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Permit D19-0239 - PACIFIC COURT APARTMENTS / MAINTENANCE BUILDING - EXTERIOR UPGRADES
PACIFIC COURT - MAINTENANCE BLDG 4028 146TH ST COMPLEX D19-0239 Parcel No: Address: Project Name: �� �� City of Tukwila Department of Community Development 63V0SputhcwnterBoulevard, Suite #100 Tukwila, Washington 98180 Phone'20G'431-3G7D Inspection Request Line: 206'438'9350 Web site: http://vvwm/.TukwUaVV4.mwx DEVELOPMENT PERMIT 0040000250 PACIFIC COURT - MAINTENANCE BLDG 0 Permit Number: D19-0239 Issue Date: 10/4/2019 Permit Expires On; 4/1/2020 Owner: Name: Address: Contact Person: Address; Contractor: HOUSING AUTH Q0ANOOVERPARK WEST, 0KWILA, WA, 98188 7UOANDOVEKPARK VV'SUITE [' Aw1EK|CANWEST CONTRACTING OD Address lZ445SPRAGUEAVE, TA[Oh4A,WA, 98405 License No: AMERIWC938LK Lender: Name: KING COUNTY HOUSING AUTHORITY Address: 70OANDOVERPARK YV-SUITE C, Phone: (206) 574-1219 Phone: (253)359-4371 Expiration Date: 6/29/2021 DESCRIPTION OfWORK: EXTERIOR ENVELOPE UPGRADES INCLUDING REPLACEMENT OFEXTERIOR SIDING, ROOFING, TRIM, SOFFITS, WEATHER PROOFING, ALL WINDOWS, DOORS, LIGHTING, GUTTERS AND DOWNSPOUTS. DEMO AND UPGRADE EXISTING ROOF MEMBRANE AND EXISTING FLASHING ATCURBS, DUCTS, VENTS AND SIMILAR PENETRATIONS. Project Valuation: $200000.00 Type ofFire Protection: Sprinklers: Fire Alarm: YES Type ofConstruction: Y8 Electrical Service Provided by: TUKWILA Fees Collected: $4,24161 Occupancy per IBC: R-2 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted bythe City mYTukwila: 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: WA Cities Electrical [ode: VVACZ96-468: nergy Code: Public Works Activities: ChanneUzadnn/SthpinQ: Curb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUng/OvenizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut D Fill: O Number O Permit Center Authorized Signature: � Date ���—~4—« —� `~, � |hearbycertify that | have read and examined this permit and know the same tobetrue and correct. All provisions nflaw and ordinances guvemingthis*mrkwU|becnmpUedwith,whethersped0edhereincxnct. The granting of this permit does not presume to give authority toviolate mcancel the provisions ofany other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree to the conditions attached to this permit. Signatur �\Kt-am-Q CXK'C�-� Date: |Cj-4-^(Q \ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if 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 be installed in accordance with the approved construction documents, and any changes made 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 documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction sball be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All wood toremain |nplaced concrete shall betreated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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 onsatisfactory completion ofthis requirement, 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acupy can beobtained atCity Hall inthe office ofthe City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6'43l'3670). lU: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall beprovided tothe building inspector. lZ: VALIDITY OFPERMIT: The issuance urgranting ufapermit shall not beconstrued tubeapermit for, nran 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 ufthe City ofTukwila shall not bevalid, The issuance ofopermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction nferrors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/431-367O. 14: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 17853. 16: The special inspections for steel elements ofbuildings and structures shall herequired. All welding shall be done byoWashington Association ufBuilding Official Certified welder. 16: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications, 17: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 18: 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 atimely manner. 19: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tnthe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (20G)43Q'9350 1700 BU|LD|NGF|NAL*~ 0612 EXTROOFING |N3DL 0409 FRAMING 0606 GLAZING 0103 PRE'RER0UF 0401 ROOF SHEATHING 4037 S|'CAST'|N'PLAC[ 4000 5|'[ONCRETECONST 4034 S|K4ETALPLATE C0NN 4028 5|'RE|NFSTEEL'VVEiD 4035 S|'S0iS 4025 51'3TEELCVNST 4004 6|'VYELD|NG 4032 5|'VVOOD[ONST OGDl WALL INSULATION 0413 VVALLSMExTM|NG/5HEA8 Tenant Name: King County Housing Authority PROPERTY OWNER Name: King County Housing Authority Address: 700 Andover Park W, Suite C City: .3,a-we ivietavu,4 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.: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: - a d (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 MB Suite Number: New Tenant: 0. Yes No Floor: 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 Struciural Solutions Address: 1011 Western Ave #810 City: Seattle State: WA Zip: 98104 Phone: 206-292-5076 Email: dtappel@pcs-structural.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name:Ce'11—'141 Avrnaora- t Address: 100 A ....,0 evelL p pal..K. tft) City: o,,mx State: Lop Zip:is /se MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:\l'ennit Center (Rachelle)\ Applications\ Word \Construction l'ermit Application Revised 6-2019.docx Revised: June 2019 Page I of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ $200,000 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 flashing at curbs, pipes, ducts, vents, and similar penetrations. Existing Building Valuation: $ n/a Will there be new rack storage? 0.. Yes .. No 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 In Floor 875 SF no no no Type V-B S-2 2nd Floor n/a n/a n/a n/a n/a n/a 3111 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 0 Attached 0 Detached n/a n/a n/a n/a n/a n/a Carport 0 Attached 0 Detached n/a n/a n/a n/a n/a `- - n/a 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 Compact: Handicap: 2 Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZAIRDOUS MATERIALS — 206-575-4407 El Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will the're'be ;toiage or.use of flairimable, combustible oi- Wazardous materials in the building? 0 --Yes Vi No If "yes,:. attach list of matedals and storagelocations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. • • • PUBLIC WORKS INFORMATION — 206-433-0179 10 ...Permanent Water Meter Size (1): El ...Temporary Water Meter Size (1). 0 ...Water Only Meter Size WO # D Deduct Water Meter Size ...Sewer Main Extension .Rublic 0 Private 0 WO # WO # (2) " WO # (3) " WO # (2) " WO # (3) " WO # a.,Water Main Extension Public E] Private 0 %V: \Permit Center (Rachelle)Applications \ Word \Construction l'crrnit Application Revised 6•20 I Moe), Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — 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 ORIZED AGENT: Signature: Print Name: Lcvl .N•rns Date: 4(2.4 /2.0'11 Day Telephone: 1.0 Co tf,4 --psi Mailing Address: tC05 N 3 €4" Stra- City WA "SU'S State Zip W:\Permit Center (Rachelle)\Applications \ Word \ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PerrnitTRAK $11,174.50 D19-0237 Address: 4028 S 146T1-I ST BLDG A Apn: 0040000250 . $4,271.80 Credit Card Fee 9 4 $124.42 Credit Card Fee R000.369.908.00.00 0.00 $124,42 DEVELOPMENT t $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 .:i $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 13640.237.114 0.00 $25.00 ... TECHNOLOGY FEE 4.... $196.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $196.30 D19-0239 Address: 4028 S 146TH ST COMPLEX Apn: 0040000250 $2,630.90 .. z Credit Card Fee ,.-. $76.63 Credit Card Fee R000.369.908,00.00 0.00 $76.63 4' $2,433,83 DEVELOPMENT 4 PERMIT FEE R000.322.100,00,00 0.00 $2,408.83 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25,00 TECHNOLOGY FEE ,, 4.1‘• $120.44 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18712 R000.322.900.04.00 0.00 $120.44 $11,174.50 Date Paid: Monday, September 30, 2019 Paid By: MICHAEL CUADRA Pay Method: CREDIT CARD 042455 Printed: Monday, September 30, 2019 4:06 PM 1 of 1 SYSTEMS 0 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/30/2019 04:05:41 PM CREDIT CARD SALE VISA CARD NUMBER: **********8721 K TRAN AMOUNT: $11,174.50 APPROVAL CD: 042455 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy • https://www.myvirtualmerchanteom/VirtualMerchant/transaction.do?dispatchMe hod—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 VISA CARD NUMBER: TRAN AMOUNT: $11,174.50 APPROVAL CD: 042455 RECORD #: 000 CLERK ID: Rachelle 8721 Thank you! Customer Copy hrtnc.//www mvvirtualmerchant.comNirtualMerchant/transaction.do?disnatchMethod—pri... 9/30/20 19 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY ' PAID $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 5 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 $1,612.71 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: R18181 R000.345.830.00.00 0.00 : 5,. $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 SYSTEMS CO TUKWIL4 ETPAKIT 5200 SOUTH[ENTEn BLVD TUKWILu' WA 98188 286'433l870 CITY OF TVKWIL4 Date: 87/24/2019 10:19:25 AM CREDIT CARD SALE VISA CARD NUMBER: **********8721 K TRAN AMOUNT: $6'869.73 APPROVAL [D: 887210 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367'0 Permit Inspection Request Line (206) 438-9350 Mcf—a239 Project: P*e,P C cot%R7 Type of Inspection: 23Pie. DING /1•1/4-i . Address: .2 e S l I Date Called: Special Instructions: fritpurrA/44/ Gate Warted: :.,m. p.m. Requester: J14/Xe Zce —.57411 — 1 / 'Phone No: proved per applicable codes. OMMENTS Corrections required prior to approval. lnspec Da REINSPECTION . E REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/9-029? Project: mehc-ic cooPT- Type of Inspection: Address: 507-ieo .=5; /A, .5-'77 'Date Called: Special Instructions: /144A145Wilo4er .90i Z..PA4s_ F-,Nii_z__ Date Wanted: A -2� a.m. Requester: Phone No: proved per applicable codes. orrections required prior to approral. COMMENTS: Insp. or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A B C D E F G H K L M N 0 2 AA 1 multi , 1,30l Mal-RSMeans; LaborQBRes,1d=demo;2bbuild 2 4tY CSINumber Description I Crew Daily Output LaborHoursI Unit BareMat,DBRES DBWLB -- Barelabor- Bar4E ui , To Note I i 5 64 06 11 10 40 6020 lift!. FRAMING 6.27 6 2b 6 0.008 061110406020 IWall framing, plates, untreated, 2' x 4" 2 Carpi_ 0.53 39.2457 .B.F. 5.26 2943 39,73 12,47 0.00 151M$." KDE Res 2b 7 0, 06 11 10 40 6020 FRAME AT(EIOPENING 8.5 M.B.F.M.B.F. I 2b i & 0.605 !061110406020 IWallframin�,plates unhealed 2"x4" , 2Carpj 0.53 39.2457 M.BF., 33326 2943, 3973, 787.33 000 1,120.59Ma1.•RS Means; laborDBRes 2b 9 0.775 06 11 10 40 6140 _ ,Wall framing, studs, 2' x 4 , B' high wall 2 Carpi 0.92 22.6083 M.B B.F. 51160 29.43 39 73, 696.14 0.00 1,207,64 Mal.-RS Means; Labor-DB Res' 26 10 0.043 061110 40 6140 Wall framing, studs 2' x 4°, 8 high wall 2 Carpi 0.92 22.6083 M.B F. 2B 16 29.43; 39.73 38.32 OR 66 4BIMat •RS Means; Labor•DB Res 2b 11 0.505 ,061110 40 6140 ',Wall framing, studs,2' x 4°, 8' wall 2 Ca 0.92 highrel 22.6083 M.B F.; 333.26 29 43 3913 453.56 0 00 7&8 821Mat: R5 Means; Labor-0B Ras i 2b 12 2,287.00 062513102100 DOOR INTERIOR TRIM 8,2 I 26 13 2,281.00 E062513102100 paneling, 9 grainedrP3,779.93 Hardboard anelin,moldinslor,wnodMDF 2Ca l` 500 00416 O.W RS LF, 1,006.28 29.43 3913= 418821MalR5Meens;laborDBRes 2b 64.00010929103020901Gypsum 14 wallboard, onwalls, standarwlcompoundskimcoal 1 2Carp775 d,I (level5 finish), 518'thick 0.0273 S.F. 9136 29.431 39.73, 69.42 0.00 10018,MaL-RS I Means; Labor-DBRes 26 320 r. .09 2910 302090 15 'Gypsum wallboard, on walls, standard, wlcompound skim coal 2 Carp, 775 (level 5 finish), 518" thick 1 0.0273 S.F 156.83 29.43 39,73j 347.16 0.00 503 99,Mat•RS 1 Means; Labor-DB Res 2b 16 12,627 109912374(NO PAINT INTERIOR WALLS AND TRIM 1 1 1 1 1 I 26 12,627 09 9123 740840 17 ;Paints & coatis, walls & ceilings, interior, concrete, drywall or 1 Pord 800 1plaster, zero voc latex, 2 coats, smooth finish, roller 0,013 S F ` 2,651.67 28 26� 38.15 6,262.52�! 0. �! r 'ixx sr ��1� 1 ' aans; Labor•DB Res' 26 1B 2,102 12 21 16 13 1500 BLINDS 8.1 1 �� CODECOMPLIANCE 2b 19 2,102 12 21 16 13 1500 iBl'mds, interior, vertical, 3"to5'PVC orcloth snips, minimum 1 Carp 46D 00221 S.F.18,602.10 2943 3973 184565 000 p jai at•RSNuns;LaborDB - CEitrT6� " 20 i zlTT71ti7CC 1 21 22 SEP-24 2011923 06 3 Budd 25 v yGeneral Requirements q nts 01 21 16 50 0050 26 BIDDER DESIGN COSTS FOR FALL ARREST ANCHOR AND CABLE, 7.12 LOCATIONS SHOWN ARE DIAGRAMMATIC 1 I CItyof Tukwila ukwila PERMIT CENTER 27 1 PDr012116 50 0050 FallArrest Anchor conceptual schematic design I i Project 0.001 500000 an Labor•DB Res � 2b 13.06015423804200 28 ,Staging aidlfallprotection equipment, U-Boltroof anchor, P ermanentbuy2b Eat 442.E 0.00 000 O.001 442 Mat•RS Bans;Labor•DBRes 2b 29 13 015423805420 , FALL ARREST ANCHOR 7.12 J 13.000 30 0154 23 B0 5420 Staging aidlfall protection equipment, installation of Moll roof 2 Carp anchor, permanent 40 0.52 Ea 1 0.00 2943 39.73 26858 0.00 268 58 Mat•RS Means; Labor DB Res 2b 31 M Masonry 1 1 32 47 j040523191200 CRAWLSPACEVENT, SCREENED, 16X8 6.28 47.000 33 04 05 23 19 1200 , !Vent box, foundation block, galvanized, 1.114'thick, 8' high x 16 18ricr limo, excludes damper _ 30 0.3471 Ear B8125 29.43' 39.73 648.151 0.00 1529.401Mat•RS Means; Labor 0B Res I 26 34 M Metals 35 16 05 05 21 90 4010 METAL AWNING, 3.5' X 3' X .25" GALVANIZED STEEL PLATE 5.4 _ I _.. 26 256 000;05 36 05 2190 4010 'Welding structural steel in field, cleaning & welding Ell plates/bars/rods to existing beamsrcolumnsltrusses 12 0.8671 LF-; 353.28 57,01 i 16.96I 17,064.17 2112 00; 19,549.45,Ma1: RS Means; Labor DB Res. 2b 31 52000�05 0823251150 sUenthbolt,l•114"dax8'L,A490,inclwasher&nut � 1Sswk High9 _ 10 0.1482 Ea. 6,13600 000' 000 OWI 613600MaL•RSMeans;Labor•DBRes, _._. _. 2b 616 38 105 12 23 40 0470 ANGLES FOR PARAPETBRACING40C,L2.SXL X15,4LFEACH _.__L 1 2h 516 39 ,051223400470 Angle framing, structural steel,2.5'X1.54114",field fabricated, ind cumn &weldin E3 90 0.3471 L.F., 1,553,16 62,82' 84.81 1518924 561.66 17,310.00;,Mat:RS , Means; Labor-DBRes l 26 40 184 81360512 23 65 2100 Steel ptate,114' T, warehouse price, no shop fabrication ! ! S.F., 1,663.20 1 0.00 0 00 0.001 1,663.201Ma1: RS Means; Labor•DB Res 1 2b 41 221 051518700200 FALL ARREST CABLE 7.12 i 1, j 2b 2,210 42 051516 70 0200 Wire rope, temporary cable safety railing, one strand, 112" dlam, 2 Ssb ncl 100' cable, 2 eye bolts, 2 thimbles, 6 dips, l turnbuckle, labor to instal and remove 2 10.4 C.L.F. 895.05 69.03 93.19' 2,141.89i 0.00' 3,036.941 Ma1.•RS 1 Means; Labor•DB Res 2b 43 135,900 05 52 13 50 0935 METAL HANDRAIL 57 " 26 135.900'055213500935 44 Railing,pipe,steel, wall rail, galvanized, 1.114"diameter, shop E4 fabricated 213 0.195 Lc 3,737.25 65.73� 8814' 235154 63.81# 6,152.66Mal .•RSMeans; 1 Lab or•DBRes 2b 45 8,000 055213500935 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 5,13 I j 2b - 8,000105 5213 50 0935 Railing, pipe, steel, wall rail, galvanized, 1.114" diameter, shop E4 46 !fabricated �r 213 0.195 L F.1 220.00 65.73. 88.74 138 43 3.76 362.191Mat. RS Means; Labor-DB Res' 2b 47 3 ;TG055133A3 [MrROOF ACCESS [ADDER 5.12 26 48 10.4 TG 05 5133.03 [METALS METALS • LADDERS; 2.112 X 3/8 IN. BAR• 314 1N. RUNGS 11.7 LF $749.84 $149.B4TheCORRE110� 2b 49 49 2 LTG 05 5133.04 [M,METALS • LADDERS; 20 FT CAGE LADDER EA $7,786.60 $7,786.80 The 26 50 53.2I79055153.01[LALADDER2.112X3181N.BAR 3141N.RUNG E4 0.3666 LF 6573, 8874 1730.62 $1,730.621TheGuide 26 51 212TG055153.02ILA LADDER PROTECTIVE CAGE ONLY E4, 0.6032 LF , 65.731 8874 1455.89 $1,465891TheGuide 2e S2 Wood, Plastics, and Composites 53 2.066 06 11 10 40 6020 FRAME 18" PARAPET 6.14 1 26 54 2 06606111040 6020 Wall framing, plates, untreated, 2' x 4° 2 Carp] 0.53 39.2457 M.B.F. 1,363.56 29.43; 39.73. 3221.41 0.00,' 4 584.97,Ma1: RS Means; Labor-DB Res 26 55 3528 06 11 10 42 0605 BATTEN STRIPS, 3/4"X2.1/2" 6,21 LF 26 56 3,528-"x 06111042 0605 Extenor trim and moldings, band board, cedar, STK,13" 1 Carp 300 0.0351 LF., 1,58160 2943 39.73k 4,919 94 0.001 6,507.54IMat: RS Means; Labor-DB Res .. 2b Prepared by Tim Thatcher 8/15/2019 Page 1 AA mul6.1 1.36 al.•RS Means; labor•DB Res t&demo; 26,-.build Qty CSI Number Descript Crew DailyOutpuC Labor Hours Un4 Bare Mat. DB RES DB w LB Bare Labor ( Bare Equip. Total 1 Note 81.rua1061626 100305 WO STAIR LOWER LANDING SHEATHING 6.5 58 59 60 81.000106 16 26 10 0305 Undedayment, plywood, underlayment grade, 314'thick, pneumatic 2 Carpi nailed 22,320 06 16 36 10 0505 ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.2 22,320 0616 3610 05051iSheaming, pywood on walls, COX, 318" NOcc, pneumatic nailed 2 C 61 1,550 10616 3610 0505 WALLIS" PARAPET, SIDING ASSY 1 1,550 10616 3610 0505 Sheathing, plywood on walls, CDX, 318" Nick, pneumatic nailed 62 63 320.064 110616 3610 0505 FRAME AT (El OPENING SIDING ASSY 1 20.064 '0616 3610 0505 Sheathing, plywood on walls, CDX, 318" thick, pneumatic nailed 64 2b 1612 0.013 S.F.' I 1,488 0.0143 S.F 6.14 2 Carpi 8.5 i4, 122.31 29.43 39.73'' 4 II 29.43 39731 00 12,681 0211 0.00 .15 at: RS Means; Labor•DB Res 2b 2614262�Mot •R.S Means 26 Labor•DB Res 1 2b 2b 1,488 0.0143 S.F. 976.19 29.43 39.73 880.34, 0.00 1,856.53IMattSie E. ab Q 1RLejspll 26 2Carp', 1,488 0.0143 S.F. 1,550 65 06163610 u„r5 9,297 66 9,297 67 Sheathing, plywood on walls, CDX, 112' Nick, pneumatic nailed 201.64 29,43 39.13 181.84 26 000 383.48IMa1: RS Means; Labor•DB Res 4 2b 2Carp', 1,395 0.0143 S.F. 061636100605 INSTALL 1/2" SHEATHING ABOVE TOMATCH (E)SHEATHING 6.30 BELOW 0616 3610 0605 Sheathing, plywood on walls, CDX,112' thick, pneumatic nailed 2 Carp 1,007.18, 29.43 39.73 880.34, 0.00 1,887.52'Mat.•RS Means; Labor•DB Res 26 1,395 0.0143 S.F. 320.064 68 061636100E05 Sheathing, plywood on walls, CDX, 112' thick, pneumatic nailed 6,043.051 29 43 39.731 5,282,05 26 0.00 11,325.101Mal.•RS Means; Labor•DB Res 2b 2Carp 1,395 0.0143 S.F. 208.04 29.43 39.731 18184 69 5,148 06 16 36 10 3700 RAINSCREEN 6.21 5,148 06 16 36 10 3700 Rainscreen, 2 Carp 1,200 70 aide, w 4eal-thick 71 1,033,000062213405500 FASCIA BOARD, FRONT/SIDES,2X12, CHAMFERED 2X8, 2X6 6,9 72 655.000 06 2213 40 5500 -IExterior tnm and moldings, fascia, cedar, rough sawn, 2" x 6° 1 CarpP 220 73 655.000 06 2213 40 5600 Exterior trim and moldings, fascia, cedar, rough sawn, 2" x 8" T 1 Carp 200 74 655.000,06 2213 40 5800 Exterior trim and moldings, fascia, cedar, rough sawn 2' x 12 1 Carp 170 75 68.000062213406185 WOOD TRIM AT INSIDE WALL CORNER, 2'X2" 6.10 16 68.000 06 2213406185 Exterior trim and moldings, fascia, cedar, STK, 2' x 2' 1 Carp 260 77 1,895 06 251310 2100 INSTALL WINDOW INTERIOR TRIM 8.1 78 1,895 06 25 13 10 210000 jHardboard paneling, moldings for, wood grained MDF 2 Carp 79 135 06 43 13 40 0730 WDSTAIR RISER 6.5 80 135 06 4313 40 0730 Wood stair parts, risers, pine, 1' x 8", 36" long 1 Carp 81 126 06 43 13 40 0790 WDSTAIRTREAD 6.5 1 Carp, 126 106 4313 40 0790 (Wood stair parts, treads, oak,1-1132' x 11.112', 36° long, no 82 1relums 83 Thermal and Moisture Protection 84 14,081 101 22 16 10 1765 TAPERED INSULATION 140,810 07 2216101765 Roof deck insulation, polyisocyanurate, tapered for drainage, 85 fastening excluded 500 0.00 389.86Mat.-RS Means; Labor•DB Res 2b 2b 0.0169 S.F.,4,478,70 29.43 39.13 3,456.60 0.00 7,935 36 Mat: RS ns; Labor-DB Res 2b 0.0468 L.F.1 1,165.90 29.43 39.73 0.052 L.F.! 1,558.90 29.43 39.73 0.0611 L.F, = 4,617.15 29.43 39.73 1,217.90 0.00I 2,383.80 1,353.221 0.001 2,912.12 1,590.03! 0.00,6,207.78 2b Mat.•RS Means; Labor•DB Res2b Mat.-RS Means; Labor•DB Res 1 2b Mat.-RS Means; Labor-DB Res 2b 26 0.0403 L.F. 0,0416 L.F. 55.08 29.43 3973: 108.881 0.00, 16396;Ma1.•RSMeans Labor-DBRes 2b 2b 833 80 29,43I 3913; 3132 03 0101 3 965 83 Mai. RS Means; labar•DB Res 2b 2b 80 0.13 Ea. 571.05 29.431 3973: 697 27j 0.001 1268 32 Mat. -IRS Means; labor-DB Res 2b 2b 32 0.325 Ea. 3,843.00' 29.43 7,1 1 Rofc 1,820 0.0052 B.F. 77,445.5 14,081 072510100400 VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND 7.1 STRUCTURE 87 141 107 25 10 10 0400 Weather barriers, building paper, asphalt felt paper, 415 88 22,320 072510100480 WRB 22,320 072510100480',Weather barriers, building paper, housewrap,Medlar, spun 89 bonded polypropylene, large roll 1,550 07251010 0480 Weather barners, building paper, housewrap, exterior, spun 90 ;bonded polypropylene, large roll 320.054 07 251010 0480 Weather barriers, building paper, housewrap, exterior, spun 91 _:,bonded polypropylene, large roll 92 3 07 4646 HOSE BIB MOUNTING BLOCK 93 3 07 46 46 'MOUNTING PANEL, Sturdi•Mountblocks 074646 FIBER CEMENT MOUNTING BLOCK AT(E)PIPE PENETRATION 95 96 97 98 7'07 46 46 MOUNTING PANEL, Sturd4Mountblocks 1 074646 HOSE BIB MOUNTING BLOCK 1 0746 46 MOUNTING PANEL, Sturdi•Mountblocks 2 074646 INSTALL SPLIT BLOCK AT(E)ERVHOOD 99 321074646 MOUNTING PANEL Sturdi-Mounlblinks 00 7,172 014646100050 FIBER CEMENT LAP SIDING (WIDEEXPOSUREI 01 102 103 104 17,172 074646100050Fiber cement siding, lap siding, smooth texture, 5116"Nick x9.1R", _,wide, B 114" exposure 2,287,074646100050 FIBER CEMENT TRIM BOARD, I"X91/4" 2,287 0746 4610 0050 :Fiber cement trim,1"X 9-1/4" 318,074646 00W50 Fiber cement Nm,1'X6' 39.73' 1,626.96 0.00 5,469.96 Mat: RS Means; Labor•DB Res 2b 2b 26.02 37.73I 27,625.63 0.001 105,011.13 Mat.•RS Means; Labor•DB Res L I 2b 26 1 Carp. 37 0.2808 5 802,62 6.2 1 Carp, 4,000 0.0026 S.F.' 3,348.00 29.43 39.731 1570 92 0.00 2.373.54 Mat -IRS Means; Leber DB Res 2b , ki :.,26 0.891 29.43 39.731 2 30564 0.00 5,653.64 Mat: RS Means; Labor-DB Res 2b 1 Carp 4,000 00026 S.F. 23243 29.43 39.731 160 06; 0001 392.491Mat.-RS Means; Labor•DB Res 2b 1 Corp 4,000 0.0026 S.F. 22,1 1 640 22.2 640 223 640 23.5 640 6.2 2 Carp 440 6.4 544'0146 4610 0050 FIBER CEMENT TRIM AT OUTSIDE WALL CORNER, 2 EA 1" X 3-1/2" 6.10 48.011 29.43 39.73' 33.06 0.00 81.07 Mat: RS Means Labor-DB Res 26 2b 0.0325 LF. 19.11, 29.43 39.73, 3.871 0.00 22.98 Mal.-RS Means; Labor-DB 26 2b 0.0325 L.F. 4459 29.43 39.731 � I 0.26 L.F, 637, 29.43 39.731 0.00 53.63 10.33 0.00; 16.70 Mat: RS Means; Labor.DB 2b 2b Mat.•RS Means; Labor•OB 2b 26 0.0325 L.F. 203.84, 29.43 39.731 41.32' 0.001 245.161Mat.•RS Means; Labor•D 2b 26 0.0468 S.F.: 26,788.32' 29.43 39.731 31,929.40 0.00 i 1 58,711.121Mat: RS Means; Labor•DB Res 640 0.0325 L.F. 640 0.0325 L.F. 2b 26 10,177.15 29.43 39.73! 2,953,07 0.00 1,682.10 29.43 3973, 48809� 0.00 13,130.22IMat -Web search Home De ot; ( 2b 2,170.191Mat-Web search Home Depot; 26 2b 105 106 5441074646100050IFibercement trim, 1'X6' 640 0.0325L.F. 2,420,801 29,43 3973 102.44, 0.001 3,12324IMal.-Web search Home Depot; I 2b Prepared by Tim Thatcher 8/15/2019 Page 2 6 ulU. 1.30 at RSMeans; labor-OB Res 1d=demo; 26,, Id 2 07 08 9 10 1 12 I Number Des on 1,895074646100050 INSTALL WINDOW EXTERIOR FIBER CEMENT TRIM 8, 1,895'074646100050 ;Fibercement trim, l"X4" 2287.00 07 46 46 10 0050 DOOR EXTERIOR FIBER CEMENT TRIM 2287.00 07 46 46 10 0050 ,Fiber cement trim, 1'X4" 192,01464610 0050 ''Fiber cement ldm,1"X'9.114' 48 !074646100010 FIBER CEMENT PANEL AT STAIRWELL INTERIOR 1 114 48 1074646100010 ,Fiber cement siding, panel sidling, smooth texture, 5116'thick 14,081 10753 29 10 7900 1/2" HIGH DENSITY POLYISO COVER BOARD 41 07 53 2910 7900 Polyisobut ene roofing, (PIB), 0.57 psf, fully adhered with contac cement,100 mils 117 118 19 20 12 22 2 24 2 949.478075423100200 TPO WALKWAY ROLL 9.495 0754 23100200 Thermoplastic pclyolein roofing (TPO1, 60 mils, heat welded seams, fully adhered 14,081 '075423100220 TPOHORIZONTAL MEMBRANE ROOF 141 '07 54 23 10 0220 iThermoplastic-polyole6n roofing (TPO), 60 mils, heat welded G5 seams, mechanically attached 1,549.500 07651010 9324 PARAPET METAL COPING CAP 6.9 1,549.500 076510109324 Sheet metal Bashing, steel sheets, flexible, galvanized, 24 gauge, 1 Rolct including up to 4 bends 8 07 65 10 10 9324 FLASHING AT (6) 0601 CAP 7.7 8.00007651010 9324 Sheet metal flashing, steel sheets, flexible, galvanized, 24 gauge, 1 Rofc ;including up to 4 bends 12 lO7 651010 9500 612.000107 651010 9500 26 127 128 129 0 131 8.2 6.21 2 Carp 7.1 G5' Daily Output Labor Hours Unit Bare Mat, DB RES DB w LB -Baretabor Bare Equip. •j Total Note 2b 640 0.0325 LF 8,43215 29.43 39.73 2,446.90 0.00' 10,679.65 Mat: Web search Home Depot; 2b 640 0,0325 L.F. I 10,177.151 29.431 39,73, 2953070.00, 13,13D22iMat:Websearch Home Depot; 26 640 0.0325 L.F. 854.40 29.431 39,731 241.92' 0.00 1,102.32,Mat•Web search Horne Depot; 26 -2b 750 2 0.0273 S.F. 7,46460 29.43 39.73 5,583.74i 0,00 13,048.34 MalAS Means; Labor-DB Res 26 1.9994 6.22 G5` 25 2,08 1,5288 Sq. 44,35515 50.49 68.16 26 2b 1918968 1,020.87' 64,565,91 Mat: RS Means; Labor-DB Res 26 26 1 1,006.45 50.49 68.16 5,489.10' 50,49 68.161 t i 134613, 71.69, 2424 26 Mat: RS Means; labor•DB Res 2b 2b 14,673.15 781.50 30,94314 Ma1 AS Means; Labor.DB Res 26 26 140 0.0741 S.F 1,642.47i 26.02 37.73 4,331.97 0.00 5,974.44 Ma1.•R5 Means; Labor-DB Res 26 140 0.0741 S.F. 848 2802, 37.7311 22.37 FLEXIBLE FLASHING AT CORNERS 6.10 Sheet metal Bashing, leme coated stainless steel, flexible .018" 1 Rofc 155 thick, 26 gauge, including up to 4 bends 1,895076519107100 FLASHING AROUND WINDOW 8.1 1,8951076519107700 Plastic sheet Bashing, polyvinyl chloride, black, flexible. 60 mil 1 Rofcll 285 (056' thick) 43 07 65 23 10 4850 FLASHING FOR EXTENDED (E(ROOF VENT TOACCOMMODATE 7.9 TAPERED R00F INSULATION THICKNESS 43.000076523104850 IEPDMBashing, flexible 90mils, 6"diameter pipe Bashing i 22 799.200,076523108100'FlexibleBashing, rubber, butyl,1132"thick 285 238 07 71 23 10 0300 METAL DOWNSPOUT 132 238.000I077123100300 Aluminum downspouts, enameled, 2" x 3", .024" thick 133 361 07 71 23 30 2700 METAL GUTTER 3610001077123302700 Galvanized steel gutters, half round or box, stock, 5'wde,26 134 gauge 36 137 138 139 140 141 142 14 1 Rofc 1 Rofcj 7.3 1 Shee 7.2 1 Shee!� 361.000 07 7123 35 0020 ,Gutter guard, aluminum mesh, 6' wide 1,895'07 912310 0030 WINDOW BACKER ROD X P 19 07 912310 0030 I;Pre•forrned joint seals, backer rod, polyethylene,114" dia 2,287,00 07 91 23 10 0030 BACKER ROD AROUND D00RS 22.87 07 91 23 10 0030 iPre-bored joint seals, backer rod, polyethylene,114° dia 480 107 91 23 10 0030 BACKER ROD AROUND MOUNTING PANELS 5 107 91 23 10 0030 ';Pre -formed joint seals, backer rod, polyethylene,114' dia ,290 ,290 D79213200055 SEALANT AT CORNERS 07 9213 20 0500 'Joint sealants, caulking and sealants, acrylic latex, cartridges,114" x 112", in place 144 14 14 480 1079213200500 SEALANT AROUND MOUNTING PANELS 1 Carpi 8,1 1 Bit 8.2 1 Bric SF 26 0,00 30.85IMal-RSMeans; Labor-DB Res , 2 0.0676 S.F. 6,150.60 26.02 31731,560890.00 7,711.49 2b .- Mal.•RS Means; Labor-DB Res'i. 2b 26 0.0364 S.F. 1,800.25 26.02' 37.73, 260247 0.00 440272!Mat:RSMears; Labor-DB Res 2' 26 0.4732 Ea 0.0364 S.F. 1,37600' 26.021 37.73 1,998.001 26.021 37.73 767.69 0.00 1,097.57 0.00 2143 69 Mat •RS Means; bar•DB Res l 26 3095514Mat-R5Means; Labor-DB Res ' 26 2b 180 0.0572 L.F. 573.581 43.45; 58. 1 125 0.0832 LF.i 1,01080 4345! 5866 500 798.54 0.001 0.0208 L.F.', 1,02885 29.43 39.73 1,761.791 298.33 1,372.12 RS Means; Labor-DB Res 26 2b 0,001 2772.59 Mat-RS Means; Labor-DB Res 26 0.00I 1,327.18.Mat: RS Means; Labor-DB Rest 26 4.6 2.2607 C.L.F. 51.54 2943 39.73 1,702.07 0001,753 61'Mal-RS Means; Labor-DB Res 2b 26 4.6 2.2607 C.L.F. 1 Bric 6.10 1 Bric 62.21. 29.431 .73 2,054.151 0.00 2,116.36 Mat:RS Means; Labor -De Res 2b 2b 4.6 2.2607 C.L.F. J 288 480 079213 20 0500 Joint sealants, caulking and sealants, acrylic latex, cartridges, 114' 1 Bnc 288 x 112', in place 8.2 2 Carp 15 8.2 15 4 4 Openings 14061613100040 FIBERGLASS door, 3'-0" x 6' - 8" , type 101A, UNIT ENTRY Fiberglass, exterior, prehung door, 1-3/4", 3'•O' x 6'8" 14 B00 08161310 0040 4 S 51 152 3 4 S6 7 8 08161310 0040 1, FIBERGLASS door, 3'-0" x6'•8",type 101B,LAUNDRYROOM 1000 08161310 0040 Fiberglass, exterior, prehung door,1.314', 3'•0" x 6'8' 08 16 13 10 0040 3.000 081613100040 08 16 13 10 0040 161 16.000'081613100040 1 08 16 13 10 0040 FIBERGLASS door, 3'-0" x6'-8',type 101C,MAINTENANCE ROOM Fiberglass, exterior, prehung door,1.314', 3'•0" x 6'8' 2 Carp? FIBERGLASS door, 3.0 x 6-8", type 101D, UNIT ENTRY- 8.2 UPPER UNITS Fiberglass, exterior, prehung door,1.314°, 3'-0" x 6'8' 2 Carpi 1 _ FIBERGLASS door, 3' - 0" x 6' • 8" , type 107, ADA UNIT ENTRY 1.000:08161310 0040 ;Fiberglass, exterior, prehung door,1.3/4", 3'•0" x 6'8' 08 16 13 10 0040 FIBERGLASS door, 3'-0" x6'•81',type 108,ADAUNIT ENTRY 1.000 08161310 0040 Fiberglass, exterior, prehung door,1.3f4', 3'-0" x 6'8" 2 Carpr- 2 Carp'' 8.2 0.0364 L.P. 13.06, 29.43i 39.73 431.131 0.WE 444.191MaI-RS Means; Labor•DB Res 2b 26 855.40 29.43' 39.73 4,757.97 0.001 5,613.3 Mal: RS Means; Labor-DB Res 2b 2b 0.0364 L.F. 12480 2943, 39.73 69417, 0.001 818.97!Mat-RS Means, LOar Res 26 2b 1.3871 Ea.l 4,4800029.43 39.73 771.54H 0.005,25154Mat.•RSMeans; Lebo r-DBRes 1.3871 Ea 15 13871 320.00 29,431 39.73, 55.11 15 1.3871 Ea., 8.2 i 2 Carp 8.2 960.001 29.43 39.731 `T 2b 26 2b 16533, 0.001 1125.33 Mat.-RS Means; Labor-DB Res 2b 2b 5,120.0 29.431 39.73 881.76[ 0.001 6 001.76'Maf.•RS Means; Labor-DB Res 26 2b 15 1.3871 Ea. 320.001 29.43 15 1.3871 Ea' 32000 29,43 39.73 55.11 i 0.00 375.11 Mat.-RS Means; Labor-DB Res I_ 2b 2b 39.73 55.11 0.001 375.11 Mat: RS Means; Labor•DB Res I 2b Prepared by Tim Thatcher 8/15/2019 Page 3 ulti.1.30I at.-RS Means; Labor•D9 Res id=demo; 2b=build 2 59 CSI Number Descipbon Crew Daily Output 6 '08 311310 6250 CRAWLSPACE ACCESS COVER 61 32 6.000 08 311310 6250 ',Doors, specially, access, standard, metal, 24' x 24' 085216701150 SLIDER window, 6'-0" x5'-0",type A1 162 163 32,000 08 5216 701150 'Windows, wood, sliding, vinyl -dad, premium, double insulated ;glass, 6'•0' x 5 0', incl. frames, screens & gdi 2 08 53 13 20 0130 FINED window, 2'•0 x2.0",type B1 2.000 08 5313 20 0130 Windows, vinyl single -hung, 2f4.44, Including grill, J finish, low 2 Carp E, exterior jambs 64 65 3 r085313200140 FIXED window, l'•8" x 2' - 10", type B2 6 67 8.4 1 Capl 8,1 1 Carp 8.1 8.1 abor Hours Unit Bare Mat. DB RES DB w LB Bare Labor j Bare Equip. j Total Note 26 1.1557 Ea 348.00 29.43 39.73 275.500.00 623.50.,Mat -RS Means; Lab DB Res 2b 2 1.3 Ea.1 40,800.00 29.43 39,73 1,652.79... 0.00 42,452.791Mat: RS Means Labor-DB Res 26 1 1.04 Ea.1 444001 29.43; 39,731 82641 1 1 2b 000i 526.64 Mal.-RS Means; Labor-DB Res 2b 26 3.000108 5313 20 0140 Windows, vinyl single -hung, 25'v4ff, including grill, J finish, low ( 2 Carp 18 1.1557 Ea E, exterior jambs 50 08 53 13 30 0380 SLIDER window, 5'-6" x 3' -4", type A2 68 50.000 085313 30 0380 Windows, solid vinyl double -hung, premium quality, double insulated glass, 3'-6' x 6'41, including grill, J finish, low E, exterior jambs 69 2 085313400250 SLIDER window, 3'-8" x 2' - 10", type A4 70 2.000 08 53 13 40 0250 1,Windows, vinyl casement, 2lite, 41' x41", including grill, J finish, blow E, exterior jambs 71 2 085313400272 SLIDER window, 5'-0" x4'-0",rypeAS 2.000 08 5313 40 0272 (Windows, vinyl casement, 2Iite, 41" x 59", including grill, J finish, 7 73 8 low E, exterior jambs 085313400340 SLIDER window, 2'•6" x2'•9",type A3 8.000 08 5313400340 ',Windows, solid vinyl casement, premium, double insulated glass, 2'4" x 3'-O high, including grill, J finish, low E, exterior jambs 74 75 8.1 1 Carpi 8.1 2 Carp; ( 8.1 2 Carp! 8,1 1 Carpl 10 TG086214.03jMrFIXED SKYLIGHT window, 2'-1.5"x4'-1.5",type Cl 8.6 76 177 78 79 9 TG 08 62 14.03 [kb OPENINGS • TUBULAR SKYLIGHTS; 21" DIAMETER- Carpi ,ASSEMBLY Finishes 6661096713134300 1,Rhino Liner • Composition flooring, polyurethane, with suspend 666',096723231300 FLUID•APPUEDDECK COATING ONWDSTAIR LOWER IANDING 6, SHEATHING 80 22,320 1099113602600 PAINT WALLS 81 8 22,320 109 9113 60 2600 Paints & coatings, siding exterior, Texture 1.111 or clapboard, oil bbase, paint 2 coats, spray 5,208 1099113 60 3400 84 PAINT TRIM, BEAMS, FASCIAS, BARGE BOARDS 696.00 2943 39.73 137.75 0.00 633.75 Mal.•RS Means; Labor-DB Res 2h 2b Ea.1 22,250.00 29.43 39.73 2,58248 0.00 24,832.48 Mal: RS Means; Labor-DB Res 26 2b 17 1.2233 Ea.' 1,250.00 17 12233 29.43 9.73 97.20 0.00 1,347.201Mat: RS Means; Labor•DB Res 1 2b 2b 1,550.00 29.43 1 1.04- Ea 39.73r 2,360.001 29.43 39.73 91.201 0.00 1,641.201Mat: RS Means; Labor-DB Res 2b 1 2b 330.56 0.00 2,690.56 Mat•RS Means; Labor•DB Res; 2b r 2.6EA 2b $4,221C0 29.41 39.13 929.69 $5,150.69 The Guide 2b 0.342 6.F.1 5,160.901 44.53 60.121 13,692.631 I I 259.74 19,11327 Mat RS Means; Labor-DB Res; 26 26 2b 2Pord' 2,600 0.0078SF. 8,928001 28.261 38.15 6641.94 0.00 5,208 109 91 13 60 3400 Paints & coatings, siding, exterior, Texture 1-111 or clapboard oil 2 Port base, stain 2 coats, brushwork 32 09 91 13 70 0370 PAINT DOORS 85 8 32.000 128.000 15,569.941Mat.