0„ Ir ION DEMO - BLDG B - SOUTH ELEVATION - - 1/8"-- 0 1050 N. 38th St. Seattle, WA 98103 — 206.675.9151 w .shksarchitects.com sasB REj AR JONATHAN H.STATF'OF WA — �KingCounty Housing Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST — TUKWIIA, WA 98168 Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: As indicated Revisions: No. Date Remarks - DEMO - BLDG B - JUL 24 2019 - ELEVATIONS PERMIT CENTER A r D& ® 1 ROOF 1 T - 7" +/_ 2ND FLOOR 8 6 +( (E) FIRE ALAF iSTFL00R 0" DEMO SECTION - STAIRWELL 1/4" = 1--0" KEYNOTE LEGEND MARK KEYNOTE TEXT D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM 04 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN 07 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D9 DEMO (E) DOWNSPOUT D10 DEMO (E) GUTTER D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB D37 DEMO (E) ROOFING, DECKING AND STRUCTURE AT PROPOSED TUBULAR DAYLIGHT DEVICE LOCATION S1 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER S11 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH --- — (E) WALL DEMOLISH SIDING, ROOFING, WRB, ETC. GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE 4. IF WATER DAMAGE IS OBSERVED IN THE COURSE OF THE PROJECT, NOTIFY ARCHITECT AND OWNER IMMEDIATELY ROOF NOTES: 1, PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAYVARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION S H K S A R C H I T E C T S 1050 N. 381h St. Seattle, WA 98103 ax: 206.675.9151 -shksarchitecta.com SIBS REGISTERED ARC ITECT JONATHAN H. HA 0 G STATF'OF WASHI GTO — King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: Li Date: 07/1212019 Scale: 1/4" = 1-0" Revisions: No. Date Remarks RECEIVED — CITY OF TUKWILA — JUL 24 2019 PERMIT CENTER - DEMO SECTION AFU""4.1 - ----------- Sim 2 A4.1 A2 A2 A2 A2 A2 A2 A2 A2 101D 101D LJ Itt 1'- 6"R.O. SKYLIGHT(_ *", 101 D L J �� a II - 4r Al Al - Al 3' _ 6„ TYP 5.4 Al Al 7id- 2'-11'+/-- -' -, TYP 10.4 TYP --- 6.1 TYP A3 v A3 TYP TYP 6.1 BLDG B - FLOOR PLAN 1-------------- SECOND- -- - 1/8" = 1'-0" i 50' - 0" +/- 58' -10" +/- .�...--- SIM TYP 8.4 23.4 Sim 2 A4.1 A2 A2 SIM TYP SIM TYP 8.4 26.4 8.4 22.3 22.2 A2 A2 A2 A2 r A3 _ + + I a 101A _... 101A 101A__-"- _ A1 Al Al - TYP --- TYP TYP 6.21 8.2 5.7 22.1 JII TYP s.5 101A 101A -- Ai---- (E) FIRE ALARM, TYP _ 9" +� 1�� 3G` _ 3' +l- 3' - 9" +E+l- WIT1110191T 11 KEYNOTE LEGEND MARK KEYNOTE TEXT 3.6 CONCRETE SLAB ON GRADE, REF TO 1/A5.8 5.4 METALAWNING 5.7 METAL HANDRAIL 5.12 ROOF ACCESS LADDER 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 6.21 FIBER CEMENT PANEL SIDING W/ BATTEN STRIPS ON (E) WALL ASSEMBLY AT STAIRWELL ENCLOSURE REF 3/A5.1 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 8.4 CRAWLSPACE ACCESS COVER 8.6 SKYLIGHT 10.4 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 22.1 FROST RESISITANT HOSE BIB AND MOUNTING BLOCK, EXTEND (E) PIPING FOR INSTALLATION 22.2 FIBER CEMENT MOUNTING BLOCK AND FITTING AT (E) PIPE PENETRATION, EXTEND PIPING TO ACCOMODATE ASSEMBLY 22.3 FROST RESISTANT HOSE BIB AND MOUNTING BLOCK, RELOCATE (E) PIPING TO ACCOMODATE 23.4 REATTACH HEAT PUMP AT ORIGINAL LOCATION 26.4 REATTACH (E) ELECTRIC/CABLE BOX AT ORIGINAL LOCATION, PREP AND PAINT CABINET AND SUPPLY CONDUIT TO MATCH ADJACENT SIDING 26.10 LIGHT FIXTURE, REF ELEC 26.12 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. 00 NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 --shksarchitects.com stsa REGISTERED ARC TECT - JONATHAN H, HA G STATE OF 6SHI GTO - King County Housing - Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST - TUKWILA, WA 98168 _ Drawn by: _ FC - Checked: _ _ _- LJ - Date: _ 07/12/2019 - Scale: As indicated - Revisions: - No. Date Remarks JUL 2 4 2019 PERMIT CENTER - BLDG B - FLOOR - PLAN A2.1 ROOF EDGE [INSUL 1 1/2"1 ROOFEDGE [INSUL 1 1/2 ROOF EDGE tINSUL 101/2"1 ROOFEDGE [INSUL 101/2 1 :1/ :► 1/8" = 1'-0" KEYNOTE LEGEND MARK KEYNOTE TEXT 5.12 ROOF ACCESS LADDER 5.13 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 6.2 FIBER CEMENT LAP SIDING ON WRB AND ADDITIONAL 318" SHEATHING, REF ASSEMBLIES, A5.1 6.9 PARAPET CAP AND FASCIA BOARD 6.14 PARAPET FRAMING 622 TPO WALKWAY ROLL 7.2 METAL GUTTER 7.3 METAL DOWNSPOUT 7.9 EXTEND (E) ROOF VENT TO ACCOMMODATE TAPERED ROOF INSULATION THICKNESS, FLASH 7.12 FALL ARREST ANCHOR AND CABLE, BIDDER DESIGNED, LOCATIONS SHOWN ARE DIAGRAMMATIC 8.3 TUBULAR DAYLIGHT DEVICE WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. 00 NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE 3. FALL PROTECTION LOCATIONS SHOWN ARE DIAGRAMMATIC AND ARE PROVIDED EXCLUSIVELY FOR BIDDER TAKEOFF AND ESTABLISHING UNIT COST. ACTUAL NUMBER, SPACING, AND LOCATIONS OF FALL PROTECTION TO BE DETERMINED AS PART OF BIDDER - DESIGNED FALL PROTECTION LAYOUT MEETING OSHA & OTHER STATE ADMINISTRATIVE CODE SAFETY STANDARD REQUIREMENTS, SEE SPECIFICATIONS FOR ADDITONAL INFORMATION. REMOVE & REPLACE EXISTING ROOF SHEATHING TO ACCESS & INSTALL SUPPORTS. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675,9151 —shksarchitects.com REGISTERED _iss ARC ITECi — JONATHAN H. HA G — STATE OF WASHI GTO — le_020� King County Housing — Authority PACIFIC COURT _ ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: FC Checked: Ld _ Date: 07/12/2019 Scale: As indicated — Revisions: — No. Date Remarks RECEIVED F--TUKWILA — BLDG B - ROOF JUL 24 2019 - PLAN PERMIT CENTER — A2.2b � �� o0000000000 = 22.2' " TYP 8.1 BLDG B - EAST ELEVATION -\ BLUb b - INUH I H tLtVA 11 3 ) 1/8. = 1'-0" - CS\ LUU b - JUU 117 tLCVH I IUIV BLDG B - WEST ELEVATION 1/8" =1'-0" R00F 17' _ 7,� 2ND FL00_ R .� __- 1ST FL00.. _R_h-- 0" Y R00_ 1T-7"+1- 2ND FLOOR-_h 1STFLOOR 0" R00F_ 1 TT _ T' +l_ `P 2ND FLOOR 1STFL00... R.-,l,-.. o" Y KEYNOTE LEGEND MARK KEYNOTE TEXT 5.4 METALAWNING 5.7 METAL HANDRAIL 5.12 ROOF ACCESS LADDER 5.13 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 6.2 FIBER CEMENT LAP SIDING ON WRB AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.3 FIBER CEMENT PANEL SIDING ON WRB, RAINSCREEN, AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.4 FIBER CEMENT TRIM BOARD 6.10 FIBER CEMENT TRIM AT OUTSIDE WALL CORNER 6.21 FIBER CEMENT PANEL SIDING W/ BATTEN STRIPS ON (E) WALL ASSEMBLY AT STAIRWELL ENCLOSURE REF 3/A5.1 6.28 CRAWLSPACE VENT, SCREENED 6.30 INSTALL 1/2" SHEATHING ABOVE TO MATCH (E) SHEATHING BELOW 7.2 METAL GUTTER 7.3 METAL DOWNSPOUT 7.9 EXTEND (E) ROOF VENT TO ACCOMMODATE TAPERED ROOF INSULATION THICKNESS, FLASH 7.12 FALL ARREST ANCHOR AND CABLE, BIDDER DESIGNED, LOCATIONS SHOWN ARE DIAGRAMMATIC 8.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 8.4 CRAWLSPACE ACCESS COVER 8.5 FRAME AT (E) OPENING. WINDOW, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 10.1 UNIT SIGNAGE, FDIC, COORDINATE WITH OWNER TO VERIFY LOCATION 10.4 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 10.7 REATTACH (E) SALVAGED REFRIGERANT CHANNEL 22.1 FROST RESISITANT HOSE BIB AND MOUNTING BLOCK, EXTEND (E) PIPING FOR INSTALLATION 22.2 FIBER CEMENT MOUNTING BLOCK AND FITTING AT (E) PIPE PENETRATION, EXTEND PIPING TO ACCOMODATE '.. ASSEMBLY 22.3 FROST RESISTANT HOSE BIB AND MOUNTING BLOCK, RELOCATE (E) PIPING TO ACCOMODATE 23.2 HOODED VENT CAP, EXTEND DUCTWORK 23.4 REATTACH HEAT PUMP AT ORIGINAL LOCATION 23.5 INSTALL SPLIT BLOCK AT (E) ERV HOOD 26.4 REATTACH (E) ELECTRIC/CABLE BOX AT ORIGINAL LOCATION, PREP AND PAINT CABINET AND SUPPLY CONDUIT TO MATCH ADJACENT SIDING 26.13 SITE LIGHTING, REF ELEC WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION: J JUL 2 4 2019 PERMIT CENTER S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 -shksarchitects.com szse REGISTERED ARC TECT JONATHAN H. NA G STATF'OF WASHI GTO - KingCounty Housing Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: Li Date: 07/12/2019 Scale: As indicated Revisions: No. Date Remarks - BLDG B - EXTERIOF ELEVATIONS A3. 1 A5.3 -------- - ----------- - ----- AS 7 -- -------------------------- 3 A5.7 A5.7 2 -- 00 - 00 00 00 O 00 - __ A5.4 ------ — 7 -- A5.4 ENLARGED ELEVATION - BLDG A EAST -- OENLARGED ELEVATION - BLDG A NORTH 1f2" = 1'-0" S H K S A R C H I T E C T S 2 — A4.1 7 _ St.t 1050 N.38th St. Seattle, WA 98103 Px: 206.675.9151 —shksarchitects.com _ 5158 REGISTERED _---------- ARC ITECT JONATHAN H, HA U G ❑ = STATE OF WASit GTO ----------------------- A7 6 - -- -- A5.2 _ 5 4 St.1 — A5.6 _ — 16 — A5.2 WINDOW TYPE Al. TYP _ LINE OF (E) OPENING — I R.O. WINDOW HEAD TO MATCH (E) OPENING I- R.O. WINDOW WIDTH TO MATCH (E) OPENING — INFILL WALL 3 --------AA1 7 I — \ A5.1 — ___---_KingCounty 1-00 %Housg — Authoriinty PACIFIC COURT ENVELOPE UPGRADE ENLARGED ELEVATION - BLDG A WEST - -- - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: Li _ Date: 07/12/2019 L OR scale: i/2" ANCE — D — Revisions: No. Date Remarks19ilaION RECEIVED _ CITY OF TUK%VILA JUL 24 2019 - ENLARGED PERMIT CENTER _ ELEVATIONS A ej o .1 S H K S A R C H I T E C T S OR �7 ROOF_},_ 28 FLOOR �__ 1ST FLOOR .. 