•RS Means; Labor-DB Res 2b 2b 950 0,0221 S.F.1 1,19184 099113 700370 Paints & coatings, exterior doors, panel, bath sides, roll & brush, 1 Pord', 'primer + 2 coats, exterior latex, incl. frame & bin 09 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 187 188 189 90 191 192 193 194 195 96 197 198 199 200 201 202 203 204 72 7200011099713236830 336 09 9713 236830 099713236630 PREP SUPPLY CONDUIT TO MATCH ADJACENT SIDING, REINSTAL IN EXISTING LOCATION Paints and protective coatings, latex topcoat, sprayed PAINT AWNINGS 28.26 38.15 4,391,06 1 0.00 5,588.90 Mal.•RS Means; Labor•DB Res 2b 2b 2.5 4.16 Ea 542.40 2826 38.15 5,078.66 0.00 5,621.06 Mal: RS Means; Labor-DB Res 2b 2 Psst1 3200 0.0065 S.F S8 26.4 2 Psst 10.24 28.26 38.15 3200 0.0065 S.F.; 576 28.261 38.151 336 109 9713 23 6830 1Paints and protective coatings, latex lopdbal, sprayed r 2 Psst 2,604 1099713236830 PAINT FLASHING 2,604 09 9113 23 6830 Paints and protective coatings, latex topcoat, sprayed 64 1099713236830 PAINT EXHAUST VENTS 2 Psstl 31.74, 1 17.851r 0.00 41.98,Mal. RS Means; Labor•DB Res', 2b 2b 0.00,, _ 23 61Mal -RS Means; Labor-DB Res 2b 2b 3,200 0.026 S.F. 26.88 28.26 4 09 9713 23 6830 I Paints and protective coatings, latex topcoat, sprayed 2 Psst 7 ;09 9713 23 6830 PAINT PIPES 4 000,09 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 10 09 9713 23 6830 128_ 1099713236830 Specialties 32.0001101423131100 32.0001014 23131100 18 10 44 13 53 2700 18.000 PAINT CONDUIT 8. 33329 OAOI 6017,Ma1.•RS Means; Labor•DB Res 26 2b 3,200 0.0065 S.F.'1 208.32, 28.261 3,200 0.026 S.F.1 5121 28261 •2 Psst 3,200 0.026 255.00009 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 2 Psst 3,200, 0.026 128 109 9713 23 6830 PAINT ELECTRICAL BOXES Paints and protective coatings, latex topcoat, sprayed 1 2 Psst 3,200 UNITSIGNAGE, FDIC, COORDINATE WITH OWNERTOVERIFY 10.1 LOCATION Signs, flexible door sign, adhesive beck, wlBraille, 518" letters, 8° x 2° REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET 10.4 WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 10 4413 53 2700 Fire equipment cabinets, fire blanket & portable extinguisher, steel box, recessed, includes blanket,14"x40'x8', excludes equipment Q12 1 Clabl 38.15 3815 28.26' 38.15, 0026 S.F. 1024 28.261 645.74 0.00 38.15+ 38.1511 63.48' 13.89 854.06',Mat.•RSMeans; labor-DBRes ; 2h 26 0.001 68.601 Mat •RS Means; Labor•DB Res 1 26 0,00 252.941 0A0 126.971 0.00 2b 15.01 Mal.•R5 Means Labor-DB Res' 2b 26 273.341Ma1.•RS Means Labor•DB Res I 2b 26 131.211Mal: RS Means; Labor-DB Res 2b 2b 32 0.325 Ea 1,104001 ! 7 2.9718 Ea. 0.00 73.95 99.83 43r 39.731 413.20 0.00 1,517201MaI-RS Means, Labor•DB Res, 2b 2b 5,340.28 0.001 5,340.28 Mat.-RS Means; Labor-DB Res 2b 205 Prepared byfm Thatcher 8/15/2019 Page 4 2 multi. _ 1.36 at:RS Means; Labor-DB Res 1d=demo; 2b=build CSI Number Description Crew Dar ty Output Labor Hours Unit Bare Mat. DB RES DB w LB Baretabor -j Bare Equip: 1 Total Note Furnishings Plumbing 64.000220529101930 METAL AWNING N2CLEVIS 09 210 13 214 215 217 218 219 220 221 222 223 224 225 226 227 228 229 230 23 i 237 238 239 40 64.000 22 05 29101930 Pipe hanger) support, adjuslable clevis type band, carbon steel for non -insulated pipe, 8" pipe size, type number 1 per MSS•5P58 3.000221113290238 E1(TENDif}FROST RESISITANT HOSE BIBB PIPE PENETRATION FOR 22.1 INSTALLATION 3.000 221113 29 0238 Pipe, type L, copper, tubingt,1"diameter, press -joint, includes 1 Plum coupling & clevis hanger assembly 10' OC 8,000 221316 801060 HOODED VENT CAP 8.000 221316 801060 HOODED VENT CAP 1.000224139105000 FROST RESISITANT HOSE BIB 1.000 22413910 5000 FaucetsKtings, sillcock, compact brass, I.P.S. or solder to hose 5.4 Q1 100 0.208 Ea. 508.8 2b 78 94 106.57 1,418 55 0.00 1927.45 Mal: MSC web site; La9r DB R 2b 68 0,65 L.F. 2310 4022! 54.30 105.88I 0.001 128.98{Mat.•RSMeans ;Labor-DB Res 23,2 Carpi 22.1 1 Plum 24139105000 EXTEND (E( PIPE PENETRATION PIPING TOACCOMMODATE 22.2 ASSEMBLY 7.000 23 0.13 24 0.4329 Ea. 10.90 40.22 54.30 64.00 2943` 39.73 41.32 0.00 105 32!Mat•esbmate; Labor•DB Re 224139105000 FROST RESISITANT HOSE BIBB, EXTEND (E) PIPE 1 Plumli IPENETRATION FOR INSTALLATION- Faucetsffaings, sillcock, compact brass, IpS. or solder to hose 1 22 41 39 10 5000 FROST RESISTANT HOSE BIB 22.3 000 2b 2b 2b 2b 23.51 0.00 3441 Mal.RS Means; Labor-DB Res 2b 24 0.4329 Ea 763040.22 54.30 2 413910 5000 '. Faucets/fittings, sillcock, compact brass, I.P.S. or solder to hose 1 Plum 40 D2090 810 4230 RELOCATE (El HOSE BIB PIPING TO ACCOMMODATE 40.000 D2090 810 4230 (Pipe steel, schedule 40, threaded, galvanized, 1" diameter Heating, Ventilating, and Air Conditioning (HVAC)___ 22.3 L.F. 2b 0.00 240.84 Mal: RS Means labor OB Re 2b 24 0.4329 Ea. 10.901 40.22 5430 2b 23.51 0.001 3441'Mat•RS Means; Labor-DB Res 2b 23000, 1- 102.001 2b $932.001 Mat -RS Means; Labor DB Res 2b 115.500233113130500 EXTEND (E( R000 VEN770ACCOMMODATE TAPERED ROOF 7.9 INSULATION THICKNESS 115.500 23 311313 0500 )letal ductwork, fabricated rectangular, galvanized steel, under 200'I Q101 Ib., incl fillings, joints, supports B allow for a flexible connections 'field sketches, excludes as -built drawings and insulation 8.000233346102830 EXTEND DUCTWORK FOR H000EDVENT CAP B.000 23 33 46102830 iDuchwrk, flexible aluminum, non -insulated, 3" diameter, pressure to 12'(WG) UL-181 1.000 23 5619 50 3100 REINSTALL SALVAGED SOLAR ARRAY 1.000 23 5619 50 3100 Solar healing components, collector panels, air with aluminum absorber plate, wall or roof mount, flat black, plastic glazing, 4' x 10' 32.000238146102140 REATTACH HEAT PUMP AT ORIGINAL LOCATION 32.000 23 814610 2140 ,Heat pump, water source to air, single package, 2 lon cooling,19 MBH heat @ 75Deg.F, excludes water supply 235 0.1326 Lb' 71.61 73.9 99.77 1,527.93i 0.00 1599 541Mat.•RS Means; Labor-DB Res 23.2 Q9I 400 11.8 Q9 23.4 2b 2b 0.052 LF. 11.04 72.63 98.05 40.79 0.00 51.83 Mat •RS Means; Labor-DB Res 2b 2b 4.16 Ea. 0.00 72.63 98.05 407.89 0.00 407.89!Mat•RSMeans bo Res 2b 2b Q5 1.7 2.6 Ea. 0.00 78.94 106.57 Electrical 135.680260529202700 METAL AWNING 1/2'DIAMETER THREADED ROD 5.4 135.680126 05 29 20 2700 Threaded rod, steel, painted,112" diameter 1 Elec 8000,260533180620 732 26 05 39 30 3270 REINSTALL CABINET AND SUPPLY CONDUIT IN EXISTING 1 Elec LOCATION • Pull boxes, steel, type SC, 36" W x 36" H e 8" D, NEMA 1 REINSTALL CONDUIT (FOR LIGHT FIXTURE) S22 732 2605 39 303270 PVC conduit, schedule 40,1' diameter, in concrete slab, ind 1 Elec lerminations, fittings and supports 1.000'2260926100120 LIGHT NGCONTROL PANEL, LCP1,TIMECLOCK,7DAY SETTINGS, 26.13 UPS 10 HRS 1.000126 092610 0120 Lighting control relay panel,16 relay, with limedock 1 Elec 16 26 51 13 551010 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC 26.12 16.00065113 551010 Interior LED fixtures, troffer, recess mounted, 4,8001umens, 2' x 4',I 1 Elec enlaces three T8Iamp, incl lamps, mounting hardware and connections 18.000126 56 23 10 1500 EXTERIOR PORCH LIGHT FIXTURE, FE3, LED, 13 IN, 1306 LUMENS, 26.13 24 8,866.541 0.00 2b 8,866.54Mat-RS Means; Lebo B Res 2b 140 0.0741 IF.. 786.94 46.32 62.53j 628.69 0,00 2 5.2 Ea. 1,90400 46.32 62.2,601.33 0.00 200 0.052 LE6 1.8, 2b 415.631,Mal-RS Means; Labor-DB Res 2b 4,505.331 Mat: RS Means; Labor-DB Res 2b 46.32 62.53 2,380.22 0,00 3,017.06IMat•RS Means; Labor-DB Res 2b 2b 5.7772 Ea 1,800.00 46.32 62.531 361.26 0.00 2.08 Ea 3,216.OD 4 2.6 10 1.04 46.32 62.53, 2b 2,161.26'Mat.-RS Means; Labor DB Res 2b 2,061.06'; 0,00 5,291.061Mat•RS Means; Labor-DB Res Ea. 6,300.00 46.32 Ea. 4,320.00 46.32 10 1.04 Ea. 535.00 46.32 2b 2b 2b 62.53 2,926.50 0.00 9,226.501Mat.4RSMeans; Labor-DB Res 2b 62.53( 1,170.601 0.00 5,490.60 2b Mal: RS Means; LaborDB Res 2b 2b 62.53 65.03 0.00 600.03jMat-RSMeans; Labor•DBRes 2b i 11"X7"X4", LUMINAIRE LED SWOOP 610 18.0001265623101500 LED fixture, exterior, wall pack, poly lens, 13watt, indlamps 1 Elec 18.000 265623550100 EXTERIOR STAIRWELL LIGHT FIXTURE, FE4,LED, 4'X6",11W 26.13 18.000 6 23 55 0100 I Exterior LED fixture, wall mounted, indoor/outdoor, 12 watt, incl I 1 Elec 'lamps 1.000;265623550110 EXTERIOR LIGHT FIXTURE, FELLED, 43IN, 4000LUMENS, ATLAS 26.13 ALPHA PFM43LED4K SERIES 10006 5623 55 0110 11Exterior LED fixture, wall mounted, indoodoutdoor, 43 watt, mcl 1 Elec 246 lamp Prepared by Tim Thatcher 8/1512019 Page 5 A 8 C D E F G H K l M N 0 2 AA 1 multi.'[ 1,301 1 11 ;Mat.•RS Means; Labor•DB Res 1 ld=demo; 2b=build 2 Qty CSINumber I Description Crew DailyOirtput Labor Hours Uni Bare Mat DB RES DBwLB Bare Labor Bare Equip. Total Note 7.000 2 47 265623550110 EXTERIOR UGHT FIXTURE, FEIM, LED, 43 W, 4030 LUMENS, ATLAS 26.13 ALPHA PFM43LED4K SERIES, MOTION SENSOR 15' H MOUNTING HT, 270 DEG RANGE I i 26 7.000 cvo _ 26 56 23 55 01101Exteior LED future, wall mounted, indoorloutdoor, 43 watt, Mel Elec 1. damp 10 1.04 Ea.! 3,745.00 46.32 62 53'' 455.23! 0 004,200.23 Mat•RS Means; Labor•DB Res 2b 7�Electronic Safely and Security � 25p 9 28 46 21 50 3590 REATTACH (El FIRE ALARM ATORIGINAL LOCATION 10.6 2b 9.000 251 28 46 2150 3590 IlDelecion system, signal device, beacon, excluding wires 8 conduits 1 Elect, 8 1.3 Ea. 0.00 46.32 62.53 731.62 0 00I 731.62 Mat. RS Means; Labor•DB Res 2b 252 --, I 253 30 G40103201212 conduit LF 2b 30.000 2S4 G4010 3201212 [Underground electrical duct, 3' dia, Schedule 40 PVC, 2' deep, indude excavate CE, NMI, concrete, compact L.F. 358 50i 459.001 $817.50 Met4R5 Means; Labor-0B Res 2b 255 208TG260533.49AMA REATTACH (El SALVAGED REFRIGERANT CHANNEL 10.7 2b 208TG260533.49[ 256 M ELECTRICAL • RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS; WIREMOID RACEWAY NO.2000 Carp 0.039 FT $624.00 29.43 39.3 322.29 5946.29 The Guide 2b 2S7 I 2S8 --i- 259 260 261 262 263 264 Concrete 265 2.000 03 11 13 25 1800 __ UGHTPOLEFOUNDATION, CONCRETE, 2'DIAX6.5' 26.13 1 1 I 2b 2.000 266 03 11 13 251860 ;C.I.P. concrete forms, column, round fiber tube, recycled paper, '24' diameter, I use, includes erecting, bracing and stripping C1 130 0.3198 L.F.22.70, 55.39' 74.78 47.831 0.00 70.53 Mat: RS Means; Labor-0B Res 2b 22.000 261 031113 651000 C.I.P. concrete forms, slab on grade, bulkhead with keyway, wood, 6' high,1 use, includes erecting, bracing, stopping and cleaning Cl 510 0.0819 F. 27.72 55.39 74,781 134.73' 0.00' 162.45 Mal.•RS Means; labor-0B Res 2b 268 42 03 21 11 60 0400 CONCRETE SLAB REBAR 44, 3 EA WAY 3.6 " LF 2b 0.014 03 211160 040 269 iRelnforcing steel, in place, elevated slabs, 44 to k7, A615, grade 60, incl labor for accessories, excl material for accessories I 4 Rodm i 2.9 14.3442 Tan 16.83 69.03 93.191 18.75 0.00 35.59 ....._ Mat: RS Means; Labor-0B Res 2b 270 63 03 21 11 60 0502 LIGHTPOLE FOUNDATION, REBAR,I#4,47.1LF 26.13 I 1 - 2b 63 03211160 0502 271 Reinforcing steel, in place, footings, 04 to 1#7, A615, grade 60, Ind labor for accessories, excl material for accessories 4 Rodm 4,200 0.0104 Lb., 31761 69,03 93.191 60 991 0.00 98.74 Mal-RS Means; Labar•DB Res 2b 272 100 03 21 11 60 0502 LIGHTPOLE FOUNDATION, REBAR, 45, 48 LF 26.13 I 2b 100 03 21 11 60 0502 ,Reinforcing steel, in place, footings, k4 to ##7, A615, grade 60, Ind 273 labor for accessories, exd material for accessories 4 Rodm, 4,200 0.0104 Ib.' 60.081 69.03 93.19 97.04 0.00 157.12 Mal•RS Means; Labor•DB Res 26 274 24.6 03 30 53 40 4760 CONCRETE SLAB ON GRADE, REF TO11/A5.8,4"SLAB 3.6 26 24.8 03 30 53 404760 Structural concrete, in place, slab on grade (3500 psi), , over 10000 S.F., 4 [hick, mdudes concrete (Portland cement Type I), placing 275 and finishing, excludes forms and reinforcin C14F, 3,425 0,0273 S F 45.14 53.85 72.70 4922 0.251 94.60 Mat: RS Means; Labo •DB Res 2b 10.000 033113 35 0350 Structural concrete, ready mix, heavyweight, 4500 psi, Indudes Mal aggregate, sand, Portland cement (Type I) and water, 276 delivered, excludes all additives and treatments C.Y. 1,490.00! 0.00 0.00 0 00, 1,490.00 Mal-RS Means; Labor-0B Res 2b 277 2.000 26 56 13 10 4600 LIGHT POLE, 6"X6" SQUARE, 25' H 26.13 2b 2.000 26 561310 4600 Light poles, anchor base, galvanized steel, 20' high, excl concrete R3 2.6 9.9996 Ea. 278 bases 2,400.00 73.87 99 72 1,994.41 129.50 4,523.91 Mat: RS Means; Labor-08 Res 2b 2.000 26 561310 5600 ''Light poles, galvanized steel, bracket anus, 2 arm, excl concrete 1 Elec 8 1.3 Ea 279 bases 700.00 46.32 62 53, 162.58 0.00j 862:58 Mat: RS Means; Labor•DB Res, 2b 4.000265619600100 EXTERIOR LIGHT FIXTURE, FE2, LED, 118 W, POLE MTD, BACK TO 26,13 BACK, TYPE IV DISTRIBUTION LUMINAIRES, 2 ARMS, MCGRAW 280 EDISONGLEONAFl 26 4.0526 56 19 60 010Parkin LEDLuminaire,round pole watts, � 1Elec 2 gp g p5.2 Ea.5,500.00 46.32 261 pale [ J L 62.53I 1,300.61 0,00 6,800.67 Mal: RS Means; labor•DB Res 2b _ 282 Earthwork 15 283 312316142750 TRENCH AT CONDUIT BETWEEN BUILDINGS, REF TO ELECTRICAL, 32.6 LF ACCOMODATE 12' SEPARATION BETWEEN CONDUIT,18" DEPTH ALL OTHER LOCATIONS, REF TO ELEC, TIP 2b 15.000 31231614 2750 'Excavating, chain trencher, utility french, common eardn, 40 HP, 284 12' ande,18" deep, operator riding, includes backfdl 854 8601 0.027 L F 0.00 37.15 5015' 20.31 0.00 20.31 Mal.•R5 Means; Labor DB Res 2h Prepared by Tim Thatcher 8/1502019 Page 6 A B C D E E G H K L M N 0 2 AA 1 i multi. 1.30( I I iMai-RSMean s;Labor•DBRes ld=demo;2b=build 2 Qty ' CBI Number ' Description Crew Daily Output Labor Hours Unit I Bare Mat DBRES DBwLB - Bare Labor ( BareEquip._Total I Note 130.000 285 31 23 16 14 2800 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 130.000131 23 16 14 2800 Excavating, chain trencher, utility Trench, common earth 40 HP, B54I 800 Poperator 0,031 L.F. 0 00 3715 5015 195,59 0.00 19559 Mat•RS Means; Labor-DB Res 2b 267 12.778 312323130015 BACKFILLfordsit light 12"x24''ncludesbackfdl g CY i 2b 288 12.778 3123 2313 0015 IBackfill, light soil, by hand, no compaction I 1 Clab 14 0.7423 L.C.Y. 0.00I 29.43i 39.731 376.84I 0.00 376.84IMat.•RS Means Labor•DB Res 2b 289 0.556 3123 2313 0015 BACKFILL between bldgs,l2'x18" 1 I CY I 2b 290 0.556 31 23 23 13 0015 Backfill,light soil, byhand, nocompaction I 1Clab; 14 0.7423 L.C.Y. i 0.00 2943i 39.73 16.381 0.00 16.38IMai•RSMeans; Labor•DBRes 2b 12.778 3123 2313 0500 291 Backfill and compact, by hand, 6" layers, air rammer/tamper, add B9D 190 0.2743 E.C.Y.1 0.001 41.42 55.92' 195.99 18.91 214.90 Mai: RS Means; Labor•DB Res 2b 0.556 31 23 23 13 0500 292 BackfIIand compact, byhand, 6"layers, air rammerltamperadd i B9D 190 0.2743 E.C.Y. 000I 41.42' 55.92, 8.52 0.82 934'Mat.RSMeans; Labor•DBRes 2b 293 Exterior Improvements 294 0.556 32 11 23 23 0302 COURSE STONE for Ole light,12'x24' i CY 2b 1.667 321123 23 0302 295 Base course drainage layers, aggregate base course for roadways 8368 and large paved areas, crushed stone base, compacted, crushed 11 112" stone base, to 6" deep j 5,400 0.0156 S.Y. 21.00 53.6E 72.47 1.88 1.45 24.33IMal. RS Means; Labor-DB Res 2b 296 0.278 32 11 23 23 0302 COURSE STONE between bldgs,12"x18' 1 CY I I I 2b 0,833 321123 23 0302 Base course drainage layers, aggregate base course for roadways ,;., 8368 and large paved areas, crushed stone base, compacted crushed 1; 297 112" stone base, to 6' deep 5,4W 0.0156 5 Y' 10.50 53.68 72.47 I 0.94 0.73 12.17 Mat•RS Means; Labor•DB Res' 2h 1 240.000 32121614 0025 Asphaltic concrete paving, parking lots & driveways, 6" stone base, B25C 298 2' binder course, 2" topping, no asphalt haul'mg included 9,000 0.025 S.F.'0 141.60 0.00 0.001 32400 1,065.60i,Mal:RSMeans; Labor•DBRes, 2b 299 40.000 32 2 16 14 1180 REPAIR ASPHALT AT REMOVED COLUMN LOCATIONS 32.7 I 2b 300 15.000 32 17 13 19 1000 SALVAGE (E) WHEEL STOPS 32.8 I 2b 15.000 321713191000 Precast concrete parking bumpers, wYeel stops, precast concrete, l B2I 301 6" x 10' x 6' • 0", includes 2 dowels per each 120 0.4329 Ea. 990.00 4142 55.921 363.10, 0 00', 1,353.10 Mal.•RS Means; Labor•DB Res I I 2b 302 15.0003217 23140825 RESTRI PING TO BE COORDINATED W/ OWNER, (9) STALLS 32.9 2h 15.000 3217 2314 0825 'Pavement markings, rkin stall, ant, whl g parking p Ate, small quantities, 4" 303 wide 2 Po d 80 0 26 Ball 169.50 28.26i 38.15f 14B79i 0.00, 318.29Mat: RS Means; Labor•DB Res i 2b I 304 I 305 306 307 308 309 310---- 311 312 313 314 31S 311 318 319 320 321 322 331 332 333 Totals, I $459,193.97 $316132270 $5,35668 $781,313.36 348 Interior Bldg Improvements 37,952.79 5% 349 ! Exterior Bldg Improvements 725,517.52 9314 350 I Exterior Site Improvements 17,903.05 2% 351 Total Construction Cost 781,313.36 352 I 353 354 355 Prepared by Tim Thatcher 8/15/2019 Page 7 41 PCS Seattle Tacoma Portland Structural Solutions 1011 Western Avenue. Suite 810 Seattle, WA 98104 20(3.292.5076 1250 Pacific Avenue, Suite 701 Tacoma, WA 98402 253,383.2797 101 SW Main Street. Suite 280 Portand, OR 97204 503.232.3746 www.pcs-structural,com F IL Ersgolosol Permit No. V In Plan review approval is subject to errors ana omissions. Approval of construction documents does not authorize the violation of any mooted code Cr ordinance Receipi of approved Field Copy and conditions is acknowiedged: By. Date - City of Tuitwita BUILDING DIVISION STRUCTURAL CALCULATIONS FOR KING COUNTY HOUSING AUTHORITY PACIFIC COURT 4025 5 146n4 5T TUKkMILA, IAIASHINGTON 415165 REVISION PREPARED PCS STRUCTURAL 5OLUTION5 No crR-inges sria:! Pe made to tne scope of work witnour o. approval or the Tukwila Building Division. NOTE: RevisiOns will reauire a new olan ubmittal anC mav 'ncluce aodltional plan revie JULY 15, 20141 1 41-4q6 EPARATE PERM R UIRED FOR: M E Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION biq 0137 RECEIVED CITY OF TUKWILA JUL 24 2019 PERMIT CENTER Structurai Solutions 122222 12 ••••••••••2.2.27 Project: KCHA ; Sheet: Originating Office: facoma of Job Number: 19496 Name: JN4I3 Date: 06/26t19 DESIGN CRITERIA CHECKLIST CODE: IBC 2015, ASCE 7-10 VERTICAL DESIGN CRITERIA ROOF': DEAD LIVE LOCATION: PARTITION Tukwila, WA CONCENTRATED —15 PSF 25 PSF WIND DESIGN CRJITERIA A...1;V;;;; f" Vj (Per ASCE 7-10 See, 26.5.1, Fig, 26.5-1A; 1B & IC, or as required by Bldg Dept.) (Per ASCE 7-10 Table 1,5-1 & IBC Table 1604.5) EXPOSURE CATEGORY: B 1p. (Per ACSE 7-10 Section 26.7.3) TOPOGRAPHIC FACTOR (K,,): 1.00 - (Per ASCE 7-10 Section 26,8.2) MEAN ROOF HEIGHT: zo FT nqr (See ASCE 7-10 Section 26.2 - Definitions) ROOF SLOPE (__:12): 0.50:12 (Enter vertical rise in 12 horizontal units) 8 (degrees): 2,39 BASK WIND SPEED (V) = 110 MPH RISK CATEGORY: s 4/1 Destgul(i)riteria -1BC201 5 - Revis -4P Deetgn Critp-ra - IBC 2015 11-26-18 Update (7).xle(Overall (Input)) -.„• PTUJCCC KCI IA Job Number: 19496 EM PCS Structural Solutions Sheet: Originating Office: Tacoma uf N JMB Date: Ohr26/19 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 110 MPH RISK CATEGORY: 11 EXPOSURE CATEGORY: TOPOGRAPHIC FACTOR (K.,,): 1.00 MEAN ROOF HEIGHT: 20 FT ROOF SLOPE (_:12): 0.5:12 (degrees): 2.39 ASCE 7-10 CHAPTER 28.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW RISE BUILDINGS Wi 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 D - - 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 E011 Gm 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 Arca POSITIVE PRESSURES NEGATIVE PRESSURES ZONE 1 2 3 1 2 - 10 SF 16.0 16.0 16.0 -21.8 -36,5 -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 I 100 SE 16.0 16.0 16.0 -19.9 -23.6 WALL SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES I ROOF OVERHANGS ZONE 4 5 ....---.6 "--..-... 10 SF 21.8 . -23.6 -29.1 -31,4 -••,64.4. 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 - mrNimum 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 F 16.0 psf, Zones B and D equal to +8 psf, while assuming Zones E, F, G, and 11 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. Design Criteria - seC2015 - Revised 02/04/16 PCS Design Criteria - iRC 2015 11-26-18 Update (7).xis(Vvind) Project: KC I IA Job Number: [9496 al PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMEI Date: Utu26/19 DESIGN CRITERIA - WIND FIGURE 30.5-1, ASCE 7-10 3rd Printing C'omponent% and dding — Method I Igu Nneest d Build n Insatior Zciies I MY- nro4 OEeskn Wind PrQsur Ena Zones Num- le* Vinii-4.4.4 Walls & Roofs rr- Corner Zones 41/4 ehown era applied aortnal he the surface, For exposure B. at h—.50 Ft (9. ruj. Adjuet to otleer onnaitione us-ing &quartet] t. 2: Plus and Gnaws signs signify pressures 4,ir 60* tOwtrIA and away from the eirdaseen. respectively. ). orhp Forweed, withw,t I Zzio 3 shall be treetevl Z..rte 2. For effetttive wind areas between thane given. value natty be inr.rpoiiteJ, otherwiee teast the value an,oquQt3 w the lower effective wind MOW 5. Now Ei..)n: percent oftec.t horirroved dimearion Q.4k whichever is irnallet. but riot 6ga diem either 4',;, of least herieLara I dirneceriou or 3 t't(004 rat, Ac Mega rccd'heiOt, ia Feet teneterei.etwept that eave height shall be used foe reof atesles Angle plane ni"n:sof From herizentel_ in 4.0,1S.CGS9. Design Criteria - IBC201 - Revised 02(04/16 PCS Design Criteria - IBC 2015 11-26-18 Update (7).tds(vVind C&C) Project: Subject: JobNo: SIC Sheet Name 171.16 Structural Solutions Originating Office: EIJ Seattle Tacoma Portland Date: Seattle Tacoma Portland —801— rA 1— f .1--1 • gs il Gilts W 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 125(1 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • lei: 253.383,2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 crP www.pcs-structuraLcom Project: Subject: Structural Solutions Originating Office: J Seattle Tacoma LI Portland Date: 6 h 9 /I 03, ro (i; vinr11, co ti • S La_ Ar'Xi. L. ke.4-1A (5-4—rt/ 141 ) 16 A_ •nfi,q( — - - 06.'4 CAV Inb No: Sheet Name. 371404-8 4-12-5•L. 5-7-5 n, cAr tp4_ (2-) 435 C14 6 I w5 9-c te ILs./ 1J2.1 C,1 c,S (2-1 )c 6 x (24 tt 3 14, ( rz:vurcik- -4,- 1 ft te-r I el"-e-A-104. > -FA; (52‘4_. ( \.) 5.05 2.5 44 CPI"- t CA. 10... Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • te! 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • lei: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503,232.3746 www.pes-structuralcom Title Block Line 6 ! Wood Column Lic. # : KW-06002327 Description pet Brac 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 calcu/at/ons) 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 PrIl 1,350.0 psi Density 31.210 pcf Fc Perp 625.0 psi E : Modulus of Elasticity ... Basic Minimum Applied Loads x-x Bending y-y Bending 1,600.0 1,600.0 580.0 580.0 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 Project Title: Engineer: Protect ID: Project Descr: Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly Axial 1,600.0 ksi Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Goveming NDS 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 max.above base Applied Design Shear Allowable Shear Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750L r+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 0.1974 :1 +D+0.60W+H Comp Only, fc/Fc' 0.0 ft 0.4116 k 0.0 k-ft 0.0 k-ft 397.294 psi Printed: 20 JUN 2019, 1'17PM File = G:12019 Jobs \ 194961(CHA Pacific Court\Calcs\19496 calcs jmb.ec6 Software 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 inA4 Cf or Cv for Tension 0.9844 inA4 Cm : Wet Use Factor 1.50 1.150 1.50 1.0 Ct : Temperature Factor 1.0 Cfu : Flat Use Factor 1.0 : Built-up columns 1.0 NDS 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. 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 ft 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... 0.005935 :1 Sending Compression Tension +D+0.60W+H 4.250 ft 1.709 psi 288.0 psi 4-. Maximum Axial + Bending Stress Ratios Maximum Shear Ratios C D C p Stress Ratio Status Location Stress Ratio Status Location 0.900 0.274 0.002402 PASS 0.0ft 0.0 PASS 4.250 ft 1.000 0.249 0.002382 PASS 0.0 ft 0.0 PASS 4.250 ft 1.250 0.202 0.002347 PASS 0.0ft 0.0 PASS 4.250 ft 1.150 0.219 D.002359 PASS 0.0 ft 0.0 PASS 4.250 ft 1.250 0.202 0.002347 PASS 0.0 ft 0.0 PASS 4.250 ft 1.150 0.219 0.002359 PASS 0.0 ft 0.0 i'ASS 4.250 ft 1.600 0.160 0.1974 PASS 0.0 ft 0.005935 PASS 4.250 ft 1.600 0.160 0.002319 PASS 0.0 ft 0.0 PASS 4.250 ft 1,600 0.160 0.1486 PASS 0.0 ft 0.004451 PASS 4.250 ft 1.600 0.160 0.1486 PASS 0,0 ft 0.004451 PASS 4.250 ft 1.600 0.160 0.002319 PASS 0.0 ft 0.0 PASS 4.250 ft 1.600 0.160 0.1964 PASS 0.0 ft 0.005935 PASS 4.250 ft Title Block Line 6 Wood Column Lic. # : KW-06002327 Description : Parapet Brace Load Combination Results Load Combination +0.600+0.70E+0.60H Maximum Reactions Load Combination +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+0.750L r+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250 E+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 CD Cp 1.600 0.160 X-X Axis Reaction @ Base @ Top -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 Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 1:17PM File = G:\2019 Jobs\19496 KCHA Pacific Court\Calcs119496 cabs jmb.ec6 . Software copyri.ht ENERCALC, INC. 1983-2018, Build:10.18.10.31 . Licensee : PCS STRUCTURAL SOLUTIONS Maximum Axial + Bending Stress Ratios 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. Y-Y Axis Reaction Axial Reaction My - End Moments k-ft Mx - End Moments @ Base @ Top @ Base @ Base @ Top @ Base @ 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 Load Combination Max. X-X Deflection Distance 0.678 Max. Y-Y Deflection Distance +D+H 0.0000 in +D+L+H 0.0000 in +D+Lr+H 0.0000 in +D+S+H 0.0000 in +D+0.750Lr+0.750L+H 0.0000 in +D+0.750L+0.750S+H 0.0000 in +D+0.60W+H-0.0326 in +D+0.70E+H 0.0000 in +D+0.750Lr+0.750L+0.450W+H-0.0245 in +D+0.750L+0.750S+0.450W+H -0.0245 in +D+0.750L+0.750S+0.5250E+H 0.0000 in +0.60D+0.60W+0.60H -0.0326 in +0.600+0.70E+0.60H 0.0000 in D Only 0.0000 in Lr Only 0.0000 in L Only 0.0000 in S Only 0.0000 in W Only -0.0543 in E Only 0.0000 in H Only 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 2.482 ft 0.000 ft 2.482 ft 2.482 ft 0.000 ft 2.482 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 2.482 ft 0.000 ft 0.000 ft 0.000 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 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 Title Block Line 6 Wood Column Lic. # : KW-06002327 Description: Sketches Parapet Brace 0 1.50 in +X Load 1 Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 1:1 7PM File = G:12019 Jobs11949 KCHA Pacific Court1Calcs\19496 calcsirrtec6 . ERCALC. 8, Budd:10.18.10.31 Licensee : PCS STRUCTURAL SOLUTIONS re 0 Oink 0 tram Title Block Line 6 Wood Beam : KW-06002327 Description : Sleepers CODE REFERENCES 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 : Douglas Fir - Larch Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling W(Q 8 : No.2 Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 1.41PM File = G:\2019 Johs119496 KCHA Pacific Coud\Calcs\19496 calcs jmb.0c6 Software tNEnCALC, INC, 1983-2018, Build:10.18,10.31 Licensee: PCS STRUCTtJRAL SOLUTIONS Fb + 900.0 psi E : Modulus of Elasticity Fb 900.0 psi Ebend- xx 1,600.0ksi Fc - PrIl 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 0.285 1 5.50 X 2.50 427.29psi 1,497.60psi +D+0.60W+H 1.000ft Span # 1 Service loads entered. Load Factors will be applied for calculations. 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 Max Stress Ratios Segment Length Span # M V Cd C FN C j Cr +D+H Length = 2.0 tt 1 +D+L+H Length = 2.0 ft +D+Lr+H Length = 2.0 ft +D+S+H Length = 2.0 ft 1 +0+0.750Lr+0.750L+H Length = 2.0 ft 1 +D+0.750L+0 750S+H Length = 2.0 ft 1326 >=360 0 <360 2211 ›=240 0 <240 CM C t CL Moment Values es1.n C;IK 0.097 1 5.50 X 2.50 22.25 psi 230.40 psi +D+0.60W+H 0.000 II Span # 1 Shear Values Fb V Iv ry 0.00 0.00 0.00 0.00 0.90 1,300 0.80 1.00 1.00 1.00 1.00 842.40 0.00 0.00 129.60 1.300 0,80 1.00 1.00 1.00 1,00 0,00 0.00 0.00 0.00 1.00 1.300 0.80 1.00 1.00 1.00 1.00 936.00 0.00 0.00 144.00 1.300 0.80 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 1.25 1.300 0.80 1.00 1.00 1.00 1,00 1170,00 0.00 0.00 180,00 1.300 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.15 1.300 0.80 1.00 1.00 1.00 1.00 1076.40 0.00 0.00 165.60 1.300 0.80 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 1.25 1.300 0.80 1.00 1.00 1.00 1.00 1170.00 0.00 0.00 180.00 1,300 0.80 1.00 1.00 1.00 1,00 0.00 0.00 0,00 0.00 1.15 1.300 0.80 1.00 1.00 1.00 1.00 1076.40 0.00 0.00 165.60 Title Block Line 6 Wood Beam Lic. # : KW-06002327 Description Sleepers Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr C m C t C L M tb F'b V 1v F'v +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 +0.600+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 Project Title, Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 1:41PM File = G:12019 Jobs119496 KCHA Pacific Court\Calcs119496 calcs jmb.ec6 . Software cop d. 1 ENERCALC, INC. 1983-2018. Build:10.18.10.31 . Licensee : PCS STRUCTURAL SOLUTIONS Moment Values Shear Values Load Combination Span Max. ' ' Dell Location in Span Load Combination Max. "+" Defl Location in Span W Only Vertical Reactions Load Combination Overall MAXimum Overall MtNimum +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+0.750 L+0.750 S+0.450 W+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 1 0.0181 1.000 Support notation : Far left is #1 Support 1 Support 2 0.340 0.34E 0.340 0.340 0.204 0.204 0.153 0.153 0.153 0.153 0.204 0.204 0.340 0.340 0.0000 Values in KIPS 0.000 Project: Subject: Originating Office: Li Seattle 0.333 2.4 /-14-) itk= 2-4 4 tt x i• 4•7' Vf/ 09-4- fr 0.9 4-1/1j .s tks Sheet lob No: Name-714003 Tacoma fl Portland Date* 7/9/1 k k A 34 GI; (4 2_ 575 4-0L LTD 05 'A 1515 / 4 dr.L r IA i "et '5 Seattle Tacoma Portend 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 -Tacoma, WA 98402 • lei: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tei: 5032313746 www.pcs-structural.com Project: _I...WA fob No: t 9 -`t 9 6 Subject: 1Z-nitt-111 V 2 - Sheet Name S ruc ura Solutions Originating Office: fl Seattle 54 Tacoma LJ 9 Portland Date' Seattle Tacoma Portland Olt-e-J---Z 14- wr--14 3/4 't c.). 6 k 41, 4, I 0. sfA t. °. 5 ,,,' 3 .3 tc.-1; = -14 3 0. 6 k (, i1y6 tt (2,) sos 0.4 (Ivi (4,44- (5751-ra, 2, ( 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 • tei: 503.232.3746 5 www.pcs-strecturalcom Project: Subject: Structural Solutions Originating Office: = I- 15, exc.„4-1- A.144-C.4- oto v./1k, • /-0(-- pa; p AL-f et cr ;f1A.g—Irt..r virr I72-11.F • Seattle (2.--0 (plc. Portland lob No: I 7- 212 Name: -174-46 Date. s 2= A—c— (E) 7-51 2_K 0 e (vFit 44AA.LA) L•0 = 2,0 f Z-t( Tx A si tA vis= 30 el 4') ( I( 4-tr 0.1) 2.Jo Seattle Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel. 206.292.5076 1250 Pacific Avenue, Suite 701 .Tacoma,WA 9/1402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland. OR 97204 • tel: 503.232.3746 www.pcs-structural.com Project: 1� - lob No: 19- Subject: (E' �t�d Sheet Name: `-� Structuraons Originating Office: � Seattle Tacoma Portland Date- 0lu/I9 r•Lfs.i tiS riot- CA- (E) T4Is� wcf. vri � , . . 1 J = (I. t( 14 (4S� Ea-4 7 T s t (Co c *tic el....c_c G- L �••. asaNir.+c (2� 2-1) b• 144 -P1- (ofs) o-+ 0. 6 w =, /l/(= Y 9 /4 (o.Gw)+o.1-S S 55 it-4 Fill M E-401l r - / L -, /4 M - 1 `f SS - I'1'10 1110 ) d- III ' '7 g?.= 3urip 9,III 93.Kt k IA k 9. 2S t rL are x I. IS r /"1, 'c• .