91.._ o" Y OENLARGED ELEVATION - PARTIAL STAIRWELL (�)ENLARGED SECTION - STAIRWELL 1/4" =1'-0" 114" = T-B„ -- -- -- CCENLJEI PLAN - ROOF STAIRWELL }ENLARGED PLAN - SECOND FLOOR STAIRWELL 1/4" = 1,-0,� — — ---------------- -- - "I I I I I I I II II a II II a II I I I I I I I o a II II II u u l A4.1 I I I I I II II II II Ii II II II I I I I I I � II II II II II II II I ENLARGED PLAN - FIRST FLOOR STAIRWELL 0 2' 4' 8' KEYNOTE LEGEND MARK KEYNOTE TEXT 6.3 FIBER CEMENT PANEL SIDING ON WRB, RAINSCREEN, AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 7.1 TPO HORIZONTAL MEMBRANE ROOF,1/2" HIGH DENSITY POLYISO COVER BOARD, TAPERED INSULATION AND VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND STRUCTURE a, 8.2 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM — _ 8.3 TUBULAR DAYLIGHT DEVICE 10.4 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 1050 N.38th St. 10.6 REATTACH (E) FIRE ALARM AT ORIGINAL LOCATION _ Seattle, WA 98103 26.10 LIGHT FIXTURE, REF ELEC -- Px: 206.675.9151 26.12 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC — wv—shksarchitects.com REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila j BUILDING DIVISION 5156 REGISTERED ARC ITECT JONATHAN H. HA g — STATE OF WASHI GTO — KingCountV Housing Authority PACIFIC COURT ENVELOPE — UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: Li Date: 07/12/2019 Scale: 1/4" = V-0" — Revisions: No. Date Remarks RECEIVED CITY OF TUK1NVILdI► — JUL 24 2019 — BUILDING PERMIT CENTER SECTION _A4.1 Wt SIDING ASSEMBLY INS SIDING ASSEMBLY SIDING ASSEMBLIES 3" = T-O" (E) WALL ASSEMBLY -1. VIF (E) GWB • (E) 2X4 FRAMING,16- OC • (E)1/2" PLY SHEATHING, VIF NOTIFY OWNER & ARCHITECT IF LESS THAN 1/2" THICK SIDING ASSEMBLY-1 • 3/8" PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) SIDING ASSEMBLY- 5 GWB • 2X3 FRAMING,16" OC • 1/2" PLY SHEATHING • 3/8" PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) SIDING ASSEMBLY - 5 SIDING ASSEMBLY -1 W2 SIDING ASSEMBLY W5 TO W1 TRANSITION LAP SIDING - SECTION, TYP 2. 0 SEAL AROUND ALL ELECTRICAL, HVAC AND PLUMBING PENETRATIONS. START TAPING OR FLASHING AT BOTTOM OF PENETRATIONS, SHINGLING UPPER TAPE OVER BOTTOM TAPE WRB SEAM TAPE FLASHING TAPE (E) WALL ASSEMBLY-1 VIF (E) GWB • (E) 2X4 FRAMING,16" OC • (E) 1/2" PLY SHEATHING, VIF NOTIFY OWNER & ARCHITECT IF LESS THAN 1/2" THICK SIDING ASSEMBLY - 2 • 3/8" PLY SHEATHING WRB • 3/8" RAINSCREEN • FIBER CEMENT PANEL SIDING PER ELEVATIONS �P BLIND NAIL, PER MFR INSTRUCTIONS SIDING ASSEMBLY - 1, REF 1 / A5.1 FRONT ELEVATION W3 SIDING ASSEMBLY (E) WALL ASSEMBLY - 2, VIF (E) GWB • (E) 2X4 FRAMING,16" OC • (E)1/2" PLY SHEATHING • (E) 5/8" T1-11 PLY SIDING ASSEMBLY - 3 WRB • FIBER CEMENT PANEL SIDING PER ELEVATIONS (BATTEN SPACING 16" OC, TYP) FIBER CEMENT BATTEN FIBER CEMENT TRIM BOARD BEYOND FLEXIBLE FLASHING SEALANT.TYP SIDE ELEVATION 1"x 3.1/2" FIBER CEMENT CORNER TRIM, TYP W4 SIDING ASSEMBLY CONVENTIONAL MOVING WEATHERSEAL SEALANT BACKER Ft SIDING ASSEMBLY - 4 GWB • 2X4 FRAMING, 16" OC • 1/2" PLY SHEATHING 3/& PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) HORIZONTAL TO VERTICAL JOINT NOTES: NOTES: 1. DIMENSIONS C AND A MUST AT LEAST 1/4" 1. DIMENSIONS A AND B ARE BOTH 2. RATIO OF A:B SHOULD BE 2:1 MIN GREATER THAN 1/4" 3. JOINT SURFACE TOOLED CONCAVE 2. SEALANT TOOLED TO ENSURE 4. DIMENSION B SUGGESTED MAXIMUM = 3/8" POSITIVE RUNOFF OF WATER SIDING ASSEMBLY-1 REF 1 / A5.1 (��IDING ASSEMBLY - OUTSIDE CORNER - PLAN, TYP SEALANT JOINT & BACKER ROD- SECTION, TYP = 1,_0„ 3-= 1,-0,- FLASHING TAPE, LAP OVER MTL FLASHING STARTER STRIP _6 _.. y. 1/4" MIN CLR FLASHING TYPE 1 WRB 1"X 9-1/4" FIBER CEMENT TRIM SIDING ASSEMBLY PER ELEVATION 4" 4„ 140 DEG. 1/z„ 716" E 7/8 TYPE 1 TYPE 2 FOLDED END DAMS AS REO'D TYPE 3 VARIES' 2118" 140 DEG, 112" 4" TYPE 4 (E) PENETRATION I FLEXIBLE FLASHING RECEIVED AS REGD__ ( i 2X2INSIDE CORNER WD TRIM CITY OF TUKWILA '�— w 1"MIN - 2"MAX @ CONC 1 SEALANT, TYP JUL 24 2019 1/2� 7t8" 6" MIN t� GRADE ,t I � a b 19%- 0 6 a.I : FIBER CEMENT TRIM BOARD BEYOND PERMIT CENTER AS REO'D S.S. SILL PAN FLASHING PENETRATIONS, TYP U WALL BASE -SECTION, TYP ('� SIDING ASSEMBLY -INSIDE CORNER -PLAN, TYP �FLASHING -SECTION, TYP - - gN 3„ = P-0, 3„ = 1,-0„ V 3„ = 1,_0„ 3„ = P-0„ — S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 vs: 206,675.9151 _—shksarchitects.com eiBB REGISTERED ARC ITECT — JONATHAN H. HA G STATE OF WASHI GTO — KingCounty Housing Authorlty PACIFIC COURT ENVELOPE UPGRADE - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: Li — Date: _ 07/12/2019 — Scale: 3" — Revisions: No. Date _ Remarks REVIEWED FOR CODE -COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION DETAILS A5. S H K S A R C H I T E C T S OPARAPET CORNER TRANSITION TYP FOAM SEALANT, TYP (E) SHEATHING SMOOTH FIBER CEMENT SOFFIT PANEL SEALANT,TYP EXTERIOR BLOCK TRIM, CUT FROM 1X LUMBER, PM TO MATCH SURROUNDING FIBER CEMENT PANEL SIDING MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE FASTENER @ 12"OC HEAT -WELD LAP TED ROOF MEMEBRANE COVERBOARD METAL FLASHING, TYPE 4 ROOF ASSEMBLY-1 REF 3 / A5.3 2X WOOD NAILER 4-1/2" SS SCREWS @ 12" OC CONT METAL CLEAT SIDING ASSEMBLY - 1, REF 1 / A5.1 LAP TED ROOFING OVER WEB MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE 1050 N.38th St. Seattle, WA 98103 — Pe: 206.675.9151 TERMINATION BAR, FASTENER @ 12" OC ——Shksarchitects.com HEAT -WELD LAP 5156 REGISTERED \I ARC ITECT TPO ROOF MEMEBRANE 1 X 3-1/2" FIBER CEMENT TRIM JONAT14AN H. NA U G — STATF OF HAGTO COVERBOARD — METAL FLASHING, TYPE 4 — ROOF ASSEMBLY -1. REF 3 J A5.3 2X WOOD NAILER 4-1/2" SS SCREWS @ 12" OC — CONT METAL CLEAT SIDING ASSEMBLY-1 REF 1 / A5.1 — METAL GUTTER — p OOF WALL TRANSITION TO PARAPET, TYP ,�� =1,_D„ _ .............._.................---------.._._...------............... King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE SIDING ASSEMBLY -1, REF 1 / A5.1 LAP WRB OVER FLEXIBLE FLASHING FIBER CEMENT MOUNTING BLOCK FROST RESISTANT HOSE BIBB, INSTALL WITH POSITIVE SLOPE TOWARDS NOZZLE. PROVIDE BLOCKING AS REO'D TO INSTALL HOSE BIBB FLANGE SIDING ASSEMBLY -1, REF 1 / A5.1 LAP WRB OVER FLEXIBLE FLASHING FIBER CEMENT MOUNTING BLOCK MOUNT FLANGES IN BED OF SEALANT HOODED VENT COVER (E) OPENING AND DUCT FOAM SEALANT AT (E) PENETRATION, TYP REINSTALLETYP JUNCTION BOX WITH ' SEALANT, BOTTOM &SIDES, TYP I - ELECTRICAL EXTENSION RING TAPE WRB TO FLASHING PANEL AT 11 ( SEALANT, BOTTOM & SIDES, TYP a BOTTOM AND SIDES 1 TAPE WRB TO FLASHING PANEL AT LIGHT FIXTURE i4T1 BOTTOM AND SIDES SOFFIT MOUNTED LIGHT FIXTURE - SECTION, TYP p HOSE BIB - SECTION, TYP HOODED VENT - SECTION, TYP 3" = 1,_0„ 6 3" = 1,0,1 100% CD 4028 S 146TH ST TUKWILA, WA 98168 SIDING ASSEMBLY -1,REF 1 /A5.1 Drawn by: FC TAP WRB OVER FLEXIBLE FLASHING — Checked: LJ — Date: 07/12/2019 FIBER CEMENT MOUNTING BLOCK Scale: 3" = 1'-0" LIGHT FIXTURE — Revisions: _ No. Date Remarks REINSTALL JUNCTION BOX WITH ELECTRICAL EXTENSION RING — RECEIVED CITY OF TUKWILA JUL 2 4 2019 SEALANT, BOTTOM AND SIDES, TYP PERMIT CEPITER TAPE WRB TO FLASHING PANEL AT — BOTTOM AND SIDES - A Zo ofDETAILS >� dA5.2 GUTTER GUTTER STRAP @ 36" OC MTL FLASHING TYPE 4 CONT MTL CLEAT 1-1/2" SS ROOFING NAILS @ 4" OC TPO FLASHING STRIP, LAP OVER MTL FLASHING 2X NAILER HEAT WELDED LAP ROOF ASSEMBLY -1. REF 3 / A5.3 4-1/2" SS SCREWS @ 12" OC 1 " x 5-1/2" FIBER CEMENT TRIM SIDING ASSEMBLY-1 REF 1 /A5.1 ROOF EDGE - GUTTER - SECTION, TYP 1 3„ =1'-0" ROOF ASSEMBLY-1 REF 3 / A5.3 2X SHIM MTL PARAPET COPING CAP CLEAT, FASTEN 12" OC ROOF ASSEMBLY -1, REF 3 i A5.3 HEAT -WELDED LAP, TYP MTL BRACING PER STRUC 2X FRAMED WALL W/ 5/8" PLY SHEATHING EA SIDE ROOF SEPERATION WALL TUBULAR DAYLIGHT ASSEMBLY, FASTEN TO CURB PER STANDARD MFR'S DETAILS PRE -MANUFACTURED CURB, FASTEN TO ROOF DECK INTO JOIST BELOW TPO MEMBRANE W/ HEAT WELDED LAP :K3[N3�iS� 7�►4T ROOF ASSEMBLY-1. REF 3 / A5.3 2X FRAMING PER STRUC FIBER CEMENT SOFFIT PANEL TROFFER LENS (INCORPORATE W/ SOFFIT) TUBULAR DAYLIGHT ASSEMBLY & CURB, TYP FALL PROTECTION ATTACHMENT CABLES FALL PROTECTION ANCHOR CONT SEALANT CONT SEALANT SS CLAMP TPO FLASHING BOOT HEAT -WELDED LAP ROOF ASSEMBLY-1, REF 3 / A5.3 FLASHING @ FALL PROTECTION - SECTION, TYP S H S ROOF ASSEMBLY-1 --- • TPO HORIZONTAL ROOF MEMBRANE • 1/2" HIGH DENSITY POLYISO COVER BOARD • 1-1/2"-10-1/2" TAPERED INSULATION — (R-9.75 TO R-68.25), ASSEMBLY U-FACTOR _ AT LEAST 0.044, R-22 PER WSEC TABLE A102.2.6(1). _ • VAPOR BARRIER • (E) ROOF SHEATHING — 1/2"(12" 9.1/4" BLOWN -IN CELLULOSE INSULATION �I (R-32) BY OTHERS. — (E) ROOF STRUCTURE — q .._.................... ( ".-...-----_.._— 2X SHIM 1 MTL PARAPET COPING CAP 6" MIN I CLEAT, FASTEN 12" OC — " I PARAPET CAP — -. 