- 5 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.51176 1250 Pacific Avenue, Suite 701 •Tacuma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, Olt 97204 • tei: 503.232.3746 www.pcs-structural.com Load Combination Segment Length +D+H Length = 18.0 ft +D+L+H Length = 18.0 ft +D+Lr+H Length = 18.0 ft +0+S+H Length = 18.0 ft +D+0.750Lr+0.750L+H Length =18.0 ft +0+0.750L+0.750S+H Douglas Fir • Larch Title Block Line 6 Wood Beam Lic. # : KW-06002327 Description : (E) Framing - Case 1 • Perimeter Joust CODE REFERENCES 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 Project Title: Engineer: Project ID: Project Descr: Fb + Fb Fc Prli Fc - Perp : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Printed: 20 JUN 2019, 2:34PM File = G:\2019 Jobs\19496 KCHA Pacific Court\Calcs\19496 calcs jmb.ec6 Software ., t ENERCALC, INC. 1983-2018, Build:10.18.10.31 Licensee : PCS STRUCTURAL. SOLUTIONS 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E : Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580ksi Density 31.21 pcf W(0 12 0(0 03)'S(0 05) tr ° 3.0 X 9250 Span = 18.0 ft Applied Loads _ Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft Uniform Load : W = 0.120 , Tributary Width =1.0 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 0.901 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflec!on 0.912 in Max Upward Total Deflection 0.000 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span 3.0 X 9.250 fv : Actual _ 54.36 psi Fv : Allowable _ 288.00 psi Load Combination +D+0.750L+0,750S+0.450W+H Location of maximum on span = 17.277ft Span # where maximum occurs = Span # 1 Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Spann M V Cd CFN C Cr 1 0.382 0.083 0.90 1.100 1.100 1 0.344 0.075 1.00 1.100 1.100 1 0.275 0.060 1.25 1.100 1.100 1 0.798 0.173 1.15 1.100 1.100 1 0.275 0.060 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 1.00 239 <240 O rz40 236 >=180 0 <180 1.124 z I � Moment Values Cm C t CL M fb F'b 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 Shear Values V fv F'v 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 Title Block Line 6 Wood Beam Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 2:34PM File = G:12019 Jobs119496KCHA Pacific Couri1Calcs119496 calcs jmtLec6 are r !ENERCALC. INC. 1993-2018, Build:10.18,10.31 . LIc. # K 6002327 Licensee; PCS STRUCTURAL SOLUTIONS Description : (E) Framing- Case 1 • Perimeter Joist Load Combination Segment Length Max Stress Ratios Span # M v C d C FN C i Cr Cm C r CL M fb Length = 18.0 ft 1 0.674 0.146 1.15 1.100 1.00 1.00 1.00 1.00 1.00 2.73 766.81 1138.50 0.56 30.20 207.00 +0+0.60W+11 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 0.732 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 +0+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 1.22 340.80 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 +0.600+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 = 19.0 ft 1 0.129 0 028 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.73 204.48 1584.00 0,15 8.05 288.00 Overall Maximum Deflections Load Combination Span Max. -' Deft Location in Span Load Combination Max. "+" Defl Location in Span Shear Values V fv F'v Moment Values F'b +D+0.750L+0.750S+0.450W+11 1 0.9118 9.066 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 1.094 1.094 Overall MINimum 1.080 1.080 +0+1-1 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 W Only 1.080 1,080 E Only H Only Values in KIPS Title Block Line 6 General Beam Analysis Lk. #: KW-06002327 Description: (E) Framng - Case 2 - Moment Comparison General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Applied Loads Project Title: Engineer: Project ID: Project Descr: Printed: 20 JUN 2019, 4:21PM File G:12019 Jobs\1949 liCHA Pacific Court \Calcs\ 19496 calcsjmb.ec6 . Software ENERCALC. INC, 1983-2018. Build:10,18.10.31 Licensee : PCS STRUCTURAL SOLUTIONS 12.0 ft Area = 10.0 inA2 Moment of Inertia = 100.0 inA4 W(O 241 D(0 03),S(0 00.) Span -----, 12 0 R 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 1,5 L1 0,7 0,4 MEMBER->› 1.455k-ft +D+0.750L+0,750S+0.450W+H Span # 1 5.460 ft 0.008 in 0.000 in 0.013 in 0.000 in Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 17759 0 11062 3107853 E-v..) r /LA e exrp4 1,14 234 3,54 4,74 5.34 AL.. 7,14 Distance (ft) +D+5.01 1 +D+D,E,DW+I1 1 4+5,7561+D.75054,456Wfli -r 0 34 9.54 0.480 k +D+S+H Span # 1 0.000 ft 10,74 Seattle Tacoma Portland 171 Project: Kt!44 Subject: /4141 Originating Office: Seattle K-i 0.30 Sheet Job No' Name: 24,a 'acoma Portland Date: &VI III, 07). 54 4.1; 1011 Western Avenue, Suite 810 • Seattle, WA 98104 - tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • to: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 C-0 r A_ e ft/L.(4A- www.pcs-struccural.com Structural Solutio (.5 A'S ¶Gtoot; Project: Subject: Originating Office: LJSeattle Tacoma 4/4 rtre I ,At 11-41. AlT / 47 10 r-4 mak4-- r (o. n)4- 0.6 cig )>e3 1.5 .5 - 4 1 'I I - 117- 14 -4- t s I LI - 2.5 := 54 i 4 • - 121 1, %(NP Le (13.4 00 5o s kb No 2—.11 Sheet Name: Date:. Cp/i I it -S if /2) .S05 5' C-tkAAA• 5 e e(e4.0. C Ok e 0 r .51.4 AAA, "Artia— g.404L'' P."-- i4d bi 1 Cc.),Lva 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-struct ura Lcom Structural Solutions Seattle Tacoma Portland Project' Katik— JobNo:_i41 — Subject: JIVf1L Sheet Name' ••••WA-(e) Originating Office: Seattle Qj Tacoma Portland Date: _Id/ rii CAP/LA • )-0,04411 0 2-426 42c- 2- K 'to (us 16 roc 2-3S ti- 2,1, .1 2_35 h. e-DJ2.4.5 .7_ 2...i D (4 (if) 505 Scn4.«.,i V z- 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • lel: 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 wvvw.pcs-structural.com FILE EverGuard® TPO 60 mil Membrane Data Sheet Updated: 6/18 RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 4 2019 City of Tukwila BUILDING DIVISION tot. oa39 Quality You Can Trust... from North America's Largest Roofing Manufacturer!"" EverGuard® TPO 60 4iil Membrane Applicable Standards UL Listed, FM Approved, Miami -Dade County Product Control Approved, State of Florida Approved, CRRC Rated, Title 24 Compliant*, ENERGY STAR®Certified**, ASTM D6878. . _ _ .., . _ .. __ . ......._. Physical Properties ASTM Test Method . ASTM D6878 Minimum EverGuard ° Typical Test Data _ . 1. Certain data is provided in MD machine direction) x CMD (cross machine direction) format. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance. Nominal Thickness ASTM D751 0.039" (min] (0.99 mm) 0.060" (1 ,52 mm( Breaking Strength ASTM D75I Grob Method 220 lbf/in. (38.5 kn/m) 305 Ibf x 290 Ib( (454 x 432 kg/m) Factory Seam Strength ASTM D751 66 Ibf (98.34 kg/m) 135 Ibf (membrane failure) (201.1 kg/ml Elongation at Break ASTM D75 I 15% 30% Heat Aging ASTM 0573 90% Retention of Breaking Strength and Elongation at Break 100% Tear Strength ASTM D751 8x 8' (203 x 203 mm) Sample 55 lbf 181.95 kg/m) 75 Ibf x 130 Ibf (111.8 x 193.7 kg/m) Puncture Resistance FTM 10IC Method 2031 Not Established 380 Ib. (172 kg) Cold Brittleness ASTM D2I37 -40'C -40t Permeance 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 @158'F (70'C), 1 week +/-3.0% (top coating only) 0.7% Hydrostatic Resistance ASTM D751 Method D Not Established 430 psi Ozone Resistance ASTM D1149 No visible deterioration @ 7 x magnification No visible deterioration @ 7 x magnification SRI (Solar Reflectance Index) Initiol/Aged N/A N/A 94/81 83 Aged Title 24 Reflectivity (white) Initial/Aged M49 AASSTIM CE91053 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 I 0,080 KJ/(m2 nm) at 340 nm >25,000 lq/(m?, nm) d 340 nm Heat Aging ASTM D573 240F (1151C) for 32 weeks . 60 weeks Thickness Above Scrim ASTM D76 5 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 valid in the U.S. I SiX 100' Roll Size .52 x 30.5 m) 500 sq, ft. [46.5 sq.m])(600 6' x100' (1.83 x 30.5 m) sq. ft. [55.74 sq.m]) - 8'3E100' (2.44 x 30,5 m) (800 sq. ft. 174.3 sq.m]) ! 10'xl Oil' ] (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq.m1) . 1 ;'x100' 13.65 x 30.5 m) (1,200 sq. ft. [111.484 sq.m]I Roll Weight 162 Ib. (73.5 kg/ 194.4 Ib. (88.2 kg) 257 Ib. (117 kg) 322 Ib. (146.1 kg) 386.4 Ib. (175.3 kg) Colors White, Tan, Gray Storage Store rolls on their sides on pallets or shelving in a dry area. Safety Warning Membrone 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/packaging tolerance and variation. Quality You Can Trust... From North America Largest Roofing Manufacturer!" gaLcom FOR OiPLIANCE ROVED EVERGUARD ECEIVE0 CITY OF TUKWILA AUG 3 0 2019 PF:RiliiiT CENTER CORREPTION Table of Contents WELCOME Contacts and Website Pro Field Guide Contents SECTION 1: WORK PRACTICES SafetyPrecautions 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® FreedomTM TPO Self -Adhered EverGuard° FreedomTM TPO HW Membrane 17 EverGuard° Freedom' 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 - 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 SpeedTiteTM 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 SpeedTiteT" 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-TecT" Insulation Plates & Fasteners Drill -Tee" Roofing Fasteners 50 Drill -Teem Insulation Plates 50 Drill -Teem Pre -Assembled Fasteners 50 Drill-TecTM Membrane Plates &Fasteners Drill -Teem Roofing Fasteners 51 Drill -Teem Bar 51 Drill -Tee" PLates, Fasteners & RhinoBond® Drill -Teem RhinoBond® Fasteners 52 Drill -Teem Fastening Tools 52 Specialty Deck Drill-TecTM Fasteners & Plates Drill -Teem LD Fastener 53 Drill -Teem Polymer GypTec® Fastener 53 Drill -Tee" Locking Impact Nails 53 Drill -Tee" Base Sheet Fastener 53 EnergyGuardn" & 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 EnergyGuard"' 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 Con ents Perimeter Half Sheet Table TPO & PVC Membrane Attachment Table TPO Specification Plate PVC Specification Plate PVC Specification Plate EverGuard® Adhered Roofing Systems TPO Specification Tables 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 84 85-87 88 89 90 4 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 -Ter" RhinoBond® Assembly Purlin Detail 156 101A Roof Membrane Layout Detail 157 101B 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 213B Cover Tape at Roof Edge Detail 175 214 Cover Tape at Gutter Edge Detail 176 214B 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 328B 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 403B 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 503B Termination at Existing R.T.U. with Counterflashing Detail 505 Roof Hatch Detail 506A Premolded Vent Boot Flashing Detail 198 199 200 201 507 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 SpeedTite" 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 & 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, Ni 07054 (973) 628-3000 WEBSITE: www.gaf.com REGIONAL FIELD OFFICES: Eastern 700 Second St., Suites C & D Swedesboro, Ni 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 • 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. 8 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. 1 0 ork 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. • Biows 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 Section 2: pOdUC Sheets Preuct ata e ts EVERGUARD EXTREME® TPO SO MIL SMOOTH MEMBRANE MI dWi Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. TAbm m r*li titg keifttio Okkilig (411) M ta.P [411/*1111 White, Tan, Gray, Energy Tan, Energy Gray 10' x100' (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 -sty e and banded. t o a•e Store rolls on their sides on pallets or shelving in a dry area. NH40 IWPdt% Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 60 MIL SMOOTH MEMBRANE lad 4;m Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. kli:A "MIAMI tf'W toff agli *410 1:40 fa) taR . . itIgt ig White, Tan, Gray, Energy Tan, Energy Gray 10' X 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. ml) 322 lbs. (146 kg) 5' x 100' (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 lbs. (58.4 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. tiViVhvbti Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 70 MIL SMOOTH MEMBRANE ''.A.4 it* Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Mt:ft Milltlt Am, *ill atifil eightORR 114fli? Mb itill GM White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 373 lbs. (163 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 136 lbs. (61.7 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. tO • e Store rolls on their sides on pallets or shelving in a dry area. Atar. iNvkanittio Membrane rolls are heavy. Position and install by at least two people. 1 3 EVERGUARD EXTREME® TPO 80 MIL SMOOTH MEMBRANE GalDfaa Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 420 lbs. (191 kg) Ott IPG32 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 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 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White, Tan, Gray, Energy Tan, Energy Gray OttM121D 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) Weight 350 lbs. (159 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m)) PCIJD Weight 180 lbs. (82 kg) 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. 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 Half Roll Griktte White, Tan, Gray, Energy Tan, Energy Gray 10'x100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 346 lbs. (157 kg) 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 174 lbs. (79 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. Storage Safety Warning Membrane rolls are heavy. Position and install by at least two people. 14 EVERGUARD EXTREME® TPO 70 MIL FLEECE -BACK MEMBRANE Cl'illen Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors Mg Gt[Dal/ 22Whi C R D g Half Roll , 1 White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 450 lbs. (204 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 225 lbs. (102 kg) 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 EXTREME® TPO 80 MIL FLEECE -BACK MEMBRANE MSG Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors '. NO Mitg Weight .MI Half Rol MOB White, Tan, Gray, Energy Tan, Energy Gray 10' x 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq. m]) 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 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® TPO 45 MIL SMOOTH MEMBRANE eiDEED Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White, Tan, Gray, Energy Tan, Energy Gray Gtfli 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) Rea (00;12 Eutlx ,z.0 256 lbs. (116 kg) 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 128 lbs. (58 kg) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) 204 lbs. (93 kg) 4' x 100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 102.4 lbs. (46 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. orage 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. 15 EVERGUARD® TPO 60 MIL SMOOTH MEMBRANE (:1])0 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 3 G D WI Weig l M teD + G`�D ,; -fight 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 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. t� age Store rolls on their sides on pallets or shelving in a dry area. tfitaygtocifile Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 80 MIL SMOOTH MEMBRANE WI4 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. r. tTc� iplait RA tri2e G111 Mil Inti(� + [I Chu' Gull gip, White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 420 lbs. (191 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 210 lbs. (95 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. orage Store rolls on their sides on pallets or shelving in a dry area. tfItijol%viituti Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 45 MIL FLEECE -BACK MEMBRANE 140 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Co a (ReGtil=On dui: White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 270 lbs. (122 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 144 lbs. (65 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. orag- 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. 16 EVERGUARD® TPO 60 MIL FLEECE -BACK MEMBRANE Roil size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors ;° Weight Half Roll Weight White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' ( 3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 344 lbs. (156 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 185 lbs. (84 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. 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. rwoiors Roll White, Tan, Gray, Energy Tan, Energy Gray 10' x 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq. m]) 238 lbs. (108 kg) 5' x 50' (1.52 x 15.24 m) (250 sq. ft. [23.23 sq. m]) 112 lbs. (51 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® FREEDOM?" TPO HEAT -WELD (HW) MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation Gofors r(DRoII Size' Full,Roll Weight Hatf,Roll•Size Half Roll Weight 45 60 80 45 60 80 RoII Size 10' x 50' 5' x 50' 150lb. 1901b. 2301b. 741b. 101 Ib. 1201b. White, Tan, (3.05x15.24m) (3 C7mx15.2m) Gray, Energy Tan, Energy Gray (68 kg) (862 kg) (104.3 kg) (33.6 kg) (45.81 kg) (54,43 kg) 10' x 100' 301 Ib. 365 Ib. 450 Ib. 5' x 100' 148 Ib. 192 Ib. 230 Ib. (3.05 x 30.5 m) (136.5kg) (165.6kg) (152mx305m) (67.13kg) (87.1kg) (104.3kg) Note: Membrane rolls shipped horizontally on pallets. Storage Store on pallets in a clean, dry area at temperatures below 1007; 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. Membrane rolls are heavy. Position and install by at least two people. 17 EVERGUARD® TPO WITH RAPIDSEAMTM TECHNOLOGY RoII Size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation colors FuII(23 Roll Weight nominal) 45 mil White 60 mil White, Tan, Gray 5' x 50' (1.52m x 15.2m) 45mi1 60mil 74 Ib. (33.6 kg) 93 Ib. (42.2 kg) Note: Membrane rolls shipped horizontally on pallets. 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 adlhesive side of material. The adhesive is aggressive and will stick to skin. Storage Membrane rolls are heavy. Position and install by at least two people. gtritayaMio EVERGUARD® PVC 50 MIL SMOOTH MEMBRANE (31) Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors FuII Roll FuII('„+ Half Roll Size (,A White 10' x 100' (3.05 m x 30.5 m) 350.6 Ib. (161.5 kg) 5' x 100' (1.52 m x 30.5 m) 350.6 Ib. (161.5 kg) Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Storage ghtWeitlEte Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL SMOOTH MEMBRANE Grilift Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. " Colors I Roll Size Full(' . -Weight Suet W White 10' x 100' (3.05 m x 30.5 m) 398.2 Ib. (180.6 kg) 5' x 100' (152 m x 30.5 m) 199.1 Ib. (90.31 kg) Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Storage Safety Warning Membrane rolls are heavy. Position and install by at least two people. 18 EVERGUARD® PVC 80 MIL SMOOTH MEMBRANE WM Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors %MGM tile (MOD MOB Waif Roll ttEl Weight White 10' x 100' (3.05 m x 30.5 m) 422.5 Ib. (191.6 kg) 5' x 100' (1.52 m x 30.5 m) 211.25 Ib. (95.8 kg) Storage 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 WEND Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors %WU . Weight GLIB MU White 10' x 100' (3.05 m x 30.5 m) 382.5 Ib. (191.6 kg) 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. Storage titayWar Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 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 �' f Rd� Half Roll was White 10' x 100' 392.5 Ib. 5' x 100' 196.25 Ib. (3.05mx30.5m) (178.0 kg) (1.52mx30.5m) (89.0 kg) Storage Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Warning Membrane rolls are heavy. Position and install by at least two people. 19 ro � uGt ata • EVERGUARD® PVC 80 MIL FLEECE -BACK MEMBRANE 0 Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. .0 0 s MO) gib Iitaill MI %WEI Ma ft ell/EtiDegta , White 10' x 100' (3.05 m x30.5 m) 430.8 Ib. (195.4 kg) 60" x 100' (1.52mx30.5m) 215.4 Ib. (97.7 kg) Storage Membrane rolls shipped horizontally on pallets, stacked in a pyramid. SafetyiNarning Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 50 MIL SMOOTH XK MEMBRANE Gtillefla? ,.. . Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Co ors FIIII omWeight u11111111 —lialfCtip .:41' al Rol , / Weigh White, Tan, Gray 10x 100' (3.05 m x 303 m) 410 Ib. (186 kg) 60" x 100' (1.52 m x 30.5 m) 205 Ib. (93 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&arning . , Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL SMOOTH XK MEMBRANE ,, CtiBM Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Goors Full. Weight 'Half Roll ,Half Roll White, Tan, Gray 10' x 100' (3.05 m x 30.5 m) 410 Ib. (186 kg) 60" x 100' (1.52 m x 30.5 m) 165 Ib. (75 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. Storage Membrane rolls are heavy. Position and install by at least two people. 20 EVERGUARD® PVC 80 MIL SMOOTH XK MEMBRANE la dia Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors G' !D' MOOD Werg Half Roll White, Tan, Gray 10' x 80' (3.05mx24.4m) 440 Ib. 5' x 80' (200 kg) (1.52 m x24.4 m) 178 Ib. (81 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. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL XK FLEECE -BACK MEMBRANE CtiOtIV Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Hal€Roll Haif Roll White, Tan, Gray 10' x 90' (3.05 m x 27.43 m) 420 Ib. (191 kg) 5' x 90' (152mx27.43m) 265 Ib. (120 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. 5torage 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 80 MIL XK FLEECE -BACK MEMBRANE laMa Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors n Weight Half Roll White, Tan, Gray 10' x 75' (3.05 m x 22.86 m) 632 Ib. 5' x 75' (287 kg) (152mx22,86m) 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. Storage Membrane rolls are heavy. Position and install by at least two people. 21 CORNER CURB WRAP - TPO 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 T-JOINT COVER PATCHES - TPO 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 22 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"x10"x12" (203 mm x 254 mm x 305 mm) SHIPPING SPECIFICATIONS Scuppers per carton: 2 Weight per carton: 4"x6"x12" (102 mm x 152 mm x 305 mm) 7lb. (3.18kg) 8"x10"x12" (203 mm x 254 mm x 305 mm) 12 Ib. (5.44 kg) Cartons per pallet: 4"x6"x12" (102 mm x 152 mm x 305 mm) 15 8"x10"x12" (203 mm x 254 mm 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" (203 mm x 254 mm x 305 mm) 85113920 SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 %" (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 lb. (2.95 kg) Cartons per pallet: 16 Pallet Size: 42" x 42" (3.5' x 3.5') PRODUCT SKUS White: 8002920CU 23 FLUTED CORNER -TPO 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 UNIVERSAL CORNER - TPO 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 INSIDE CORNER -TPO 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 24 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"x6"(101.6mmx152mm) - 6.5 Ib. (2.95 kg) 6"x6"(152mmx152mm) - 7.0 lb. (3.18 kg) Cartons per pallet: 24 PRODUCT SKUS EverGuard'TPO 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 thidkness: 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 PREFORMED SPLIT PIPE BOOT - TPO 4 SPECIFICATIONS ITEM DIMENSIONSAKU # 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 EVERGUAREr TPO HEAT -WELDABLE COVER TAPE 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 85P8 26 Product Data Sheet 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 Ib. (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 UN-55 DETAILING MEMBRANE-TPO 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 Ib. (12.7 kg) PRODUCT SKU Detailing Membrane 7624 EVERGUARD EXTREME® 45 MIL UTILITY FLASHING STRIP-TPO 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 EXPANSION JOINT - TPO - 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 8T6048 6" (152 mm) Roof - Wall White 8T6068 8" (203 mm) Roof - Wall White 8T608B 10" (254 mm) Roof - Wall White 8T610B 12" (305 mm) Roof - White 8T612B 28 Product Data,she et s 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 TPO 45 UTILITY FLASHING STRIP 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 COATED METAL SHEETS - TPO 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 WALKWAY ROLL - TPO 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 30 Product Data Sheets TPO DRAIN -TPO COATED SPEEDTITET"" 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 mm]) 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) 4M51TPOMW 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 17'/2" (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) 8523S 31 COATED HERCULES DRAIN -TPO SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 17Y2" (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 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 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 32 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 Product Data Sheets POURABLE SEALER POCKET - PVC SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 X" (387 mm) Height of Walls: 4" (102 mm) SHIPPING SPECIFICATIONS Carton Size: 28" x 12" x 12" (711 mm x305 mm x305 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 FLUTED CORNER PVC 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 8B00920WA PVC Fluted Corner Tan 8B00345WA PVC Fluted Corner Grey 8B00820WA 34 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 SQUARE TUBE WRAP - PVC PREFORMED SPLIT PIPE BOOT -PVC SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 4^x4'x8"(101.5 mmx 1O1.6mmx20o.2mm)- 8lb. (3.624g) 6^x6^x8^(152.4 mm" 15l4mmxJos.Znnm)- 9lb. (4.00kg) P0ODUCTSmUS 4^x*''x8''(101.6nnmx 101.6mmx20I2mm) m,FzgaV 6^x6''x8^(152.4mm" 152.4mmv203.2mm) 8Sn8920 SPECIFICATIONS ITEM w For pipe sizes: 1''xZ^(z5.4 mmx50.8mm) assnyao 3^x5^(70Immv127mm) uscaozo 6^x8^(152.4mmx203.2mn`) 85E7920 S*|Pp|mG Spsc|pvcmrOms Boots per carton: n Weight per carton: z^—a^(as.*mm—sn.omm) 7s|b(y.ukg) 3^-5^(76.2mm-127mm) 7.s|b.(s.ukg) 6"-8^(152.4mm-203.2mm) zzlb. (Skg) Cartons per pallet: 1^—z^(zsmm"szmm) uo 3^-5^(76mmx127rnm) 36 6"-8^(152mnnx203 mm) 24 pmOmuoTSmus z^-2^<zsmmxszmm> mscyyzu 3^-5^(76mmx127mm) 85c0920 h^—n^(zszmnnxuo]mm) 85s7920 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' (874 mm x 15.24 m) Thickness 125 mil Weight per roll 75 Ib. (34 kg) PRODUCT SKUS Gray 8525MTV 37 Product Data Sheets COATED METAL SHEETS - PVC 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 lb. (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 COATED SPEEDTITEDRAIN - PVC SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 17%" (445 mm) diameter with sump area Stem 10" (254 mm length SHIPPING SPECIFICATIONS 3" (76 mm) 4" (102 mm) Drains per carton: Weight per carton: 8.5 lb. (3.86 kg) 8.9 lb. (4.04 kg) Cartons per pallet: 20 20 PRODUCT SKUS 3" (76 mm) 8523T000 4" (102 mm) 8523U000 38 Product Data Sheets COATED HERCULES DRAIN - PVC LRF 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" (102 mm) 5" (127 mm) 6" (152 mm) 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 Ib. (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) Part 2: 45 Ib. (20 kg) PRODUCT SKUS Part 1: 4182 Part2: 4183 OLYBOND500® 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 lb. (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 OLYBOND500® 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: 4 7K OLYBOND500® 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 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 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 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 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® #1121TPO 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 Product Data Sheets EVERGUARD® TPO 3 SQUARE LOW VOC BONDING 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 : 418L 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 lb. (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 Product Data Sheets OLYBOND500® EQUIPMENT FREE CANISTERS EVERGUARD® 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) OlyBond5006 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 lb. (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 EVERGUARV TPO BASE COAT SPECIFICATIONS Size: 6 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 7550 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 FLEXSEALTM' - CAULK GRADE SEALANT SPECIFICATIONS Quantity/Size: 20 - 10 oz (283.5 g) tubes/tube box SHIPPING SPECIFICATIONS Weight per carton: 19 Ib. (8.6 kg)/box SKU: 8962920WP TPO CUT EDGE SEALANT SPECIFICATIONS Quantity/Size: 12 - 1 pint (16 oz) bottle/box SHIPPING SPECIFICATIONS Weight per carton: 18 Ib. (8 kg)/box SKU: 77955001WP EVERGUARD® LIQUID FLASHING 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 48 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 SPECIFICATIONS SKU 7775A02 SPECIFICATIONS Quantity/Size: 25 tubes/carton SHIPPING SPECIFICATIONS Weight per carton: 27 Ib. (12 kg)/box SKU: 8008 49 Product Data Sheets 2218 go. STEEL W000, Ind LINIV 112 Ream Ler4rs: 1 la Er ti3 PfLos had 4 - -- Ortli-Tec" $12 Fasten, Hex Heal f' 8* • Net Kral 1:0-110 Ll7t»12FL-qtp PVT hfa:1 OaToc- xiitr Fewer ori* ang.A3: ID 22- 03P7-1131.1 fr*w1114 Fulmer LtdLt'to24ft3 FC"- '1Z Dril-lke* KIP 35 412F,7=f SI2ratil R lzr.prz 1 ' Orli- ft" ASAP 3P Fear r P.= locitrQ FL-z 7' x' d' le 4 St,- Stci 3' Ratx Rmte Lzrrs, 21.1" ,.r..1rg's tap. *In lightweight insulating concrete applications, the fastener must penetrate the steel pan. **Drill -Tee" XHD® Fastener is not recommended for wood deck applications. 50 Product Data Sheets Vw-tr—A-17 lir! DEA* !Mel 1310, LZJ orm-Tie r cts.1.- op Naar Dad* 100° Lr- '0.7 .73 al LI CO•10 :or:: • ' V:1 1 tral.Sit• Pirtle War ,;;"•• 4" Pr 41&.t.•• LT orwthe-933a) pat) - • • 1 glicg;r47 1110-Tier Oadile au1OX tat$ ZIP Flail 4..113 13 crisme'r Orcill Rated EIP PIO regt§kilir. RIP tirtall Mr PIM Elm r4711 & Cr* Sir Pe Babel NV Ptak c7 fif t =Ix t., ofir rr toted 10tDoltiir Car i _ ) 'maw r_ Ms- Tra" Mai DIM Mai avo-i '377 7...; • I in.:°..z) vrokolterot) 1141111ke eattrallaX0 Pita• CL-2 • "•5:"T.70.40'" 1301-Ox'tor 41 Rd& AcalSesro•.- We! ' 'We 47 I) ,atioNri"1102.0 WU" CP Nide Occalawie Nib Lite • -§0060:=4"gtsr ors-acar IMO Stite PIMP Cop A Nth, 9:0100109' DOW- re Barlisi$133111 Mir Car 81-71 Vh.b0.4=1404#6? 13e11.1*" 244' Itirtarl Sari lide :L.-) • I 1110 Imator atm auggie grwommolist Etta 0Am Armattall Weft aal Th• Monte Nlitr" i' trx1 •••.' • L....)C4 Too IV IMI.Tist" Mary heckeset) Cr-P:r4.7), '4)•111•• 11^1 t • W.,. 2- s a• I 11.4.;;, w r z 4 ?in 1[73 inillaUnt COMM IMO MOM Cii11-114- LP firmordrio gra it IL an. .70- Vt.1..t.: IkliTte RAT finable= Lir MIL at :or a 4-47.7 Cirs-Tre eV Or. 44 • "Nt'r Lt' 51 Product Data Sheets 1101111.40 ada.001 $16.4swe Ilionsam 1111,11m Men r:__• ' • 1rOItP. trip-c4 :atm t71 rr,:tr) J f gr• . imm..* a tR ' - 1 Iftwawito Pleb figarliloa = 4 Urge z•-•/ C.rrrx4r 'mt." W11 ;AMC at. Ithiailbre iheisnuled; bulalithrs bm1 ti ^ Mera =" !I:10 PYC OCr M-) Agoiltie• hoorsemi listsialkin 7r. Acr • As C—=1tr4.0 Nen:n:11 Izcorr-: vi? imisoreigweffiese ftwarcis. Iva .k.A.L. *In lightweight insulating concrete applications, the fastener must penetrate the steel pan. 52 Product Data Sheets 7 Fume flis Omek) ,r cr4s-1,1-,• wet 117 De: CM 09—Itt.00—"IN Drfsase LametIrr • Ism • 4,1 (1.4 Cri-gre 'thew triale6 how, E• y Sure 3t.-:7 GlitSUM, casernots vox 11103111allik URIIIMENT MUM CONCIME ors -be 1.03241 lepad Mil 14° tacIV7 ---s Gs' -tatta I UII7 V3 rz :021 t L.1.71;= LIMEIGIft II1SLILA1116 CONCRETE Lisa Zak amoral Um Leap' re2r -111U iz rigor :3,4' - - 53 Product Data Sheets ENERGYGUARDTM & ENERGYGUARD" 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') (1.21 m x 1.21 m) Size* L'TTR 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 vr (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) 15.0 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 ENERGVGUARDTM & 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') (1.21 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 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) 1$`6 4 3/8" (111 mm) 15 720 48 2.4 240 (22.3 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 1$.9 4 3/8" (111 mm) 14 672 48 2.24 224 (20.8 sq. m) 10,752 (999 sq. m) 33" (84 mm) 19.2 4 3/8' (111 mm) 14 672 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" (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"12 (111 mm) 576 48 1.92 192 (17.8 sq. m) 9,216 (856 sq. m) 3.8" (97 mm) 22 3 4 3/8" (111 mm) 12 576 48 1.92 192 (17.8 sq. m) 9,216 (856 sq. m) 3`9" (99 mm) 23.0 4 3/8 (111 mm) 12 576 48 1.92 192 (17.8 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"11 (111 mm) 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) 10 480 48 1.6 160 (14.8 sq. m) 7,680 (713 sq. m) 4.5" (114 mm) 26.6 4 3/8"10 (111 mm) 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 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" (30.5 mm) 6.8 2 5/8" (66.7 mm) 38 912 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) 9'° 4 3/8" (111 mm) 34 816 24 10.88 1088 (101 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. rn) 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" (111 mm) 22 528 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" (111 mm) 20 480 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" (111 mm) 17 408 24 5.44 544 13,056 (1,213 sq. m) *Other sizes available upon request (continued next page) 56 Product Data Sheets ENERGYGUARD' & ENERGYGUARD"' 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 4' x 8') (1.21 m x 2.4 m Size* VTR 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"15 (111 mm) 360 24 4.80 480 (44.5 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 1.8.9 4 3/8"14 (111 mm) 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 (41.6 sq. m) 10,752 (999 sq. m) 3.5" (89 mm) 20.5 4 3/8"13 (111 mm) 312 24 4.16 416 (38.6 sq. m) 9,984 (928 sq. m) 3.6" (91 mm) 21.1 4 3/8"13 (111 mm) 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) 12 288 24 3.84 384 (35.6 sq. 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) 12 288 24 3.84 384 (35.6sq. 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 ENERGYGUARDT" & 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/Sq. Truck 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) Z 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) 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 ENERGYGUARDTh' AND ENERGVGUARDTM 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 ENERGYGUARD`m AND ENERGYGUARDT"' 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" (63.5 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 ENERGYGUARDT" HD TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Physical 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 1/2" (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 (4' (1.21 m x 2.4 m) 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 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 ENERGYGUARDTM' HD PLUS TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Physical Characteristics Shipping Information (4' x 4') (1.21 m x 1.21m) 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 96 4,608 96 7.68 384 (35.67 sq. m) 737.28 (68.5 sq. m) Characteristics Shipping Information (1.21 m x 2A m 4' x 8')Physical 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 2,304 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 24" 1 • 6 18" • • • • 5 7 6" 1 It 18" 6" • • • • 6" J 6" 6" -6"/ /-6",-61 "/-6 1 61 Product Data Sheets INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS (CONT.) 8 11 10 6" 6" 6" 12" 6" 6" 12 6"/ / 62 Product Data Sheets INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS (CONT.) 14 18 16 21 63 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS 4 24" A-12" 24" 6 12"---/ 5 64 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.) 14 16 15 18 66 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 20 22 21 23 67 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 24 26 25 28 68 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 29 31 30 33 69 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 34 35 41 70 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 42 43 45 71 Product Data Shee INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS 4 6 5 8 72 Product Data Sheets' INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 10 18' 14 12 16 73 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 18 22 20 24 74 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 26 te. 1r JFI/J 1 ril d , 30 • . • . • 61,12 671, 28 32 t1, 12' 112- 75 INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 1? 38 • • • • • • 1 • • • • • .. • • • • • 17` rtT*�6'i-12` I6' to- 36 12-J,12"T 17 I_B"I 40 76 Product Data Sheets INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 42 46 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • 44 48 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ► trlie146°J,6f6161,61, 77 Section 3: Specification Tables & Guidelines TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR OFF • MECHANICALLY ATTACHEDSYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech. Attached Adhesive/ LRP ISO Gypsum Board Wood Fiber/ Perlite EPS/XPS Fanfold' 3/6 of (85/170g) Polymat VersaShield'Solo* None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Ves Yes Yes Yes Yes Yes Yes Ves 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 Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes Yes Yes Yes yes Yes Ves Yes Yes Yes Yes Yes ' Fanfold to be used as an overlay board only. 2 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. TPO SPECIFICATION TABLE • RE•COVER • MECHANICALLY ATTACHED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech, Fast, Adhesive/ LRF4 ISG Gypsum Board Wood Fiber/ Perlite' EPS/XPS Fanfold' 3/6 of (85/170g) Polymat VersaShield'Solo"' None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single -Ply Membrane Ves Yes Yes Ves Yes Yes Yes Yes Yes yes Yes Yes Yes Yes Yes Yes yes Granule• Surfaced BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Gravel•Surfaced BUR/MB' Yes Yes Yes Yes Yes Yes Yes Yes Yes T Yes Yes Yes Yes Yes Standing Seam Metal' Yes Yes Yes Ves 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. 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. S All loose gravel must be removed: 6 When recovering 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, Lsi Adhesive/ ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS Fanfold' 3/6 oz, (85/170 g) Polymat o 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 Ves Yes Yes Ves Ves Yes Yes Yes Yes Ves Structural Concrete & Gypsum Yes Yes Yes Yes Yes' Yes1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Lightweight Insulating Concrete Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Yes Cementitiaus Wood Fiber Yes Yes Ves Yes Yes1 Yes' Yes Yes Yes Yes Ves Ves Yes Yes Yes Yes XPS/Fanfold in combination with a 3/6 oz, (85/170 g) polymat separator, 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, PVC SPECIFICATION TABLE • RE•COVER • MECHANICALLY ATTACHED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech Fast, Adhesives MP ISO Gypsum Board Wood Fiber/ Perk& EPS/ XPS Fanfold 3/6 °i' (85/170 g) Polymat VersaShield' Solo" None Smooth Fleece (FB) Smooth BUR/MB. Yes Yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes 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 Yes Yes3 Yes3 Yes Yes Yes yes Yes Yes Yes Yes Yes3 Yes yes Gravel -Surfaced BUR/MB' 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, 3 XPS/Fanfold in combination with a 3/6 oz. (85/170 g) polymat separator, ° Fanfold to be used as an overlay board only. Low rise foam or hot asphalt for cricket and saddle attachment. If specification requi es insulation to be adhered in a mechanically attached system, u e 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 INSULATION ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (Meets FM attachment requirements) NUMBER OF FASTENERS Insulation Type Board Size Thickness Fasteners/Board Field Perimeter Comer Polyiso 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) .?1.3" (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 mx 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) 1..3" (33 mm) 5 5 5 Expanded 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 m 6 6 6 4'x8' (1.2 m x 2.4 m) 1..3" (33 mm) 5 5 5 Fanfold — TPO or Fleece- back PVC only Fanfold2 3/8" min (10 mm) 2-1-2-1-2 2-1-2-1-2 2-1-2-1-2 Gypsum Boar& 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. 2Fanfold 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. 2Z gaugerDRILL-TECTM (#14) or Fastener (#12) DRILL-TECTM 3" (76 mm) Galvalume 3/4" (19 mm) through the deck Wood — plank, OSB and plywood sheathing DRILL-TEC" (#14) or Fastener (#12) DRILL-TEC" 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-TECTM 3" (76 mm) GYPTEC" Plate 1 1/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL-TEC'" Polymer GYPTEC"" Fastener DRILL-TECTM 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. 'Smooth PVC must have 3/6 oz. (85/170 gr) polymat separator sheet or fleece -back. 'Includes approved DensDeck® and Securock° Roof Board products. '24-26 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' 1 1 (0-10 m) <200' 35-100' 2 2 (61 m) (10-30 m) >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 >_200 (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-TECTM' XHD (#15) Fastener DRILL-TEC" 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-TECTM 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-TEC" 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 TEC' #14 Fastener DRILL-TEC" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TEC' #14 Fastener DRILL-TEC' Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 22 ga. high strength (80 ksi) 750 DRILL TECTM SXHD (#21) DRILL-TEC'" 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-TEC'" XHD (#15) Fastener DRILL-TEC'" 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-TEC" XHD (#15) Fastener DRILL-TEC" 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. standard' 350 DRILL-TEC" XHD (#15) Fastener DRILL-TEC'" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TEC" XHD (#15) Fastener DRILL-TEC'" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TECTM XHD (#15) Fastener DRILL-TEC" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TEC" #14 Fastener DRILL-TEC'" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECTM #14 Fastener DRILL-TEC'" 2" (51 mm) double barbed 3/4" (19 mm) through the deck 6" (152 mm) o.c. '90 psf is attachment pattern to provide 90 Ibf/ft' (5.3 kPa) of up ift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. '24-26 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 TPO & PVC MEMBRANE ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (CONT.) (10' [3.05 m] field sheets) Deck Type Typical Pull- out Values (Ibs) Fastener Type Plate Penetration Standard Pattern 90 psf Pattern 2" (51mm) Nominal Wood Plank 800 DRILL-TEC'#14 Fastener or DRILL- TEC'" (#15) XHD Fastener DRILL-TEC" 2 3/8" (61 mm) barbed XHD 1" (25 mm) into the deck 12" (305 mm) o.c. c 6" (152 mm) o.c. 800 DRILL-TEC" #14 Fastener or DRILL -DRILL TEC'" (#15) XHD Fastener TECTM Eye Hook° AccuSeam° Plate 1' (2512" into the deck (305 mm) o.c. c 6" (152 mm) o.c. 1" (25mm) Nominal Wood Plank 450 DRILL TEC'"#14 Fastener or DRILL TEC'" (#15) XHD Fastener DRILL-TEC' 2 3/8" (61 mm) barbed XHD 1" (25 mm) through the deck 9" (229 mm) o.c. 450 DRILL TEC'" #14 Fastener or DRILL TEC" (#15) XHD Fastener DRILL-TEC" Eye Hook° AccuSeam° plate 1" (25 mm) through the deck 9" (229 mm) o.c. 3/4" (19mm) Nominal Plywood 525 DRILL TEC"#14 Fastener or DRILL-6' TEC" (#15) XHD Fastener 2DRILL-TEC" 2 3/8" (61 mm) barbed XHD 1" (25 mm) through the deck 12" (305 mm) o.c. (152 mm) o.c. 525 DRILL TEC'"#14 Fastener or DRILL -Hook TEC" (#15) XHD Fastener DRILL-TEC" Eye AccuSeam° Plate 1" (25 mm) through the deck 12" (305 mm) - o.c. 6" (152 mm) o.c. 15/32" (12mm) Plywood or OSB 350 350 DRILL TEC"#14 Fastener or DRILL- TEC" (#15) XHD Fastener DRILL TECTM 3/8" (61 mm) barbed XHD 1" (25 mm) through the deck 6" I (152 mm) o.c. 350 DRILL-TEC'"#14 Fastener or DRILL -Hook° TEC'" (#15) XHD Fastener DRILL-TEC" Eye AccuSeam° Plate 1" (25 mm) through the deck 6" (152 mm) o.c. Structural Concrete 700 DRILL TEC'"#14 Fastener DRILL-TEC" 2 3/8" (61 mm) barbed XHD 1" (25 mm) into the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 700 DRILL-TEC""#14 Fastener DRILL TEC'" Eye Hook° AccuSeam° Plate 1" (25 mm) into the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 900 DRILL-TEC" CD-10 DRILL-TEC" 2 3/8" (61 mm) barbed XHD 1" (25 mm) into the deck 12"6" (305 mm} o.c. (152 mm) o.c. 900 DRILL-TEC'' CD-10 DRILL-TECTM Eye Hook° AccuSeam° Plate 1" (25 mm) into the deck 12"6" (305 mm) o.c. (152 mm) o.c. 900 DRILL-TEC'" CD-10 DRILL-TEC" 2 3/4" (70 mm) double barbed SXHD 1" (25 mm) into the deck (305 mm) o.c. I (305 mm) o.c. 90 psf is attachment pattern to provide 90 Ibf/ft' (5.3 kPa) of uplift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. Note: For designing at elevated uplift pressures, please consult the current FM Approval Guide/ROOFNAV. 86 Specification Tables & Guidelines TPO & PVC MEMBRANE ATTACHMENT TABLE - MECHANICALLY ATTACHE© SYSTEMS (CONT.) (10' [3.05 m] field sheets) Deck Type Typical Pull- out Values Ilbsl Fastener Type Plate Penetration Standard Pattern 90 psf Pattern Lightweight Insulating Concrete, 22 ga. standard form 450 DRILL-TECTM XHD (#15) Fastener DRILL-TECTM 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the form 12" (305 mm) o.c. 6" (152 mm) o.c. 450 DRILL TECTM XHD (#15) Fastener Drill-Tec" Eye Hook° AccuSeam° Plate 3/4" (19 mm) through the form 12" (305 mm) o.c. 6" (152 mm) o.c. 350 DRILL TECTM #14 Fastener DRILL-TECTM 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the form 6" (152 mm) o.c. 350 DRILL-TEC' #14 Fastener Drill-Tec" Eye Hook° AccuSeam® Plate 3/4" (19 mm) through the form 6" (152 mm) o.c. Lightweight Insulating Concrete, 24 ga. standard form 350 DRILL-TECTM XHD (#15) Fastener DRILL-TEC" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the form 6" (152 mm) o.c. 350 DRILL-TECTM XHD (#15) Fastener Drill-Tec"" Eye Hook" AccuSeam° Plate 3/4" (19 mm) through the form 6" (152 mm) o.c. 350 DRILL-TECTM #14 Fastener DRILL-TECTM 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the form 6" (152 mm) o.c. 350 DRILL TEC'" #14 Fastener Drill TecTM Eye Hook AccuSeam° Plate mm) (19 the through(152 g form „ mm) o.c. Gypsum Concrete 400 DRILL TEC" Polymer GYPTEC " Fastener DRILL-TECTM GYPTEC'" 2" (51 mm) barbed 1 1/2" (38 mm) into the deck 9" (229 mm) o.c. 6" (152 mm) o.c. Cementitious Wood Fiber 300 DRILL-TECTM Polymer GYPTEC" Fastener Drill Tec'" Eye Hook° AccuSeam° Plate 1 1/2" (38 mm) into the deck 6" (152 mm) o.c. '90 psf is attachment pattern to provide 90 lbf/ft2 (5.3 kPa) of uplift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. Note: For designing at elevated uplift pressures, please consult the current FM Approval Guide/ROOFNAV. 87 MEMBRANE TYPE INSULATED & NON -INSULATED TPO MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EMBRANEATTACHMENT EVERGUARD® TPO MEMBRANE DRILL•TEC"' FASTENERS U TRATE SLIP SHEET OR FIRE BARRIER IF REQUIRED) CONSTRUCTION TYPE INSULATION MEMBRANE TYPE T = TPO CONSTRUCTION TYPE N=NEW R = RECOVER T = TEAR OFF COMPLETE) INSULATION I = INSULATED N = NON -INSULATED T MA N I 60 NE ATTACHMENT ECHANICALLY ATTACHED 45 45FB MEMBRANE (THICKNESS AND TYPE) 45= 45 MIL SMOOTH 60 = 60 MIL SMOOTH B0= BD MIL SMOOTH 45FB = 45 MIL FLEECE -BACK 60FB = 60 MIL FLEECE•BACK 80FB = B0 MIL FLEECE -BACK 50EX= 50 MIL EXTREME 60EX = 60 MIL EXTREME 70EX = 70 MIL EXTREME 80EX = BD MIL EXTREME 50EXFB = 50 MIL EXTREME FLEECE•BACK 60EXFB = 60 MIL EXTREME FLEECE•BACK 70EXFB = 70 MIL EXTREME FLEECE -BACK 80EXFB = 80 MIL EXTREME FLEECE -BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB 50EX 50EXFB 80 80FB 60FX 60EXFB MINIMUM MEMBRANE REQUIREMENTS 70EX 70EXFB 80EX 80EXFB 1, For a non-insula ed recover with smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz.fsq. yd. (102 or 203 gisq,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. MEMBRANE TYPE P EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE E BRANE ATTACHMENT MA EVERGUARD. PVC MEMBRANE DRILL-TEn FASTENERS SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) CONSTRUCTION TYPE INSULATION N T N MEMBRANE TYPE P = PVC CONSTRUCTION TYPE N = NEW R RECOVER T = TEAR OFF (COMPLETE) INSULATION I = INSULATED N NON -INSULATED P MA N I 60 ME NE ATTACHMENT MA = MECHANICALLY ATTACHED 50 50FB MEMBRANE (THICKNESS AND TYPE) 50 = 60 80 50F8 60F8 80F8 = GUARANTEE LENGTH UP TO YEARS) 60 60FB MINIMUM MEMBRANE REQUIREMENTS 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE -BACK 80 MIL FLEECE -BACK 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 gisq.m.) polymat 00 or VersaShield® Solo TM Fire -Resistant Slip Sheet, 1/40 2. New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended -length guarantees. sitiP1sLAS Pa_42C41V Aftepitie a BRANEIYPE INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EMBRANEATTACHM NT EVERGUARDI PVC MEMBRANE DRILL-TE FASTENERS SUBSTRAT SLIP SHEET OR FIRE BARRIER (F REQUIRED) CONSTRUCTION TYP INSULATION MEMBRANE TYPE P = PVC CONSTRU ON TYPE N NEW R 7 RECOVER T ; TEAR OFF (COMPLETE) INStJLATION INSULATED N ; NON -INSULATED P MA N I 60 EMBRANEATTACHMENT A MECHANICALLY ATTACHED 50 50FB 50XK 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 -SACK 80FB 7 BO MIL FLEECE -BACK 50XK = 50 MIL SMOOTH 60XK r. 60 MIL SMOOTH 80XK 7' 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE -BACK BOXKFB BO MIL FLEECE -BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB 60XK 60XKFB MINIMUMMINIMUMMEMBRANE REQUIREMENTS 20 80 8OFB 80XK BOXKFB 1, For a non -insulated re-cover with smooth membrane on y: Slip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 Op.) polymat or VersaShielde Solo TM 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 (FBI Adhesive' Hot Asphalt Steel Yes Yes Yes Yes4 Ves Yes Yes Yes Yes Yes Yes4 Yes Yess Yes Yes Ves Yes Yes Yes Yes Wood Yes Yes Yes3 Yes Yes Yes4 Yes Yes Yes Yes Yes Yes Yes3 Yes Ves Yes4 Yes Yes Yes5 Yes Yes Yes) Yes Yes Yes Yes3 Yes Yes Structural Concrete &Gypsum Yes Yes Yes Yes Ves Yes4 Yes Yes Yes Yes Yes Yes Ves Yes Yes4 Yes Yes Yes5 Yes Yes Yes Yes Yes Yes4 Yes Yes Yes Lightweight Insulating Concrete Yes Yes8 Yes3 Yes Yes Yes4 Yes Ves Yes Yes Yes8 Yes3 Yes Yes Yes4 Yes Yes5 Yes5 Yes Yes8 Yes3 Yes Ves Yes4 Yes Yes3 Yes Yes Cementitious Wood Fiber Yes Yes Yes3 Yes Yes Yes4 Yes Yes Yes Yes Yes Yes3 Yes Yes Yes4 Ves Yes Yes5 Yes Yes Yes) Yes Yes Yes Yes Yes3 Yes Yes ' No hot attachment of XPS or EPS. ' Cover board required, Cover board cannot be attached with hot asphalt. 3 Insulation/membrane can be installed in hot asphalt only when mopping to mechanically attached base sheet, 4 Wood fiber only with bonding adhesives. 6 Attachment of membrane must be with water -based adhesive, 6 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 6 Moisture content must be less than 15%, otherwise a base sheet is required. TPO SPECIFICATION TABLE • RE-COVER. ADHERED SYSTEMS Existing Roofing System Type YP Insulation/Substrate Attachment Insulation/Substrate Membrane Attachment Membrane Type Mech Fast. Adhesive , Hot Asphalt, ISO Gypsum Board Wood fiber'/ Perlite' EP5 /XPS 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 PlyYes Membrane Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes5 Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Granule SurfacedYes BUR/MB Yes Yes Yes8 Yes Yes Yes5 Yes Yes Yes Yes Yes8 Yes Yes Yes5 Yes Yes6 Yes Yes Yes8 Yes Ves Yes Yes yes Yes Yes Gravel SurfacedYes BUR/MB Yes Ves Yes Yes Yes5 Ves9 Yes Yes Yes Yes Yes Yes5 Yes9 Yes6 Yes Yes Yes Ves Yes Yes Yes Yes Standing Seam Metal' Yes _ Yes Yes Yes5 Yes Yes - Yes Yes Yes Yes Yes5 Yes Yes6 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 0lybond5008 Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive. ' Includes 0lybond5008 Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive 6 Prime with MATRIX'" 307 Premium Asphalt Primer. 9 Fanfold is not acceptable, PVC 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 EPS2/ XPS2 None Adhered Smooth Fleece FB I Adhesive' Hot Asphalt Steel Yes Yes Yes Yes Yess Yes Ves Yes Yes Yes Yes Yess Yes Yes4 Yes Yes Yes Ves Yes Yes Yes Ves Wood Yes Yes Yes3 Yes Yes Yes' Yes Yes Ves Yes Yes Yes3 Yes Ves Yess Yes Yes Yes4 Yes Yes Yes3 Yes Ves Yes Yes3 Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Ves Yess Yes Yes Yes Yes Yes Yes Yes Yess Yes Yes Yes4 Yes Yes Yes Ves Yes Yes Yes Yes yes Lightweight Insulating Concrete Yes Yes8 Yes3 Yes Yes Yess Yes Yes Yes Yes a Yes3Yes Yes Yes s Yes Yes 4 Ves 4 Yes Yes8 Yes3 Ves Yes Yes Yes Yes3 Yes yes Cementitious Wood Fiber Yes Yes Yes3 Yes Yes Yess Yes Yes Yes Yes Yes3 Yes Yes Yess Yes Yes Yes4 Yes Yes Yes3 Yes Yes Yes Yes Yes3 Yes Yes No hot attachment of XPS or EPS, Cover board required. 6 Insulation/membrane can be Installed in but asphalt only when mopping to mechanically attached base sheet, Membrane attachment must be with water -based adhesive, Wood fiber insulation only, 6 Includes Olybond500m 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, 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' EPS1/ XPS' None Adhered Smooth Fleece (FB) Smooth BUR/MB Adhesive' Hot Asphalt Yes Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes Yess Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Ves 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 Ves Yes5 Yes Yes6 Yes Yes Yes9 Yes Ves Yes Yes Ves Yes Ves Gravel SurfacedVes BUR/MB Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes5 Yes10 Yes6 Yes Yes Yes Yes Yes Yes10 Yes Yes Standing Seam Metal' Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes5Yes Yes6 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. Wood fiber insulation only. '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, Includes 0lybond500' Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive 9 Prime with MATRIX'"' 307 Premium Asphalt Primer, 10 Fanfold is not acceptable. Specifica` ion Tables & 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 (1.2 m x 1.2 m) 1" - 1.4" (25mm x35.5mm) 8 12 16 4'x4' (1.2 m x 1.2 m) 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 4'x8' (12 mx2.4m) .5" - 1.4" (13 mm x 36mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 1" - 1.4" (25mm x35.5 mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 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 4'x4' (1.2 m x1.2 m) 1" -1.4" (25 mmx355mm) 8 12 16 4'x4' (1.2 m x 1.2 m) 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" (25 mmx355 mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 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" (6 mm x16 mm) 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 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 INSULATION ATTACHMENT TABLE - ADHERED SYSTEMS (CONT.) TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 gauge)' DRILL 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-TECTM Polymer GYPTECTMFastener 3" (76 mm) Galvalume 1 1/2" (38 mm) thread into the deck ' Requires a coverboard. '24-26 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•INSU ATED TPO ADHERED SYSTEMS SPEC ICPION PLATE E ATTACH 1/40 1. New & Tear -off only Minfrum2 layers of insulation. Refer to the Guaart Requirernerts Tat r acc't Cia eq.irernerts or agar oec -lengtf guarantees S1Rt1iONTYPE CONSTRUCTION TYPE .R;NEY1 RECNER T. !IAN ;./FF '1Om,E7E INSULATTCN I - IsLArED NON,IfjlA7ED FA R I 60FB TIELIBRAlf ATTACHMENT *ARAM (THONESS MD TYPE) 4 10.i. SM. SMOOTH I& SVOIAH FlEcCEE ElAcBACKK 6t FE • 8E. MI, FLEECE BACK VEX EXTREME (EX; A41, EXMENE EXTREME (LUCE BACK ef:EXFR: FH;C4 ;iACK GUARANTEE LENGTH UP TO (YEARS) SEX REXFB fax tiCEVE /OEX 7: EKFE3 IML1lMEWERANE REGURBIENTS 80EX 8OEXFB MEMBRANE TYPE EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE EMBRANE ATTACHMENT EVERGUARD° PVC MEMBRANE EVERGUARD° ADHESIVE NSTRUCTION TYPE INSULATION MEMBRANE TYPE P. PVC CONSTRUCTION TYPE N=NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION kINSULATED N = NON.INSULATED P FA R N 60FB MEMBRANEATTACHMENT FA=ADHERED MEMBRANE (THICKNESS AND TYPE) 50 50 MIL SMOOTH 60 60 MIL SMOOTH 80= 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60F8 = 60 MIL FLEECE -BACK 80FB = 80 MIL FLEECE -BACK GUARANTEE LENGTH UP TO (YEARS) 15 20 P FA N R T N 50 50FB 60 60FB 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.lsq. yd. (102 or 203 g.lsq.m.) polymat orVersaShield® Solo TM Fire -Resistant Slip Sheet. 2. New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended length guarantees. INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE EMBRANE ATTACHMENT EVERGUARD' PVC MEMBRANE EVERGUARD. ADHESIVE NSTRUCTION TYPE INSULATION MEMBRAN E P PVC CONSTRUCTION TYPE N NEVV R = RECOVER T . TEAR OFF (COMPLETE) P FA R SRANE ATTACHMENT FA = ADHERED 50 50FB 50XK INSULATION .INSULATED N NON -INSULATED 60FB NE (THICKNESS AND TYPE) 50 50 MIL SMOOTH 60 60 MIL SMOOTH 80 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB = 60 MIL FLEECEBACK 80FB 80 MIL FLEECE -BACK 50XK c 50 MIL SMOOTH 60XK . 60 MIL SMOOTH BOXK = BO MIL SMOOTH 60XKFB . 60 MIL FLEECE•BACK BOXKFB 80 MIL FLEECEBACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB 60XK 60XKFB MINIMUM MEMBRANE REQUIREMENTS 20 80 BOFB BOXK 80XKFB Specification Tables & Guidelines LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE Decks For Direct Adhesion To Fleece -Back Membranes Only Yes Notes 28-day minimum cured time. Adhesion test required' Structural Concrete (New) Structural Concrete — Reroof (structural concrete deck that had an existing roof and contains residual asphalt) Yes Adhesion test required' Lightweight Structural Concrete Yes 28-day cure on new poured decks. Adhesion test required' Lightweight Insulating Concrete Yes Less than 15% moisture content. Adhesion test required' Plywood (CDX) Or Oriented Strand Board (OSB) Yes Wood Planking Yes Poured Gypsum Yes Adhesion test required' Pre -Cast Gypsum Yes Adhesion test required Cementitious Wood Fiber (Tectum) Yes Adhesion test required' Steel N/A Asphaltic Base Sheet** Unmodified Fiberglass / Asphalt Sand / Smooth Surface Base Sheet Yes Adhesion test required SBS Modified Asphalt Sand / Smooth Surface Base Sheets Yes Adhesion test required APP Modified Asphalt Sand / Smooth Surface Base Sheets Yes Adhesion test required Approved Insulations (May be adhered to each other or the decks listed above) Yes Maximum board size is 4'x4' (1.2 m x II m) Polyisocyanurate (flat / tapered) High -Density Polyiso Cover Board Yes zrx 8' (1.2 m x 2.4 m) boards approved High -Density Wood Fiber Yes DensDeck. Yes 4)(4' (1.2 m x 12 m) boards approved DensDeck*Prime Yes 4)(4' (1.2 m x 1.2 m) boards approved . SECUROCK Yes (x4' (1.2 m x1.2 m) boards approved Perlite Insulation Yes 3ir (18 mm) minimum Extruded Polystyrene (XPS) Yes Expanded Polystyrene (EPS) Yes (continued next page) 100 S��<������*`��' T�4^|������W'~���l'[l��' ' _r '''--- '' '~~~-~~-~~ Guidelines ~ LOW-RISE FOAM (mF) ADHESIVE SECUREMENT TABLE Decks For Direct Adhesion nzFleece-Back Membranes Only � / - � | Direct - | | ~_--~~.m._" _ mmcs ` Existing Smooth Surface Built -Up Roof (with nocoating) Yes Adhesion test required' Existing Smooth Surface Built -Up Roof (with new asphalt glaze coat) Yes Adhesion , nequired Existing Smooth Surface Built -Up Roof (with any type ofcood 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 guUt- Yes Adhesion test equined / Existing Roof Insulation (after removal ofexisting roof) Yes Contact GAF Technical Services. Must beanapproved insulation that is secured and not wet or damaged. -_—_� SOS WOW Asphatt M. _ ^ Smooth SaSPly — Base orCap Sheet (with sand surfacing with nngranules or coating) �— Adhesion test required' Smooth SBSPly — Base nrCap Sheet (with new asphalt glaze coat) Yes Adhesion test required' Existing S8SModified Bitumen Roofs (with any type ufcnati Yes Adhesion test requi/ed+, Existingk»ineo|'Surfaced SBSModified Bitumen Roofs Yes Adheuonte� mqui,ed z (continued next page) ���� ^~"" Specification Tables & Guidelines LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE (CONT.) Decks For Direct Adhesion To Fleece -Back Membranes Only •".. .. �, mot, d%,rc '%fj'+' '`" tr ,tt/1" s'"r APP Modified Asphalt Rood, .;t YS 1 Ji' Notes t/'ff p• 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"$ Existing Mineral -Surfaced APP Modified Bitumen Roofs Yes Adhesion test required' Coal1r Bo' Up 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 EP£}I Roofs Yes Spatter ¢:#Bern cs r w. ir Single -Ply Roof Po/ CrPV l/A 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) • OlyBond500° 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. 'Excludes silicone coatings. PERIMETER SECUREMENTTABLE Building Width Building Height Area Width Adhesive Bead Spacing 0-34' (0-10 m) 5' (1.5 m) 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'Method' Application EverGuard' TPO EverGuard Extreme' TPO EverGuard' PVC EverGuard' PVC XK EverGuard' PVC KEE Smooth Fleece -back Smooth Fleece -back Smooth Fleece -Back Smooth Fleece -Back EverGuard WB 181 Bonding Adhesive Roller Yes4 Yes' Yes' Yes' No Yes' No Yes' EverGuard Low VOC TPO Bonding Adhesive Roller Yes4 No Yes4 No No No No No EverGuard°g1121TP0 Bonding Adhesive Roller Yes' No Yes° No No No No No EverGuard°112331PVt 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 AdhesiveM Ribbon No Yes' No Yes' No Yes' 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 Adhesives (including Cold Weather Formula) Ribbon No Yes' No Yes' No Yes' No Yes' Spatter 0IyBond500°Canister Ribbon No Yes' No Yes' No Yes' No Yes' Spatter Not 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. t 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, 'One-sided application: adhesive applied to top of substrate only. ° Two-sided application: adhesive applied to both top of substrate and bottom of membrane. '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 © owner or its consultants to determine with certainty if the membrane is suitable for the particular needs of the building, W Specification Tables & Guidelines EVERGUARD® MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE Adhesive Type' Application Method' Approximate Coverage Rates3 Smooth' Fleece -backs EverGuard° WB 181 Bonding Adhesive' 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 ml) 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 m') Not Approved LRF Adhesive M7" (Including Low Temp)" (25 mm) Wide 1 Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 - 600 ft' (37 - 56 rn2) Bag -In -Box (A+B) Not Approved 1,800 - 2,200 ft' (167 - 204 m') Drum Not Approved 20,000 - 25,000 ft' (1,858 - 2,322 rn2) LRF Adhesive 0 1" (25 mm) Wide Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 - 600 ft' (37 -56 m2) Bag -In -Box (A+B) Not Approved 1,700 - 2,000 ftz (158 - 186 m2) OlyBond508 Canister' Spatter Method Canister -In -Box (A+B) Not Approved 3.75 Ib, /100 ft2 (0.18 kg/ rn2) GAF 2-Part Roofing Adhesive" Spatter Method Canister -In -Box (AB) Not Approved 3.75 Ib, /100 ft2 (0.18 kg/ m2) Hot Asphalt Mopped Not Approved 25 lb. /100 ft' (1.22 kg/ m') (Notes continued next page) 104 Specificaion Tab es & Guidelines EVERGUARD® MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE (CONT.) 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'TM NDL. 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. 'Apply to the roof substrate surface ONLY. 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. 8 TPO LRF Adhesive M Low Temp cannot be used for adhering fleece -back PVC membranes. 9 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 0 rn 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 az Polymat VersaShield' Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Structural Concrete & Gypsum 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 Ves Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes Yes Yes yes Yes Yes Yes Yes Yes Yes TPO 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 of or 6 of Polymat VersaShleld' Solo" None Smooth Fleece (FB) Smooth BUR/ MB Yes Yes Yes Yes Yes Yes Ves 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/MB' Yes Yes Yes Yes Ves 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, PVC 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 of or 6 ozPolymat VersaShield'Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes' Yes1 Ves 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 Ves' yes Yes Ves 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 Ves Yes Yes Yes Yes Yes Yes Yes EPS/XPS in combination with a minimum 3 oz/sq. yd, (102 g/sq, m,) Polymat separator for smooth PVC membrane, PVC 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 of or 6 o:Polymat VersaShlelde Solo'" None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Ves Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single -Ply Membrane Ves Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Granule Surfaced BUR/MB Yes Yes Yes Ves Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB4 Yes Yes Ves Ves Yes2 Yes3 Yes Yes Yes Yes Yes Yes Yes 1 Roof moisture scan required for use of perlite/wood fiber in re-cover roofing systems. EPS/XPS in combination with a minimum 3 oz./sq. yd. (102 g/sq, m.) Polymat separator with smooth PVC membrane. Must be used with EPS/XPS insulation. 4 Re-cover over coal tar pitch roofs is not allowed. Specification Tables & Guidelines BALLAST TYPE AND APPLICATION REQUIREMENTS BALLAST TYPE BALLAST WEIGHT/SQ. FT. MEMBRANE PROTECTION ASTM 0448, 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 0448, 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 Specification 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 lbsisq. 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). PARAPET HEIGHT CORNER PERIMETER FIELD 2"-12" (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. 111 EU8RE INSULATED & NON -INSULATED TPO BALLAST APPLIED SYSTEMS SPECIF CATION PLATE 8 IA51 EA SLU'9EI: I BAWD REcAJIREI) EVE4GuARD WOW:MANE SUBS1NA1E SuP ,HEET OR FIRE BARRIER 1,11.81GuIRED I4ULAT WNW R'Rf,M.'Ek 'EA DrF TAA,IP_ETE 14.1LATION JAC ,,IV:b.lh,101.'ELI T BA R I 6OFB 5 • 4; IA. JAL 1,1cy.:01- A: ic WE • 15 AIL FLEE% BAD( Mt f.LEV.E a:FE, 8; Nit F,FECE EKV. liE,1 • ANL EATENE A:D, • A: la ErRivE Loa; Id E)Fti,, A!: YR. Er9EPE EioARAA TEE LEWD' UP TO 2 25' 1 5 T BA N R T N 45 45FB 6C 60F8 5,0EX 50EXFB 8; 81;5 E0EA ELEXYD 7(EX EAPE 80EX 80EXFB 1. New & Tear -off. linimum 2 layers of insulation, Refer to the Guarantee Requirements Table for am t, orts1 rec Jrerr ern or erer ncr.J' g„arantess Note If reusing ballast. Slip sheet or bre brie required; 3 or 6 oi,/se 0. ;102 or 203 m polyma! VersaS d *So)o Fire-REIS:AM S p Shsel MEMBRANE TYP EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE BALLAST EMBRANEATTACNME SLIP SHEET OR FIRE BARRIER REQUIRED) EVERGUARe PVC MEMBRANE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) UC11ONTYPE INSULATION P . PVC NE TYPE CONSTRUCTION TYPE N.NEW R . RECOVER T = TEAR OFF (COMPLETE) INSULATION I = INSULATED N = NON -INSULATED P BA R N 60FB EMBRANEATTACH ABALLAST APPLIED MEMBRANE (THICKNESS AND TYPE) 50 . 