1 ______� I 2X6 — • 2X12 - - - - - - - - _ I • 2X8 CHAMFERED I — �_,=='=r-- I I, I I II _ I — I — I I I _ I _ HEAT -WELDED LAP I — I - T. I MTL BRACING PER STRUC I- SEALANT, TYP - - WRIT — I _ (E) ROOF STRUCTURE I' I I; — I I I I — I :. SIDING ASSEMBLY -1. REF 1 / A5.1 I _ — 3 PARAPET - SECTION, TYP _ 1 — VARIABLE FLASHING @ PLUMBING VENT - SECTION, TYP v CONT SEALANT SS CLAMP TPO FLASHING BOOT HEAT -WELDED LAP ROOF ASSEMBLY-1, REF 3 / A5.3 REVIEWED FOR Dr MPLIANCI APPROVED SEP 27 2019 TPO WALKWAY PAD City of Tukwila HEAT -WELDED LAP BUILDING DIVISION ROOF ASSEMBLY-1 REF 3 / A5.3 •O WALKWAY - SECTION, TYP r �1 r " A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 www.s hksarchitects.c= B186 R*GTO JONATHANSTATF OF — � King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: Li Date: 07/12/2019 Scale: 3" = V-0" — Revisions: No. Date Remarks 1 8/21/19 PERMIT REV 1 RECEIVED CITY OF TUKWILA - AUG 3 0 2019 PERMIT CENTER DETAILS A5.3 CRAWLSPACE ACCESS HATCH - SECTION, TYP _ 1 3" — 1;-0" rim FIBER CEMENT PANEL MTL HAND RAIL MTL HAND RAIL BRACKET 2X BLOCKING FIBER CEMENT PANEL WRB WD STAIR RISER FLUID APPLIED DECK COATING WD STAIR TREAD (E) WD STAIR STRUC OVERHANG SOFFIT - SECTION, TYP 3" = V-0„ 1X WD STAIR RISER 1X WD STAIR TREAD W/ BULLNOSE NOSING FLUID APPLIED DECK COATING 3/4" MARINE GRADE PLYWOOD (E) BLOCKING (E) WD STAIR STRUC FOUNDATION VENT - SECTION, TYP 7 3" = 1'-01, — \PPLIED DECK COATING \RINE GRADE PLYWOOD :EMENT TRIM BOARD, 'VARIES BY LOCATION ICKING - 2" MAX @ CONC @ GRADE 40 SLAB ,1 STAIRWELL RESURFACING -SECTION, TYP STAIR TREAD AND RISER, TYP _(�-) STAIRWELL ENTRANCE - SECTION, TYP SIDING ASSEMBLY-3 REF 1 / A5.1 SIDING ASSEMBLY - 2 REF 1 / A5.1 WEB, LAP OVER FLASHING FLASHING TAPE, LAP OVER MTL FLASHING MTL FLASHING TYPE 1 1 " X 7-1/4" FIBER CEMENT TRIM BOARD FLEXIBLE FLASHING WRB NON -VENTED FIBER CEMENT SOFFIT PANEL NO ASSEMBLY - 1. REF 1 / A5.1 3, LAPPED OVER FLASHING THING TAPE, LAP OVER MTL FLASHING RTER STRIP MIN CLR . FLASHING TYPE 1 JNT FLANGES IN BED OF SEALANT :R CEMENT TRIM, CUT TO FIT IEENED CRAWLSPACE VENT WEB OVER FLASHING PANEL SHING PANEL, LAP OVER MTL SHINS 11N - 2" MAX @ CONC IIN @ GRADE WEB FLASHING TAPE, LAP OVER MTL FLASHING WEB MTL FLASHING TYPE 1 ----1 1"X 3-1/2" FIBER CEMENT TRIM I BACKER ROD & SEALANT, TYP I i i i i 24"X 36" EXTERIOR PLYWOOD PANEL, ENT TO MATCH SIDING (E) HEAT PUMP FOR REINSTALLATION SIDING ASSEMBLY-1 REF 1 /A5.1 S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 Ps: 206.675.9151 —shksarchitects.com 5158 REGISTERED ARC ITECT JONATHAN H. HA U G STATE OF WASHI GTO — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 9816E $HEATO PUMP MOUNTING PANEL -SECTION, TYP — Drawn by: FC C Checked: LJ Date: 07/12/2019 Scale: 3" — Revisions: No. Date Remarks RECEIVED CITY OF TUKWILA - JUL 24 2019 PERMIT CENTER REVIEWED FOR )DE COMPLIANCE APPROVED SEP 27 2019 of Tukwila VG DIVISION DETAILS A5114 SIDING ASSEMBLY-3, REF 1 / A5J WRB TO LAP OVER FLASHING FLASHING TAPE, LAP OVER MTL FLASHING MTL FLASHING TYPE 1 1 " x 3-1/2" FIBER CEMENT TRIM, TYP FIRE EXTNGUISHER CABINET, MOUNTED PER MFR INSTRUCTIONS TOP OF HANDLE TO BE LOCATED 48" MAX ABOVE FINISH GRADE, AS REO'D PER ADA BACKER ROD & SEALANT, TYP 2X BLOCKING, TYP SEALANT.TYP OFIRE EXTINGUISHER CABINET - SEMI -RECESSED, TYP 1 3" = V-0" -- SEALANT,TYP 2X BLOCKING BACKER ROD & SEALANT,TYP FIRE EXTNGUISHER CABINET, MOUNTED PER MFR INSTRUCTIONS 1" x 3-1/2" FIBER CEMENT TRIM, TYP IR FE EXT 4 3"INGUISHER - PLAN, TYP - __V — ASSEMBLY-1. REF 1 / A5.1 LAP OVER FLASHING NG TAPE, LAP OVER MTL FLASHING ASHING TYPE 1 /2" FIBER CEMENT TRIM, TYP FIRE EXTNGUISHER CABINET, MOUNTED PER MFR INSTRUCTIONS TOP OF HANDLE TO BE LOCATED 48" MAX ABOVE FINISH GRADE, AS REO'D PER ADA 3 ROD & SEALANT, TYP IT, TYP OFIRE EXTINGUISHER CABINET - WALL MOUNTED PIPE PENETRATION - SECTION, TYP 3 3" _ 1,-0" SIDING ASSEMBLY-1 REF 1 /ASA LAP WRB OVER FLEXIBLE FLASHING FIBER CEMENT MOUNTING BLOCK FOAM SEALANT AT (E) PENETRATION, TYP REINSTALL SALVAGED PIPE FITTINGS FLASHING PANEL, LAP OVER WRB SEALANT, BOTTOM & SIDES, TYP TAPE WRB TO FLASHING PANEL AT BOTTOM AND SIDES S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 —shksarchitects.com sass REGISTERED ARC ITECT JONAT14AN H. HA G STATF'OF WASHI GTO — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: 3" = 1'-0" Revisions: No. Date Remarks FREIEWED FOR COMPLIANCEPPROVED EP 27 2019 RECEIVED CITY OF TUK%VILA — City of Tukwila JUL 24 2019 BUILDING DIVISION PERMITCENTER - DETAILS S H K S A R C H I T E C T S DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN THRESHOLD, BED IN SEALANT (E) CONC DOOR 101 B, 107, 108 THRESHOLD 5 3" _ 1'-0„ 101 D THRESHOLD DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT DOOR TRIM BEYOND DOOR THRESHOLD, BED IN SEALANT FLUID APPLIED DECK COATING (E) PLY FLOORING PATCH (E) GWB WD CASING BACKER ROD & SEALANT, TYP DOOR PER SCHEDULE CUT COMPOSITE DOOR FRAME TO FIT AS REO'D SEALANT,TYP FIBER CEMENT DOOR TRIM FLEXIBLE FLASHING SIDING ASSEMBLY-1, REF 1 / ASA (E) HEADER SHIM SPACE, PATCH (E) Gl WD CASING DOOR PER SI 3 INSWING DOOR JAMB - PLAN, TYP 4 INSWING DOOR HEAD - SECTION, TYP 3- = 1'-0„ 3" = V-0" DOOR 101 C THRESHOLD -- DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN, END DAMS DASHED DOOR THRESHOLD, MOUNT ON COMPOSITE SHIMS (E) CONIC SLAB TRANSITION STRIP PROTECT (E FLOORING SIDING ASSEMBLY-1 REF 1 / A5.1 WRB, LAP OVER FLASHING FLASHING TAPE, LAP OVER MTL FLASHING STARTER STRIP V MIN CLR MTL FLASHING TYPE 1 BACKER ROD & SEALANT, TYP FIBER CEMENT DOOR TRIM 4" SEALANT,TYP COMPOSITE DOOR FRAME, CUT FRAME TO FIT AS RED D )OUR PER SCHEDULE )OOR JAMB & TRIM BEYOND )OOR SILL PAN, END DAMS DASHED )OOR THRESHOLD, MOUNT ON )OMPOSITE SHIMS 3EALANT,TYP 5/4" FIBER CEMENT TRIM BOARD, 1EIGHT VARIES BY LOCATION AIRS FRANSITION STRIP (E) CONC SLAB 8DOOR 101 A THRESHOLD ---- R SCHE o U a A SINGLE FLUSH, FIBERGLASS DOOR SCHEDULE MARK SIZE ---- DOOR FRAME HW -------- -------- COMMENTS W H_ TYPE MATL FINISH MATL FINISH 101A 3' - 0" 6' -8. A FIBERGLASS PNT COMPOSITE PNT 01 UNIT ENTRY 101E 3'-0" 6'-8" A FIBERGLASS PNT COMPOSITE PNT 02 LAUNDRYROOM --------- 101C 3' - 0" 6' - 8" ---- A FIBERGLASS PNT COMPOSITE ------ PVT --- 03 MAINTENANCE ROOM 101D 3'- 0" 6' - W A FIBERGLASS PNT COMPOSITE PNT 04 UNIT ENTRY - UPPER UNITS 107 3'- 0" 6' - 8" A FIBERGLASS PNT COMPOSITE PNT 05 ADA UNIT ENTRY -------- 108 3'-0" 6'-8" — A FIBERGLASS PNT COMPOSITE --- PNT -- 05 ADAUNITENTRY NOTES: 1, VERIFY EXISTING OPERABLE DIRECTIONS AND PROVIDE NEW DOORS TO MATCH. 2, DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY ACTUAL EXISTING OPENING DIMENSIONS AFTER OPENING MODIFICATIONS, 3. GLAZING SHALL BE LABELED & NFRC CERTIFIED PER MFR, AND HAVE A U-VALUE OF 0.30 OR RECEIVED BETTER, PER MFR, TYP. DOORS TO BE R-5 OR BETTER. OF TUKWILA 4. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE, OR WITHIN 24" OF A CITY DOOR IN ANY POSITION TO BE SAFETY/TEMPERED GLASS. 5. SIGNAGE AT ENTRY DOORS) TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR (FDIC). JUL 24 2019 6, COORDINATE HARDWARE GROUPS WITH OWNER. REPLACE NECESSARY EGRESS HARDWARE. 7. PROVIDE CONTINUOUS AIR SEAL AT ALL WINDOWS, DOORS, WALL AND ROOF PENETRATIONS. 8. SALVAGE EXISTING DOOR LOCKSET CORES, RETURN TO OWNER PERMIT CENTER 1050 N.38th St. Seattle, WA 98103 en: 206.675,9151 v—shksarchitects.com 5158 REGISTERED ARC TECT _ r JONAT14AN H. HA G STATE OF WASHI GTO — King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: Li Date: 07/12/2019 Scale: As indicated Revisions: _ No. Date Remarks -REVIEWED FOR CODE COMPLIANCE APPROVED — SEP 27 2019 —City of Tukwila BUILDING DIVISION DOOR SCHEDULE _ & DETAILS A5.6 FLEXIBLE FLASF LAP OVER NAIL[ SEALANT,TYP WINDOW JAMB 3�3�, (E) WD CASING DO NOT CUT IS) JAMB LINER WD JAMB LINER BACKER ROD & SEALANT WINDOW ASSEMBLY PER SCHEDULE WD WINDOW TRIM, ROUTE FOR NAIL FLANGE 1. EXISTING ROUGH OPENING: • AFTER REMOVING EXISTING WINDOW, VERIFY THAT EXISTING ROUGH OPENING IS STRUCTURALLY SOUND. • VERIFY THAT THE EXISTING ROUGH OPENING IS LEVEL AND PLUMB. THE MAXIMUM ALLOWABLE DEVIATION IS 1/16" FOR EVERY 2' OF ROUGH OPENING (NOT TO EXCEED 1/8") • PREPARE SILL PER WINDOW MANUFACTURER INSTRUCTIONS 2. WRB: INSTALL PER MANUFACTURER'S INSTRUCTIONS: FOLD INSIDE ROUGH OPENING AT SILL AND BOTH JAMBS, � CUT AND FLIP UP WRB AT HEAD 3. FLEXIBLE SILL FLASHING FOLDED INSIDE OVER & UP \ THE JAMBS OF ROUGH OPENING AND WRB 4. INSTALL WINDOW OR DOOR PER MANUFACTURER'S INSTRUCTIONS. ADD SEALANT BEHIND NAILING FINS AT JAMBS AND HEAD ONLY. 5. FLEXIBLE FLASHING AT BOTH JAMBS APPLIED DIRECTLY TO NAILING FLANGE AND WRB 6FLEXIBLE FLASHING AT HEAD APPLIED \ \ DIRECTLY TO NAILING FLANGE 7. FASTEN METAL HEAD FLASHING 8. FLASHING TAPE ACROSS TOP OF METAL HEAD FLASHING. LAP FOLDED WRB OVER - WINDOW HEAD FLASHING, TAPE 45 DEG FLAPS WITH WRB SEAM TAPE PER MANUFACTURER'S INSTRUCTIONS ohun WDJ (E) WD AF GWB (E) HEADER (E) WD CASK WINDOW CO\ DO NOT CUT WD JAMB LIN �@ WIN1 DOW HEAD - SECTION, TYP BACKEI WD JA6 WINDOW ASSEMBLY PER SCHEDULE DO N07 LINER BLOCKING AT NAIL FLANGE TO ALIGN WINDOW TO (E) JAMB LINER DEPTH WD WINDOW TRIM, ROUTE FOR NAIL FLANGE FLEXIBLE SILL FLASHING (E) WO f PER WEB MFR SEALANT,TYP 3X FRAMING SIDING ASSEMBLY-5,REF 1 /A5.1 WRB, UNDER WINDOW NAILING FIN SIDING ASSEMBLY-1 REP WEB, LAP OVER FLASHING FLASHING TAPE, LAP OVER MTL FLASHING FLEXIBLE FLASHING, LAP OVER NAILING FIN STARTER STRIP MTL FLASHING TYPE 1 WD WINDOW TRIM, ROUTE FOR NAIL FLANGE BLOCKING AT NAIL FLANGE TO ALIGN WINDOW TO (E) JAMB LINER DEPTH BACKER ROD AND SEALANT WINDOWASSEMBLY PER SCHEDULE WINDOW ASSEMBLY PER SCHEDULE S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675,9151 v—shksarchitects.com 515a REJITE ARJONATHAN H.STATE 'OF WA BLOCKING AT NAIL FLANGE TO ALIGN _ WINDOW TO (E) JAMB LINER DEPTH WD WINDOW TRIM, ROUTE FOR NAIL FLANGE — FLEXIBLE SILL FLASHING PER WRB MFR — SEALANT,TYP — WRB, UNDER WINDOW NAILING FIN — �@ WINDOW SILL @ WALL INFILL (D- WINDOW SILL - SECTION, TYP - DWRB & FLASHING @ EXISTING OPENING u WALL INFILL BELOW WINDOW, TYP — V_0,� V 3„ =,,-0" SIDING ASSEMBLY-5 REF 1 /A5.1 (E) WALL EDGE BEYOND WD BASE TRIM FLASHING TAPE, LAP OVER MTL FLASHING STARTER STRIP 1/4" MIN CLR FLASHING TYPE 1 3X BASE PL WRB 1"X 9-1/4" FIBER CEMENT TRIM 1" MIN - 2" MAX @ CONC 6" MIN @ GRADE PER SCHED PER SCHED PER SCHED — — � N N N Housing Authority KingCounty -- PACIFIC COURT A B r ENVELOPE SLIDER FIXED REVIEWED FOR COt';; Rill QMPLIANCE APPROVED SEP 27 2019 i City of Tukwila WINDOW SCHEDULE ION Type Mark SIZE (VIF) LI-VALUE (MIN) Description COMMENTS W H Al 72" 60" 0.30 SLIDER A2 66" 40" 0.30 SLIDER A3 30" 33" 0.30 SLIDER _ A4 44" 34" 0.30 SLIDER A5 60" 48" 0.30 SLIDER ----- B1 ----- 24" ------ 24" ---- 0.30 FIXED B2 20" 34" 0.30 FIXED 62 25-1/2" 49-1/2" 1 N/A TUBULAR DAYLIGHT DEVICE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 Drawn by: FD Checked: Li Date: 07/12/2019 — Scale: As indicated — Revisions: No. Date Remarks NOTES:I q,,- 0 2.3 — 1. DIMENSIONS SHOWN ARE FOR REFERENCE ONL . CONTRACTOR TO FIELD VERIFY ACTUAL RECEIVED DIMENSIONS. — 2. CONTRACTOR TO VERIFY EXISTING SILL HEIGHTS IN FIELD. CITY OF TUKWILA _ 3. ALL GLAZING SHALL BE LABELED & NFRC CERTIFIED PER MFR. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR/ EXTERIOR WALKING SURFACE OR WITHIN 24" OF A DOOR IN ANY POSITION TO BE TEMPERED. JUL 2 ¢ 20194. ALL GLAZING SHALL HAVE A OF 0.30 OR BTTER, PER VAR, TYP. — 5. PROVIDE CONTINUOUS AIR SEALALUE AT ALL WINDOWS, DOORS, WALLA D ROOF PENETRATIONS. — WINDOW 6. SCREENS TO BE PROVIDED WITH ALL OPERABLE WINDOWS, PERMIT CENTER — SCHEDULE& EGRESS NOTE: — ORIGINAL WINDOW INSTALLATIONS COMPLIED WITH APPLICABLE EGRESS CODES UPON COMPLETION. DETAILS AS SUCH, REPLACEMENT WINDOWS WILL BE SET AS LOW AS POSSIBLE IN EXISTING OPENINGS, WHICH — ARE NOT REQUIRED TO BE RE -FRAMED TO MEET CURRENT EGRESS HEIGHT.A5.7 — SIDING ASSEMI DRIP FLASHING 4X4 BLOCKING V TOP & BOTTOM FASTENERS PEI 1X WD MOUNTI (4)1/4"0X3"S SEALANT,TYP DEMO (E) SHEA INSTALL BLOCK REPLACE SHEA LADDER PER h BEARING BUFF CONNECTION F BASE PER MFF 4%3'X4" THICK PAD W/ (3) #4 EACH WAY CEI IN SLAB (E) GRADE — (E) FOUNDATIC ROOF LADDER FRAMING & BASE - SECTION, TYP 1 3„ = 1'-0„ 24" +/- SKYLIGHT FRAMING - PLAN, TYP 3" = V-0" (E) STUD WALL PROVIDE A34 CLIP TOP & BOTTOM OF STUD TO TOP PL & SILL PL (2) 2X8 BLOCKING -- A34 CLIPS TOP & BOTTOM, EA SIDE OF BLOCKING W/ #9 x 1.1/2" SO SCREWS DRIP FLASHING TYPE 2 PLATE ELEVATION: GALV PL 3/8" X 6" X 6" GALV TAB PL 112"W 1/2" 0 CLEMS PIN I w —0 0 0 GALV #2 CLEVIS W11/2" 0 THREADED ROD 1X WD MOUNTING BLOCK — 0 (4)1/4" 0 X 6" SDS SCREWS 5/8" TYP .�. SEALANT,TYP DEMO (E) SHEATHING, INSTALL BLOCKING, REPLACE SHEATHING A34 CLIPS TOP & BOTTOM, EA SIDE OF BLOCKING W/ #9 x 1-1/2" SO SCREWS WRB (2)1/41, o X 4-1/2" SDS SCREWS @ 8" O.0 . t/ 2" #2 CLEVIS W/ 112" 0 THREADED ROD UNIT ENTRANCE AWNING - SECTION, TYP 1/2" 0 CLEVIS PIN 1/4" x 2" GALV STL PLATE BEYOND 1/4" GALV STL PL, 42" WIDE x 36" OVERHANG FLASHING TYPE 2 SEALANT,TYP DEMO (E) SHEATHING, INSTALL BLOCKING, REPLACE SHEATHING (2) 2X8 BLOCKING, TYP 3/16" UNIT ENTRANCE A (E) 2X ROOF FRAMING @ 24" OC FASTEN (E) SHEATHING W/ 1 OD @ 6" OC, TYP 2X10 EA SIDE OF OPENING W/ SIMPSON U210 HANGER EA END SKYLIGHT OPENING Y Y Y Y Y Y Y v Y v V v Y Y S K S A R C H IT E C T S 11 1/2" MIN _ I i — ------------ i I 1/2" MIN - 4" MAX r I _ (2)1/4" 0 X 3" SDS SCREWS @ 3" OC _ ----_ROOF ASSEMBLY-1, REF 3/A5.3 _--- - - 1050 N. 38th St SIDING ASSEMBLY-1 SIM, REF 1 ( ABA Seattle, WA 98103 vx; iJ2" PLY SHEATHING 206,675,9151 ——shksarchitects.com 1- 8" MAX ,('fj (2)16D EA JOIST EA LEGHE — (2) 1/4" e X 3" SDS SCREWS @ 3" OC GALV 1-2-1/2"X1-1/2%1/4" @ 40" OC — I � - - (2) 1/4" 0 X 3" SDS SCREWS @ 3" OC 08/21/2019 2X4 @ 16" OC W/ BOTTOM PL & DBL TOP PL 1„ — 16D @ 8" OC TO RIM JOIST _ 111 ° 1 1/2" 1,_8„ -, ' 1 24" SIMPSON A34 EA SIDE @ 4'-0" OC NOTE: -NAIL SHEATHING W/ 8D @ 6" 1 1 OC AT PANEL EDGES AND 8D @ 12" OC ELSEWHERE — PARAPET FRAMING AND BRACING PARALLEL TO STRUC - SECTION, TYP 4 3„ = 1'-01, 1 1/2" MIN — ----------- r -- 1 I — 1 1/2"MIN-4"MAX _ r II — I _ (2)1/4" m X 3" SOS SCREWS @ 3" OC — a --- - -TT-FT ROOF ASSEMBLY -1, REF 3 / A5.3 — �KingCounty III I---i - SIDING ASSEMBLY-1 SIM, REF 1 / A5.1 iQHousing Authority 1/2" PLY SHEATHING PACIFIC COURT (2),6DEAJOIST _ _ ENVELOPE z EALEG — UPGRADE 24 +/ — J, (2) 1/4" 0 X 3" BOB SCREWS @ 3" OC _ 10D @ 4" OC SHEATHING TO BLOCKING, TYP 1 OOG�O CID I � GALV L2-1/2"X1-1/2"X1/4" @ 4'0" OC T (2) 1/4' 0 X 3" SDS SCREWS @ 3" OC 4028 S 146TH ST TUKWILA,WA98168 j� — '� — @ 16" OC W/ BOTTOM PL & DBL TOP PL t 1" i 16D @ 8" OC TO RIM JOIST ` ,l ° ° - 1 1/2" M PI 1 1/2" MIN TO 2" MAX -- (E) — Drawn by: FC Checked: Li _ Date: 07/12/2019 — Scale: 3" = 1'-0" — Revisions: No. Date Remarks — 1 8/21/19 PERMIT REV 1 — SISTER 2X10&NAIL W/16D@6"OCSTAGGERED _f-Er1fEp CITY OF TUKWILA — AUG 3 0 2019 ----- 2X70@4'0'OCW/SIMPSON U210HANGER PERMIT �EvrEp SIMPSON A34 EA SIDE @ 4%0" OC — NOTE: _ /� JOISTSACTOR NS!S1FEXISTING — STRUCTURAL JOIST SPANS s 18'-0" DETAILS PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC - SECTION, TYP T f 3„ = 1,_0„ — 1 �/- A - A A A A A A A A A A A A - ROOF ASSEMBLY - 2 • TPO HORIZONTAL ROOF MEMBRANE 112"HIGH DENSITY POLYISO COVER BOARD r 5-1/2"-9" TAPERED INSULATION (R-35.75 TO R-58.5) I VAPOR BARRIER —1/2" MIN 4" MAX (E) ROOF SHEATHING r (E) ROOF STRUCTURE I I 1 � I I _ 1/2" MIN, 4" MAX {2)1/4^ m X 3" BOB SCREWS @ 3" OC 1 I 1 I I — (2)1/4" m X 3"SDS SCREWS @ 3" OC I o - I ROOF ASSEMBLY-2 REF 1 J S7.2 I I _ t'_------ --^ 1 1 1 1 1 1 SIDING ASSEMBLY-4, REF i / A5.1 I 1/2" PLY SHEATHING ,r ! 1 SIDING ASSEMBLY-1 SIM, REF 1/ A5.1 1/2" PLY SHEATHING --- ,L ( 1'-8"MAX I (2)18D@8"OCTODECKING 11-81, MAX,I I , EA LEG .�.� 16 D @ 8" OC TO DECKING 16 D @ 8" OC TO RIM (2)1/41, e X 6" SDS SCREWS @ 3" OC ( EA LEG 1 ' 1 OD @ 4" OC SHEATHING TO BLOCKING, TYP GALV 1-2.1/2"X14/2"X1/4" @ 4'0" OC (2)114"mX6"SOS SCREWS @3"OC � � 10D@6"OC -� GALVL2-1/2"X1-1/2"X1/4"@4'0"OC 1112" -1— — — — 2X4 @ 16" OC W/ BOTTOM PL & DEL TOP PL------1 16d08"00 TO RIM RIM JOIST TO MATCH (E), A34 @ 24" OC TO DBL TOP PLATE SIMPSON A34 EA SIDE @ 4'-0" OC 2X8 @ 4'0" OC W/ SIMPSON U28 HANGER EA END �'- SHEAR WALL EDGE NAILS TO MATCH (E) -- CONT DOUBLE TOP PL, SPLICE TO (E) DOUBLE TOP PL EA END W/ (2) SIMPSON ST2215 AT INFILL WALL NOTE: - CONTRACTOR VIF EXISTING JOIST SPANS s 18'-0" PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC ON ROOF - SECTION, TYP _ 1 3T, _ ,,-0, SIDING ASSEMBLY-1, REF 1 / A5.1 373"Xi/4" STL PL WASHERS 2X SILL PT PL W/ 5/8" 0 ADHESIVE ANCHORS @ 48" OC MAX EMBEDDED 7" & CENTER ON STEM WALL EDGE NAIL VIF OR PROVIDE FOOTING & STEM WALL TO MATCH (E), PROVIDE ADHESIVE ANCHORS EA END AT EACH HORIZ REINF, EMBED 4" MIN WALL INFILL - BOTTOM -SECTION, TYP PARAPET FRAMING AND BRACING PAI RALLEL TO STRUC ON ROOF - SECTION, TYP G 3" = 1'-0" (2)1/4" 0 X 6" SDS SCREWS @ 3" OC 10D@4"00 (2)114" a X 6" SDS SCREWS @ 3" OC 16D@8"OCTORIM EDGE NAILING AT PARAPHET SHEATHING SIMPSON A34 EA. SIDE @ 4'-0" OC SIDING ASSEMBLY - 1, REF 1 / A5.1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION S H K S A R C H I T E C T S 1050 N. 381h St. Seattle, WA 98103 - 206.675.9151 wwwshksarchitects.com 08/21/2019 — King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: Li Date: 07/12/2019 Scale: 3" = 1'-0" Revisions: No. Date Remarks 1 8/21/19 PERMIT REV 1 RECEIVED CITY OF TUKWILA AUG-3 0 2019 PERMIT CENTER STRUCTURAL DETAILS .2 GENERALNOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS, ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES, PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK, SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS, DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LIVE LOAD PARTITION CONCENTRATED LOAD LOAD LOADS ROOF 15 PSF 25 PSF 300# SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME/SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAMEISHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. EXPOSURE CATEGORY = B BASIC WIND SPEED, (3 SEC. GUST), VuLT =110 MPH RISK CATEGORY PER TABLE 1.5-1 = II TOPOGRAPHIC FACTOR KZT =1.0 INTERNAL PRESSURE COEFFICIENT (ENCLOSED) _ ± 0.18 COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) EFFECTIVE WIND AREA ZONE 2 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -21.8 -36.5 -55.0 20 SF 16.0 16.0 16.0 -21.2 -32.6 -45.5 50 SF 16.0 16.0 16.0 -20.5 -27.5 -33.1 100 SF 16.0 16.0 16.0 -19.9 -23.6 -23.6 WALL SURFACES AND ROOF OVERHANGS 1 POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) EFFECTIVE WIND AREA ZONE 2 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -31.4 -51.6 20 SF 20.8 20.8 -22.6 -27.2 -30.8 -40.5 50 SF 19.5 19.5 -21.3 -24.6 -30.1 -25.9 100 SF 18.5 18.5 -20.4 -22.6 -29.5 -16.0 500 SF 16.2 16.2 -18.1 -18.1 - 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST -FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE -APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED, WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER, TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. DESIGN fc (PSI) MAX MIN. FLYASH AGGREGATE ITEM (AT 28 DAYS U.N.O.) WIC OR SLAG GRADING NOTES RATIO (PCY) ASTM AASHTO FOUNDATIONS - LINO 3000 0.50 57 OR 67 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. .W67tII?W-1a1►161a,II►Eel RI07r [10Ii! WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE - APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. COLD WEATHER PLACEMENT: 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40° F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE -APPROVED EQUAL. CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS MIXED ABOVE 30° F. 60° 55° FOR WEATHER INDICATED, DEGREES F. 0° TO 30° F. 65° 60° BELOW 0° F. 70° 65° MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55° 50° MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50° 40° HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION, VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS, FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST -TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. ITEM CONCRETE CURING NOTES SLABS EXPOSED TO EARTH OR WEATHER OR VEHICLE OR FORKLIFT TRAFFIC INCLUDING LOADING DOCKS 1, (3 OR 4 OR 5),6 ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 ALL OTHER CONCRETE NONE S H K S A R C H I T E C T S 1050 N. 38th St, Seattle, WA 98103 m. 206.675.9151 -shksarchitects.com - 08/21 /2019 `KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: DH Checked: JB Date: 07/12/2019 FOCale: 12" = t'-0" i A i.11� C APPROVED J,. Date Remarks Y SEP 27 2019 - AYS. RECEIVED City of Tukwila - BUILDING DIVISKCA Y OF TUKWILA 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B - AUG 10 2019 SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S PERMIT CENTER RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. _ o_ 5. PROVIDE'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR GENERAL NOTES A MINIMUM OF 14 DAYS. - 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURER'S _ 1. RECOMMENDATIONS. S3 CONCRETE CURING NOTES: 013 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATERDHN.2 PSF/HOUR PROVIDE A SPRAY APP EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE h CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLA SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIK AFTER FINAL FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 3. PROVIDE PRE -APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS GROUT NON -SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 928" OR PRE -APPROVED EQUAL. GROUT SHALL CONFORM TO CRD-C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD-C611-85 FOR 30 MINUTES, GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. ASTM A706 GRADE 60 FOR ALL MOMENT FRAME HORIZONTAL BEAM BARS, MOMENT FRAME VERTICAL COLUMN BARS, VERTICAL SHEAR WALL BAR SAND ALL COUPLING BEAM BARS (EXCEPT TIES). PER ACI 318, ASTM A615 GRADE 60 MAY BE SUBSTITUTED FOR THESE MEMBERS IF THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18 KSI, THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25, AND IF THE ELONGATION OVER AN 8" GAGE LENGTH MEETS THE FOLLOWING: BAR SIZE MINIMUM ELONGATION #3 - #6 ? 14% #7 - #11 > 12% #14, #18 i lo% ASTM A706 GRADE 60 FOR ALL WELDED BARS. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP ONE FULL MESH ON SIDES AND ENDS BUT NOT LESS THAN 8 INCHES. WELDED WIRE REINFORCING SHALL BE SUPPORTED TO WITHSTAND CONCRETE PLACEMENT, PULLING OF MESH INTO PLACE AFTER PLACEMENT IS NOT ALLOWED. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE, Fv=60 KSI (UNLESS NOTED OTHERWISE) BAR MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld") MINIMUM EMBEDMENT LENGTH FOR SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS STANDARD END HOOKS ("Ldh") #3 2'-0" 1'-6" T-6" T-3" --- U-7" Z-0" 2'4" 1' 7" 0'-9" #5 3'-4" 2'-7" 2'-7" 2-0" 1'-0" #6 4'-0" T-V 3'-1" 2'4' V-2" SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH --- — 3" EXPOSED TO WEATHER OR EARTH - -- — 2" WALLS AND SLABS NOT EXPOSED TO WEATHER--- 3/4" POST -INSTALLED ANCHORS POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST - INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH REPAR, INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. CONCRETE ANCHORS: ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER -DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC. OR STRONG -BOLT 2 ([CC ESR-3037) BY SIMPSON STRONG TIE, INC. SCREW ANCHORS: KWIK HUS-EZ (ICC ESR-3027) BY HILTI, INC. OR TITEN HD (ICC ESR-2713) BY SIMPSON STRONG TIE, INC. STRUCTURALSTEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED, STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI -- PARTIAL PENETRATION 70 KSI — COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP -CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER** EMBOSSED HEAD/COLOR 8d 0.131 2-1/2 3/BLUE 10d 0.148 3 4 / WHITE 16d 0.162 3-1/2 6/ORANGE 20d 0.192 4 FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS: FASTENER TYPE DIAMETER LENGTH EQUIVALENT SPACING TRACKER** EMBOSSED (INCHES) (INCHES) (INCHES) HEAD / COLOR 8d COMMON WIRE 0.131 2-1/2 6 4 3 3/ BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 E3 / NONE 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 1/ BLUE 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 14 GA. STAPLES 0.080 1-1/2* 6 4 3 15 GA STAPLES 0,072 1-1/2* 5 3 2-1/2 10d COMMON WIRE 0,148 3 6 4 3 4/ WHITE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 F4 J NONE 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 3/ WHITE *BASED ON 15/32" PLYWOOD OR OSB. **REFERENCE TO EMBOSSED HEAD / COLOR CODED NAILS PER TRACKERS SYSTEM. WOOD SHEATHING (STRUCTURAU: SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATAGORY 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PSI-09 AND/OR PS2-10, ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32116); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. FRAMING LUMBER: STANDARDS, EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES, SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO.2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR -LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR -LARCH" NO.2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 5. INTERIOR NON -BEARING STUD WALLS. "DOUG FIR -LARCH" NO.2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM -FIR" NO.1 (Fb=975 PSI, Fc=1350 PSI) 6. 2x & 3x T&G DECKING: "DOUG FIR -LARCH" COMMERCIAL (Fb=1450 PSI, E=1700 KSI) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR -LARCH" NO.2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 8. UTILITY & STANDARD GRADES NOT PERMITTED. MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. APPLICATION SPECIFIED MATERIAL PRESERVATIVE TREATMENT (1) CONNECTORS & FASTENERS (2)(3) FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) TOP PLATES & LEDGERS ON GLULAM (SP) o CONCRETE OR MASONRY ACQ, CBA, CA GALV (G185) Uj W WALLS (4) o FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) w Uj POSTS & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90) BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (G185) 6x OR GLULAM (CEDAR) NONE GALV (G90) 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG-FIR OR HEM -FIR SBX: DOT SODIUM BORATE SP: SOUTHERN PINE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. 3. G60, G90 & G185 PER ASTM A653 FOR COLD -FORMED STEEL CONNECTORS. BATCH/POST HOT -DIP GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS. HOT - DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE OR MASONRY WALLS MAY BE UN -TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LE D FOf REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WO 'DE C MMPLIAN REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS A D APPROVED FASTENERS. MISCELLANEOUS: SEP 2 7 2019 SHOP DRAWINGS/SUBMITTALS02City of Tukwila B3 UILDING DIVIS14 THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. STRUCTURAL ENGR. I BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. STRUCTURALSTEEL X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BYAN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS, THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 9B103 P": 206.675.9151 — www.shksarchitects.com — 08/21/2019 — / `King County Housing Authority PACIFIC COURT - ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: DH Checked: JB Date: 07/12/2019 Scale: 12" = M" Revisions: No. Date Remarks RECEIVED CITY OF TUKWILA - AUG 3 0 2019 PERMIT CENTER - GENERAL NOTES S1.4 STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. S H K S A R C H I T E C T S STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SYSTEM SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE X IBC 1705.E ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X DEPTH AND HAVE REACHED PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF X COMPACTED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND X COMPACTION OF COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS X BEEN PREPARED PROPERLY STEEL MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, X AISC 360 CHAPTER N5 CONSTRUCTION NUTS AND WASHERS HIGH -STRENGTH BOLTING AISC 360 CHAPTER N5 A. SNUG -TIGHT JOINTS X MATERIAL VERIFICATION OF STRUCTURAL STEEL MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 A. FOR STRUCTURAL STEEL, IDENTIFICATION X CERTIFIED MILL TEST REPORTS AISC 341 CHAPTER J6 MARKINGS TO CONFORM TO AISC 360 B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X MATERIAL VERIFICATION OF WELD FILLER MATERIALS MANUFACTURER TO PROVIDE AISC 360 CHAPTER N5 A. IDENTIFICATION MARKINGS TO CONFORM TO AWS X CERTIFICATE OF COMPLIANCE SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE X INSPECTION OF WELDING SPECIAL INSPECTIONS IN THIS AISC 360 CHAPTER N5 A. COMPLETE AND PARTIAL JOINT PENETRATION X SECTION ARE WAIVED WHERE AISC 341 CHAPTER J6 GROOVE WELDS FABRICATION IS PERFORMED ON THE AWS D1.1 B. MULTI -PASS FILLET WELDS X PREMISES OF A FABRICATOR C. SINGLE -PASS FILLET WELDS > 5/16" X REGISTERED AND APPROVED IN D. PLUG AND SLOT WELDS X ACCORDANCE WITH IBC SECTION E. SINGLE -PASS FILLET WELDS <_ 5/16" X 1704.2.5 F. FIELD -INSTALLED WELDED STUDS X G. WELDING OF STAIRS AND RAILING SYSTEMS X INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION X DOCUMENTS CONCRETE INSPECT REINFORCEMENT, INCLUDING PRE- SPECIAL INSPECTIONS NOT REQUIRED ACI 318: CH 20, 25.2, 25.3, STRESSING TENDONS, AND VERIFY PLACEMENT X FOR THE FOLLOWING CONDITIONS: 26.6-1 TO 26.6-3, IBC 1908.4 ANCHORS CAST IN CONCRETE -PRIOR TO AND X NON-STRUCTURAL SLAB ON GRADE ACI 318: 17.8.2 DURING PLACEMENT OF CONCRETE AISC 360 SECTION N7 CONCRETE FOUNDATION WALLS WITH F'c <_ 2500 PSI ANCHORS POST -INSTALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 21.2.8 ISOLATED SPREAD FOOTINGS FOR IBC 1909.1 VERIFY USE OF REQUIRED DESIGN MIX ACI 318, CH 19 BUILDINGS THREE -STORIES AND LESS X ABOVE GRADE PLANE CONTINUOUS FOOTINGS SUPPORTING PRIOR TO CONCRETE PLACEMENT, FABRICATE ASTM C172, C31 SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP X WALLS OF THREE -STORIES AND LESS ACI 318: 26.4, 26.12 AND AIR CONTENT TESTS, AND DETERMINE THE ABOVE GRADE PLANE WHERE WALLS IBC 1908.10 TEMPERATURE OF THE CONCRETE ARE LIGHT -FRAME CONSTRUCTION AND STRUCTURAL DESIGN IS BASED MAINTENANCE OF SPECIFIED CURING X ACI 318: 26.5.3 TO 26.5.5 ON F'c 5 2500 PSI TEMPERATURE AND TECHNIQUES IBC 1908.9 MATERIAL VERIFICATION OF REINFORCEMENT X MANUFACTURER SHALL PROVIDE MILL ACI 318: 26.6.4 STEEL FOR ASTM A615 REINFORCING TEST REPORTS. CONTINUOUS AWS D1.4 INSPECTION FOR ALL WELDS GREATER IBC 1705.3.1 THAN 5/16" FILLET. PERIODIC INSPECTION FOR FILLET WELD 5/16" AND SMALLER TESTING OF MATERIALS X IBC 1705.3.2 WOOD FRAMING SHEAR WALL NAILING SPECIAL INSPECTION NOT REQUIRED IBC 1705.11.1, 1705.12.2, 1705.5 X FOR FASTENER SPACING > 4" O.C. DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.11.1, 1705.12.2, 1705.5 FOR FASTENER SPACING > 4" O.C. NAILING, BOLTING, AND ANCHORAGE OF IBC 1705.11.1, 1705.12.2 COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD-DOWNS THAT ARE PART OF THE X SEISMIC RESISTING SYSTEM METAL -PLATE -CONNECTED WOOD TRUSSES SPANNING X TEMPORARY AND PERMANENT BRACING IBC 1705.5.2 60 FEET OR GREATER TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6, STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES ® 7xT1l�tirN] r . il►[cl:Ti;1191 • ► » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. REVIEWED FOR CODE COMPLIANCE APPROVED ' SEP 27 2019 City of Tukwila BUILDING DIVISION 1050 N. 38th St. Seattle, WA 98103 PH: 206.675.9151 -shksarchitects.com 08/21 /2019 — / `KIngCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: _DH Checked: JB Date: 07/12/2019 Scale: 12" = 1'-0" Revisions: No. Date Remarks ;;e El11ED CSTY OF TUKWILA -AUG 3 0 2019 PERMIT CENTER GENERAL NOTES S1.5 S H K S A R C H I T E C T S Project Info Project Title: KCHA AVONDALE MANOR Date 7/12/2019 Compliance forms do not Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use require a password to use. Instructional and calculating cef/s Company Name: CASE ENGINEERING Company Address: 19515 NORTH CREEK PKWAY SUITE 302 BOTHELL WA Applicant Name: STEPHANIE ENLOW are wdte- protected. Applicant Phone: 425-402-9400 EXT 16 Applicant Email: STEPHANIE@CASEENG.COM Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Include PROD -SUM form (included in envelope forms workbook) with lighting compttiance forms. Building Additions Compliance Method Interior lighting I Exterior lighting Refer to Section C502.2.6 for additional requirements. Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ -- Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition is combined with existing: For interforfighting projects, include new+ existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT--SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Nor -Tradable Lighting Wattage tables,in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ ❑ El Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ ❑ of the retrofit pmject. if project includes a combination ofspaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more ofthe fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Lamp and/or ballast replacement only - existing total wattage not increased ❑ ❑ ❑ 50% or more replaced- Total lighting power ofnew + existing -to -remain fixtures shall comply with total CPA per Sections C405.4.2 and C405.5.2. Include new + existing-to-mmatn fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50%replaced - Total lighting power ofnew + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Refer to Section C503.6 for additional installed wattage for exteriorluminaires. requirements. Lighting Controls Interior lighting Parkinggamge All alteration lighting controls shall be commissioned per C408.3. New wiring installed to serve added fixtures and/or fixtures relocated to new ❑ ❑ circuit($) F-Exteriorlighfing New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only ❑ New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting ❑No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. controls per C405.2,5. For exterioNighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C4052.2. Reconfigured interior space - Provide all required lighting controls that apply to a new intedorspace. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs far the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or L TG-INT-SPA CE form. Interior Lighting System Description Interior Lighting Power ❑ Building Area Method ❑' Space -by -space Method Allowance Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1- C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406A Enhanced digital lighting controls . To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: Q Lighting 0 G405.2 thru C405.5 Commercial Lighting Controls and LPA p G406.3 High Efficacy Lighting 0 Exterior Lighting System EFFICIENT LED LIGHTING SYSTEMS WITH CUT OFF OPTICS TO ENHANCE SECURITY Description FOR RESIDENTS. CONTROLLED VIA LIGHTING CONTROL PANEL. ExteriorLl LTG EXT r Project Title: KCHA AVONDALE MANOR Date 7/12/2019 Exterior Lighting Zone Table C risdiction. 2(1) Specified byjurisdiction. O Zone 1 Q Zone 2 Q Zone 3 Q Zone 4 Zone selection required to enable LTG-EXT form For Building Department Use Calculation Area 0 O Addition - Q Addition standalone +existing O Alteration with < 50% Q Alteration with 2 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts ❑✓ Efficacy> 80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage No" i Base Site Allowance: 750 Tradable Surfaces Surface Description Area (it), perimeter (10 or # of items Allowed Wats per It or per If owe at s x fe (or x 10 Uncovered Parking and drives PARKING 7777 0.08 W/ft2 622 Stairways STAIRS 922 1.0 W/ft2 922 Total Allowed Tradable +Site Allowance Watts:F--2295—� iraaame rroposea Llgnnng vvanage ---- Tradable Surface Fixture Description NOTE a' a Number of Fixtures Watts per Fixture NOT'$ Watts Proposed Uncovered Parking and drives FE2-POLE MTD LUMINIARE 2 118 236 Stairways FE4-STAIRWAY LIGHT 18 11 198 Total proposed tradable watts may not exceed the sum of total a tradable Total Proposed Tradable Watts: 434 watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage""' Site Allowance Remaining: 750 Non -Tradable Surfaces Surface Description Area Rtz), perimeter (10 or # of items Allowed Watts per it' or per If Allowed Watts x ftz (or x in Bldg. Fapade BUILDING MOUNTED LIGHTS 15088 0.15 W/ft2 2264 Non-iractame rroposea Lignung wattage-" Non Tradable Surface Fixture Description NOTE 3, 4 Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Bldg. pagoda FEI/FE1M-BLDG MTD FLOOD 10 43 430 Bldg, Faqade FE3-WALL MTD PORCH LIGHT 18 13 234 Non -tradable proposed watts may not exceed allowed watts foranyindividual Non -Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: 750 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1- List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing-to-reman fixtures. Note 