60 = BO . 50FB 60FB 80FB = GUARANTEE LENGTH UP TO (YEARS) MINIMUM MEMBRANE REQUIREMENTS 50 MIL SMOOTH 60 MIL SMOOTH BO MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE -BACK 80 MIL FLEECE -BACK 1. For a non -insulated re-cover 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. 2. New & Tear -off only. Refer the to Guarantee Program section for additional requirements on extended length guarantees. EM EMB INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE BALLAST SLIP SHEET OR ARE BARRIER (IF REQUIRED) EVERGUARe PVC MEMBRANE ENT SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) CONSTRUCTION TYPE INSULATION MEMBRANE TYPE P=PVC CONSTRUCTION TYPE N=NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION I=INSULATED N = NON -INSULATED P BA R N 60FB MBRANEATTACH MENT BA = BALLAST APPLIED 50 50FB 50XK MEMBRANE (THICKNESS AND TYPE) 50= 50MIL SMOOTH 60 = 60 MIL SMOOTH 80 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB = 60 MIL FLEECE -BACK 80FB = 80 MIL FLEECE -BACK SOXK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH BOXK = 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE•BACK BOXKFB = 80 MIL FLEECE -BACK GUARANTEE LENGTH UPTO(YEARS) 60 60FB 60XK 60XKFB MINIMUM MEMBRANE REQUIREMENTS 80 80FB 8OXK 80XKFB 1. For a non -insulated re-cover smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz.isq. yd. (102 or 203 g/sq.m.) polymat or VersaShield® SoIoTM Fire -Resistant Slip Sheet. TPO OR PVC SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • RHINOBOND' SYSTEMS Deck Insulation/ Substrate Attachment Insulation/Substrate Membrane Type Mechanically' ISO Gypsum Board Wood fiber/ Perlite EPS/ XPS2 VersaShield' Solo" None Smooth Steel' Yes Yes Yes Yes Yes Yes Wood' Yes Yes Ves Yes Yes Yes Yes Yes Structural Concretes Yes Yes Yes Yes Yes Yes Yes ' Insulation is mechanically attached using the Drill•Tec'm 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 RhinoBondi 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, 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 4 VersaShield' 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/MB5 Yes Yes Yes Yes Yes Yes Yes Standing Seam Metal (22 ga.) Yes Yes Yes Yes Yes Yes ' Insulation is mechanically attached using the Drill-Tece' RhinoBond® Attachment System. Roof moisture scan required for use of perlite/wood fiber in re-cover systems. 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, ° Cover board required for Fanfold. The use of this board in the assembly is acceptable, but not as the top layer. All loose gravel must be removed. DRILL•TECrM RHINOBOND° 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) DrillTec" RhinoBond Plate 1" (25 mm) Thru Deck 8,12,16 N/A N/A 2" (Slmm) 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) 4501bf(204 kgf)Drill-Tec"XHD #15 3"(76 mm)Drill-Tec" RhinoBond' Plate 3/4" (19 mm) Thru Deck 6, 9,12 6,10,15 N/A 600 Ibf (272 kgf) Drill-Tec"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')] 700Ibf (317 kgf) Drill -Tee" HD #14 3 (76 mm) DrillTec " RhinoBoncr Plate 1" (25 mm) Into Deck (3/16" (4,7 mm) Pre- required] drilled hole re q ) 6, 9,12 6,10,15 8,15, 20 6, 9,12 9001bf (408 kgf) Drill-Tee-10 3 (76 mm) Drill Tec " RhinoBond Plate 1" (25 mm) Into Deck (7/32„ (5,5 mm) Pre- drilled hole required] 6, 9,12 6,10,15 8,15, 20 6, 9,12 'The Drill -Teem RhinoBond® Attachment System is not acceptable for gypsum, lightweight insulating concrete, cementitious wood fiber, or 02 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'm 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 IPDS 1-28 and 1-29 for detailed installation requirements and recommendations for FM -approved installations. j DRILL•TEE'rr' RHINOBOND' 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.)' Field Perimeter Corner 5 ft, (1,52 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) 14ga.50 ksi Min.( ) Min. 12 ga. (36 ksi) 18" (452 mm) 10.5" (267 mm) 7" (178 mm) 90 psf Min. 14 ga. (50 ksi) 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 IPDS 1.28 and 1.29 for detailed installation requirements. Membrane must be attached to the Drill-TecTm RhinoBand® 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•Tecrm Purlin Fastener embedment is required. DRILL. Er RHINO BOND°ATTACHMENT SYSTEM. WOOD PURLINS Fastener Spacing Along Wood Joist Wood Joist Spacing' Plate Contributory Area Per Fastener Fastener Fastener Embedment' Uplift Membranes Qualified 12 in. (305 mm) 96 in. (2,44 m) Drill -Tee RhinoBond'TPO XHD 8 ft' (.743 m) 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 EverGuardEverGard'TPD, ExtremeTPO 24 in, (610 mm) 48 in. (1.22 m) Drill -Tee RhinoBond'TPO XHD 8 ft2 (,743 m) 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] 75 psf EverGuard'TPO, EverGuard Extreme'TPO 36 in. (914 mm) 24 in. (610 mm) Drill -Tee RhinoBond'TPO XHD 6 ft' (.557 m) 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 ExtremeTPO 24 in, (610 mm) 24 in. (610 mm) Drill -Tee RhinoBond TPO XHD 4 ft� (.372 m) 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] 150 psf EverGuard' TPO, EverGuard Extreme'TPO 18 in, (452 mm) 24 in. (610 mm) Drill-Teel0,75 RhinoBond PVC XHD 3 ft' (279 m') Drill Tec" #14 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 psf EverGuard' PVC Smooth, • EverGuard PVC XX, EverGuard'TPO, EverGuard Extreme TPO ' Drill Tec'"" 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•TecrM #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. 3 Fastener pullout testing must be conducted by the roof fastener manufacturer, N O INSULATED & NON -INSULATED TPO DRILL-TEC RHINOBOND 'ATTACHMENT SYSTEM SPECIFICATON PLATE ATTACH — F.VGH(IUANU IPOMF..NEHANE DRILL 1 LC" Rl IUIUIfQNUf FASTENERS ENEH(iYOLAHf.) I1SUTAII(?Nf SUBSTRATE ION TYPE NT MEMBRANE TYPE T N-!+kli • 117 t' I I ;::Un1F.17 RB R ENT F,rVPO 60 MEMBRANE NDO SSANOTYPEI 46, MIL s'hi )OIH 5':NIL 51r?J 71, E NIL EX-RENE 6C to . Eli"REGE NIL Ex7REI4E 3ln!.FA-W.1A GUARANTEE LENGTH UPTO(YEAR9 30' RB N R T 45 60 OEX 80 6OEX 8OEX 70EX M 1. New & Tear -off only. Minimum 2 layers of insulation. Refer to the Guarantee Requeemerts 7at e'or adc lcnal req.reme^ts or eytencec-ie'gtF g.a'ar;ee L'AC‘LIL1LS Ci.;010RED MEMBUNES IL or f INSULATED & NONASULATED PVC DRILL.TEC RHINOBOND 'AT-ACHNENT SYS-EM SPECIF CATION PLATE EVErRiuARDI RVC MEMBRANE 1.tF WEI DED RILL:TV' rA$1ENERS FNFRCOAARIP' 0451A ANN, SUBSIRAIE ATTACHMENT p. R z REcA7JER r • rEhrt ,f,:)1+PtfTE IMSUlATION 1 • hi...ILAtEL : NON ViL...A'ED P RB R N 60 A BR, NNIN(Az C GUARANTEE LENGTH UPTQ 5C 60 MEMBRANE (THICKNEB5 • EnC - It • IA( Stc,TH fr. mil. BIA.,:vri *mut:1 fl MINIMUM MONTANE REQUIREMENTS 80 1. For a non -insulated re-cover Smooth membrane only: Sip sheet or fire barr er reored; 3 or 6 oz sq yd. 02 or 2C.3 g rr ) p ymat or VersaShiele Solo 'm Fire -Resistant Slip Sheet. 2. New & Tear -off only. Refer to Guarantee Program section for additional reou rerrerts on extenoec er gth gdwarIees. INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC DRILL-TEC RHINOBOND ®ATTACHMENT SYSTEM SPECIFICATION PLATE ETYPE MEMBRANE ATTACHMENT EVERGUARli PVC MEMBRANE PLATE WELDED DRILLTEC RHINOBOND° FASTENERS ENERGYGUARDn' INSULATION/ SUBSTRATE CONSTRUCTION TYPE INSULATION MEMBRANE TYPE P. PVC CONSTRUCTION TYPE N = NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION .INSULATED N NON -INSULATED P RB R N 60 EMBRANEATTACHMENT R = RHINOBON MEMBRANE (THICKNESS AND TYPE 50 = 50 MIL SMOOTH 60 = 60 MIL SMOOTH 80 80 MIL SMOOTH 50XK = 50 MIL SMOOTH 60)0( = 60 MIL SMOOTH BOXK BO MIL SMOOTH GUARANTEE LENGTH UP TO (YEARS) 60 60XK MINIMUM MEMBRANE REQUIREMENTS 80 80XK 1, For a non -insulated re-cover smooth membrane only: Slip 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® FREEDQMrM SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Mech. Fast. - Adhesive' Hot Asphalt ISO Gypsum Board' Wood Fiber' EPS/ XPS4 None' Steel Ves Yes Yes Yes Yes Wood Yes Yes Yes6 Yes Yes Yes Yes Ves Structural Concrete & Gypsum Yes Yes Yes Yes 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 1 Includes Olybond500® Canister, LRF-M, and GAF 2-Part Roofing Adhesive. z For faced boards, glass mat facer required for self -adhered membranes, For base insulation only. Do not adhere Freedom directly to wood fiber, Overlay board required with EPS/XPS, unless StormSafe® Anchor Sheet is used, s Requires the installation of mechanically attached StormSafe® Anchor Sheet over the deck, Insulation can be installed in hot asphalt only when mopping to mechanically attached base sheet. TPO ATTACHMENT TABLE • RE•COVER • 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 Ves Yes Yes Yes Yes Yes' Yes Single•Ply Membrane Yes Yes Yes Yes' Yes Granule. Surfaced BUR/ MB Yes Yes Yes Yes Yes Yes' Yes Gravel- Surfaced BUR/MB Yes Yes Yes Yes Yes Yes' Yes Standing Seam Metals Ves Yes Yes Ves' ' 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 recover 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' (1.2mx1.2m) 1" - 1.4" (25mmx36mm) 8 12 16 4'x4' (1.2mx1.2m) 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' (1.2mx2.4m) 1.5" -1.9" (38 mm x 48 mm) 11 18 22 16 24 32 4'x8' (1.2mx2.4m) 2" (51 mm) minimum 8 12 16 8 12 16 EPS/XPSI 4'x4' (1.2mx1.2m) 1" - 1.4" (25 mm x 36 mm) 8 12 16 4'x4' (1.2mx1.2m) 1.5" - 1.9" (38 mm x 48 mm) 6 8 12 4'x4' (12mx1.2m) 2" (51 mm) minimum 4 6 8 4'x8' (1.2mx2.4m) 1" - 1.4" (25 mm x 36 mm) 16 24 32 4'x8' (1.2mx2.4m) 1.5" - 1.9" (38 mm x48 mm) 11 18 22 4'x8' (1.2mx2.4m) 2" (51 mm) minimum 8 12 16 1 Requires a coverboard (continued next page) 125 Specification Tables '& 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 Board' 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 1 Includes approved DensDeck® 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 EVERGUARDFREEDOM TPO SELF ADHERED SYSTEMS SPECIFICATION PLATE EMBRANE TYPE MEMBRANE ATTACHMENT EVERGUARD°FREEDOM'"TPO MEMBRANE CONSTRUCTION TYPE HEAT -WELDED LAP STORMSAFE®ANCHOR SHEET (IF REQUIRED)' SUBSTRATE INSULATION EMBRANE LAPS MEMBRANE TYPE T=TPO CONSTRUCTION TYPE N=NEW R=RECOVER T = TEAR•OFF (COMPLETE) T SA R EMBRANEATTACHMENT SA = SELF ADHERE INSULATION I INSULATED N = NON -INSULATED 45HW MEMBRANE (THICKNESS AND TYP 45 HW = 45 MIL (HEAT -WELDED LAPS) 60 HW = 60 MIL (HEAT -WELDED LAPS) B0 HW = 80 MIL (HEAT -WELDED LAPS) GUARANTEE LENGTH UP TO (YEARS) 45 MINIMUM MEMBRANE REQUIREMENTS ' Refer to the EverGuard° Freedom TM Self -Adhered Systems Manual for detailed anchor sheet requirements. 60 80 co INSULATED & NON -INSULATED EVERGUARD®FREEDOCTPO SELF ADHERED SYSTEMS SPECIFICATION PLATE MEMBRANE ATTACHMENT EVERGUAReFREEDOM." TPO MEMBRANE CONSTRUCTI TYPE RAPIDSEAM'" TECHNOLOGY SELF -ADHERED LAPS STORMSAFeANCHOR SHEET (IF REQUIRED). SUBSTRATE INSULATION MEMBRANE LAPS MEMBRANE TYPE T TPO CONSTRUCTION lYPE N: NEW R ; RE-COVER T ; TEAR -OFF (COMPLETE) INSULATI I ; INSULATED N NON -INSULATED T SA R I 45SA EMBRANE ATTACHMENT SA SELF ADHERED MEMBRANE (THICKNESS ANDTYP 45 SA ; 45 MIL (SELF -ADHERED LAPS) 60 SA; 60 MIL (SELF -ADHERED LAPS) GUARANTEE LENGTH UP TO (YEARS) 10 45 60 MINIMUM MEMBRANE REQUIREMENTS * Refer to the EverGuard® FreedomTM Self -Adhered Systems Manual for detailed anchor sheet requirements Section 4: Installation INSTALLATION TIPS 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 Pledge" 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 1 %Z" (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. 131 installation 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 Fig. 4-1: Shovel Placement Fig. 4-2: Push Down On Shovel 132 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 THERMOPLASTIC MEMBRANE SEAM CLEANING GUIDELINES 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® 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. * 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® 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. 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° CIeanWeIdTM Conditioner (low VOC) • PVC: MEK or acetone • Clean with cloth moistened with membrane cleaner. • Allow solvents to flash off. • Rinse area thoroughly with clean water. • Use white terry cloth; avoid use of industrial cleaning cloths. '• 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. Dirt -Encrusted • TPO: EverGuard° TPO Seam Cleaner or EverGuard° 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. Weather or Oxidized • TPO: EverGuard° TPO Seam Cleaner or EverGuard° CleanWeldTM' 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. 135 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 automate 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 Installation 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. • All 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 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 [i.e., 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. 141 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 automate 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 insta t 1 ation Fig. 4-8: Seam Probing 144 Fig. 4-9: Marking Voids Insta ation Fig. 4-11: Welding along non - textured ends Fig. 4-12: Hand -welding WALKWAY INSTALLATION 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 roof's 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 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 Installation 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 INSPECTION ISSUES System Type: Roof Area: 1-Seams 2-Insulation/Fastening 3-W@ll/CurbFl@shingS 4-Perimeter Metal/Scuppers 5-Pipe Fl8ShiOgS/Pitch Pans 6-Drains 7-Terminations 8-Field of roof 9-Corners 10-Ballast 11-Oth2rCondit|onS The following tables list potential problems that may b8identified and provide a remedy to correct the problem. Area Description of Problem Corrective Action Seams Voids found when probing fields Clean/repair tuspec. Use unsupported membrane. Voids inseannatT�ointintemecbons C|ean/nepairtospecUseunsupported membrane, Cut edge ofreinforced TPOnot sealed Clean and install TPOCut Edge Sealant. Excessive bleed out caused damage to sheet Clean/repair tospec. Seams not positioned prope dv/correct '' overlapping� Clean/repair tuspec 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 tospec. Clean and patch accordingly. Wrinkle orair pockets found in 1 S'' ' (3Qmm)seamn Clean/repair tospec ' Missing 1/2 sheets per system requirements. Install fastening atS' (1.5 yN) intervals tnmeet requirement. Clean and strip tmspec. 148 .�° Installation -_' INSPECTION ISSUES Area Description mKProblem Corrective Action Insulation/ Fastening Rernove��re | insulation/VVetinsu|a�on 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" (25mmn)spec. Call GAF Field Services Manager for written instructions. Unsecured or insufficiently installed fasteners Remove and replace fastener. Clean/repair tospec. Bowing or damaged insulation boards Remove and replace insulation boards. Refasten if necessary. Clean/repair tospec. Unapproved Insulation Call GAF Field Services Manager for written instructions. |socyanumteinsulation facer de|aminadn8 Remove and replace insulation. Install new insulation tospec. Unadheredfield sheet onfully adhered system Remove membrane and insulation. Install new insulation and membrane to spec. Area Description of Problem Corrective Action VVo|V[urb F|axhinQ� Voids found when probing flashing seams Clean/repair tospec. Voids found atT�oi�s C|��n/r�p�irtosp�c ' Use unsupported membrane. Cut edge ofreinforced TPOnot sealed Clean and install TPOCut 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 tospec. Flashing seam isless than 2"(51mm) paatsesmp|ate [|ean/repair1ospec ' Curb/wall flashing ismissing base attachment Install base attachment tospec. Clean and strip -in tospec. Conduits or other penetration protruding the wall/curb flashing Install field fabricate pipe flashing orpipe boot. High wall flashing ismissing attachment Install mechanical attachment 12" (]O5nmm)o.c.over wall flashing. Strip in attachment Missing in -seam fastener or spaced incorrectly Add fasteners tomeet spec. Clean/repair tospec. Unadhenedwall flashing Cut open affected area. Clean/repair tuspec. 149 INSPECTION ISSUES Area Description of Problem Corrective Action Perimeter Metal/ Scuppers Voids, wrinkles, burns atcoated metal weld Clean/repair toSpec. Continuous clip missing behind face of metal Face fasten metal 12"(305mm)oz. Use approved fastener. Nonai|erpvesentundernmeta|Oamge Removeperimeter metal, insu|abon and install appropriate sized nailer. Termination bar not installed Install toSpec (ie.fastener spacing, caulk missing). Flashing does not extend amin. of2" (51mmn)past flange onto deck Install proper edge detail flashinQs to Spec. 6" (1SZmm)wide strip ofEverGuanJ" Detailing Membrane missing atTPOtape overlaps Install 6^ (1S2mm)wide strip of EverGuandmDetailing Membrane to spec. Caulk orCut Edge Sealant missing at metal overlaps and t-jointpatches Install EverGuardmF|exSea/Caulking to Spec. 8hd�edTPO�ap�atan�|ec�anQ� Cut bhd8edtape and d*an/patch to Spec. ~ FishmmvthsinTPOtape due towrinkles or changes in height of TPOdeck sheet Install TPOcover tape patch over effected area' caulk entirely. PooradhesionofTPOcovertape Rennoveall poodyadhered TPO tape, clean, prime and install toSpec. improperly fastened Install approved fastener 12^ (]OS mnn)oz. Non -hemmed edge incontact xvithTPO/PV[ Remove all metal, install s(ipsheets under metal, reinstall tmSpec. Missing drip edge atgutter Replace with gravel stop, scuppers. Seaminmeta|s|eeveinsta||edondeck Install di8ht|ysmaller new scupper and flash into Spec. Unsecured flanges Face fasten through membrane into substrate. Clean/repair toSpec. Open corners including top corners Clean/repair toSpec. Scupper not sealed where itprotrudes through outside ofbuilding Properly seal the void between the wall and scupper. Scupper missing orexisting being reused Install new scupper tmSpec. 150 ' Installation ~ ` INSPECTION ISSUES (CONT.) Area 5 Description of Problem Corrective Action Drains VVaterb|ockorF|ex3ca|Caulking missing, non'apprnvedcau|kin8 Install one full tube ofwaterb|ock, reinstall drain ring tospec. Missing, broken orundghtenedbolts or damps 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 6 Description of Problem Corrective Action 9ipeF\ashines/ Pitch Pans Voids found when probing flashing seams Clean/repair tospec. Void found atTjoints [|ean/nepairtospec ` use unsupported membrane. Cut edge ofreinforced TPOnot sealed Clean and install TPOCut Edge Sealant. Field fabricated pipe flashing less than U" (203 mm) Extend pipe wrap to8"(2U3mm) � Field fabricated pipe flashing missing target Remove wrap, install target, rewrap pipe flashing. Pipe boots and field fabricated missing meosntop'dampsorcaulking 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 innew pipes tospec. Pitch pan filler not set up Dig out soft filler and repourtncurrent spec. Non -GAF filler used filler 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 andrepouc Less than 1"(25mnn)separation be- tvveenlines and sides ofpan Remove existing filler, separate lines, refill. 151 INSPECTION ISSUES (CONT.) Area 7 Description of Problem Corrective Action Terminations Missing backer rod orinsufficient compression Install backing rod twice the size ofthe opening. &8issin8verbca|ternn|nadnQatend weU |nstaUternninadonba�orLsbaped metal tospec. Missing caulking onvertical termination bars Clean and install caulking on all sides of bar and fastener holes. Missing caulking mn horizontal termination bars Clean and install caulking tospec, o�ixsin8counterOashingoncurbs/walls |nsta/|counterOashin8mndfasten1�" (305nnm)ac. Incorrect placement ofterminationbar (i.e. Rennoxeand relocate te,rninadmn baVtounte��ashinQand reinstall termination to spec. Voids incaulking ontop edge of terrninadonbaVtounterOashinQ Clean and caulk the top edge of termination. Excess flashing extends past termination bar/counterOashing Remove caulk and trim excess membrane below kick, re'cau|h. Missing orincomplete termination Terminate all membrane tospec. Non -approved GAF caulking used on termination bar Remove existing caulk and re -caulk with GAF caulking. Termination bar isnot GAF Warning given this job only. incorrect use oftermination bar (over siding, wood ornon-watertight surfaces) Replace with appropriate counterOoshin0. Area Description m0Problem Corrective Action Field of Roof Holes ordamage tofield sheets Clean/repair tospec, SpUtsprcontonninadononfield sheets Cutou��piUsorcontarninants and repair to spec. Missing slip sheets under wood blocking, pavers, sleepers orsatellite dish Install approved slip sheet. Debris on roof Remove debris and check for damage. Excessive gravel orother sharp objects under field sheet Cut out debris and repair. Walkways displaced Realign walkways and weld tospec. Walkways deteriorated Replace deteriorated walkways. Walkways needed atroof access point _ Install walkways as indicated. ���� ^�=- ^ Installation' ' � �|n�+�./«^�K��l ' INSPECTION ISSUES (CONT.) Area 9 Description mfProblem Corrective Action Corners Voids found when probing inside corners Clean/repair tospec. Bridging oninside corner Cut out bridging, clean/repair tospec. Damaged outside corner, torn bye|ecth' cal cords etc. Clean/repair tospec. Use unsupported membrane. Bridges orover stretched corner Cut out bridging. Clean/repair tospec. Use unsupported membrane. Voids found when probing outside corners Clean/repair tospec. Use unsupported membrane. K8issin0insideand/oroutsidecorne, |ngaUpne�abricatedorunsuppo�ed field fabricated corner. Area 10 Description of Problem Corrective Action Ballast BaUasttoo�maU [aUGAF F��Serv�esKxana0erfor written instructions. Inconsistent coverage Redistribute ballast, add |fnecessary (1O#per square foot minimum). Non'approvedba||astornorockma� Call GAF Field Services y�ana8erfor written instructions. Slip sheet, wood blocking and/or pavers installed on top of ballast Sweep TPOfree ofballast and fines, reinstall slip sheet, push back ballast. Aree11 Description mfProblem Corrective Action Other n Conditions Spills orcontaminates onfield sheets Contractor to notify building owner ofcondition. Clogged drains Contractor to notify building owner ofcondition. K8o�ar]ointsde�eriora�ed Contractor tonodfybuilding ownerofoon�idon . Grease vents discharging grease on membrane Contractor tpnotify building owner ofcondition. Sealant joints deteriorated Contrac��,tonudfybui|ding owner ofcondition. Roof top units leaking o [ontctorto notify building owner ofcondition. 153 nstailation 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 deficiencues 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 SMART Quick access to installation videos and detail drawings for EverGuard® single -ply systems. Visit Ihttp://www.gatcom/roofing/commercial/smart_details for further information. 155 Architectural Detail Drawings INDUCTION HEAT -WELD 1" (25 mm) MIN. EMBEDMENT PURLIN EMBEDMENT STRUCTURAL PURLIN NOTE1 DRILL-TEC' RHINOBOND0 XHD PLATE NOTE: TPO= YELLOW PLATE PVC= BLACK PLATE REINFORCED EVERGUARD® MEMBRANE (SMOOTH ONLY) DRILL-TEC PURLIN FASTENER DRILL-TEC' PURLIN FASTENER & DRILL-TEC" RHINOBOND° XHD PLATE GAF APPROVED COVERBOARD OR SECOND LAYER OF INSULATION IF REQUIRED. SEE NOTE 2 ENERGYGUARD" ROOF INSULATION EXISTING METAL ROOF PANELS APPROVED FLUTE FILLER IF REQUIRED AIR/VAPOR RETARDED -AS REQUIRED 1. REFER TO THE DRILL-TECRHINBONDGATTACHMENT 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. 8 GIAMIF www.gatcom Pen="070S. 16"9-11-4131 ROOFPENETRATION SERIES DRAWING X 100F DRILL-TEC RHINOBONLf ASSEMBLY PURLIN DETAIL CMS DETAIL. APPLES TO: Plate -Welded Systems METAL RETROFIT SCALE N.T.S. REVISION DATE 6-15-17 156 Architectural Detail Drawings REFERENCE EVERGUARD° 300 SERIES PARAPET WALL & CURB FLASHING DETAILS FOR WALL TERMINATION TYPICAL EVERGUARD°PERIMETER HALF SHEETS I - 0-0 r— o-Too:, 0-o -0- eio -6" 5Th 6Th 7-) cib .7" o-6 () cro -61 "cr di 5—lorb c'cz TrL 5M 1,7: 075 crTo c:o " o—o 2 -0_0 00 0 0 0 0 0 0 0 0 0 00 0 00 00.0 0 01 0 - 10 ° 00000000000000000co±:o-L70 0 0 0 1 o o 10 o 10 o to o io o E0 o 10- lo - 0 o 0 0 0 0 o 0 o 0 0 0 0 0 0 o 0 o 0 0 o 0 GI o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 r . 0 0 0 o 0 . 0 0_ _ _ _ _10 I° . 0 00. o 0 00 . 0 oi ° , 0 0 . 0, 0 . 01 0 0, 01 0 0 0 0 . 0 0 0 0 0 0 0 00 0 0 . . 0 0 . 0 0 0--, . 0 0 0 0 0 . . 01 0 01 0 oi 0 " 0 0 01 . 0 01 00 0q0-01-0- 10 0 . 0 . . . 0 0 0 0_0_, . 0. 0 10 0 0 0 0 0 0 0 .0 0 .. 0 _S._ 0 CI_ 0 01 0 NOTE: ALTERNATE EVERGUARD° MEMBRANE HEAT -WELDED SEAMS DRILL-TEC PLATES & SCREWS REFERENCE EVERGUARD°200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1, SEE EVERGUARD° 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 8" (203 mm), A COVER BOARD IS REQUIRED ON MECHANICALLY ATTACHED SYSTEMS ONLY, ® *1"911.4 r4 FIELD OF ROOF SERIES DR.ANG V 1 01A ROOF MEMBRANE LAYOUT DETAIL T1OS DETAN, APPIJES TO Mechanically Attached Systems O•ww.gaT corn 1 Cantru• OM. E•My, PO On. WALE N.T.S. RE,,,O,OO DATE 6-15-17 157 Architectural Detail Drawings 00 000000000000000 0000000000X0000 o o-Q-n-n-�-d-ov""°""a-v"nPoo vo"""o-0-6-n-0- I I _ ---I- H I I I I IL REFERENCE EVERGUARDe 300 SERIES PARAPET WALL & CURB FLASHING DETAILS FOR WALL TERMINATION SEE NOTE 1 ALTERNATE EVERGUARe MEMBRANE lEAT-WELDED SEAMS (OR RAPIDSEAM IF APPLICABLE) NOTE: REFERENCE EVERGUARD°200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARD6 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 _ 1301 PJPSR& Wayne, NJ 07470 www Rol own -' •• lj•—• • Fi LO OF ROOF SERIES DFUWING 4 101B ROOF MEMBRANE LAYOUT DETAIL no% ow TAIL APPLES TO - Adhered Systems Bellasted Systems RhInoBand Systems Self - Adhered Systems N.T.S. REvISION DAIE 6-26-17 158 Architectural Detail Drawings FIELD STRUCTURAL METAL PURLINS RAISED ROOF EDGE OR PARAPET WALL CORNER PURLIN SPACING • • • • • • • N • '*4 OF FIELD ACING 404 • ; > • < • ; > • < .1 > • < 1 • ; >I • < 1 • 't > • < SEE NOTE #3 ) • < > • + • < /> 11 • SEE NOTE#Z-------4 • ‹: ORIWTEC PURLIN 1 t1 FASTENER & DRILL-TEC. > • < R141E/ORONO MD PLATE 1 11 FIELD SPACING 1 / \ > • <,1 /> • <1 1 01 1 • > < • 1 0 > <V • ,,/ 1 N V 1 • t • FIELD I NOTE:1 • • • • at • • • • • • • • • • • • ir • • • • 4+74, OF FIELD SPACING ce 0 PERIMETER ZONE LEGEND 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 FELD OF ROOF SERIES DRAWING* 101F PURLIN FASTENING ZONES Th.rlETAILAPPLIESM PlateWelded Systems www.g0.011 Pa : C. 7Zr METAL RETROFIT SCALE N.T.S. rIEVISIONDATE 448-17 159 Architectural Detail Drawings NOTE: REINFORCED EVERGUARD®MEMBRANE UNREINFORCED PREFABRICATED EVERGUARDP T-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 EVERGUARD®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. 3. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). 41YMQ1441X11 FIELD OF ROOF SERIES DRAWING P 05A T-JOINT COVER PATCH DETAIL THIS DETAIL APPLIES TO'' Adhered Systems Ballasted Systems RhinoBond Systems Mechanicaly Attached Systems GAF www.gat.mm P caw.LDwosh SCALE N.T.S. FOR 60 THRU 80 MIL TPO AND 80 MIL PVC MEMBRANES ONLY REVISION DATE 6-26-17 160 Architectural Detail Drawings 1 3' (0.914 m) TO 4. (1.22 m) MIN. Al [NOTE: /". H2 PERIMETER ATTACHMENT CORNER ATTACHMENT PERIMETER ATTACHMENT CORNER ATTACHMENT 1. WIDTH OF PERIMETER TREATMENT (A OR B) SHALL BE 10% OF THE BUILDING'S NARROWEST WIDTH (W) OR 40% OF THE BUILDING EAVE HEIGHT (H), WHICHEVER IS LESS, WITH 4(1.22 (n) 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. r2Y919.-mr4 FIELD OF ROOF SERIES DRAWING • 106 ROOF AREA ZONE LAYOUT DETAIL MO DETAIL AMES TO Adhered Sytem, Ballasted Systems Meth en kali y Attached Systems so- Adhered Systems Rh Bond Systems GiIF wenn gel own I Ca 'Pp* 0.11 SCAlE N.T.S. PENSION DATE 6-1-16 161 CEO HEAT ERGUARp® MEMBRANE WELDE© LA P DRCCL TEC "PLATES a SCREws SYOS EC AN1CALLYAT-TACHED OF MEMBRANE ASOVER . t�2CUse AP A HALF SHEET FpR INSULATION NSU ROOF DEC SUBSttE SYSTEMS ONLY. ON THICKNESS GREATER THAN CAP SHEET ES 8 (203 3. APPLY EVERGUARp®TP m)• '4 HARP (REFER TO RUN CAPRD® DETAIL SEALANT PERIMETERHE HALF SHEET REGIONOARp CS REQUIRED T MECHANICAL ------'S'- TO ©ACL CUT REINFORCED EINF©RC p �� E©GES tY AT-tpCHEp SYSTEMS. Architectural Detail Drawings INDUCTION HEAT- LO LNOTE.1 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 ENERGYGUARDvINSULATION -FLUTE FILLER IF REQUIRED EXISTING METAL ROOF PANEL STRUCTURAL. PURLIN STRUCTURAL 17BEAM 1. REFER TO THE DRILL-TEC' RHINBONDGATTACHMENT TABLES FOR DETAILED INSTALLATION REQUIREMENTS REGARDING DECK TYPE, PLATE & FASTENER TYPE, AND MIN. EMBEDMENT, 6Y91/441);1 FIELD OF ROOF SERIES ORAWING 0 ' 1 1 OF METAL ROOF RIDGE DETAIL TM DETArl. APPLIES TO. Plate -Welded Systems GAF www.par.com METAL RETROFIT SCALE N.T.S. REVISlOt. DATE 6-15-17 163 Architectural Detail Drawings . ' . NOTE: REINFORCED EVERGUARDe MEMBRANE DRILL-TEC'" PLATES & SCREWS AT SPECIFIED FASTENING PATTERN. 6" (152 mm) O.C. FOR BALLAST SYSTEMS. HEAT -WELD LAP EVERGUARD CUT EDGE SEALANT IF REQUIRED REINFORCED EVERGUARDe MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/ SUBSTRATE 1. ANYTHING 1:12 OR GREATER NEEDS TO BE FASTENED AT ANGLE CHANGE. 2. APPLY EVERGUARe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES ( REFER TO EVERGUARDe DETAIL 115 ). 14 6",r9-4414 FIELD OF ROOF SERIES DRAINING 0 112 CHANGE OF DECK PLANE DETAIL INS OETAiL APPUE,S TO: Adhered Systems Released Systems Medhanically Attached Systems www.gatcom Parsippany. NJ OP. SCALE N.T.S. REVISION DATE 6-1-16 164 // FOR MECHANICAL/. Y A TTACHE EVERGUARDeADHESIVE/ DRILL-TEON PLATES & SCREWS PER SPECIFIED FASTENING PATTERN EAT -WELDED LAP Efts/FORCED EVERGUARCP MEMBRANE FORCED EVERGUARe MEMBRANE ENERGYGUAF2 OOF INSULATiON ROOF DECK/ SUSSTRATE VALLEY SHEET MUST SE ADHERED PITCH OVER Z12 EXCEPT FOR BALLASTED SYSTEMS WITH , ALLEYS MUST f3E ADHERED USING APPROVED SPECIFIC Architectural Detail Drawings immiummemi IMMEMMEN: NOTE: REINFORCED EVERGUARIP MEMBRANE REFER TO APPROPRIATE EVERGUARD° 100 SERIES FOR LAP DETAIL EVERGUARD°CUT EDGE SEALANT (ONLY IF APPLICABLE, SEE NOTE #1) ENERGYGUARD ROOF INSULATION ROOF DECK/SUBSTRATE REINFORCED EVERGUARD6 MEMBRANE REFER TO APPROPRIATE EVERGUARCP100 SERIES FOR LAP DETAIL EVERGUARD® CUT EDGE SEALANT HEAT -WELDED LAP ENERGYGUARe ROOF INSULATION ROOF DECK/SUBSTRATE 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. PS 151gr--1-44T1 FIELD OF ROOF SERIES DRAINING t/ 115 CUT EDGE SEALANT DETAIL TINS DETAIL APPLIES TO: Adhered Systems Ballasted Systems Self - Adhered Stattems MechanIcalty Attached Systems rAr meeNv.gef.com 1 Campus Dave. Posy:pans. NJ MU SCALE N.T.S. EVERGUARD. TPO MEMBRANE ONLY REVISION 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). - 4"l FIELD OF ROOF SERIES DRAWING P 1 16A MEMBRANE EDGE DETAIL THIS DETAIL APPtM5 TO: BeilesledSysleme Mechanira9y Attached Systems WWW.gaf.cem P«P SCALE N.T.S. REVISION DATE 6-26-17 167 Architectural Detail Drawings NOTE:] 24-GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC FASTENERS @ 12" (305 mm) O.C. EVERGUARD'COATED 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, 514' (31.8 mm) x 4" (102 mm) MIN. SECURED TO DECK 8" (203 mm) WIDE EVERGUARDe FLASHING STRIP HEAT -WELDED HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) FOR ALTERNATE TAPERED ROOF EDGE, USE ENERGYGUARDr" TAPERED INSULATION ENERGYGUA‘RIr ROOF INSULATION ROOF DECK/SUBSTRATE 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 161":QVI1 ''. ROOF EDGE SERIES DRAWING . 202A COATED METAL ROOF EDGE DETAIL DIIS DETAIL APPLIES IR Adhered Systems Self - Adhered System. Mechanically Attached Systems .A.G.....corn SCALE N.T.S. REVISION DATE 6-28-17 168 15-YEAR MAX GUARANTEE NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TECFASTENERS @ 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 EVERGUARDe TPO PRIMER EVERGUARD® TPO COVER TAPE REINFORCED EVERGUARDe 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 EVERGUARDeTPO SEAM CLEANER AND ALLOW TO DRY BEFORE PRIMING. 3. EVERGUARDeTPO 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 1:12, REFER TO EVERGUARDeDETAIL 218 OR 219 . EfR19-vAd ROOF EDGE SERIES DRAWING 4 202B ROOF EDGE WITH TPO COVER TAPE DETAIL TRIS DETAIL APPLIES TO: Adhered Systems Attached Systems See. Adhered Systeme GAFMechanically a...never corn SCALE N.T.S. REWSION DATE 10-3-17 169 Architectural Detail Drawings INDUCTION HEAT -WELD STRUCTURAL 1-BEAM NOTE] DRILL-TEC' PURLIN FASTENER & DRILL-TEe RHINOBONDe XHD PLATE REINFORCED EVERGUARDe MEMBRANE ENERGYGUARO' ROOF INSULATION HEAT -WELDED LAP EVERGUARDe HEAT -WELDABLE COVER TAPE (SEE NOTE #2) WOOD NAILER WITH APPROVED FASTENERS. PEEL -NI -STICK ADHESIVE 1. REFER TO THE DRILL-TEC" RHINBONDeATTACHMENT 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 ENERGYGUARD" INSULATION -FLUTE FILLER IF REQUIRED XISTING METAL ROOF PANEL COATED FASCIA CLADDING ZYPI-g-vArg ROOF EDGE SERIES DRAWING 0 202F METAL ROOF EDGE DETAIL DOS DETAIL APPLIES TO: Plate -Welded Systems www.gat.c4rn METAL RETROFIT SCALE N.T.S. REVISION DATE 6-15-17 170 Architectural Detail Drawings STEP 1. STEP 2. STEP 3. NOTE: 1, APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD0 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 EVERGUARD° 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 ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE HEAT -WELDED LAP 6" (152 mm) WIDE UN 55 MEMBRANE OR UNREINFORCED PVC MEMBRANE 8" (203 mm) WIDE EVERGUARD° FLASHING STRIP OR 6" (152 mm) WIDE EVERGUARD°PVC STRIP HEAT WELDED HEAT -WELDED LAP 0 GAF we..., esteem 1 C.PUll O. Par*pany. NJ0765.1 45-fet9mall ROOF EDGE SERIES nemsine to 204 COATED METAL JOINT DETAIL MIS WAIL APPUSS TO Adhered Systerns Mechanically Attached Systems Self. . Adhered Systems SCALE N.T.S. REVISION DATE 6-28-17 1 71 20-YEAR MAX GUARANTEE NOTE: '..." ." ' ..'.'.. .• . . . . . . FLEXSEAL"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 EVERGUARD0 MEMBRANE (PERIMETER SHEET IF REQUIRED) WOOD NAILER, 5/4" (31 8 mm) x 4" (102 mm) MIN. SECURED TO DECK ENERGYGUARD- ROOF INSULATION ROOF DECK/SUBSTRATE EVERGUARD° WATER -BLOCK OR FLEXSEAL- CAULK GRADE SEALANT MEMBRANE EXTENDS MIN 1" (25.4 mm) BELOW BAR 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115), 8 ROOF EDGE SERIES DRAWING I 208 TERMINATION BAR ROOF EDGE DETAIL 1103 MAIL ARRAS TO. Adhered Systems seri_ Adhered Systems kAschenically Mulched Sysiems GAF ,wpw.gef.00rn i c.a. Drove. ,ftmexany. NJ MO. SCALE N.T.S. REVISION DATE 10-3-17 172 Architectural Detail Drawings NOTE:I 8" (203 mm) WIDE EVERGUARDe FLASHING STRIP HEAT -WELDED EVERGUARD6COATED 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 EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARCCROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 1 1/4" (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 MECHANICALLY FASTENED SYSTEMS ONLY. 2. REFER TO EVERGUARDe DETAIL 204 FOR COATED METAL JOINTS. 3. A CONTINUOUS METAL CLEAT IS REQUIRED. 4. FOR SELF -ADHERED RAPIDSEAM"' TECHNOLOGY SYSTEMS, SEE EVERGUARDt DETAIL 330 FOR LAP APPLICATION. 5. 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ileverpmanj ROOF EDGE SERIES ORMONO S 21 1 GUTTER WITH COATED METAL EDGE DETAIL TWO aura. Atom., TO Adhered Systems Self - Adhered Systems MesheMerthy Meshed Systems werviveroarn 1 Cern... P.T.Csa., NJ on. SCALE N.T.S. REVISION DATE 6-26-17 173 Architectural Detail Drawings 15-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 EVERGUARDeTPO PRIMER EVERGUARD TPO COVER TAPE REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD'" ROOF INSULATION ROOF DECKJSUBSTRATE 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 eTPO SEAM CLEANER AND ALLOW TO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARD eTPO PRIMER BEFORE INSTALLING EVERGUARDeTPO 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 EVERGUARDr TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 1EY-"4113 EDGE SERIES DRAWING. 213A COVER TAPE AT ROOF EDGE DETAIL 'ERIS DETAIL ARMES GI Adhered Systems Mechenicalhi Attached Systems SRN - Adhered Systems GAFROOF www.gattOrn 1 Camps Crtrt. P.R.., W ... SCALE N.T.S. REVISION GALE 8-28-17 1 74 Architectural Detail Drawings 20-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 CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARDe CUT EDGE SEALANT (SEE NOTE 4) EVERGUARDe TPO COVER TAPE PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD" ROOF INSULATION ROOF' DECKJSUBSTRATE 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. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARD° TPO PRIMER BEFORE INSTALLING EVERGUAIRD0TPO 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. FLEXSEA17 CAULK GRADE SEALANT SHOULD BE FEATHERED OUT AND APPLIED TO BOTH INSIDE AND OUTSIDE EDGES. ENSURE PRIMER EXTENDS UNDER FLEXSEAL'CAULK GRADE SEALANT. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). r4ver---v-all EDGE SERIES DRAVVING II 213B COVER TAPE AT ROOF EDGE DETAIL TIES DETAIL APPLIES TO, Adhered Systems mechanically Attached *stem Self - Adheral Systems GAFROOF www.gaf.com SCALE N.T.S. REVISION DATE 12-12-17 175 Architectural Detail Drawings 15-YEAR MAX GUARANTEE TPO ONLY NOTE: EVERGUARDe TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARDe 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 EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUARD' ROOF INSULATION 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 EVERGUARDe TPO SEAM CLEANER AND ALLOW TO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARDe TPO PRIMER BEFORE INSTALLING EVERGUARDeTPO 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 8 CY-0199-40 ROOF EDGE SERIES °RAYON°. 214A COVER TAPE AT GUTTER EDGE DETAIL DRS DETAIL APPLIES TO. Adhered Systems Attached Systems Self - Adhered Systems GAFMechanically www.gaream 1 Cernpus Orive par.lpomy, NJ 07(154 SCALE N.T.S. REVISION DATE 12-12-17 176 Architectural Detail Drawings 1 20-YEAR MAX GUARANTEE TPO ONLY NOTE:I EVERGUARD° TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD° TPO PRIMER CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARDeCUT EDGE SEALANT (SEE NOTE 4) GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUAREr ROOF INSULATION 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 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). 0 eVE-419-1A4K1 ROOF EDGE SERIES DRAW. 0 214° COVER TAPE AT GUTTER EDGE DETAIL THIS DETAIL APPUIS TO Adhered Systems Mechanically Attached Systems Sell - Adhered Systems I. SCALE N.T.S, REVISION DATE 10-3-17 177 Architectural Detail Drawings 20-YEAR MAX GUARANTEE TPO ONLY NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TECFASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE EVERGUARD° TPO PRIMER CONTINUOUS BEAD OF FLEXSEAL7CAULK GRADE SEALANT OR EVERGUARDeCUT 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 EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD- ROOF INSULATION ROOF DECK/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 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). GAF vonnv.gal.C.Orn 1 Campos Dive. G......rry..... WON E*1-9-44° MX; EDGE SERIES DRAVANO it 215B COVER TAPE OVERLAP AT ROOF EDGE DETAIL DVS QUAIL APPLIES TO , Adhered Systems Mechanically Attached Systems Self - Adhered Systems SCALE N.T.S. REVISION DATE 12-12-17 1 78 ArchitecturalDetail Drawings 20-YEAR MAX GUARANTEE gam. 11111111111111111111111111111111111111111110, NOTE: PEEL-N-STICK ADHESIVE 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC'« FASTENERS @ 12" O.C. (305 mm) CLEAN AND PRIME METAL WITH EVERGUARf?I TPO PRIMER AND LET DRY HEAT -WELDED END LAP METAL EDGE EVERGUARD° TPO COVER TAPE HEAT -WELD STRIP HEAT -WELD EDGE EVERGUARD°CUT EDGE SEALANT REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 5/4" X 4" MIN SECURED TO SUBSTRATE 1. EVERGUARD°TPO COVER TAPE HEAT -WELD ONLY TO BE USED WITH EVERGUARD°TPO MEMBRANE, 2. 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 3. PRIME THE METAL ONLY WITH EVERGUARD° 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 EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). A F.� WWw_GM,'Cp1 Pm. NT01 "�" ROOF EDGE SERIES DRAWING R Z 1 $ TPO COVER TAPE HEAT -WELD STRIP OVERLAP AT ROOF EDGE DETAIL THIS DETAIL APPLIES TO Adhered Systems Mechanically Attached Systems SCALE N.T.S. REVISION DATE 12-12-17 179 Architectural Detail Drawings 20 YEAR MAX GUARANTEE NOTE: .".".. , „ .... CLEAN METAL AND MEMBRANE WITH EVERGUARD° TPO SEAM CLEANER AND LET DRY. EVERGUARD° TPO COVER TAPE HEAT -WELD STRIP - 6" (152 mm) END LAP. DO NOT OVERLAP ENDS 4" (102 mm) MIN WIDTH STRIP OF EVERGUARCP TPO DETAILING MEMBRANE EVERGUARD® CUT EDGE SEALANT REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD ROOF INSULATION ROOF DESK/SUBSTRATE WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MINIMUM SECURED TO SUBSTRATE 1. EVERGUARD° TPO COVER TAPE HEATWELD 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). Etcr-Q144111 ROOF EDGE SERIES DRAWING do 219 COVER TAPE HEATWELD STRIP END JOINT AT ROOF EDGE DETAIL Tole Wren. APP.'S! TO. Adhered SySlerns Sedl . Adhered Sysloos M.rhOrk01,Y AlleOTOTI ST wonv.gef.00rn 1 ca.,. Onve. SCALE N.T.S. REVISION DAZE 12-12-17 P.n.,. '...0-.. 180 Architectural Detail Drawings 20-YEAR MAX GUARANTEE NOTE: EVERGUARDe TPO COVER TAPE HEATWELD STRIP METAL DRIP EDGE WITH HEMMED EDGE EVERGUARIP CUT EDGE SEALANT CLEAN AND PRIME METAL ONLY WITH EVERGUARD9TPO PRIMER AND LET DRY GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TECSCREWS 12" (305 mm) O.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. EVERGUARDe 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, GAFROOF www.gef.com I DADRA DATA SRAM, lEver°1RIll ........., .... EDGE SERIES DRAWING N 220 COVER TAPE HEAT -WELD STRIP AT GUTTER EDGE DETAIL TIES DETAIL APPLIES TO: Adhered Systems Sett - Adhered Systems Mechanically Attached SystamS SCALE N.T.S. REVISION DATE 12-12-17 N./ OTSTA 181 Architectural Detail Drawings Flashing Sheets that are... • 24" or less - loose laid • Greater' than 42" - bonding adhesive required NOTE: FASTEN CLIP 12" (305 mm) O.0 COPING CAP BACK SIDE EVERGUARIf BONDING ADHESIVE (SEE FLASHING KEY) DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP (SEE NOTE #3) REINFORCED EVERGUARD® MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 5/4" (38.1 mm) x 4" (102 mm) MIN. WIDE SECURED TO • DECK (OPTIONAL) ALTERNATE BASE REFER TO EVERGUARD DETAIL 307 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. IF EVERGUARD0 FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. APPLY EVERGUARD4' TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD e DETAIL 115). 4. FOR SELF -ADHERED RAPIDSEAMTM TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330 FOR LAP APPLICATION. ® avgdimard PARAPET WALL & CURB SERIES CIFIAVVING 4 303 WALL CAP DETAIL DOS DErAIL APPLIES TO. ALL SYSTEMS GAF www.gaf.com ft:,01,0j7N., IV. SCALE N.T.S. REVISION DATE 12-12-17 182 Architectural Detail Drawings 20-YEAR MAX GUARANTEE NOTE:I 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) 0.C. METAL EDGE RING SHANK GALVANIZED NAILS @ 4" (102 mm) 0.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 EVERGUARD° TPO COVER TAPE PRIME METAL AND MEMBRANE WITH EVERGUARD° TPO PRIMER REINFORCED EVERGUARD° MEMBRANE 1, METAL JOINTS ON THE ROOF SIDE CAN BE CAULKED USING EVERGUARD° CUT EDGE SEALANT. DO NOT RUN TAPE UP CANTED METAL OF GRAVEL STOP. 2. EVERGUARD° TPO COVER TAPE TO BE USED ONLY ON EVERGUARD° TPO MEMBRANE SYSTEMS. 3. EVERGUARD° TPO COVER TAPE TO BE USED ONLY ON HORIZONTAL SURFACES, NOT TURNED VERTICALLY. 4. EVERGUARe TPO COVER TAPE HEAT -WELD USED FOR LONGER GUARANTEES. 5. IF EVERGUARrf 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). 8 GAF ‘rww.gatcom I Campus DN. )51"9-00 PARAPET WALL 8, CURB SERIES DRAWING N 31 6 PARAPET WALL WITH METAL EDGE AND TPO COVER TAPE DETAIL THIS DETAIL APPLIES TO: I , ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 183 Architectural Detail Drawings '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-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELD LAPS REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET OF REQUIRED) ENERGYGUARIP ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 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 RAPIDSEAhr 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). 1,..I G jet IF 1361 Alps Rd. Wayne, NJ 07470 veonv.gat.com 4fie "': "M4 irl PARAPET WALL & CURB SERIES DRAWING # 317 ALTERNATE HIGH WALL FLASHING DETAIL TINS DETAIL APPLIES TO' Adhered Systems Ballast Applied Systems Mechanically Attached Systems Self - Adhered Systems SCALE N.T.S. REVISION DATE 6-26-17 184 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' 1 (305 mm) O.C. VERTICALLY UP WALL REINFORCED 10' (3.05 m) WIDE EVERGUARD° MEMBRANE -RUN MEMBRANE WIDTH VERTICALLY UP AND OVER WALL HEAT -WELD LAPS REINFORCED EVERGUARD 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 m) 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 SE 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). 8 'Ewt-v-a•Ecl PARAPET WALL & CURB SERIES DRAWING* 317A HIGH WALL FLASHING DETAIL 10' (3.05 m) WIDE SHEETS MS DETAil APPLIES TO. Adhered Systems Ballasted Systems Mechanically Attached Systems GAF ....w.gdf.com D,AA_ o . SCAL.h N.T.S. DVASION DATE 6-26-17 185 ArchitecturalDetail Drawings 1. MECHANICAL TERMINA11ON 2. MECHANICAL TERMINATION FLEXSEAL" CAULK GRADE SEALANT DRILL-TEC- TERMINATION BAR FASTENED 12" (3D5 rnm) O.0 (OPTIONAL) METAL COUNTERFLASHING (MAY BE FACE MOUNTED ALSO) EVERGUARD° BONDING ADFIESIVE (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL. FLEXSEACCAULK GRADE SEALANT DRILL-TEC- FASTENERS 12" (305 mm) O.C. METAL SURFACE MOUNTED COUNTERFLASHING DRILL-TECFASTENERS 12' (305 mm) O.C. EVERGUARD° BONDING ADHESIVE (OF'T1ONAL) REINFOROED,EVERGUARD° MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL FLEXSEAC 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 (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE 3. MECHANICAL TERMINATION (15-YR MAX GUARANTEE) 6 DRAWING 4 TMIDETAIL APPLIES TO 4Y-"911-4r4 318A TERMINATION DETAIL 1-3 ALL SYSTEMS PARAPET WALL & CURB SERIES ....., gal.carn S46.11 REVISION DATE , Cant,. 0,1Y0 1,114:4130”. ,,4 0 Re. N.T.S. 6-20-16 186 Architectural Detail Drawings 20 YEAR MAX GUARANTEE 4. COPING STONE TERMINATION 5. CAP F SHING TERMINATION MORTAR (BY OTHERS) COPING STONE (BY OTHERS) EVERGUARD° WATER BLOCK REINFORCED EVERGUARD° MEMBRANE EVERGUARIf BONDING ADHESIVE (OPTIONAL) METAL CAP (BY OTHERS) DRILL-TEC-FASTENERS 12" (305 mm) O.C. EVERGUARD BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE e )5f--144r4 PARAPET WALL 8. CURB SERIES 011MONG . 31 8B TERMINATION DETAILS 4 & 5 TWO DITTOO. APPLES TO ALL SYSTEMS ...e..OETTOOm I Gnus Orl. Paraom, PO MG. SC a.g N.T.S. REV* OT, EWE 12-12-17 1 87 NOTE: EVERGUARDe WATER BLOCK EXISTING METAL COUNTERFLASHING WITH ATTACHMENT EVERGUARCP BONDING ADHESIVE REINFORCED EVERGUARDe MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/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 1. ADD BALLAST PER SPEC FOR BALLASTED SYSTEMS. 2. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERQUARD DETAIL 115). GAF 1361 Rd• Wayne, NJ 07470 vnvw.gerl,oxn )51"9-11-41.4 PARAPET WALL & CURB SERIES 319 COUNTERFLASHING RE -ROOF DETAIL TM DETAIL APPLES TO. Adhered Systems Ballast Applied Systems MeMseicelly Altweed Systems SC,A1E N.T.S. RENS1ON DATE 6-26-17 188 Architectural Detail Drawings REAR VIEW OF SCUPPER REINFORCED EVERGUARDe MEMBRANE NOTE: REINFORCED EVERGUARDe MEMBRANE PREMANUFACTURED EVERGUARDe 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) 0.C. REINFORCED EVERGUARDe 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 RAPIDSEAMT" TECHNOLOGY SYSTEMS, SEE EVERGUARDe 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 TO EVERGUARD® DETAIL 307. a el-"9-kt4r-cl PARAPET WALL & DRAWING* 324 SCUPPER - PREMANUFACTURED TM WAR...LIES TO: Adhered Systems Ballasted Systems Mechanically Attached Systems ser - Adhered Systems GAF vs, 1 C1,40+ C.a. CURB SERIES (Heal -Weld Only) SCALE REVISION DATE Per•orny. NJ 0711. N.T.S. 12-12-17 189 Architectural Detail Drawings NOTE: REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELDED LAP EVERGUARL 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) ENERGYGUARC. 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 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. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). '61":Qm414- PARAPET WALL & CURB SERIES am INSIDE CORNER RE1NFORCMENT- PREFORMED CORNER DETAIL MS MAX APPI.A3 TO ALL SYSTEMS wicom 1 SCALE N.T.S. 12-12-17 1 90 Architectural Detail Drawings NOTE: REINFORCED EVERGUARDe TPO MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELD MEMBRANE PIECE TO MEMBRANE FLASHING EVERGUARDe TPO PREFORMED INSIDE CORNER HEAT -WELDED HEAT -WELDED LAP HEAT -WELDED LAP DRILL-TEC4 PLATES 8 SCREWS 12' (305 mm) O.C. (6" [152 mm] 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 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® FREEDOMMEMBRANE 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 EVERGUARDe DETAIL 115). 0 6Y9L.QmEcl PARAPET WALL B. CURB SERIES °ROMIG 0 327B INSIDE CORNER REINFORCEMENT - PREFORMED CORNER DETAIL OM OLTTAIL APPLAILS TO: ALL SYSTEMS GAF www.gel.cprn SCALE N.T.S. REVISION DATE 10-3-17 191 Architectural Detail Drawings APPROX. 8(203 mm) APPROX. B" (203 mm) FOLD LINE CUT A SECTION OF BON -REINFORCED EVERGUARDe MEMBRANE. FOLD ALONG LINE AS INDICATED. NOTE: UNFOLD PIECE MEMBRANE SURFACE MEMBRANE UNDERSIDE FOLD CORNER HEAT -WELD AREA AS SHOWN /r,dr COFIELD FABRICATED INSIDE RdIrORCED EVERGUARD. MEMBRANE (PERIMETER RNER 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). TS GAF www.gatcom 1 CAmous DrIve Plusippeny, NJ OTOS. . 1L7v-gt°9-4R1- PARAPET WALL 8. CURB SERIES DRAWING A 327D INSIDE CORNER REINFORCEMENT - FIELD FABRICATION DETAIL MS °STAN. APPLIES TO. ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-26-17 192 Architectural Detail Drawing's INOTE.I CURB OR WALL REINFORCED EVERGUARD6 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) CURB OR WALL REINFORCED EVERGUARD® 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 HEAT -WELDED LAP REINFORCED EVERGUARDe 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 EVERGUARDe FREEDOM'" MEMBRANE 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). 0 www.gat.rn 1 Como b.k. PARAPET WALL & CURB SERIES DRAWING . 328A INSIDE CORNER FABRICATION - 2 STEP "PIG EAR" UP DETAIL MIS DETAIL APPLIES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-27-17 193 Architectural Detail Drawings 1 PIECE METHOD 2 PIECE METHOD NOTE: CURB OR WALL REINFORCED EVERGUARD6 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 EVERGUARDe 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 EVERGUARDa 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). a GAF www. got com I CANNA onve. Esnomny, ELI am% ilv;"9-11414 PARAPET WALL & CURB SERIES DRAWING # 328B INSIDE CORNER FABRICATION - "PIG EAR" DOWN DETAIL DOS DETAIL APPUES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-28-17 194 Architectural Detail Drawings NOTE: REFER TO PARAPET AND WALL DETAIL FOR TERMINATION HEAT WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) EVERGUARD° PREFORMED CORNER HEAT -WELDED LAP 1. FOR INSULATION THICKNESS GREATER THAN S" (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. 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 EVERGUARD° DETAIL 115). STEP 1 STEP 2 ALTERNATE WALUCURB ATTACHMENT 5-91- 1!ard PARAPET WALL g CURB SERIES OMWIND l 329A OUTSIDE CORNER REINFORCEMENT - PREFORMED CORNER DETAIL TM 0E0. APPLIES TD. ALL SYSTEMS www.gei-com oos SCALE N.T.S. REVISION DATE 6-26-17 195 Architectural Detail Drawings NOTE:! REFERENCE EVERGUAROPARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR WALL OR CURB TERMINATION DRILL-TEC FASTENERS AND PLATES 12" (305 mm) O.C. EVERGUARDe BONDING ADHESIVE (OPTIONAL) HEAT -WELDED LAP HEAT -WELD EXPANSION JOINT FLANGE TO WALL FLASHING ADJACENT TO BELLOWS TO HOLD PROPER ELEVATION FACTORY FABRICATED EVERGUARD6' EXPANSION JOINT COVER RUN EVERGUARIP 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-TEC FASTENERS ANO PLATES 12' (305 mm) O.C. (6" (152 mml 0.C. FOR BALLAST SYSTEM) HEAT -WELDED LAP EVERGUARD°TPO CUT EDGE SEALANT REINFORCED EVERGUAREP MEMBRANE ENERGYGUARD"ROOF INSULATION WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN. FOAM,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 EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). rj EXPANSION JOINT SERIES 403A TPO FACTORY FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE ALL SYSTEMS GAF1:C19MA wwwg�tconl . 57 N.T.S. TPO ONLY 6-20-16 1 96 Architectural Detail Drawings NOTE: REFERENCE EVERGUARD°PARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR WALL OR CURB TERMINATION REINFORCED EVERGUARD° MEMBRANE EVERGUARD BONDING ADHESIVE (OPTIONAL) HEAT -WELDED LAP DRILL-TECT' 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 EVERGUARD MEMBRANE /77/7 ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER 5/4" x 4" (31.8 mm x 102 mm) MIN. SECURED TO DECK BATT 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 EVERGUARD° DETAIL 115). u4r EXPANSION JOINT SERIES DRAWING N 4O3B FIELD FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE THE DETAIL APPLIES TO: ALL SYSTEMS (ate WWW.paLcorn 1 tnpu Drh". ms+ A«wN wy.wo-16 SCALE N.T.S. 6-REVISION20 DALE 197 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 EVERGUARD° MEMBRANE DRILL-TEC' FASTENERS 12" (305 mm) O.C. HEAT -WELDED LAP EVERGUARD°TPO CUT EDGE SEALANT REINFORCED EVERGUARD° MEMBRANE NOTE;] ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE REFERENCEEVERGUARD° PARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR BASE TERMINATION 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2, FOR SELF -ADHERED RAPIDSEAMT' TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330fOR LAP APPLICATION. 3. IF EVERGUARDe FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 4. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). -P- -1 Q44-0- ROOF PENETRATION SERIES DRAVA. a 503A TERMINATION AT R.T.U. WITH WELDED LAP DETAIL IIMS DETAIL API•LJES TD- ALL SYSTEMS aJ vAaNv.gof. corn 1 CM 1}1.1 aurtnaay, NJ Omsa SCALE N.T.S. REVISION [WE 6-21-16 198 Architectural Detail Drawings NOTE R.T.U. DRILL-TEC' FASTENERS 12" (305 mm) O.0 MAX WOOD NAILER [1 11IITiI d METAL COUNTERFLASHING OR SLIP FLASHING BY OTHERS 3" (76.2 mm) MIN. FACE. INSULATED METAL CURB ENERGYGUARD" 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 EVERGUARDe 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 EVERGUARDe FREEDOM" MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 4. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). www,gaf.com 1 Camps Dive, P4.1.41,. NJ OM. 6 Elf4:99-411 ROOF PENETRATION SERIES DRAWING # 503B , TERMINATION AT EXISTING R.T.U. WITH COUNTERFLASHING DETAIL THIS DETAIL APPLIES TOGAF ' ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-21-16 199 1 Architectural Detail Drawings ROOF HATCH BY OTHERS SOLID BACKER ROD 50% LARGER THAN OPENING MEMBRANE MUST BE ON THREE SIDES OF HATCH OPENING EVERGUARD® ADHESIVE (OPTIONAL) REINFORCED EVERGUARLi MEMBRANE DRILL-TEe PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP NOTE: WALKWAY PAD REQ. AT ROOF ACCESS ENERGYGUARD- ROOF INSULATION ROOF DECK/SUBSTRATE 1, FOR INSULATION THICKNESS GREATER THAN IF (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUARCP FREEDOM" MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. FOR SELF -ADHERED RAPIDSEAM" TECHNOLOGY SYSTEMS, SEE EVERGUARCP DETAIL 330 FOR LAP APPLICATION. 4. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). ROOF PENETRATION SERIES DRAWING r, 505 ROOF HATCH DETAIL ONO SETAA. APKIES TO AL L SYSTEMS TA.A.r.gef.com ETAAATT, . OTOS. SCALE N.T.S. REVISION DATE 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 FLEXSEALO1 CAULK GRADE SEALANT EVERGUARDPREMOLDED VENT BOOT DRILL-TEC' PLATES & SCREWS 4 PER PENETRATION HEAT -WELDED LAP REINFORCED EVERGUAREIr MEMBRANE ENERGYGUARD,r ROOF INSULATION ROOF DECK/SUBSTRATE NOTE:, 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). v-u ROOF PENETRATION SERIES DRAWING. 506A PREMOLDED VENT BOOT FLASHING DETAIL THIS DETAIL APPLIES TO'. ALL SYSTEMS wwW'gaf'mm 1 Comp. Pwa. PAWN., IW 0705+ SCALE N.T.S. REVISION DATE 6-26-17 201 Architectural Detail Drawings (NOTEI TARGET MADE FROM EVERGUARD. MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEAl!' CAULK GRADE SEALANT EVERGUARD® WATER -BLOCK OR SEALANT EVERGUARD° BONDING ADHESIVE (OPTIONAL) EVERGUARD® DETAIL MEMBRANE DRILL-TEC PLATES & SCREWS 4 PER PENETRATION EVERGUARD° MEMBRANE TARGET 1/2" UP PIPE HEAT -WELDED LAP REINFORCED EVERGUARIf MEMBRANE ROOF DECK/SUBSTRATE ENERGYGUARe ROOF 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD. DETAIL 115). 8 GAF vAwAgef.com 1 Campus omoe NMPIMUly. NJ 0705,1 SWAM r13 ROOF PENETRATION SERIES DRAWING X 507 FIELD -WRAPPED PENETRATION FLASHING DETAIL .13 DETAIL APPLES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 202 Architectural Detail Drawings NOTEI TARGET MADE FROM EVERGUARD° MEMBRANE STAINLESS STEEL CLAMP HIGH TEMPERATURE PIPE STACK EVERGUARDe BONDING ADHESIVE (OPTIONAL) EVERGUARD° WATER -BLOCK OR FLEX SEA C CAULK GRADE 24 GA. GALV PAN EVERGUARDe 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 EVERGUARIf MEMBRANE TARGET (SEE ABOVE) REINFORCED EVERGUARDe /--- MEMBRANE \\— ROOF DECIQSUBSTRATE 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). w7.01.com monapaor,..4 8 lEfst9m4r4 ROOF PENETRATION SERIES DRAWING //GAF 508 HIGH TEMPERATURE STACK FLASHING DETAIL THIS DETAIL APPLIES TO 1 ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 203 Architectural Detail Drawings [NOTE: 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 EVERGUARDe 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115), ROOF PROJECTION EVERGUARCf COATED METAL VERGUARDe POURABLE SEALANT I QUICK -SET NON -SHRINK GROUT EVERGUARDe 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) EVERGUARDe 6" (152 mm) WIDE FLASHING STRIP HEAT -WELDED REINFORCED EVERGUARD® MEMBRANE ENERGYGUARD"ROOF INSULATION ROOF DECK/SUBSTRATE ROOF PENETRATION SERIES DRAWING " 509 COATED METAL SEALANT BOX PENETRATION FLASHING DETAIL APPLES ALL SYSTEMS www.gsl.com P..w`".m."... SCALE N.T.S. WEwa• wre 12-12-17 204 Architectural Detail Drawings WOOD BLOCKING EVERGUARD6 WALKWAY PAD CONTINUOUS UNDER BLOCKING WOOD NOTE: REINFORCED EVERGUARDe MEMBRANE ENERGYGUARir ROOF INSULATION ROOF DECKJSUBSTRATE 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. GAF 115treEQ-'' ' 11411 ROOF PENETRATION DRAWING 4 511 EXPOSED WOOD EQUIPMENT SUPPORT SLEEPER DETAIL MO DEW. APTUES TO. Adheted Systems Ballasted Systems Mechankally Attached Systems Set- Adhered Systems ve,e,gatcorn SERIES TriPosile Systems SCALE REVISION OATE I Ow. OM ParstoT, . T''. N.T.S. 5-26-16 205 Architectural Detail Drawings 7- 10* • • A71 • mg fiserg I 1111111E11111111111 II MI MEMESIMIIMIE EQUIPMENT SUPPORT BRACKET FLEXSEAL CAULK GRADE SEALANT EQUIPMENT SUPPORT SECURED TO DECK .... Ar# NOTE: EVERGUARD6 BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARDe MEMBRANE DRILL-TEe PLATES 8 SCREWS 12" (305 mm) O.C. (6[152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP REINFORCED EVERGUARD8 MEMBRANE HEAT -WELDED LAP (SEE EVERGUARDe DETAIL 330 FOR SELF- ADI-ERED SYSTEMS) ENERGYGUAREr ROOF INSULATION ROOF DECK/SUBSTRATE 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 EVERGUARDe DETAIL 115), kt"f--9-wci ROOF PENETRATION SERIES DRAWING 4 51 2 CONCEALED WOOD EQUIPMENT SUPPORT DETAIL MD OETAX APR= TO. ALL SYSTEMS vo.A.r.gif ( .00rn PA. SCALE N.T.S. REVISPON DATE 6-21-16 206 Architectural Detail Drawings NOTE: DRAIN CLAMP RING TOPCOAT° FLEXSEAL CAULK GRADE OR EVERGUARD° WATERBLOCK REINFORCED EVERGUAREP MEMBRANE ENERGYGUARe TAPERED INSULATION ENERGYGUARCrROOF INSULATION ROOF DECK/SUBSTRATE 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. lamt9,1140. ROOF PENETRATION SERIES DRAW,* ri 513 DRAIN -STANDARD ROOF DRAIN FLASHING DETAIL TM OSTAlt APPLES TO. ALL SYSTEMS www.oat.rxel f Canow, C., PM. 1.11 M. KALE N.T.S. REVIS0,1 0.10E 6-21-16 207 Architectural Detail Drawings 1/4" x 6" (6 mm X 152 mm) LAG SCREW NOTE: 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 EVERGUARDe TPO MEMBRANE ENERGYGUARIr 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. 2. EVERGUARDe PRE FABRICATED DRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN. 3. REFER TO PRODUCT APPLICATION INSTRUCTIONS FOR DRAIN PIPE SECUREMENT. 4, APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115), GAF 1361 Nos Rd WaYne. NJ 07470 ww.gst cum Smr-09-414 ROOF PENETRATION SERIES DRAM** 514 DRAIN - EVERGUARD TPO COATED DRAIN DETAIL MRS OEM. AMASS TO ALL SYSTEMS SCAXE NT$. REVISION DATE 12-12-17 208 Architectural Detail Drawings 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 EVERGUARDe MEMBRANE ENERGYGUARIr ROOF 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 EVERGUARDe DETAIL 115), 0 AEWEQUilEci ROOF PENETRATION SERIES DRAWING A+GAF 515 DRAIN - HERCULES® COATED METAL DRAIN DETAIL APPUES TO' ALL SYSTEMS www.gatcom 1 Cam Delve. Panspperry, ft, OTON ... F N.T.S. REVISION MTh 12-12-17 209 Architectural Detail Drawings 1 L NOTE: WING NUT HAND TIGHTENED °MG. 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 ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE EXISTING DRAIN PIPE OMGeSPEEDTITE' 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). affP19.40 ROOF PENETRATION SERIES DRAVA.. M 516 DRAIN - OMG® SPEEDTITE' COATED METAL DRAIN DETAIL IRIS DETAIL ARRAN TOGAF' ALL SYSTEMS www.gel.com I Cam. ON, Psnmm, NJ 11,CA. CON N N.T.S. REVISION DATE 12-12-17 210 Architectural Detail Drawings MIN 17 (305 mm) 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 EVERGUAROTPO 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 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, GAF www.gatearn 1 CANNA Dme• Aarusorm NJ OM. lEm-gllarl ROOF PENETRATION SERIES DRAWING If 518 DRAIN- SEVERE SUMP TARGET THIS DETAIL APPLES TO. Adhered Systems Ballasted Systems Mechanically Meshed Systems TriPosite Systems SCSI N.T.S. REVISION DATE .10-3-17 211 Architectural Detail Drawings 1" (2 .4 0 0 0 a PLAN VIEW NOTE: DRILL-TEC" PLATES & SCREWS 12" (305 mm) O.C. DRAIN STRAINER DRAIN CLAMP RING EVERGUARDeWATER BLOCK OR FLEXSEAC CAULK GRADE SEALANT REINFORCED EVERGUARDe MEMBRANE (SMOOTH ONLY) TARGET ENERGYGUARD" TAPERED ROOF INSULATION HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE DRILL-TEC' PLATES & SCREWS 12" (305 mm) 0.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 EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). WOOING X ORS OEM& APKIIES TO gv—'er°--34-411 519 DRAIN - PRE TARGET Adhered Systems Ballasted Systems Self -Adhered Systems Heat -Weld Only ROOF PENETRATION Mechanically Attached Systems www.gatcaln I Caw.* Crew SERIES TriPosite Systems SCALE RENOWN OATE Pormipprtnr. NI 07054 N.T.S. 6-22-16 212 Architectural Detail Drawings 1" (25.4 DRAIN STRAINER DRAIN CLAMP RING EVERGUARDPWATER-BLOCK OR FLEXSEAC CAULK GRADE SEALANT REINFORCED EVERGUARD° MEMBRANE (SMOOTH ONLY) EN ERGYGUARD" TAPERED ROOF INSULATION (OPTIONAL) HEAT -WELDED LAP 111111 , AVAW, NOTE:j REINFORCED EVERGUARe MEMBRANE ENERGYGUARDROOF INSULATION 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. 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). a GAF swn.v.gaf. earn 1 Conpve 0. PenlIPP011y. 4.10,054 1E-et:-Qm-4r1 ROOF PENETRATION SERIES DRAWING ll 520 DRAIN - POST TARGET 1 THIS DETAIL APPLIES TO. , ALL SYSTEMS SCALE N.T.S. REVISION DATE 6-22-16 213 CONTINUOUS PENETRATION PREMOLDED EVERGUARe SPLIT PIPE BOOT FLEXSEAL7 CAULK GRADE SEALANT EVERGUARI, WATER -BLOCK OR FLEXSEAI UNDER METAL BAND HEAT WELDED LAP EVERGUARD. REINFORCED MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD. DETAIL 115). ''-‘1.4r ROOF PENETRATION SERIES DRAW? 524 SPLIT PIPE BOOT DETAIL rM. APPLIES TO ALL SYSTEMS GAFYer- www.getcorn I Svn, Drm PMVOIMV, NJ OM. SCALE N.T.S, REVISION DATE 12-12-17 214 Architectural Detail Drawings NOTE: ROOF PROJECTION PREMOLDED EVERGUARD® SEALANT POCKET PRIME INSIDE OF SEALANT POCKET (TPO ONLY) EVERGUARD® APPROVED SEALANTS QUICK SET NON -SHRINK GROUT IN POCKET UNDER SEALANT HEAT WELD FLANGE MIN. 2" (52 mm) EVERGUARD REINFORCED MEMBRANE ENERGYGUARDD 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. 43190.44! ROOF PENETRATION SERIES DRAWING P 525APOURABLE SEALANT POCKET DETAIL THE DETAIL APPLE TO; ALL SYSTEMS Www"gaf cem OCKE N.T.S. RETWOn DATE 12-12-17 215 ALTERNATE INSTALLATION EVERGUARCfSQUARE TUBE WRAP TARGET MADE FROM EVERGUARD° MEMBRANE PENETRATION EVERGUARD'SQUARE TUBE WRAP FLEXSEAL CAULK GRADE SEALANT METAL BAND EVERGUARD® WATER -BLOCK OR FLEXSEAL"' UNDER METAL BAND PIECES OF EVERGUARD®WALKWAY PAD SEE NOTE #1 DRILL-TEC" PLATES & SCREWS 4 PER STACK CONCEALED UNDER FLANGE HEAT -WELDED LAP AROUND PERIMETER OF EVERGUARD® TPO SQUARE TUBE WRAP REINFORCED EVERGUARD® MEMBRANE ENERGYGUARD"ROOF INSULATION ROOF DECK/SUBSTRATE NOTE: 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 EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD' DETAIL 115). -P ENETR?d ROOF SERIES ORAWNIO N 527 SQUARE TUBE WRAP DETAIL THIS pETm. APMffi5 TO. AILL SYSTEMS GAF 1Ca mp. tcom �Nrany. N, Nros. SCALE N.T.S. REVISION DATE 12-12-17 216 Architectural Detail Drawings SHINGLES, TILE, OR METAL PANELS BY OTHER MANUFACTURERS CONTINUE UNDERLAYMENT OVER EVERGUARDe MEMBRANE FLASHING APPROVED FASTENERS EVERGUARDe WATER BLOCK EVERGUARDe BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD" 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) O.C. FOR BALLASTED SYSTEMS NOTE: 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 EVERGUAREP DETAIL 330 FOR LAP APPLICATION. 5, APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115), ES --- - '---- SPECIAL CONSTRUCTION SERIES CRAVANG A 601A STEEP SLOPE TIE-IN DETAIL MIS DETAIL APPLIES TO. ALL SYSTEMS wrAx.paE.COnt t Caw 0.• SCALE N.T.S. TPO ONLY REM VON DATE 12-14-16 217 Architectural Detail Drawings NOT STONE/PAVER BALLAST EVERGUARCP POLY CUSHIONING LAYER REINFORCED EVERGUARCP MEMBRANE CONCRETE PAVER EVERGUARCP POLY CUSHION I NG LAYER (IF BALLAST ROCK IS RE -USED) REINFORCED EVERGUARCP MEMBRANE STONE/PAVER BALLAST ENERGYGUARCr ROOF INSULATION ROOF DECK / SUBSTRATE 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, worw.gat.com 071. Pant., RV 070S• 0!) 1C-v-v-'1 SPECIAL CONSTRUCTION SERIES DRAWING • 603 PAVER WALKWAY INSTALLATION DETAIL T•It5 DETAIL APPLES TO: Ballasted Systems SCALE N.T.S. REVISION DATE 12-12-17 218 Architectural Detail Drawings HEAT -WELDED AREA 2" (52 mm) CONTINUOUSLY AROUND PERIMETER ROUND CORNERS EVERGUARD WALKWAY PAD CUT FROM WALKWAY ROLL HEAT -WELDED LAP EVERGUARDe REINFORCED MEMBRANE ENERGYGUARD- ROOF INSULATION ROOF DECK / SUBSTRATE NOTE 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. " — ."''''. SPEC...I: CONSTRUCTION SERIES WANING P 604 HEAT WELDED WALKWAY INSTALLATION TINS OETAIL APPUE5 TO- ALL SYSTEMS r'ar; - peto.n1 Prosaam......1.4 SCALE N.T.S. REVISION DATE 12-15-17 219 A oot 111111.11.11111.111111111111111111111111 if A SECTION A NOTE: DETAIL IS NOT GUARANTEED A HEAT WELD (BOTH SIDES) LIGHTNING ROD CABLE LINE/LIGHTNING ROD BASE REINFORCED EVERGUARD° MEMBRANE 6" (152 mm) x 6" (152 mm) PA1CH HEAT -WELDED LAP REINFORCED EVERGUARD. MEMBRANE ROOF DECK / SUBSTRATE ENERGYGUARD ROOF INSULATION 1. APPLY EVERGUARD°TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 8 45v-er—Qualr4 ROOF PENETRATION SERIES DRAWING S 605 LIGHTNING PROTECTION TERMINAL — ROOF MOUNT DETAIL THIS DETAIL APPLIES TO ALL SYSTEMS www.gatcorn 1 Can.,. OW• P....PPOnY. PiJ W. SCALE N.T.S. REVISION DATE 8-28-17 220 Architectural Detail Drawings DETAIL IS NOT GUARANTEED ALTERNATE ROD WALL MOUNT REINFORCED EVERGUARD® MEMBRANE EVERGUARD° GUN -GRADE SEALANT AROUND PLATE EVERGUARD° WATER BLOCK BETWEEN PLATE AND FLASHING MEMBRANE SIDE MOUNT LIGHTING ROD HOLDER 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 11-41-‘14rUV7 ROOF PENETRATION SERIES DRAWING • LIGHTNING PROTECTION TERMINAL - WALL MOUNT DETAIL WO DETAIL APPLES TO ALL SYSTEMS worn. petcom p.:..._.:z.. SCALE N.T.S. REv.SLoN DATE 11-27-17 221 Architectural Detail Drawings r 4 CONCRETE BLOCK WEIGHT SATELLITE DISH BASE TRAY EVERGUARD. WALKWAY PAD EVERGUARDC REINFORCED MEMBRANE ROOF DECK / SUBSTRATE ENERGYGUARCi" ROOF INSULATION 6 ROOF PENETRATION SERIES DRAWING 0 608 SATELLITE DISH MOUNTING TAM DETAIL AMES TO ALL SYSTEMS GAPf-grqv4R1 www gen own 1 Q.... Onwe P...01.../..., OM. SCALE N.T.S. FEEVISiON DATE 6-26-17 222 Glossary Section 6: Glossary* *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 Glossary 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 226 Glossary 227 Glossary 228 ^ Hotline 800-766'3411 (800'R(]OF'411) tech nica|questions(@ga[com GAF 1 Campus Drive Parsippany, NJO7O54 9)eo1rGAF V|u wupo Comsseno When Recorded, Return to: King County Housing Authority Attention: Michael Cuadra 700 Andover Park West Tukwila, WA 98188 1111111111111111111111111 20190829000396 COVENANT Rec: $105.60 8/29/2010 11:30 AM KING COUNTY, WA Condominium Sale Prohibition Covenant Grantor(s) : Housing Authority of the County of King Grantee: The State of Washington Legal Description: Abbreviated form: ADAMS HOME TRS Full legal description on Exhibit A Assessor's Property Tax Parcel or Account Number: 004000-0250 11 RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER CORRE TION R- CODE COMPLIANCE . APPROVED • SEP 2 4 2019 City of Tukwila ISION 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 unit 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 SIGNATURES, ACKNOWLEDGEMENTS AND NOTARY (INDIVIDUAL —attach more pages if needed) Dated: Owner/Grantor Signatu e Daniel R Watson Printed Name • State of Washington ) ss County of I certify that I know or have satisfactory evidence that faii/Zit 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. Date: 0'1 NOTA Y PUBLIC in and for the State of Washington Residing at My commission e PRINT NAME: s: /f4VA4.: x/f1' <1./ ,/ 7-,7/f4 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 r� City of Tukwila Department of Community Development August 19, 2019 MICHAEL CUADRA 700 ANDOVER PARK W - SUITE C TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0239 PACIFIC COURT - MAINTENANCE BUILDING - 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 11 x 17 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 manufacturers 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. Engineer's 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. • Please provide a cost breakdown of exterior renovation cost and interior renovation cost to determine if design review is required. • 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 Sheet' must 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, '4) R„,1 Bill Rambo Permit Technician File No. D19-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT CO RD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0239 DATE: 08/30/ 9 PROJECT NAME: PACIFIC COURT - MAINTENANCE BLDG SITE ADDRESS. 4028 S 146TH ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: g Division Public Works Fire Prevention Structural LI tol Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable 0 (no approval/review required) DATE: 09/03/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/01/2019 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED Departments issued corrections: Bldg p Fire Ping D PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0239 DATE: 07/24/19 PROJECT NAME: PACIFIC COURT MAINTENANCE BUILDING SITE ADDRESS: 4028 S 146 ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: BuildinF&vision Public Works 71-11f Al'4 Corria Planning Division Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Permit Coordinator DATE: 07/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Approved with Conditions DUE DATE: 08/22/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 13 Departments issued corrections: Bldg Fire p Ping PW LJ Staff Initials: 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 19-0239 ❑ 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 # RECEIVED CITY OF TUKWILA AUG 3 0 2019 Project Name: Pacific Court — Maintenance Bldg PERMIT CENTER Project Address: 4028 S 146 St Contact Person: LEVI JETTE Phone Number: 206-224-3317 Summary of Revision: BUILDING DEPARTMENT 1. DRAWINGS REVISED TO INCLUDE ADDITIONAL RIGID INSULATION ON TOP OF DECK AT THE MAINTENANCE BUILDING. SEE DETAILS 1 & 2 / S1.2. INSULATION TAPERS FROM 5-1/2" TO 9" (R-35.75 TO R58.5) 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. STRUCTURAL DRAWINGS (S1.1 THRU S1.5) AND STRUCTURAL CALCULATIONS HAVE BEEN STAMPED AND DATED. PLANNING DEPARTMENT 1. COST ESTIMATE OF RENOVATIONS INCLUDED. Sheet Number(s): A5.3, S1.1, S1.2, S1.3, S1.4, S1.5 "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 Home Espanol Contact, Search StARC14 Safety & Health Claims & Insurance 41111114k Washington State Department of Labor & Industries A-2:: In clex Hetp 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— 06/2912021 Bond WESTERN SURETY CO Bond account no. 15126755 $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 L8.1 11/07/2018 $1,000,000.00 Effective date 11/07/2018 Expiration date 11/07/2019 Insurance history §r1P, No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. TP3! 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 DRAFTING SYMBOLS 4028 S 146TH ST, TUKWILA, WA ABBREVIATIONS GCOR GCT0V N & AND GA GAUGE ITT QUARRY TILE SIM L ANGLE GALV GALVANIZED 1 WALL SECTION NE DELRIDGE AT GB GRAS BAR Ror PAD RADIUS A101 0 DIAMETER GL GLASS RB RESILIENT BASE # POUND OR NUMBER GLB GLU-LAM BEAM RCP REFLECTED CEILING PLAN (E) EXISTING END GROUND RD ROOF DRAIN SIM 5i�3 CL CENTERLINE OR GRADE REF REFERENCE 1 BLDG SECTION �, 0- GRID GROUTED REFR REFRIGERATOR A101 A.B. ANCHOR BOLT GWB GYPSUM WALL BOARD REINF REINFORCED ABV ABOVE CONDITIONING HB HOSE BIBB RELOC REQ'D RELOCATE REQUIRED 1 White Center 5 AIR HC HANDICAP RES RESILIENT ACT ACOUSTIC CEILING TILE ACU AIR CONDITION UNIT HCMU HOLLOW CLAY MASONRY UNIT RM ROOM 1 A101 1 EXTERIOR ELEVATION ADJ ADJUSTABLE HOWO HARDWOOD RO ROUGH OPENING fLL_.,TOS;tT Bryn AFT ABOVE FINISHED FLOOR HOWE HARDWARE HT HEIGHT RV RL ROOF VENT RAIN WATER LEADER Mawr -skyway ALT ALTERNATE HM HOLLOW METAL ALUM ALUMINUM HA HOUR APPROX APPROXIMATELY HORIZ HORIZONTAL S SOUTH 1 Renton SA SMOKE ALARM tfi7. BLDG BUILDING I.D. INSIDE DIAMETER Be SCHED SOLID CORE SCHEDULE 1 A101 1 INTERIOR ELEVATION TIJkwild BLW BELOW INSUL INSULATION SECT SECTION B.O. BOTTOM OF INT INTERIOR SG SAFETY GLASS 1 BUrlen 51g SHT SHEET CB CATCH BASIN JAN JANITOR JT JOINT SIM SIMILAR SIM '.. CBB CEMENT BACKER BOARD SPEC SPECIFICATION 1 DETAIL CEM CEMENT KIT KITCHEN SQ SQUARE SIOUTIICENTLR CJ CONTROL JOINT S.S. STAINLESS STEEL CL CENTERLINE LAB LABORATORY STA STATION SeaTac CaSr_ CLG CEILING LAM LAMINATE STD STANDARD t rtlfla CLR CLEAR LAV LAVATORY STL STEEL Normandy CO CLEAN OUT LKR LOCKER STN STOft STAIN STORAGE NORTH ARROW IC Park COL COLUMN GONG CONCRETE LOG LOCATE LT LIGHT STRUCT STRUCTURE COND CONDITION LVL LAMINATED VENEER LUMBER SOG SLAB ON GRADE CONT CONTINUOUS CPT CARPET M MEN'S SUSP SYM SUSPENDED SYMMETRICAL CT CERAMICTILE MATL MATERIAL O GRID HEAD MAX MAXIMUM T,TMP TEMPERED VICINITY MAP DBL DOUBLE DEMO DEMOLISH MC MEDICINE CABINET MECH MECHANICAL T&G TONGUE & GROOVE ROOM NAME TAG NTS DF DRINKING FOUNTAIN MEMB MEMBRANErib-1-1 TEL TELEPHONEROOM OIA DIAMETER MFR MANUFACTURER TER TERRAllO DIFF DIFFUSER MIN MINIMUM THK T.O. THICK TUBEOP DIM DIMENSION MIR MIRROR TS TUBE STEEL S tt WINDOW TAG GENERAL NOTES DISP DISPENSER MISC MISCELLANEOUS TV TELEVISION ON DOWN MH MANHOLE TYP TYPICAL DR DOOR MO MASONRY OPENING FriWALL 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 DTL DETAIL MTD METAL UL UNDERWRITERS' LABORATORIES PRIOR TO STARTING OR CONTINUING WORK IN THE AREA CONCERNED. DIN DISHWASHER MULL MULLION UNO UNLESS NOTED OTHERWISE tt DOOR TAG 3. DO NOT DISCONNECT POWER, DATA OR CABLE DURING CONSTRUCTION. COORDINATE REQUIRED SHUTDOWNS WITH OWNER. E EAST N NORTH VCT VINYL COMPOSITION TILE 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 ([Me), NATIONAL ELECTRICAL CODE (NEC), EF EXHAUST FAN NOM NOMINAL VIF 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 ��" \J 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 EEMERGENCY CIA OVERALL we WATER CLOSET ROOF CAVITIES ARE NOT BEING EXPOSED DURING CONSTRUCTION AND THE ENERGY USE OF THE BUILDING IS NOT INCREASING. PER WSEC EQ 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 XXX SPOT ELEVATION 4. REFER TO WINDOW SCHEDULE FOR WINDOW SIZES AND TYPES. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE OR O.D. OUTSIDE DIAMETER W/O WITHOUT 7px p, WITHIN 24" OF A DOOR IN ANY POSITION TO BE TEMPERED GLASS UNLESS INDICATED OTHERWISE. OFF OFFICE O FF WOM WALK OFF MAT 5. MECHANICAL, ELECTRICAL AND PLUMBING PERMITS TO BE APPLIED FOR UNDER SEPARATE APPLICATION BY CONTRACTOR. FOP FIBER BOARD PANEL OPN OPENING VIM WOMEN'S FD FLOOR DRAIN OPP OPPOSITE VIP WATERPROOFING HAZMAT: FE FIRE EXTINGUISHER WR WATER RESISTANT sL — — CENTERLINE 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 FLR FLOOR PLY PLYWOOD R - PROPERTY LINE 1. WHERE ARE INDICATED ON PLANS TO BE DEMOLISHED, IT SHALL MEAN THE COMPLETE REMOVAL AND DISPOSAL OF THE ITEM INDICATED 1, WHEREE IT 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, PNT PAINT XXX XXX FLOOR TRANSITION 2. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR CUTTING AND PATCHING WORK. INSTALL BY CONTRACTOR POC POINT OF CONNECTION P010 FURNISHED BY OWNER PR PAIR DIMENSIONS: INSTALL BY OWNER PARALLEL STRAND LUMBER � REVISION 1. SCALE DRAWINGS. FR FIRE RESISTANT PT PRESSURE TREATED FIT 2. VERIFY DIMENSIONS SHOWN ON DRAWINGS. USE ONLY DIMENSIONS INDICATED. PRIOR TO STARTING OR CONTINUING WORK, NOTIFY ARCHITECT IFY VERIFY 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. —h>— 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 DETAIL BORDER I. 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 AND TO MAINTAIN AN ENVIRONMENT SUITABLE TO PERMIT CONTINUED OCCUPANCY OF SUBJECT AND ADJACENT BUILDINGS. BATT INSULATION s' '• .. - CONCRETE RIGID INSULATION OCCUPANTS 2. REVIEW DEMOLITION DRAWINGS. PATCH AND REPAIR ALL EXISTING SURFACES AFFECTED BY DEMOLITION WORK.. 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 EARTH O O oo oo�C GRAVEL WOOD AND COMMUNICATION ROOMS. 5. COORDINATE AND PROVIDE REQUIRED PENETRATIONS AND PATCHING WITH INDIVIDUAL SUBCONTRACTORS TO SUIT NEW WORK. _I MASONRY PLYWOOD � STEEL REVISIONS No c.:a.rlae nal! be ntaae to the scope of work witnoui pi. apDroval of the Tukwila Budding D v,sion. NOTE: Revisions will reauue a new Dian 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: michaei@caseeng.com STRUCTUCTURALRAL I EER ZONING ANALYSIS PCS STRUCTURAL SOLUTIONS OLU 1011 WESTERN AVE #810 SEATTLE, WA 98104 NUM PARCEPARCEL NUMBER L 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 2015 INTERNATIONAL 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' 13/8" PARKING QUANTITY NO CHANGE REQUIRED SETBACKS NO CHANGE FILE COPV Permit No. Plan review approval is subject to errors ano omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance Receipt of aporoved Field Copy and Conmti s Is a¢Kn w{edgec: By. AS! Date i © • 4 - ( CIN or T—Vila BUILDING DIVISION REVIEWS FpIEWS pR CODE COMPLIANCE APPROVED �S�EP 27 �_I" City of Tukwila I BUILDING DIVISION k , 0-23? COVER e 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 0 CONCRETE PATIO DEMO SCOPE (E) RETAINING WALL (E) MANHOLE SITE PLAN 1" = 20'-0" _ PROPERTY LINE 128.74' x—x—x x x° x --x —x o (E)MECHANICAL ' 'I BLDG Z 870 SF +/- (E) PAVED FLOOR PLATE COURTYARD oo o O— (E) ASPHALT H PARKING — a "a m � O yJ F I• O W X a (E) TRASH ENCLOSURE (E) BLDG B 4,060 SF +/- FLOOR PLATE r T --- TYP ) ( (E) BLDG A 8,450 SF +/- FLOOR PLATE �t I A I I (E) COMMUNITY BLDGI x x (E) VEHICLE GATE `PROPERTY LINE 128.74"�- S 146TH ST TYP D22 x—x —x ON (E) PEDESTRIAN GATE >s (E) 6' WD FENCE, TYP KEYNOTE LEGEND MARK KEYNOTE TEXT 26.13 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, 18" DEPTH 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 D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB LIGHTING LEGEND o M-C) LIGHTING PER ELEC P, TRENCHING RECEIVED CITY OF 1'UKWILA JUL 2 4 2019 PERMIT CENTER GENERAL NOTES 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM 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 BY THE 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 AUTHORIZATION. 3. CONTRACTOR TO PROVIDE PARKING LOT STRIPING TO MATCH EXISTING. TREE PROTECTION & VEGETATION REMOVAL 1. THE CONTRACTOR SHALL PRESERVE ONSITE VEGETATION TO THE MAXIMUM EXTENT POSSIBLE. 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. 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 CRITICAL ROOT ZONE (ICRZ). 5. IF ROOTS 21NCHES 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 CDNTRACTOR 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. 4. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS BEYOND THE SCOPE OF WORK TO THEIR EXISTING CONDITIOt3N OR BETTER. HYDROSEED ALL GRASS AREAS DISTURBED. U OZ 1050 N.38th St. Seattle, WA 98103 ex: 206.675-9151 ——shksarchitects.com 5158 REGISTERED ARC TECT —4STATF 10NATHAN K HA U G _'OF WASHI 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: Remarks FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION SITE PLAN A1.0 3 AD3.1 c (E) ELECTRICAL METERS 1 AD3.1 c Irr DS C) C a DEMO - MAINT BLDG - FIRST FLOOR 3 AD3.1c DEMO 1�111 1 A03.1 c 13' - 7" TYP D7 (E) FIRE ALARM STROBE 4 AD3.1 c — S13 C) U - ROOF PLAN 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 D5 DEMO (E) METAL COLUMN, DEMO (E) CONC POST BASE 12" BELOW ASPHALT D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D9 DEMO (E) DOWNSPOUT D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D28 DEMO (E) CHIMNEY, REMOVE INTERIOR FIREPLACE AND MANTLE D40 DEMO (E) DAMAGED SHEATHING, ASSUME 50% REPLACEMENT FOR THE PURPOSES OF BID S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOX TO FACILITATE OTHER CLADDING DEMO SCOPE S10 DETACH AND TEMPORARILY RELOCATE (E) FIRE ALARM DEVICE FOR REINSTALLATION S11 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION S13 SALVAGE (E) SOLAR ARRAY FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH (E) WALL L 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 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.shksarchitects.com stsa REGISTERED ARC ITECT JONATHAN H. HA G STAFF 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 PERMIT CENTER JUL 2 4 2019 �x R 91NED FOR APR VOED SEP 27 2019 _City Of Tukwila BUILDING DIVISION — DEMO - MAINT — BLDG - FLOOR & — ROOF PLAN TYP - D41 I------ II — MAINTENANCE BLDG ROOF... 16' - Q. +/- `r MAINTENANCE BLDG LOWER ROOF Aj, 1ST FL00 — o° 1 DEMO - MAINT BLDG - NORTH ELEVATION DEMO - MAINT BLDG - SOUTH ELEVATION n — � — — — — — — — — MAINTENANCE 16D_ +/ II ( S13 ------------------------------------------------- / III II III III III III II III III III / III II III III III III II III III III DEMO - MAINT BLDG - WEST ELEVATION 1/8" =,,_O" S16 S13 D41 (E) FIRE ALARM STROBE II II ----------- ------------------------------------------ ------------I FTT— c--= I II III III III I I I I11 III III III III � � i MAINTENANCE BLDG LOWER R°°/- ,ice 1 ST FLOOR 7 0„ MAINTENANCE BLDG ROOF 16'-0,�+/- 1 MAINTENANCE BLDG LOWER /I I ROOF �11 (E) FIRE ALARM DEMO - MAINT BLDG - EAST ELEVATION — — -- a a s• w KEYNOTE LEGEND MARK KEYNOTE TEXT Dt 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 D5 DEMO (E) METAL COLUMN, DEMO (E) GONG POST BASE 12" BELOW ASPHALT D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D9 DEMO (E) DOWNSPOUT D14 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D15 DEMO (E) VENT EXHAUST HOOD D16 DEMO (E) GRAWLSPACE VENT COVER, SCREENED D27 DEMO (E) WALL SWEEP D28 DEMO (E) CHIMNEY, REMOVE INTERIOR FIREPLACE AND MANTLE D41 DEMO (E) BUILDING MOUNTED SITE LIGHTING AND CONDUIT, REF TO ELECTRICAL S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOX TO FACILITATE OTHER CLADDING DEMO SCOPE S10 DETACH AND TEMPORARILY RELOCATE (E) FIRE ALARM DEVICE FOR REINSTALLATION S11 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION S13 SALVAGE (E) SOLAR ARRAY FOR REINSTALLATION S16 SALVAGE (E) SECURITY DEVICE FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH (E) WALL E] DEMOLISH SIDING, ROOFING, WEIR, 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 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 s�sa REGISTERED ARC TECT JONATHAN N. 'QF WA4STATF NA Q SHII GTO — KIngCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 NIB _ Drawn by: FC Checked: u Date: 07/12/2019 _ Scale: As indicated � WED FO ��MP m -Crks APPROVED SEP 2 i 2019 — City Of Tukwila BUILDING DIVISION LEC VELA- DEMO - MAINT - BLDG- JUL 24 2019 - ELEVATIONS PERMIT CENTER AD3.1 C nw MAINT BLDG - FIRST FLOOR PLAN 1 A3.tc w� o� o� 29.5" MAINT BLDG - ROOF PLAN �./ 0 KEYNOTE LEGEND MARK KEYNOTE TEXT 5.4 METAL AWNING 5.12 ROOF ACCESS LADDER 6.9 PARAPET CAP AND FASCIA BOARD 6.27 INFILL FRAMING 7.1 TPD HORIZONTAL MEMBRANE ROOF,1/2" HIGH DENSITY POLYISO COVER BOARD, TAPERED INSULATION AND VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND STRUCTURE 7.2 METAL GUTTER 8.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 10.8 REINSTALL AND SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION, REF 2/A5.5 26A REATTACH (E) ELECTRIC/CABLE BOX AT ORIGINAL LOCATION, PREP AND PAINT CABINET AND SUPPLY CONDUIT TO MATCH ADJACENT SIDING S13 SALVAGE (E) SOLAR ARRAY FOR REINSTALLATION 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 ROOF NOTES: t. 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. S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 98103 - 206.675.9151 www.sh ksa rchitects.com arse REj AR JONATHAN H.STATFOF WA — A 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 SEP 27 2019 City of Tukwila j-BUILDING DIVISION CITY OF TUKWILA a JUL 2 4 2019 PERMIT CENTER 0 6z -MAINTENANCE BLDG R00176 __. F I MAINTENANCE BLDG LOWER R0 1STFLOOR 0„ `r MAINT BLDG - NORTH ELEVATION MAINT BLDG - SOUTH ELEVATION i 1/v.=1'-u" (Di/ a" MAINTENANCE BLDG ROOF ..................,�... MAINTENANCE BLDG LOWER _ R 1ST FLOOR D. IF MAINT BLDG - WEST ELEVATION 3 1/8° = 1'_0° KEYNOTE LEGEND MARK KEYNOTE TEXT 5.12 ROOF ACCESS LADDER 6.2 FIBER CEMENT LAP SIDING ON WRB AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.4 FIBER CEMENT TRIM BOARD 6.10 FIBER CEMENT TRIM AT OUTSIDE WALL CORNER 6.14 PARAPET FRAMING 6.27 INFILL FRAMING 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 7.7 FLASHING AT (E) VENT CAP 8.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 10.8 REINSTALL AND SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION, REF 2/A5.5 11.7 REPLACE WITH 5.12 11.8 REINSTALL SALVAGED SOLAR ARRAY 23.2 HOODED VENT CAP, EXTEND DUCTWORK 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 S13 SALVAGE (E) SOLAR ARRAY FOR REINSTALLATION WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECTEXISTING LANDSCAPE TYP 5.72 - - - - - - MAINTENANCE BLDG ROOF 4, MAINTENANCE BLDG LOWER ROOF --- - - - - - - 101C 101E 1010 [Fill O 101C 1STFLOOR g 6.4 7.7 6.30 70.8 6.14 a TYP TYP TYP 8.2 8.1 6.10 MAINT BLDG - EAST ELEVATION a 4 1/8� - 1'_0"19.1'.,0 r 0 4• 6' 16 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 - PH: 206,675.9151 - www.shksarchilects.com REjGTO AR - JONATHAN H.STATE 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 FO[-REIAEAWED _D6n.COMPLIANCE marks APPROVED - SEP 27 2019 -City of Tukwila BUILDING DIVISION - MAINT BLDG - - EXTERIOR - ELEVATIONS A3.1C 1 A5.3 --------- A5.7 3 A5.7 2 ------------ _ A5.7 -a o 00 00 0 _ 00 00 00 8 A5.4 7 ASA ENLARGED ELEVATION - BLDG A EAST ENLARGED ELEVATION - BLDG A NORTH 2 1/2" = 11_01, ENLARGED ELEVATION - BLDG A WEST 1/2" = T-0" S H K S A R C H I T E C T S 1050 N.36th St. Seattle, WA 98103 - 206.675.9151 www. sh ksarclatects.com 5158 REGISTERED ARC ITECT JONATHAN H. HA G STAFF 'OF WASHI GTO — KingCounty Hausing — Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: 1/2" = 1,01, — RE\jpkA ED FogRem rks _CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION ENLARGED ELEVATIONS A3.1 S H K S A R C H I T E C T S W1 SIDING ASSEMBLY W5 SIDING ASSEMBLY SIDING ASSEMBLIES T. = r-n" (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 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 P (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 - 2 318" PLY SHEATHING WRB • 3/8" RAINSCREEN • FIBER CEMENT PANEL SIDING PER ELEVATIONS BLIND NAIL, PER MFR INSTRUCTIONS SIDING ASSEMBLY -1. REF 1 / A5.1 SIDING ASSEMBLY -1 REF 1 / A5.1 FLASHING TAPE, LAP OVER MTL FLASHING STARTER STRIP 1/4" MIN CLR FLASHING TYPE 1 WRB 1" X 9-1/4" FIBER CEMENT TRIM -- (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 - 4 — GWB 2X4 FRAMING, 16"OC SIDING ASSEMBLY-3 1/2PLY SHEATHING — • WRB WRB 3/8"PLY SHEATHING WRB — • FIBER CEMENT PANEL _- FIBER CEMENT LAP SIDING 1050 N. 38th St. SIDING PER ELEVATIONS PER ELEVATIONS — Seattle, WA 96703 (BATTEN SPACING 16" OC , TYP) (SEE ELEVATIONS FOR — • 206.675.9151 LAP SIDING EXPOSURE) — www.shksarchitects.com 515a REGISTERED — — — — — — — ARC TECT 21i2" FIBER CEMENT BATTEN IONATHANH H. HA G STATF'OF WASHI GTO W3 SIDING ASSEMBLY W4 SIDING ASSEMBLY --------------- CONVENTIONAL MOVING WEATHERSEAL HORIZONTAL TO VERTICAL JOINT SIDING ASSEMBLY PER ELEVATION A �. FIBERCEMENTTRIM BOARD BEYOND _ FLEXIBLE FLASHING SEALANT II 1I -SEALANT, TYP — ^"- 2NIhKing County Housing OigwAuthority SIDE ELEVATION BACKER ROD _ PACIFIC COURT I) ? II_ 1"x3.1/2"FIBER CEMENT ENVELOPE lit) CORNER TRIM, TYP NOTES: NOTES: — UPGRADE 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 — FRONT ELEVATION 4. DIMENSION B SUGGESTED MAXIMUM = 3/8" POSITIVE RUNOFF OF WATER ECEIVCITY OF TU WILA — 1 00% CD (��IDASSEMBLY - OUTSIDE CORNER - PLAN, TYP SEALANT JOINT & BACKER ROD -SECTION, TYP JUL 24 2019 1u2KwiLa waselsa ING / PERMIT CENTER 6„ — MINLAP — Drawn by: FC _ Checked: LJ 4" 4" 4" FOLDED END DAMS F21/�8'ARIES — Date: 07I12/2019 _ 140 DEG. 140 DEG. �— _ Scale: 3" = 1-0' 1/2" - — Revisions: IE 7(8 AS REO'D 4" — No. Date Remarks SIDING ASSEMBLY PER ELEVATION FLEXIBLE FLASHING TYPE 1 TYPE 2 TYPE 3 TYPE 4 (E) PENETRATIONAS REQ'D Y I I -- 2X21NSIDE CORNER WD TRIM V. MIN - 2" MAX @ CONIC1/ " 6" MIN @ GRADE I SEALANT, TYP j FIBER CEMENT TRIM BOARD BEYOND90 )L3 AS AEO'D a S.S. SILL PAN FLASHING PENETRATIONS, TYP 7 WALL BASE -SECTION, TYP 8 SIDING ASSEMBLY - INSIDE CORNER - PLAN, TYP (��LASHING - SECTION, TYP 3„ = P-0„ 3„ = V_O„ REVIEWED FOR CODE COMPLIANCE —APPROVED SEP 27 2019 City of Tukwila BtlILQING DIVISION DETAILS A5.1 PARAPET CORNER TRANSITION, TYP FOAM SEALANT,TYP (E) SHEATHING SMOOTH FIBER CEMENT SOFFIT PANEL SEALANT,TYP EXTERIOR BLOCK TRIM, CUT FROM 1X LUMBER, PNT TO MATCH SURROUNDING FIBER CEMENT PANEL SIDING MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE FASTENER @ 12" OC HEAT -WELD LAP TPO ROOF MEMEBRANE COVERBOARO 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 ROOF WALL TRANSITION TO PARAPET, TYP 2 3,. _ 1_O11 SIDING ASSEMBLY-1 flEF 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 - 11 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 SEALANT,TYP SEALANT, BOTTOM & SIDES, TYP REINSTALL JUNCTION BOX WITH " SEALANT, BOTTOM & SIDES, TYP ELECTRICAL EXTENSION RING J ------ TAPE WRB TO FLASHING PANEL AT BOTTOM AND SIDES TAPE WRB TO FLASHING PANEL AT °- LIGHT FIXTURE _ ) BOTTOM AND SIDES 4 SOFFDIT MOUNTED LIGHT FIXTURE - SECTION, TYP pp HOSE BIB - SECTION, TYP _------- (� HOODED VENT - SECTION, TYP O LIGHT FIXTURE -SECTION, TYP LAP TPO ROOFING OVER WRB MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE TERMINATION BAR, FASTENER @ 12" OC HEAT -WELD LAP TPO ROOF MEMEBRANE 1 X 3-1/2" FIBER CEMENT TRIM 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 METAL GUTTER 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.sh ksarchitects.com BiBa REGISTERED ARC ITECT JONATHAN H. HA G STATF OF WASHI GTO — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE RECEIVED — CITY OF T UKWILA — 100% CD JUL 2 4 2019 — 4028 S 146TH ST — TUKWILA, WA 98168 PERMIT CENTER — SIDING ASSEMBLY -1, REF 1 / A5.1 — LAP WRB OVER FLEXIBLE FLASHING — Drawn by: FC Checked: u - — Date: 07/12/2019 FIBER CEMENT MOUNTING BLOCK Scale: 3" = V-0" LIGHT FIXTURE 5 REINSTALL JUNCTION BOX WITH CODECOMPLIANCE ELECTRICAL EXTENSION RING D 019ilaISION IT SEALANT, BOTTOM AND SIDES, TYP — TAPE WRB TO FLASHING PANEL AT — BOTTOM AND SIDES - DETAILS = A5.2 1 ROOF EDGE - GUTTER - SECTION, TYP 3" = 1'•0" 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 ASSEMBLY - 1 . REF 3 / A5.3 2X SHIM MTL PARAPET COPING CAP CLEAT, FASTEN 12" OC ROOF ASSEMBLY -1 REF 3 J A5.3 HEAT -WELDED LAP, TYP MTL BRACING PER STRUC 2X FRAMED WALL W/ 5/8" PLY SHEATHING EA SIDE 4 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 CRICKET PER PLAN ROOF ASSEMBLY -1. REF 3 / A5.3 2X FRAMING PER STRUC FIBER CEMENT SOFFIT PANEL TROFFER LENS (INCORPORATE W/ SOFFIT) 2 TUBULAR DAYLIGHT ASSEMBLY & CURB, TYP PARAPET - SECTION, TYP 3„ = 1,-0„ — , � 3„ =1,_O„ — FALL PROTECTION ATTACHMENT CABLES FALL PROTECTION ANCHOR CONT SEALANT CONTSEALANT SS CLAMP TPO FLASHING BOOT HEAT -WELDED LAP POOP ASSEMBLY-1, REF 3 / A5.3 B)FLASHING FALL PROTECTION - SECTION, TYP" VARIABLE 6 FLASHING @ PLUMBING VENT - SECTION, TYP ROOF ASSEMBLY-1 • TPO HORIZONTAL ROOF MEMBRANE • 1/2" HIGH DENSITY POLYISO COVER BOARD • TAPERED INSULATION • VAPOR BARRIER • (E) ROOF SHEATHING • (E) ROOF STRUCTURE 2X SHIM MTL PARAPET COPING CAP CLEAT, FASTEN 12" OC PARAPET CAP 2X6 2X12 • 2X8 CHAMFERED TEAT -WELDED LAP 41TL BRACING PER STRUC SEALANT,TYP WRB (E) ROOF STRUCTURE ;IDING ASSEMBLY -1,REF 1 /A5.1 (E) PLUMBING VENT CONT SEALANT SS CLAMP TPO FLASHING BOOT HEAT -WELDED LAP ROOF ASSEMBLY-1, REF 3 / A5.3 TPO WALKWAY PAD HEAT -WELDED LAP ROOF ASSEMBLY-1 REF 3 / A5.3 S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 — r.:206.675.9151 _ www.shksarchitects.com 5158 REGISTERED ARC ITECT JONATHAN H. HA G STATF'OF WASNI GTO — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: PC Checked: W Date: 07/12/2019 Scale: 3" = 1'-0" Revisions: RECEIVER CITY OF 1' KWILA N0, Uale REVIEWED FOR CODE COMPLIANCE APPROVED _ SEP 27 2019 _ City of Tukwila BUILDING DIVISION I 019JUL 2 4 2019 1- 01 '13 PERMIT CENTER - DETAILS 7 3PO WALKWAY -SECTION, TYP _ A5.3 2i a CRAWLSPACE ACCESS HATCH -SECTION, TYP (Dj - - 3„ = p_0„ I 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 2 3„ _ 1141 -- — 1X WD STAIR RISER 1X AND STAIR TREAD W/ BULLNOSE NOSING FLUID APPLIED DECK COATING 3/4" MARINE GRADE PLYWOOD (E) BLOCKING (E) WD STAIR STRUC 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"X7-1/4" FIBER CEMENT TRIM BOARD FLEXIBLE FLASHING WRB NON -VENTED FIBER CEMENT SOFFIT PANEL ING ASSEMBLY -1 REF 1 / A5.1 B, LAPPED OVER FLASHING SHING 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 'WRB OVER FLASHING PANEL SHINS PANEL, LAP OVER MTL SHINS AIN - 2" MAX @ CONC AIN @ GRADE WRB FLASHING TAPE, LAP OVER MTL FLASHING WRB MTL FLASHING TYPE 1 -- — —I 1"X 3-1/2" FIBER CEMENT TRIM I 1 BACKER ROD & SEALANT, TYP 24" X 36" EXTERIOR PLYWOOD PANEL, ENT TO MATCH SIDING I (E) HEAT PUMP FOR REINSTALLATION I I _ — — J SIDING ASSEMBLY-1 BEE 1/A5.1 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 www.shksarchitects.com 515E 1 REGISTERED ARC ITECT JONATHAN H. HA 0 G STATE OF WASHI GTO `KingCounty Housing Author►ty PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 FOUNDATION VENT - SECTION, TYP (� HEAT PUMP MOUNTING PANEL - SECTION, TYP V Drawn by: FC Ch k d 1PPLIED DECK COATING MINE GRADE PLYWOOD IMENT TRIM BOARD, 'VARIES BY LOCATION iCKiNG - 2" MAX @ CONC @ GRADE dC SLAB 4 STAIRWELL RESURFACING - SEGTION, TYP ____-__ 5 STAIR TREAD AND RISER, TYP (�) STAIRWELL ENTRANCE -SECTION, TYP 3" =1'-0" ece. Li Date: 07112/2019 Scale: 3" = V-0" Revisions: Remarks REVIEWED FOR ODE COMPLIANCE APPROVED SEP 27 2019 RECEIVED QtY Of Tukwila CITY OF TUKWILA -BUILDING DIVfS1— JUL 24 2019 PERMIT CENTER _ DETAILS _A5.4 SIDING ASSEMBLY -3, REF 1 /A5.1 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 REUD PER ADA BACKER ROD & SEALANT, TYP 2X BLOCKING, TYP SEALANT,TYP 1 FIRED EXTINGUISHER CABINET - SEMI -RECESSED, TYP SEALANT,TYP 2X BLOCKING BACKER ROD & SEALANT,TYP FIRE EXTNGUISHER CABINET, MOUNTED PER MFR INSTRUCTIONS 1 " x 3-1/2" FIBER CEMENT TRIM, TYP FIRE EXTINGUISHER -PLAN, TYP 4 3 = 1,-0„ 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 FEUD PER ADA ? ROD & SEALANT, TYP 4T, TYP 0FIRE EXTINGUISHER CABINET - WALL MOUNTED 2 3, = T-O„ SIDING ASSEMBLY - 1, REF i J A5.1 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 WR8 TO FLASHING PANEL AT BOTTOM AND SIDES PIPE PENETRATION - SECTION, TYP J 3„ = T-0"----------- S H K S A R C H I T E C T S 1050 N.38m St. Seattle, WA 98103 re: 206,675,9151 www.shksarchitects.com 5158 REGISTERED ARC ITECT JONATHAN 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: W Date: 07/1212019 Scale: 3" = 1'-0" Revisions: =Dat,"Im"Remarks FOR IANCED0 019[DECEIVER ilaCITY OF T UKWILA ISION JU112 A 2019 PERMIT CENTER DETAILS DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN THRESHOLD, BED IN SEALANT (E) GONG DOOR 101 B,107,108 THRESHOLD ---- 6 301 D THRESHOLD 5 3„ = 1'-0„ DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT DOOR TRIM BEYOND DOOR THRESHOLD, BED IN SEALANT FLUID APPLIED DECK COATING (E) PLY FLOORING PATCH (E) EWE 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 / A5.1 (E) HEADER SHIM SPACE, PATCH (E) G% WD CASING DOOR PER S( INSWING DOOR JAMB - PLAN, TYP INSWING DOOR HEAD - SECTION, TYP DOOR 101 C THRESHOLD r % 3„ = 11-01, DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN, END DAMS DASHED DOOR THRESHOLD, MOUNT ON COMPOSITE SHIMS (E) GONG 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 1" 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 REUD DOOR PER SCHEDULE DOOR JAMB & TRIM BEYOND DOOR SILL PAN, END DAMS DASHED DOOR THRESHOLD, MOUNT ON COMPOSITE SHIMS SEALANT,TYP 5/4" FIBER CEMENT TRIM BOARD, HEIGHT VARIES BY LOCATION WRB TRANSITION STRIP (E) CONC SLAB (� DOOR 101 A THRESHOLD tU / 3„ = 1,-011 - ER SCHE 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 101B 3' - 0" 6 - 8" A FIBERGLASS PNT COMPOSITE PNT 02 LAUNDRY ROOM tOlc T-0" 6-8" A FIBERGLASS PNT COMPOSITE PNT 03 MAINTENANCE ROOM 101 D T- 0" 6 - 8" A FIBERGLASS PNT COMPOSITE PNT 04 UNIT ENTRY- UPPER UNITS 107 T - 0" 6 - 8" A FIBERGLASS PNT COMPOSITE PNT 05 ADA UNIT ENTRY 708 3' - 0" 6' - 8" A FIBERGLASS PNT COMPOSITE PNT 05 ADA UNIT ENTRY 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—shksarch tects.com _156 REGISTERED 111 ARC ITEC7 JONATHAN H, HA U G STATF 'OF WASHI GTO `King County Housing tiWAUthorlty _ 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: 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 BETTER, PER MFR, TYP. DOORS TO BE R-5 OR BETTER. nECEIVEO 4. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE, OR WITHIN 24" OF A CITY OF T U KWILA DOOR IN ANY POSITION TO BE SAFETYJFEMPERED GLASS. 5. SIGNAGE AT ENTRY DOOR) TO BEY CONTRACTOR 6. COORDINATE HARDWARE GROUPS W THNISHED OWNER R PLACE NECESSARY BY OWNER, INSTALLED EGRESS HARDWARE.C) JUL 2 4 2019 7. PROVIDE CONTINUOUS AIR SEAL AT ALL WINDOWS, DOORS, WALL AND ROOF PENETRATIONS. 8. SALVAGE EXISTING DOOR LOCKSET CORES, RETURN TO OWNER PERMIT CENTER b 101"-- OZ3 9 . CODE COMPLIANCE APPROVED SE P 2 7 2019 City of Tukwila BUILDING DIVISION DOOR SCHEDULE — & DETAILS A5.6 FLEXIBLE FLASt LAP OVER NAILI SEALANT,TYP (E) WD CASING DO NOT CUT (E) JAMB LINER WD JAMB LINER BACKER ROD & SEALANT WINDOW ASSEMBLY PER SCHEDULE WD WINDOW TRIM, ROUTE FOR NAIL FLANGE 3 WINDOW JAMB - -- 3" = 1'-0" 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: �� CUTANDFLD ROUGHFLIP OPENINBATHGATSILLANDBOTHJAMBS, I CUT AND FLIP UP WEB 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 6. FLEXIBLE 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 t5AUM WDJ (E) +A WD Al GWB (E) HEADER (E) WD CASIN WINDOWCON DO NOT CUT WD JAMB LIN (� WINDOW HEAD - SECTION, TYP t i 13„ _ 1'_0" BACKEf WD JAt WINDOW ASSEMBLY PER SCHEDULE DO NO7 LINER BLOCKING AT NAIL FLANGE TO ALIGN WINDOW TO (E) JAMB LINER DEPTH WD WINDOW TRIM, ROUTE FOR NAIL FLANGE FLEXIBLE SILL FLASHING IT) WD f PER WEB MFR SEALANT,TYP 3XFRAMING SIDING ASSEMBLY - 5 REF 1 / A5.1 WEB, UNDER WINDOW NAILING FIN UWINDOW SILL @ WALL INFILL WINDOW SILL - SECTION, TYP 3.1 = 1,_011 (D 3" = 11-01, WRB & FLASHING @ EXISTING OPENING WALL INFILL BELOW WINDOW, TYP 4 3/8„ = 1-4- 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 WEB 1"X 9-1/4" FIBER CEMENT TRIM 1" MIN - 2" MAX @ CONC 6" MIN @ GRADE SIDING ASSEMBLY-1 REF WRB, 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 WINDOW ASSEMBLY PER SCHEDULE WINDOW ASSEMBLY PER SCHEDULE 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 PER SCHED PER SCHED PER SCHED El 0 0 0 � s x y w v"i A B C SLIDER FIXED SKYLIGHT WINDOW SCHEDULE Type SIZE (VIF) Description COMMENTS W H Al 72" 60"SLIDER A2 66" 40"SLIDER_A3 kU-VALUEMark -------- ------ ----- 30" 33"SLIDER A4 44" 34"SLIDER A5 60" 48"SLIDER 61 24" 24" 0.30 FIXED 62 20" 34" 0.30 1FIXED G2 25-1/2" 49-1/2" ' N/A I TUJWLAR DAYLIGHT DEVICE S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 www, sh ksarch itects. com 5156 REj ARJONATHAN H.STATE OF WA NOTES: 91. DIMENSIONS SHOWN ARE FOR REFERENCE . ONTRACTOR TO FIELD VERI0239 UAL DIMENSIONS. 2. CONTRACTOR TO VERIFY EXISTING SILL HEIGHTS IN FIELD. RECF_IVEr) 3. ALL GLAZING SHALL BE LABELED & NFRC CERTIFIED PER MFR. ALL GLAZING WITHIN 18" OF INTERIOR CITY OF T iUKWILA FLOOR/ EXTERIOR WALKING SURFACE OR WITHIN 24" OF A DOOR IN ANY POSITION TO BE TEMPERED. 4, ALL GLAZING SHALL HAVE A U-VALUE OF 0.30 OR BETTER, PER MFR, TYP. JUL 2 4 2019 5. PROVIDE NO AIR SEAL AT ALL WINDOWS, DOORS, WALL AND ROOF PENETRATIONS. 6. SCREENS TO BE PROVIDED WITH ALL OPERABLE WINDOWS. EGRESS NOTE: PERMIT CENTER ORIGINAL WINDOW INSTALLATIONS COMPLIED WITH APPLICABLE EGRESS CODES UPON COMPLETION. 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. `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 APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION WINDOW SCHEDULE & DETAILS A5.7 SIDING ASSEMI DRIP FLASHING 4X4 BLOCKING N TOP & BOTTOM FASTENERS PEF 1X WD MOUNTII (4)1/4" 0 X 3" S SEALANT,TYP DEMO I SHEA INSTALL BLOCK REPLACE SHEA LADDER PER N BEARING SUPP CONNECTION P BASE PER MFR 4'X3'X4" THICK PAD W/ (3) #4 EACH WAY CEP IN SLAB (E) GRADE — (E) FOUNDATIC ROOF LADDER FRAMING & BASE - SECTION, TYP SKYLIGHT FRAMING - PLAN, TYP 1 3 = P_0„ L jj 24" +/- TYP (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 GALV PL 3/8" X 6" X 6" GALV TAB PL 1/2" W 1/2" 0 CLEVIS PIN — GALV #2 CLEVIS W/ 1/2" 0 THREADED ROD 1X WD MOUNTING BLOCK ----- (4)1/4" 0 X 6" SDS SCREWS SEALANT,TYP DEMO (E) SHEATHING, INSTALL BLOCKING, REPLACE SHEATHING A34 CLIPS TOP & BOTTOM, EA SIDE OF BLOCKING W/ #9 x 1-1/2" SD SCREWS WEB (2) 1/4,, o X 4-1/2" SDS SCREWS @ 8" O.G. I #2 CLEVIS W/ 1/2" 0 THREADED ROD 1/ " 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 PLATE ELEVATION: s 6— 0 M � r — 0 3/16" (E) 2X ROOF FRAMING @ 24" OC FASTEN (E) SHEATHING W/ 10D @ 6" OC, TYP 2X10 EA SIDE OF OPENING W/ SIMPSON U210 HANGER EA END SKYLIGHT OPENING 2X4 @ 16" OC W/ BO" 16D 1. _ 8.. S H K S A R C H I T E C T S 1 /2" MI = 1/2" MIN - 4" MAX (2)1/4" 0 X 3" SDS SCREWS @ 3" 00 --_---_.____-__-- ROOF ASSEMBLY-7 REF 3/A5.3 = J. 1050 N.38th St. TI SIDING ASSEMBLY -1 SIM, REF 1 / A5.1 Seattle, WA 98103 1/2" PLY SHEATHING — Pe, 206.675.9151 (2)16D EA JOIST _ www.shksarchitects.com — EA LEG _ ~G�v of PIA' I J, (2)1/4" 0 X 3" SDS SCREWS @ 3" OC >�> GALV 1.2-1/2"X1-1/2"X1/4" @ 4'0" OC "Fg�R.1L'Gp�r &DBLTOPPIL TO RIM JOIST I I j 24" (2)1/4" 0 X 3" SDS SCREWS @ 3" OC 1" 1 1/2" — — SIMPSON A34 EA SIDE @ 4"0" OC NOTE: -NAIL SHEATHING W/ 8D @ 6" — OC AT PANEL EDGES AND 8D @ 12" OC ELSEWHERE — O PARAPET FRAMING AND BRACING PARALLEL TO STRUC - SECTION, TYP _ 1 /2" MI 1/2" MIN - 4" MAX = (2)1/41, e X 3" SDS SCREWS @ 3" OC — ROOF ASSEMBLY -1, REF 3 / A5.3 L — KingCounty SIDING ASSEMBLY -1 SIM, REF 1 I A5.1 — Housing 1/2" PLY SHEATHING - -- PACIFIC COURT ---- (2) 16D EA JOIST — ENVELOPE EA LEG — UPGRADE (2)1/4" 0 X 3" SDS SCREWS @ 3" OC _ 10D @ 4" OC SHEATHING TO BLOCKING, TYP /� 100% CD GALV L2-1/2"X1 -1/2"X1/4" @ 4'0" OC (2)1/4" 0 X 3" SDS SCREWS @ 3" OC 4028 S 146TH ST TUKWILA, WA 98168 2X4 @ 16" OC W/ BOTTOM PL & DEL TOP PL t„ CIT— Drawn by: FC 16D @ 8" OC TO RIM JOIST ° ° 1 1/2^ RECEIVER Checked: Li Y OF l't1t: %LA — Mmm. 5 UNIT ENTRANCE AWNING - SECTION, TYP 6 UNITENTRANCEAWNING - SIDE PROFILE, TYP 3" = T-0" _ _ _ Date: 07/12/2019 1/2" MIN TO 2" MAX (E) JOIST JUL 2 4 2019 _ Scale: 3" PERMIT CENTER — Revisions: 1. SISTER 2X10 & NAIL W/ 16D @ 6" OC STAGGERED 2X10 @ 4'0" OC W/ SIMPSON U210 HANGER SIMPSON A34 EA SIDE @ 4'-0" OC NOTE: - CONTRACTOR VIF EXISTING JOIST SPANS <_ 18'-0" 0 30 PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC - SECTION, TYP 3" = 1'-0° ". uatd REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING ?,'VISION STRUCTURAL DETAILS S1.1 2X4 @ 1 G" OC W/ BOTTOM PL & DEL TOP PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC ON ROOF - SECTION, TYP SIDING ASSEMBLY -1. REF 1 / A5.1 3"X3"X1/4" STL PL WASHERS 2X SILL PT PL W/ 5/8" o 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 SCREWS @ 3" OC 1 REF 3 / A5.3 -4, REF 1 / A5.1 dG EA LEG 1LOCKING SCREWS @ 3" OC THING TO BLOCKING, TYP "Xi/4" @ 4'0" OC SCREWS @ 3" OC PL, SPLICE PL EA N ST2215 11MPSON U26 HANGER EA END EXISTING -0" 118" PARAPET FRAMING AND BRACING PARALLEL TO STRUC ON ROOF - SECTION, TYP +ns„x 4" o X 3" SOS SCREWS @ 3" OC ASSEMBLY -1. REF 3 / A5.3 i ASSEMBLY -1 SIM REF 1 / A5.1 'LY SHEATHING D(98"00TORIM LEG 0@6"OC APSON ST9 EA BLOCKING LV L2-1/2"X1-1/2"X1/4" @ 4'0" OC 1/4" o X 6"SDS SCREWS @ 3" OC )@4"OC 1/4" o X 6" SDS SCREWS @ 3" OC BE NAILING )ING 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 - 206.676.9151 www.shksa rchitects.com — �KingCounty Housing — Authority PACIFIC COURT - ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 — Drawn by: PC Checked: Li Date: 07/12/2019 Scale: 3" = 1'-0" — Revisions: No. Date Remarks R NCE f—R7EVIEWED 9 (iECE_IVED CITY OF 1 UKWILA — City of Tukwila JUL 24 2019 BUILDING DIVISION - STRUCTURAL PERMIT CENTER — DETAILS S H K S A R C H I T E C T S =51IT ►• C 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 SEUASCE 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 FRAME/SHEAR 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), VOLT = 110 MPH RISK CATEGORY PER TABLE 1.5-1 = II TOPOGRAPHIC FACTOR KzT =1 A INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = t 0.18 COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: ROOF SURFACES 1 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 F 16.0 16.0 -19.9 -23.6 -23.6 WALL SURFACES AND ROOF OVERHANGS t 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 A -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 t 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.) W/C OR SLAG GRADING NOTES RATIO (PCY) ASTM AASHTO FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 �ZiPLd��7�L.7�1Ti1_�►11 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. FLOATING & FINISHING OPERATIONS 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, EM 011n141140r.»zn1".011 *1 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 CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FINAL FORM REMOVAL, NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE -APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B JUL 24 SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE PERMIT C WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURER'S RECOMMENDATIONS. bj 9- 023 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 wwwshksa rchitects. com - KingCounty Housing - Authorlty PACIFIC COURT ENVELOPE - UPGRADE _100% CD 4028 S 146TH ST TUKWIIA, WA 96168 _ Drawn by: DH Checked: JB Date: 07/12/2019 Scale: 12" = 11-0' Revisions: _ No. Date Remarks REVIEWED FOR CODE COMPLIANCE APPROVED E1.A SEP 2 7 2019 City of Tukwila DING DIVISION GENERAL NOTES -S1.3 S H K S A R C H I T E C T S GROUT NON -SHRINK GROUT: MASTER BUILDERS "MASTERFLQW 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-#6 214% #7-#11 >_12% #14, #18 i 10% 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, Fy=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 ("Wh") #3 2'-0" V-6" T-6" V-3" 0'-7" #4 2'-8" 2'-0" 2'-0" V-7" 0'-9" #5 3'-4" 2'-7" 2'-7" 2'-0" 1'4° #6 4'4" T-V 3-1" 2'-4" 1'-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 HILT[, INC. OR STRONG -BOLT 2 (ICC 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 RISC 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 61 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 2-112 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 1 3 F4 / NONE 10d "SHINY BOX" 0.128 3 4-1/2 3 2-114 3/ WHITE *BASED ON 15/32" PLYWOOD OR OSB. **REFERENCE TO EMBOSSED HEAD / COLOR CODED NAILS PER TRACKERS SYSTEM. WOOD SHEATHING (STRUCTURAL): 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. (48124); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); 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 IIAAAIDAN OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSO) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. 1050 N.36th St. Seattle, WA 9B103 SPECIES AND GRADE (BASE DESIGN VALUE) — - 206.675.9151 1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO.1 (Fb=1350 PSI, Fv=170 PSI) _ w .shksarchitects.co 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO.2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR" _ N0. 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 CONNECTORS & TREATMENT (1) FASTENERS (2)(3) FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) y TOP PLATES & LEDGERS ON GLULAM (SP) o CONCRETE OR MASONRY ACQ, CBA, CA GALV (G185) uj WALLS (4) o FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) X Lu w 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. — � King County Housing _ 4, AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE Authority OR MASONRY WALLS MAY BE UN -TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF PACIFIC COURT ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). _ _ ENVELOPE GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE — UPGRADE 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"xY 0.229" PLATE WASHER ON ALL ANCHOR BOLTS 100% CD 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, — 4028 S 146TH ST TUKWILA, WA 98168 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 Drawn by: DH QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS _ Checked: JB REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD _ Date: REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND — 07/12/2019 FASTENERS. _ Scale: 12" =1'-0" MISCELLANEOUS: — Revisions: bl, nECEIVED No. Date Remarks SHOP DRAWINGS/SUBMITTALS -0239 CITY OF T t KWILA JUL 2 4 2019 - REVIEWED FOR THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE CODE COMPLIANCE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. PERMIT CENTEfL APPROVED STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS _ X 3. STRUCTURAL STEEL X X j SEP 27 2019 City of Tukwila BUILDING DIVISION SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY GENERAL. NOTES 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: _ 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 1705.6 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 > 5116" X REGISTERED AND APPROVED IN D. PLUG AND SLOT WELDS X ACCORDANCE WITH IBC SECTION E. SINGLE -PASS FILLET WELDS 5 5116" 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 s 2500 PSI ANCHORS POST -INSTALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 2128 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 <_ 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, 1705AZ2 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 PER 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. » REVIEW OF TESTING AND INSPECTION REPORTS. » 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. � i; 4 � z• � r., �, 1050 N. 38th St. Seattle, WA 98103 - 206.675,9151 www.shksarchitects.com — "o �16KingCounty 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 REVI WEE FOR OR _ CODE COMPLIANCE APPROVED SEP 2 7 2019 City of Tukwila BUILDING DIVISION GENERAL NOTES S1.5 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 Company Name: CASE ENGINEERING Company Address: 19515 NORTH CREEK PKWAY SUITE 302 BOTHELL WA use. Instructional and Applicant Name: STEPHANIE ENLOW calculating cells are write protected. Applicant Phone: 425-402-9400 EXT 16 Applicant Email: STEPHANIE@CASEENG.COM Project Description ❑ New Building ❑ Addition E] Alteration ❑ Plans Included Include PROJ-SUM form (included in envelope forms workbook) with fighting complliance forms. Building Additions Compliance Method Interior lighting 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 interior lighting 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 Non -Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced ❑ ❑ 0 Select all lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ ❑ of the retrofit project. !f project includes a combination of spaces where less than 50% of the existing fixtures are replaced Lamp and/or ballast replacement only - existing total wattage not increased El❑ -------- ❑ in some spaces, and n of er more of the 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. 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing-to-mmain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Waftage 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 exterior luminaires. requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be commissioned per C408.3. New wiring installed to serve added fixtures and/or fixtures relocated to new ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only ❑ New wiring or circuit - For interforlighting, 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 controls per C405.2.5. For exteriorlighting, 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 C405.2.2. Reconfigured interforspace - Provide all required lighting controls that apply to a new interior space. changed. 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 for the new space types per Tables C405.4.2(i) 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 LTG-INT-SPACE 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 Lummaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406.4 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 Q C405.2 thm C405.5 Commercial Lighting Controls and LPA Q C406.3 High Efficacy Lighting O Exterior Lighting System EFFICIENT LED LIGHTING SYSTEMS WITH CUT OFF OPTICS TO ENHANCE SECURITY Description FOR RESIDENTS. CONTROLLED VIA LIGHTING CONTROL PANEL. 9 g . xterr' Li htin" Eio'_LTG;=EXT: Project Title: KCHA AVONDALE MANOR Date 7/12/2019 Exterior Lighting Zone Table C405.5.2(f) Specified by jurisdiction. O Zone 1 O Zone 2 © Zone 3 0 Zone 4 Zone selection required to enable LTG-EXT form For Building Department Use Calculation Area O Q Addition - Q Addition standalone +existing Q Alteration with � 50% O Alteration with z 50% ext, ext. wattage replaced wattage replaced. Building Grounds Applies to luminaires > 100-Watts Q Efficacy> 801umens/watt ❑ Exemption ❑ Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage N07E' Base Site Allowance: 750 Tradable Surfaces Surface Description Area (it), perimeter (if} or If of items lowed Waftsowe per ft2 or per If a s x 112 (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: 2295 rraaavie rrupuseu lagnnng vvarrage ---- Tradable Surface Fixture Description NOTE 3, 4 Number of Fixtures Watts per Fixture NOTE s Watts Proposed Uncovered Parking and drives FE2-POLE MTD LUMINIARE 2 118 236 Stairways FE4-STAIRWAY LIGHT 18 11 1.98 Total proposed tradable watts may not exceed the sum of total alowed 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 (ft2), perimeter (10 or # of items Allowed Watts per 112 or per If Allowed Watts x ft2 (or x if) Bldg. Fagade BUILDING MOUNTED LIGHTS 15088 0.15 Wft2 2264 ivun-rrauavre rrupubeu r.rgInIng vvauage - -- -- Non -Tradable Surface Fixture Description NOTE 3, 4 Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Bldg. Fagade FEt/FE1M-BLDG MTD FLOOD 10 43 430 Bldg. Fagade FE3-WALL MTD PORCH LIGHT 18 13 234 Non -tradable proposed watts may not exceed allowed watts for any individual Non -Tradable Wafts 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.&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 -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed WattsfFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed 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 FE1 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 11MECLOCK 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 ABBREVIATIONS 1® DUPLEX GFCI RECEPTACLE A (200A) (AFTER A NUMBER) = AMPS 10 DOUBLE DUPLEX GFCI RECEPTACLE AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS �WP GFCI WEATHER RESISTANT RECEPTACLE WITH AHJ AUTHORITY HAVING JURISDICTION WEATHERPROOF WHILE -IN -USE COVER AL ALUMINUM (^jJ JUNCTION BOX WITH BLANK COVER BKR BREAKER CIRCUIT BREAKER PANELBOARD C CONDUIT o TERMINAL CABINET CKT CIRCUIT [II METER CU COPPER DISC DISCONNECT PPO UTILITY POWER POLE (SITE PLAN) UTILITY TRANSFORMER E.C. (E) ELECTRICAL CONTRACTOR EXISTING (USED AS SYMBOL DESIGNATION) EMT ELECTRICAL METALLIC TUBING CONDUITS AND CIRCUITING EXTG EXISTING (USED AS ABBREVIATION IN TEXT) F.O.LC, FURNISHED BY OTHERS, INSTALLED WIRING CONCEALED IN CEILING OR WALL BY ELECTRICAL CONTRACTOR ------ --- WIRING CONCEALED UNDER FLOOR OR UNDERGROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER /'--`"- CONDUIT HOME -RUN GND GROUND CONDUCTORS IN CONDUIT IdCMIL THOUSANDS OF CIRCULAR MILS PHASE CONDUCTOR(S) NEUTRAL CONDUCTOR KVA 1000 VOLT AMPERES GROUND CONDUCTOR KW 1000 WATTS --II- GROUND WIRE LCP LIGHTING CONTROL PANEL —V CONDUIT BENDS TO CHANGE ELEVATION AT THIS POINT MCB MAIN CIRCUIT BREAKER —� CONDUIT STUB -UP MLO MAIN LUGS ONLY CONDUIT CONTINUES ELSEWHERE (NOTED ON PLAN) NIC NOT IN CONTRACT X X ) CONDUIT (OR EQUIPMENT) TO BE REMOVED NREC NON-RESIDENTIAL ENERGY CODE LIGHTING OS OCCUPANCY SENSOR PC PHOTOCELL ❑+ SINGLE ARM AREA LIGHT PNL PANELBOARD C WALL MOUNTED AREA LIGHT REC RECEPTACLE(S) POST TOP AREA UGHT SW SWITCH TED TO BE DETERMINED NOTES AND MISCELLANEOUS SYMBOLS TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED g FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET VA VOLT AMPERES THAT EXPLAINS DETAILS OR FEATURES OF THAT ITEM. W WATTS REVISION CLOUD & FLAG - CLOUD SURROUNDS WP WEATHERPROOF INFORMATION THAT HAS BEEN REVISED. FLAG NOTES 1 THE REVISION IN WHICH THE CHANGES WERE MADE. XFMR TRANSFORMER S H K S A R C H I T E C T S 1050 N. 38th St. — Seattle, WA 98103 — Fn: 206.675.9151 vi—sh ksa rchitects.com Ch CASE IV ENGINEERING Consulting Electrical Engineers — assi coin gv"wa:rv�eio�'saoi(12D2 PM1ana:425-002�8400 Fas:425-002-94D2 19129 _ �4G1s,Q+E'L S' c9cJ1cA 0 1 2019 33273 �r DRAWING INDEX - ED.1 LEGEND, LIGHTING SCHEDULE, ENERGY FORMS E0.2 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'S' & MAINTENANCE BLDG ELECTRICAL PLANS E3A BUILDING W ELECTRICAL ELEVATIONS _ — KCHA E3,2 BUILDING'B' & MAINTENANCE BUILDING ELECTRICAL ELEVATIONS — PACIFIC COURT E4.1 LIGHTING CALCULATION SITE PLAN — ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWItA. WA 98168 _ Drawn by: CJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted — Revisions: No_ Date Remarks RECEIVEn CITY OF 1'iiKWILA _ LEGEND JUL 24 2019 - & SCHEDULES PERMIT CENTER SEPARATE - EO. 1 PERMIT AND APPROVAL REQUIRED . EXISTING PANEL: A FROJECTNAME KCHA Pacific Court PROJECT#: 19129 LOCATION: FED FROM NOTE CKT NO. CIRCUIT NAME CB SIZE LOAD(KVA) PANE. DESCRIPTION 8 AMP PI R I H I M L K O TOTAL 1 DRYER A 30 2 1 1 2.50 2.50 PANEL AMPS : 200 3 - - B -- 2.50 2.50 FEEDER AMPS : 200 5 DRYER A 30 2 2S0 2.50 L- L VOLTS : 240 7 - - B -- - 2.50 2.50 L- NVOLTS: 120 9 HEAT A 20 2 1.50 1.56 PHASE: 1 11 --- B -- - 1.50 1.50 WIRE: 3 13 LTG - OUTSIDE A 20 1 1.20 1.20 A.I.C.: 10kA 15 LTG - BUILDING B B 20 11 0.96 1 0.95 17 WASER A 15 11 1.50 1.50 ML.O. 19 WASHER B 15 11 1 1.50 1.50 MA IN CB X 200A 21 SPARE A 15 11 1 1 FLUSH 23 SPARE B 15 11 1 1 SURFACE X 25 SPACEONLY A ISO GND 27 SPACEONLY B FEED-THRU 29 SPACEONLY LOAD SUMMARY RED KVA 2 DRYER A 30 21 1 1 2.501 2.50 4 --- B -- - 2.501 HEAT KVA : 7.50 6 HOT WATER A 30 2 2.25 MOTOR KVA 8 - _ _ B - 2.25 LIGHTING KVA : 7.76 10 LTG -CARPORT A 20 1 0.64 d2.25 KITCHEN KVA 12 LTG - BUILDING A B 20 1 1.32 OTHERKVA : 18.20 14 LTG -OUTSIDE A 20 1 1.12 16 LTG -BATH EHALL B 15 1 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 11 0.64 0.64 PHASE B KVA : 16.11 22 FIREPANEL A 20 121 1 0.20 0.20 AMPS : 134.3 24 ISFACEONLY B 26 SPACEONLY A 28 SPACEONLY B 30 SPACEONLY CONNOTED LOAD KVA : 33.46 ANFG : 139.4 DEMAND LOAD KVA : 35.40 AMP : 14T5 NOTESIREMARKS : 1. 2. 3, DEM AND! DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES -TO 10KVA 100% _ RE MINING OVER 10KVA 50% _ H HEATING 100% = 7.50 M MOTORS 100% _ LM LA RGEST MOTOR 125% _ L LIGHTING 125% = 9.70 K KITCHEN 100% _ O OTHER 100% = 18.20 EXISTING PANEL: B PROJECTNAME KCHA Pacific Court PROJECT#: 19129 LOCATION: FED FROM: NOTE CKT NO. CIRCUITNAME =CB SIZE LOAD(KVA) PANEL DESCRIPTION 8 A P R H M L K O TOTAL 1 SHOP DRYER 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 1.50 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 WIRE : 3 1 13 LTS- BUILDINGA A 20 1 0.26 0.26 A.I.C. : 10kA 1 15 LTS - PARKING LOT B 20 1 0,24 0.24 17 SPACEONLY A M.L.O. 19 SPACEONLY B MINDS 200A 21 SPACE ONLY A FLUSH 23 SPACEONLY B SURFACE Ix 25 SPACEONLY A ISO GND 27 SPACEONLY B FEED-THRU 29 SPACEONLY A LOAD SUMMARY REC 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 Al20 1 1.10 1.10 MOTOR KVA: 1.80 8 REC- PANTRY COUNTERTOP BI 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 SPACEONLY B PHASEA KVA : 11.16 18 SPACEONLY A AMPS : 93.0 20 SPACEONLY B PHASES KVA : 9.13 22 SPACEONLY A AMPS : 76.1 24 ISRACEONLY B 26 SPACEONLY A 28 SPACEONLY B 30 SPACEONLY A CONNECTEDLOAD KVA : 20,29 AMPS : 84.5 DEMAND LOAD KVA : 20.73 AMPS : 86.4 NOTES/REMARKS: 1. PROVIDE NEW BREAKER SHONN 2. 3. DE57AND/DIVERSITY FACTORS___ LOAD DESCRIPTION DEMAND R RECEPTACLES -TO 10KVA 100% = 0.72 REM INING 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% = O OTHER 100% = 14.10 LEGEND 200 EXISTING FEEDER SIZE IN AMPS jj SOLID SHADING IN HEAVY LINES INDICATES NEW EQUIPMENT. 4 PARTIAL SHADING IN LIGHT LINES INDICATES EXISTING PANEL i ii WITH MODIFIED CIRCUITS. (SEE PANEL SCHEDULE) MECHANICAL BUILDING EXISTING RISER DIAGRAM NOT TO SCALE LOAD SUMMARY MAIN SERVICE - 400A, 120124OV, 1-PHASE, 3-WIRE CONNECTED DEMAND DEMAND LOAD DESCRIPTION LOAD-kVA FACTOR WA AMPS PANEL A RECEPTACLES - GENERAL USE** 0.00 0.00 0.0 HEATING 7.50 1.00 7.50 31.3 MOTORS 0.00 1.00 0.00 OLD 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 PANELS 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 T5 LIGHTING 0.67 1.25 0.84 3.5 KITCHEN 0.00 0.65 0.00 0.0 OTHER 14.10 1.00 14.10 58.8 TOTAL- MAIN SERVICE 53.75 55.86 232.7 @ 1201240V 1PH, 3W *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA -DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT S H K S A R C H I T E C T S 1050 N. 38th St. - Seattle, WA 98103 _ - 206.675.9151 www. shksarch itects.com CASE ENGINEERING Consulting Electrical Engineers - t teak Pa,kway, Sure 302 Wastiin9lon 90011 Phone: 425-402�9400 Fax: C25-002-9402 19129 0 1 2019 33275 dL - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100%D CD 4028 S 146TH ST - TUKWILA, WA 98168 _ Drawn by: UP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted - Revisions: - N0. Date Remarks RECEIVEn _ CITY OF TUKWILA JUL 24 2019 - - RISER DIAGRAM PERMIT CENTER - AND PANEL - SCHEDULES SEPARATE - PERMIT AND APPROVAL' EO.2 REQUIRED 'vu I n 146TH STREET ELECTRICAL SITE PLAN SCALE: 1" = 20'-0" 0 5' 10' 20' 4C' I FLAG NOTES 1 7 > ROUTE CONDUIT ON ROOF. PROVIDE SUPPORTS AS REQUIRED. R��� ' SURFACE MOUNT CONDUIT FROM PARAPET WALL TO BELOW GROUND ON BUILDING EXTERIOR . COORDINATE CONDUIT LOCATION WITH ARCHITECTURAL SIDING DETAILS. EXISTING BOLLARDS TO REMAIN. LIGHTPOLE 6"x6" SQ. (MAX.) (25'-0" MAX. HEIGHT)— #4 TIES SPACED AS SHOWN IN TOP 5" 1-1/2" 3 �^ N — I— z eo t ANCHOR BOLT — ENGAGE TOP OF (4) TIES MIN. (YPICAL) 1" CHAMFER — #4 TIES SPACED @ 6"O.C. ABOVE GRADE (TYPICAL) �SLAB ON GRADE — RIGID TO PROVIDE RESTRAINT AT GROUND LEVEL. #4 TIES SPACED @ 12"O.C. BELOW GRADE. "' -- 4500 psi CONCRETE r I' BASE (MAX.) (8)#5 VERTICAL REBAR SPACED EVENLY IN 18" CIRCULAR PATTERN _ 3" CLEAR I —."I 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. FE2 POLE MOUNTING DETAIL NTS S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 Pre 206,675.9151 www. sh ksa rchitects. com _ CASE ENGINEERING Consulting Electncal Engineers — 19515 NarIM1 Creek Parkway, Suile 392 1M1eIl, Wa5M1in9ton 98911 PM1ane: i25d029600 Pax:425-9029402 19129 Ls�, 0 12019 3327373 dL E� - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: CJP _ Checked: MSG _ Date: 07/12/2019 Scale: Noted — Revisions: No. Date Remarks RECEIVED — CITY OF TUKWILA — JUL 24 2019 _ ELECTRICAL PERMIT CENTER — SITE PLAN SEPARATE — 0 2%3 9 PERMIT AND- , 1 e APPROVAL —�� REQUIIIED — S H K S A R C H I T E C T S 10 ELECTRICAL PLAN NORTH 1 ST FLOOR BUILDING 'A' SOUTH SCALE: 1/8" = 1'-0" ELECTRICAL PLAN NORTH 1 ST FLOOR BUILDING 'A' NORTH SCALE: 1/8" = 1'-0" KEY PLAN NTS FLAG NOTES T — j' 1050 N. 38th St. — Seattle, WA 98103 _ ve: 206,675.9151 —shksarchitects.com CASE _�'= IV ENGINEERING — Consulting Electrical Engineers _ fe5t5 Nosh Geak Perkvray.5ui�e �02 eolhee, Washln F�on e00ii Phana.425ip2�B400 ax: 42i402-94p2 — 19129 NORTH — 0 11019 33273 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. 2/ 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. b I q,. 0 Z39 - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: CJP _ Checked: MSC _ Date: OT11212019 _ Scale: Noted — Revisions: — No. Date Remarks REGEIVEO — CITY OF TUKWILA - BUILDING 'A JUL 24 2019 - 1 ST FLOOR PERMIT CENTER - ELECTRICAL PLAN' SEPARATE - PEF3MIT AND_ ApPROVAL - IATCHLINE ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING 'A' (SOUTH) 14AMP SCALE: 1/8" = 1'-0" -1 ELECTRICAL �PLAN 2ND FLOOR BUILDING 'A' (NORTH MATCHUNE NORTH KEY PLAN NTS 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—stiksorchitects.com = QCASE ENGINEERING Consulting Electrical Engineers -'s Nor o' . - u fill, hi,g�.9 11 402 425d929- 4229 19129 L NORTH 0 1 2019 33273 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. - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: Cip Chocked: MSC Date: OTII Z/201 9 Scale: Noted Revisions: No. Date Remarks RECEIVED - CITY OF TUKWILA - BUILDING'A' JUL 24 2019 - 2ND FLOOR PERMIT CENTER - ELECTRICAL PLAN SEPARATE PERMIT ANEE22 APPROVAL . REQUIRED S H K S A R C H I T E C T S -a a a- X_ - =-A' SCALE: 1/8" = V-0" ELECTRICAL PLAN 1 ST FLOOR BUILDING 'B' SCALE: 1/8" = V-0" FLAG NOTES f j 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. 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. EXISTING METERS TO REMAIN SEE SHEET E3.2. NORTH ELECTRICAL PLAN NORTH '4"R MAINTENANCE BUILDING SCALE: 1/8" = V-0" KEY PL NTS CI PE i ii TY J 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 www.sh ksarchitects.com QCASE ENGINEERING — Consulting Electrical Engineers 19 Nonh Creek PaO,way,sNla3o2 Bo��ell, Was�ins- 9 11 Phone: _02-9400 F-4-02.9402 19129 " NORTH - 0 1 2019 73 AN _ - e'� - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by; CJP _ Checked: MSG _ Date: 07/12/2019 Srale: Noted — Revisions: = No. Date Remarks RECEIVED BUILDING'B' OF TUKWILA - - ELECTRICAL PLANS UL 2 4 2019 RMIT CENTER SEPARATER PERMIT FtM1�iT AND APPROVAL- E2.3 REQUIRED FE1M @V@ r3FE1M @ @ `-'FE1M @"@ FE1M 0 @ @ @u@ d FEIM�TT, l,_ TT �.—_T� =LL T i�li �T� IT.T '� TT! It' T'�T T �l -__i� T iT,= T T---------------------------------------- .. ED ZIP T T o ( �! r o T T :; �C o ! 'iT ! t i� �. =.s "� L:-'tea r I. —.�. I,P--� 4..,—.� 4 f r rM �,1NT/ 1 3 4 2 2 (TYPICAL) (IYPICAL) BUILDING 'A' (EAST ELEVATION) ELECTRICAL SCALE: 1/8" = 1'-0" _- T -- - - -; - TF; - -T TuI T I - -T-�5— '— - T � - - - T @@ @@ E=L,_ -IT�----- @ 6 @ @ T @ I-- 1 - - i III---------------� ----- I I-- i :t�1�11-----i --------------- ----------- ----, i I i ��ij-� — -- � I— ------- ------ � —�---------------III - i I: f_ T ——f,�--------------- ®-�-------- ----- —---Vi ----I BUILDING 'A' SCALE: 1/8" = 1'-0" WEST ELEVA OBUILDING 'A' (NORTH) 3 SCALE: 1/8" = 1'-0" OBUILDING 'A' (SOUTH) 4 SCALE: 1/8" = 1'-0" FLAG NOTES 1 RE -LOCATE EXISTING FIRE ALARM IN EXISTING LOCATION AFTER NEW SIDING IS INSTALLED. 2� 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 R> NECESSARY. RE -INSTALL EXISTING RECEPTACLE TO NEW SIDING. RECEPTACLE AND EXISTING CIRCUITRY TO REMAIN, 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 '.. : — we 206.675.9151 (L't v ----_ ——Shksarchitects.com = QCASE ENGINEERING — Consulting Electrical Engineers — 1051—ul Ceeek Pa�ivay. rO. 302 s in0�on v-1 PM1nne: _02A 0 P 425 2-9402 — 9129 L 0 3s 7319 - L E -] - ------------e li — — — - KCHA - PACIFIC COURT - ENVELOPE _ UPGRADE 100% CD 4028 S 146TH ST — TOKOLA, WA 98168 _ Drawn by: CdP _ Checked: MSG _ Date: 07/12/2019 Scale: Noted — Revisions: — No. Date Remarks 3 cl nECF_lVED CITY OF TUKWILA BUILDING'A' _ ELEVATIONS JUL 2 4 2019 - PERMIT CENTER SEPARATE E3. ..lFP 11T AND � "k. tat:; ;OVAL .. BUILDING 'B' (SOUTH ELEVATION) ELE BUILDINGW(NO � � FE11u LiAl ----------------------------- ------- ----------------------------- @�L� 0� 0��� ��� � � ,, �BUILDING FLAG NOTES np-moATs suSTwc FIRE ALARM IN EXISTING LOCATION AFTER NEW smwo IS [�--' RE -ATTACH EXISTING SERVICE EQUIPMENT TO NEW SIDING. EXISTING EQUIPMENT, � ^- oownon AND oowuomnxs TO xewmw. ns-/wsm/L cx/snwu A/C omoowwur TO NEW smwo. ns-ouwwuT AS ~ wsossmRY. [�-�~ RE -INSTALL EXISTING RECEPTACLE TONEW xm/wu RECEPTACLE AND EXISTING�-~- o/xoumn TO xcumw. �-`^ xswm� cx/srmo uoor nmmos �wo xusnomrcn oowoon «wo CONDUCTOR. . cxcmwu FIXTURE TO BE REPLACED WITH NEW. SEE ux�c2.1 FOR NEW ^- xmmnc ucson/pnow AND o/uoomwo *somnuswTS. _ -__'_--_--'-____--'-'_'__~�~�~�~~~~~� | NU0 NN MAINTENANCE BUILDIN 19 mxamxnCH|TsoTs _ _ _ _ _ _ _ _ _ - m�ms�St. � _Seattle, ��� _-,�."~�m —.shksarchitects-com (-4�]� .^ENG/^�/wc - =.���.1=^°= _ .= _ _ _ _ _ _ L��' _ _ _ _ _ _ _ _ - _ -__-- _ _ - _ _ _ _ _ _ _ _ _ - KCHA _ EVATION) ELECTRICAL PACIFIC COURT �-------- cmvcuurc - _ UPGRADE _ - 100% CD m28v`46mm -TUKWILA,xm98,68 _ _ _ - w�� =�' -»°�� ---_�� ._� Chemed. 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