3 - Forproposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (/f applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed lighting Wattage tables in the same mortar as new fixtures. Identify as existing in fixture description. Note 5- For proposed WattsiFixture enter the luminaire wattage forinstalled lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's tilted maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. LIGHTING FIXTURE SCHEDULE WATTS/ TYPE DESCRIPTION LAMP FIXT EXTERIOR FEi BUILDING MOUNTED FLOOD WITH YOKE FITTING TO AIM FLOOD, 4000 LED 43 LUMENS, 4000K, 80 CRI. COORDINATE MOUNTING DETAILS WITH ARCHITECT PRIOR TO ROUGH -IN, ATLAS ALPHA PFM43LED4K SERIES FE1M SIMILAR TO FE2 EXCEPT WITH CIRCUIT VIA MOTION SENSOR. SENSOR TO LED 43 BE WEATHERTIGHT, TO WORK AT 15' MOUNTING HEIGHT WITH 270 VIEW RANGE. WATT STOPPER EW200 WITH CONTROLLER. FE2 POLE MOUNTED TYPE IV DISTRIBUTION LUMINAIRES MOUNTED BACK TO BACK ON LED 118 25' SQUARE STEEL POLE ON 2' PREMANUFACTURERED CONCRETE BASE. LUMINIARE ARM AND POLE TO BE MANUFACTURER'S STANDARD McGRAW EDISON GLEON AF 1 FE3 WALL MOUNTED PORCH LIGHT, NOMINALLY 11" BY 7" BY 4" DEEP. LED 13 1306 LUMENS, 4000K, 80 CRI. INSTALL LIGHT ON NEW SIDING AND PROVIDE JUNCTION BOXAND EXTENSION RING, COORDINATE MOUNTING DETAILS WITH ARCHITECT PRIOR TO ROUGH -IN. CONNECT TO EXISTING CIRCUIT. LUMINAIRE LED SWOOP 610 FE4 STAIRWELL LIGHT, LINEAR LED, NOMINALLY 4' LONG BY 6" WIDE WITH LED 11 WRAPAROUND LENS WITH INTERGRATED OCCPANCY SENSOR AND AUTOMATIC DIMMING PHOTOCELL AND EMERGENCY BACK UP. FIXTURE TO DIM TO 50 PERCENT WHEN STAIRWELL IS UNOCCUPIED. LCP1 LIGHTING CONTROL PANEL WITH PROGRAMMABLE ASTRONOMICAL TIMECLOCK WITH SEVEN DAY SETTINGS WITH BATTERY BACK UP FOR AT LEAST 10 HOURS. WATTSTOPPER LP8 SERIES PANEL OR APPROVED EQUAL ELECTRICAL LEGEND POWER DEVICES AND EQUIPMENT t® DUPLEX GFCI RECEPTACLE 0 DOUBLE DUPLEX GFCI RECEPTACLE 4WP GFCI WEATHER RESISTANT RECEPTACLE WITH WEATHERPROOF WHILE -IN -USE COVER (7J JUNCTION BOX WITH BLANK COVER CIRCUIT BREAKER PANELBOARD o TERMINAL CABINET �] METER PPO UTILITY POWER POLE (SITE PLAN) nUTILITY TRANSFORMER CONDUITS AND CIRCUITING WIRING CONCEALED IN CEILING OR WALL ---------- WIRING CONCEALED UNDER FLOOR OR UNDERGROUND /� CONDUIT HOME -RUN CONDUCTORS CONDUIT PHASE CONDUCTOR(S) TORS) NEUTRAL CONDUCTOR ".GROUND CONDUCTOR �I- GROUND WIRE CONDUIT BENDS TO CHANGE ELEVATION AT THIS POINT —� CONDUIT STUB -UP —3 CONDUIT CONTINUES ELSEWHERE (NOTED ON PLAN) Xx CONDUIT (OR EQUIPMENT) TO BE REMOVED LIGHTING ❑-e SINGLE ARM AREA LIGHT 0 WALL MOUNTED AREA LIGHT 0 POST TOP AREA LIGHT �NOTES AND MISCELLANEOUS SYMBOLS (3 �. FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. Lam`' COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM, REVISION CLOUD & FLAG - CLOUD SURROUNDS INFORMATION THAT HAS BEEN REVISED, FLAG NOTES / 1 THE REVISION IN WHICH THE CHANGES WERE MADE. ABBREVIATIONS A (200A) (AFTER A NUMBER) = AMPS AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS AHJ AUTHORITY HAVING JURISDICTION AL ALUMINUM BKR BREAKER C CONDUIT CKT CIRCUIT CU COPPER DISC DISCONNECT E.C. ELECTRICAL CONTRACTOR (E) EXISTING (USED AS SYMBOL DESIGNATION) EMT ELECTRICAL METALLIC TUBING EXTG EXISTING (USED AS ABBREVIATION IN TEXT) F.O.I.C. FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND kCMIL THOUSANDS OF CIRCULAR MILS KVA 1000 VOLT AMPERES KW 1000 WATTS LCP LIGHTING CONTROL PANEL MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY NIC NOT IN CONTRACT NREC NON-RESIDENTIAL ENERGY CODE OS OCCUPANCY SENSOR PC PHOTOCELL PNL PANELBOARD REC RECEPTACLE(S) SW SWITCH TBD TO BE DETERMINED TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED VA VOLT AMPERES W WATTS WP WEATHERPROOF XFMR TRANSFORMER 1050 N. 38th St. Seattle, WA 98103 _ Pe: 206.675.9151 www.s hksa rch itects.com Ch CASE IV ENGINEERING consulting Electrical Engineers — i95150NoAh Creek PeMwey, S�rte ]Oi � en, wasnmg,e„ neon Phone: azsaozsaoo Pay: azseoz.saoz 19129 — L 0 11 2019z - DRAWING INDEX EO.1 LEGEND, LIGHTING SCHEDULE, ENERGY FORMS EO.2 RISER DIAGRAM & PANEL SCHEDULES E1.1 ELECTRICAL SITE PLAN — E2.1 BUILDING'A' 1ST FLOOR ELECTRICAL PLAN — E2.2 BUILDING 'A' 2ND FLOOR ELECTRICAL PLAN _ E2.3 BUILDING'B' & MAINTENANCE BLDG ELECTRICAL PLANS _ E3.1 BUILDING'A' ELECTRICAL ELEVATIONS KCHA E3.2 BUILDING'B' & MAINTENANCE BUILDING — ELECTRICAL ELEVATIONS — PACIFIC COURT E4.1 LIGHTING CALCULATION SITE PLAN — ENVELOPE REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: GJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted — Revisions: No. Date Remarks RECEIVED - CITY OF TUKWILA - JUL 24 2019 _ LEGEND PERMIT CENTER - & SCHEDULES SEPARATE PERMIT AND - APPROVALEO- REQUIRED _ ' EXISTING PANEL: A PROJECT NAME KCHA Pacific Court PROJECT#: 19129 LOCATION: FED FROM: NOTE CKT NO. CIRCUITNAME CB SIZE LOAD(KVA) PANG- DESCRIPTION 0 AMjPj R I H I M L K 0 TOTAL 1 DRYER A 30 2 PANS - AMPS : 200 3 --- B - - FEHJHRAMPS: 200 5 DRYER A 30 2 L- L VOLTS : 240 7 - - B -- L-NVOLTS: 120 9 HEAT A 20 2 1.50 T52 PHASE: 1 71 --- B -- - 1.50 WRE: 3 13 LTG - OUTSIDE A 20 1 1.20 A.I.C.: 10kA 15 LTG - BUILDING B B 20 1 0.96 17 WATER A 15 1 1.50 1.50 ML.a 19 WASHER B 15 1 1.50 1.50 MAIN CB X 200A 21 SPARE A 15 1 FLUSH 23 SPARE 8 15 1 SURFACE X 25 SPACEONLY A ISO GND 27 SPACEONLY B FEEIITHRU 29 SPACEONLY LOAD SUMMARY REG KVA 2 DRYER A 30 2 2.50 2.50 4 --- B -- - 2.50 2.50 HEAT KVA : 7.50 6 HOT WATER A 30 2 2.25 2.25 MOTOR KVA 8 --- B - 2.25 1 2.25 1 LIGHTING KVA : 7.76 10 LTG -CARPORT A 20 1 0.64 0.64 KITCHEN KVA 12 LTG - BUILDINGA B 20 1 1 132 1.32 OTHER KVA : 18.20 14 LTG -OUTSIDE A 20 1 1.12 1.12 16 LTG - BATH EHALL B 15 1 0.44 0.44 PHASEA KVA: 17.35 18 LTG- OUTSIDE A 15 1 1.44 1,44 AMPS : 144,6 20 LTG -ELM RM B 15 1 0.64 0,64 PHASEBKVA: 16.11 22 FIREPANEL A 20 2 0.20 0.20 AMPS : 134.3 24 SPACEONLY B 26 ISPACEONLY A 28 SPACEONLY B 30 SPACE ONLY CONNECT® LOAD M KVA : 33.46 di AMPS: 139A DEMANDLOAD KVA : 35A0 ANIP"o : 147.5 NOTES/RENARKS : 1. 2. 3. DEMAND / DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES - TO 10KVA 100% _ REMAINING OVER 10KVA 50% _ H HEATING 100% = 7.50 M MOTORS 100% _ UM LA RGEST MOTOR 125°% = L LIGHTING 125% = 9.70 K KITCHEN 100% _ 0 OTHER 100% = 18.20 EXISTING PANEL: B PROJECT NAME KCHA Pacific Court PROJECT#: 19129 LOCATION: FED FROM: NOTE CKT NO. CIRCUIT NAME CLOADKVA) ( PANE- DESCRIPTION QBS2E AM P R H M L K O ITOTAL 1 SHOP DRY ER A 30 2 2.50 2.50 PANEL AMPS: 200 3 - - - B - - - 2.50 2.50 FEEDER AMPS : 200 5 OFFICE HEAT A 20 2 1.50 150 L- L VOLTS: 240 7 - - B - - 1.50 1.50 L- N VOLTS: 120 9 HOODFAN A 20 1 0.70 0.70 PHASE: 1 1 11 LTS - BUILDING B B 20 1 0.17 0.17 WRE : 3 1 13 LTS- BUILDINGA A 20 1 0.26 0.26 A.I.C.: 10kA 1 15 LTS- PARKING LOT B 20 1 014 0.24 17 SPACEONLY A M.L.O. 19 SPACEONLY 8 MANGE X 200A 21 SPACEONLY A FLUSH 23 SPAGEONLY B SURFACE X 25 SPACEONLY A ISO GND 27 SPACEONLY B FE33THRU 29 SPACEONLY A LOAD SUMMARY REG KVA : 0.72 2 OVEN A 40 2 4.00 4.00 4 --- B -- - 4.00 4.00 HEAT KVA : 3.00 6 REFER - PANTRY A 20 1 1.10 1.10 MOTOR KVA : 1.80 8 REC- PANTRY COUNTERTOP B 20 1 0.36 0.36 LIGHTING KVA : 0,67 10 GATE A -20 1 1.10 1.10 KITCHEN KVA 12 PANTRY ROOM BATHROOM B 20 1 0.36 0.36 OTHER KVA : 14.10 14 SOLAR W/H UTILITY PUMP A 15 1 16 SPACE ONLY BI I PHASEA KVA : 11.16 18 SPACEONLY A AMPS : 93.0 20 SPACEONLY B PHASE KVA: 9.13 22 SPACEONLY A AMPS : 76.1 24 SPACEONLY B 26 SPACEONLY A 28 SPACEONLY B 30 SPACEONLY A CONNEaTED LOAD KVA : 20.29 AMPS : 84.5 DEMANDLOAD KVA : 20.73 AMPS : 86A NOTESIREMARKS : 1. PROVIDE NEW BREAKER SHOWN 2. 3. DEv1AN0 t DIVERSITY FACTORS_ LOAD DESCRIPTION DEMAND R RECEPTACLE3-T010KVA 100°% = 0.72 REMAINING OVER 10KVA 50% _ H HEATING 100% = 3.00 M MOTORS 100°% = 0.70 LM LARGESTMOTOR 125% = 1.38 L LIGHTING 125% = 0.84 K KITCHEN 100% _ 0 OTHER 100% S H K S A R C H I T E C T S LEG EN D _ 200 EXISTING FEEDER SIZE IN AMPS - - ��/� SOLID SHADING IN HEAVY LINES INDICATES NEW EQUIPMENT. / PARTIAL SHADING IN LIGHT LINES INDICATES EXISTING PANEL WITH MODIFIED CIRCUITS. (SEE PANEL SCHEDULE) - 1050 N. 38th St. - Seattle, WA 98103 MECHANICAL BUILDING - PH: 206.675.9151 www.s hksa rchitects.co m - 200 200 _�Mh CASE IV ENGINEERING ConsuRing Electdmi Engineers 9515 Nosh Ca kGarkwaY. 3Ma 302 a_azs szsaoo re.: az o19129 - 18128 C/T - L 0 1 3327373 TO PSE VAULT -MOUNTED TRANSFORMER 400 - eL EXISTING RISER DIAGRAM - NOT TO SCALE - LOAD SUMMARY -_ MAIN SERVICE - 400A, 1201240V, 1-PHASE, 3-WIRE CONNECTED DEMAND DEMAND LOAD DESCRIPTION LOAD-kVA FACTOR kVA AMPS - PANEL A RECEPTACLES - GENERAL USE** 0.00 0.00 0.0 - HEATING 7.50 1.00 T50 31.3 - MOTORS 0.00 1.00 0.00 0.0 LIGHTING 7.76 1.25 9.70 40.4 - KITCHEN 0.00 0.65 0,00 0.0 - OTHER 18.20 1.00 18.20 75.8 PANEL B - RECEPTACLES - GENERAL USE** 0.72 * 0.72 3.0 _ HEATING 3.00 1.00 3.00 12.5 MOTORS 1.80 1.00 1.80 7.5 - LIGHTING 0.67 1.25 0.84 3.5 - KITCHEN 0.00 0.65 0.00 0.0 - KCHA OTHER 14AO 1.00 14.10 58.8 - PACIFIC COURT TOTAL - MAIN SERVICE 53.75 55.86 1 232.7 - ENVELOPE @ 120`240V - UPGRADE 1PH, 3W - *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA - -DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT - - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: CJP _ Checked: MSC Date: 07/12/2019 REVIEWED FOR - CODE COMPLIANCE -scale: Noted APPROVED - Revisions: SEP 27 2019 _ No. Date Remarks City of TUkwila - BUILDiNG DIVISION - RECEIVED CITY OF TUKWILA - RISER DIAGRAM JUL 24 2019 - AND PANEL 0236PERMIT CENTER - SCHEDULES SEPARATE -EO.2 PERMIT APdD APPROVAL REQUIRED - FLAG NOTES 7rj ROUTE CONDUIT ON ROOF. PROVIDE SUPPORTS AS REQUIRED. �SURFACE MOUNT CONDUIT FROM PARAPET WALL TO BELOW GROUND ON BUILDING � EXTERIOR. COORDINATE CONDUIT LOCATION WITH ARCHITECTURAL SIDING DETAILS, 3 EXISTING BOLLARDS TO REMAIN. LIGHTPOLE c�i 6"x6" SQ. (MAX.) (25'-0" MAX. HEIGHT) I ANCHOR BOLT — ENGAGE TOP OF (4) TIES MIN. (YPICAL) #4 TIES SPACED AS SHOWN IN TOP 5" 1' CHAMFER I I =- #4 TIES SPACED ® 6"O.C. ABOVE GRADE (TYPICAL) d SLAB ON GRADE — N RIGID TO PROVIDE RESTRAINT AT GROUND LEVEL. #4 TIES SPACED @ 12"O.C. z = BELOW GRADE. co - I _ a _ 4500 psi CONCRETE BASE (MAX.) (8)#5 VERTICAL REBAR SPACED EVENLY IN 18" CIRCULAR PATTERN 3" CLEAR NOTES: AUGER 2'-0" HOLE INTO UNDISTURBED NATURAL MATERIALS TO DEPTH SHOWN. CONSULT GEOTECHNICAL ENGINEER IF CLAY OR SILT SOILS OR HIGH WATER TABLE ARE ENCOUNTERED. ATTACH POLE TO TOP OF CONCRETE BASE PER POLE MANUFACTURER'S RECOMMENDATIONS. (l--� FE2 POLE MOUNTING DETAIL � NTS 1-UIN 146TH STREET ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" S H K S A R C H I T E C T S 1050 N. 38th St. — Seattle, WA 98103 — re: 206.675.9151 —shksarchitects.core - T CASE IV ENGINEERING — Consulting Electrical Engineers — ' s aoi"�a`na:nma� saoi �° soz vno�a: azs-ao2 sago F-42s--s4o2 — 19129 — L S _ 0 t 019 33273 = AL - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: CJP FOR — Checked: VISC IANCE _ Dale: 07/12/2019 D Scale: Noted 19 D — Revisions: No. Date Remarks ilaSION — RECEIVED — CITY OF TUKWILA — - ELECTRICAL JUL 24 2019 - SITE PLAN PERMIT CENTER — ERMIT AND PERMIT AND � �..� El APPROVAL v REQUIRED SHICSARCH IT E C T S M, ELECTRICAL PLAN I ST FLOOR BUILDING 'A' SOUTH SCALE: 1/8" = 1'-0" ON, 1050 N.38th St. Seattle, WA 98103 a: 206.675.9151 www.shksarchitects.com CASE IV ENGINEERING Consulting Electrical Engineers _02.9400 42S402 94D2 19129 L N0 1 2019 NORTH 273 KEY PLAN L NTS FLAG NOTES REPLACE EXISTING LIGHTING FIXTURE WITH NEW FIXTURE SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED. REFER TO ELEVATIONS ON SHEET E3.1 FOR DEMOLITION WORK AND FOR RESTORATION OF EXISTING ELECTRICAL EQUIPMENT AND DEVICES TO REMAIN ON WEST WALL OF BUILDING. R�>REPLACE EXISTING WALL MOUNTED LIGHTING FIXTURE WITH NEW CEILING MOUNTED FIXTURE WITH EMERGENCY BATTERY BACK—UP SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED. FE4 3 1 KCHA PACIFIC COURT FE3 ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 961 68 Drawn by: Cip Checked: MSC REVIEWED FOR REVIEWED COMPLIANCE 0 V' I FE3 CODE COMPLIANCE Date: 07/12/2019 APPROVED PPROVED Scale: Noted SEP 272019 SEP 27 2019 Revisions: Is Remarks No. La C t CitY Of TUkwila MATCHLINE I L I DIVISION j BUILDING DIVISION BUILDING'A RECEIVER CITY OF TUK%VILA 1 ST FLOOR NORTH ELECTRICAL PLAN NORTH JUL 2 4 2019 - ELECTRICAL PLAN' 00 440MO I ST FLOOR BUILDING 'A' NORTH A'Ar Nk Z39 - 1' SCALE: 1/8" = —0" PERMIT CENTER SEPARATE A PERMITAND APPROVAL 4 E2.1 REQUIRED NATCH� � - ELECTRICAL PLAN NORTH ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING 'A' (SOUTH) 2ND FLOOR BUILDING 'A' (NORTH) SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 4 F S H K S A R C H I T E C T S I KEY PLAN NTS 1050 N. 38th St. WA 98103 =Seattle, vn: 206.675.9151 —chksarchitects.com = CASE ENGINEERING — Consulting Electrical Engineers 19515 so h wa ne,n "Uft a9z eno ne: 25-4029400�Fe 425i029402 — 19129 _ L NORTH 2019 332 — 0 1 73 = eL FLAG NOTES REPLACE EXISTING WALL MOUNTED LIGHTING FIXTURE WITH NEW CEILING MOUNTED FIXTURE WITH EMERGENCY BATTERY BACK—UP SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED. REFER TO ELEVATIONS ON SHEET E3.1 FOR DEMOLITION OF EXISTING FIXTURES ON NORTH, SOUTH AND EAST SIDES OF BUILDING. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: CJP _ Checked: MSC _ Date: 07/1Z(2019 Scale: Noted — Revisions: No. Date Remarks - BUILDING IA' RECEIVED CITY OF TUK1rVILA - 2ND FLOOR JUL 24 2019 - ELECTRICAL PLAN PERMIT CENTER = SEPARATE PERMIT AND APPROVAL REQUIRED — FLAG NOTES 1 REPLACE EXISTING LIGHTING FIXTURE WITH NEW FIXTURE SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED, 2Cj REFER TO ELEVATIONS ON SHEET E3.1 FOR DEMOLITION WORK AND FOR RESTORATION OF EXISTING ELECTRICAL EQUIPMENT AND DEVICES TO REMAIN ON WEST WALL OF BUILDING. 3Cj REPLACE EXISTING WALL MOUNTED LIGHTING FIXTURE WITH NEW CEILING MOUNTED FIXTURE WITH EMERGENCY BATTERY BACK—UP SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED. ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING 'B' 040-Mp SCALE: 1/8" = 1'-0" EXISTING METERS TO REMAIN SEE SHEET E3.2. ELECTRICAL PLAN 1 ST FLOOR BUILDING 'B' SCALE: 1/8" = 1'-0" � E/z, � A�� S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 PH: 206.675.9151 .w .shksarchitects.com = Qh CASE ENGINEERING Consulting Electrical Engineers — 195t5 North Creek Parkrvay, Suile 302 eorl,eil, PWasainFo 4BI—; 4]5-403�9400 ex:425-40]-9402 19129 0 1 2019 KEY PLAN L NTS - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 REVIEWED FOR Drawn by: CJP CODE COMPLIANCE _ Checked: MSC APPROVED _ — Date: oTnz zols SEP 27 2019 _ Scale: Noted City of Tukwila — Revisions: _ No. Date Remarks BUILD DIVISION _ RECEIVED - BUILDING 'B' CITY OF TUMVILA - ELECTRICAL PLANS JUL 24 2019 — PERMIT CENTER — SEPARATE PERMITAND E2.3 APPROVALO', REQUIRED -------- - ------------------------------------------------------------------- - - ------- ------ - ----- ------ ----------- ------- ------- FE1M FE1M IM FE1 M ---------------------------- ------------------------------ go 8 ci H j,o 5 i E-P Eli at Eli --j -- — — -------- BUILDING 'A' (EAST ELEVATION) EL SCALE: 1/8" = 1'-0" I A I SCALE: 1/8" = l'-O" OBUILDING 'A' (NORTH) SCALE: 1/8" = l'-O" FTAWG no I M [LOMA OBUILDING 'A' (SOUTH) SCALE: 1/8" = l'-O" FLAG NOTES Ei E3 — FE1 M F=T_=`� j L --------------------- ------------------------------------- Ei Q A (TYPICAL) (TYPICAL) RE -LOCATE EXISTING FIRE ALARM IN EXISTING LOCATION AFTER NEW SIDING IS INSTALLED. RE -ATTACH EXISTING SERVICE EQUIPMENT TO NEW SIDING. EXISTING EQUIPMENT, CONDUIT AND CONDUCTORS TO REMAIN. RE -INSTALL EXISTING A/C DISCONNECT TO NEW SIDING. RE -CONNECT AS NECESSARY. RE -INSTALL EXISTING RECEPTACLE TO NEW SIDING. RECEPTACLE AND EXISTING CIRCUITRY TO REMAIN. 15 REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED CONDUIT AND CONDUCTORS..... EXISTING FIXTURE TO BE REPLACED WITH NEW. SEE SHEET E2.1 FOR NEW FIXTURE DESCRIPTION AND CIRCUITING REQUIRMENTS. S H K S A R C H I T E C T S --- - ------ ------------------- 1050 N. 38th St. Seattle, WA 98103 206,675.9151 — ---------- — - - — - — - w ,shksarchitects.00nn CASE IV ENGINEERING Consulting Electrical Engineers s"'. Ph.-4254—s -.1-4. 19129 L 0 1 2019 3327 F I E- — - — -- KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: Cip REVIEWED FOR I Ifilliked: MSC COMPLIANCE M 07/12/2019 �LIANCE APPROVED Scale: Noted SEP 27 2019 Revisions: No. Date Remarks City of Tukwila BUILDING DIVISION BUILDING'A' RECEIVED CITY OF TUKWILA ELEVATIONS JUL 24 2019 PERMIT CENTER SEPARATE PERMITAND ARPROVAL E3.1 REQUIRED S H K S A R C H I T E C T S - -- ----- ------------- ----- I — S Q 61 BUILDING B' SCALE: 1/8" = 1'-0" BUILDING 'B' SCALE: 1/8" = 1'-0" E e —I_11I- 7 -- —_i P ri if — (TYPICAL) Q BUILDING 'B' (WEST ELEVATION) ELECTRICAL BUILDING 'B' (EA ~ O SCALE: 1/8" = 1'-0" O SCALE: 1/8" = 1'-O" a *AT, i I Is]► 11 ra NO #: ".1 1050 N. 38th St, Seattle, WA 98103 - 206.675,9151 w—ahksarch itects. com - ]h CASE ENGINEERING Consulting Electrical Engineers — 18515 None Geek Parkway, Su'Ae 302 emnan. wammFa aemr Pnone: n2seoasaoo a.: 425ao2-sao2 19129 - L p 0 ,2019 .� 3327373 eL KCHA O MAINTENANCE BUILDING (EAST ELEVATION) ELECTRICAL - PACIFIC COURT SCALE: 1/8" = 1'-0" ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 REVIEWED iOR _ Drawn by: CJP CODE COMPLIANCE Checked: Msc APPROVED — oanuzols — — ---—————---- _ ------ — --- - --- — --- Dale: ° -- — SEP 27 2019 _ Scale: Noted -- _ BUJLDING DIVISION — No. Revisions: Date Remarks tl it i it / 'A, — '�)riTYEC IIttKW11.A - BUILDING'B'/ - MANTENANCE JUL 24 2019 - BUILDING blq-- 0239 PERMIT CENTER - ELEVATIONS MAINTENANCE BUILDING (WEST ELEVATION) ELECTRICAL SEPARATE E302 6 SCALE: 1/8" = 1'-0" APPROVAL } REQUIRED FLAG NOTES 1�r RE —LOCATE EXISTING FIRE ALARM IN EXISTING LOCATION AFTER NEW SIDING IS INSTALLED. �> RE —ATTACH EXISTING SERVICE EQUIPMENT TO NEW SIDING. EXISTING EQUIPMENT, CONDUIT AND CONDUCTORS TO REMAIN. 3� RE —INSTALL EXISTING A/C DISCONNECT TO NEW SIDING. RE —CONNECT AS NECESSARY. RE —INSTALL EXISTING RECEPTACLE TO NEW SIDING. RECEPTACLE AND EXISTING CIRCUITRY TO REMAIN. REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED CONDUIT AND CONDUCTOR. EXISTING FIXTURE TO BE REPLACED WITH NEW. 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