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HomeMy WebLinkAboutPermit D19-0237 - PACIFIC COURT APARTMENTS / BUILDING A - EXTERIOR UPGRADESPACIFIC COURT- BLDG A 4028 S 146TH ST BLDG A 019-0237 Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 63O0SmuthcenterBoulevard, Suite #1OD Tukwila, Washington gQ1MD Phone: 206~431'3670 Inspection Request Line: 206-438'9350 Web site: http://m/vvw.Tukvxi|aVVA.gpv 0040000250 DEVELOPMENT PERMIT Permit Number: O19-0237 Issue Date: 9/30/2019 Permit Expires On: 3/28/2020 Address: Contact Person: Address: Contractor: Address: License No: Lender: MUUS|NGAUTH 6UOANDOVERPARK WEST, TUKVV|U, WA, 98188 7UOANDOYERPARK VV'SUITE [, TUKVY|L\WA, 9818B AMERICAN WEST CONTRACTING CO AMER|WC ]8LK KING COUNTY HOUSING AUTHORITY 7O0ANDDVERPARK VV-SUITE [, Expiration Date: 6/29/2021 DESCRIPTION OF WORK: EXTERIOR ENVELOPE UPGRADES INCLUDING REPLACEMENT OF EXTERIOR SIDING, ROOFING, TRIM, SOFFITS, WEATHER PROOFING, ALL WINDOWS, DOORS, LIGHTING, GUTTERS AND DOWNSPOUTS. DEMO AND UPGRADE EXISTING ROOF MEMBRANE AND EXISTING FLASHING AT CURBS, DUCTS, VENTS AND SIMILAR PENETRATIONS. Project Valuation: $375,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $6/90031 Occupancy per IBC: R-2 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: international Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VvACZ96-468: WA State Energy Code: 017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: k)L ate: 10 4+y I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specifiers herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: A.C-1t VA-- 1,,, 2 O Z4 Date: tOS4` (.6 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*** 2: 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 be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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 buillding inspector based on satisfactory completion of this requirement. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0612 EXT ROOFING INSUL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0103 PRE-REROOF 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI-CAST-IN-PLACE 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4026 SI-STRUCT STEEL 4004 SI-WELDING 4032 SI-WOOD CONST CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi laWA.gov Building Permit No. big._ 3 7 Project No. Date Application Accepted 7 --1 - 2-e) Date Application Expires: (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 A Tenant Name: King County Housing Authority PROPERTY OWNER Name: King County Housing Authority , Address: 700 Andover Park W, Suite C City: _seattie- tvittvi LA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Michael Cuadra Address: 700 Andover Park W, Suite C City: Seattle State: WA Zip: 98188 Phone: 206-574-1219 Email: MichaelC@kcha.org DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip; Phone: Email; GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: D.Yes St No ARCHITECT OF RECORD Company Name: SHKS Architects Address: 1050 N 38th Street City: Seattle State: WA zip: 98103 Phone: 206-675-9151 Email: levij@shksarchitects.com ENGINEER OF RECORD . . Company Name: PCS Structural Solutions Address: 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: )611.)6 C..gin4-1TY 004)61104 AVilic, ,try Address: ireit, 0100 Dv ..,(4. ?mac 4...,1 City: iv Kiwi t" State: t.di, Zip: leyeris MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: 'State: Zip: Phone: W.Wcrmit Center tRachellcMpplications \ Word \Construction Permit Application Revised 6-20 19.docx Revised: June 2019 Page I of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ $375,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ n/a 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. Will there be new rack storage? D..Yes V. 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 1" Floor 8,450 SF no no no Type V-B R-2 2nd Floor 8,450 SF no no no Type V-B R-2 3rd Floor n/a n/a n/a n/a n/a n/a Floors thru n/a n/a n/a n/a n/a n/a Basement n/a n/a n/a n/a n/a n/a Accessory Structure* n/a n/a n/a n/a n/a n/a Garage 0 Attached El Detached n/a n/a n/a n/a n/a n/a Carport El 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 nia 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 livesin 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/HAZARDOUS MATERIALS - 206-575-4407 0 Sprinklers it Automatic Fire Alarm .None 0 Other (specify) Will there. ..siota*g.e'or use fflariimabte,cdmbustib1e or hazardous materials in the building? 0 Yes No If "yes ',. attach materials apd storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION - 206-433-0179' 0 ...Permanent Water Meter Size - WO # (2) " WO # (3) " WO # 0 ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size " WO # El Deduct Water Meter Size 0 . .. S ew e r Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 W;1Permit Center (Rachellc))Applications \ Word \Construction Permit Application Revised 6-20 I 9.docx 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 Centcr 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 OR A IZED AGENT: Signatur(7 Date: �/2tf/zet7 Print Name: I'E?% Day Telephone: 2-04►—t615-1 /S 1 Mailing Address: GO'Sd N 3 8*4 S T SeenTLE oft 99Io 5 City State Zip W:\Permit Center (Rachelle)Wpplications\Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $11,174.50 D19-0237 Address: 4028 5 146TH ST BLDG A Apn: 0040000250 $4,271.80 Credit Card Fee , $124.42 Credit Card Fee R000.369.908.00.00 0.00 $124.42 DEVELOPMENT . $3,951.08 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE 1 $196.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $196.30 4 , D19-0238 Address: 4028S 146TH ST BLDG B Apn: 0040000250 $4,271.80 .i. , Credit Card Fee $124.42 Credit Card Fee R000.369.908.00.00 0.00 $124.42 DEVELOPMENT 4 t $3,951.08 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE ; ' $196.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $196.30 D19-0239 Address: 4028 1.46TH ST COMPLEX Apn: 0040000250 $2,630.90 Credit Card Fee $76.63 Credit Card Fee R000.369.908.00.00 0.00 $76.63 DEVELOPMENT $2,433.83 PERMIT FEE R000.322.100.00.00 0.00 $2,408.83 WASHINGTON STATE SURCHARGE B640.237.114 0,00 $25,00 TECHNOLOGY FEE $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 4:07 PM 1 of 1 SYSTEMS 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 R-E-P-R-I-N-T VISA CARD NUMBER: **********8721 K TRAN AMOUNT: $11,174.50 APPROVAL CD: 042455 RECORD #: 000 CLERK ID: Rache1le 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 haps://www.myvirtualmerchant.com/VirtualMerchant/transaction.do?dispatehMethod—pri... 9/30/201 9 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/30/2019 04:05:41 PM CREDIT CARD SALE R-E-P-R-I-N-T VISA CARD NUMBER: * * * * * * * * 8 721 TRAN AMOUNT: $11,174.50 APPROVAL CD: 042455 RECORD #: 000 CLERK ID: Rochelle Thank you! Customer Copy httne • n‘xfAxruir rrivATirthqlrnProhant onm/Virtnal Merrhant/trqncartinn 1n7dicnatclINAptlind=nri Qnnonl Cash Register Receipt City of Tukwila Receipt Number 111p181 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY 'I 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 S 146TH ST BLDG B Apn: 0040000250 $2,628.51 Credit Card Fee $76.56 Credit Card Fee R000.369.908.00.00 0.00 $76.56 DEVELOPMENT $2,551.95 PLAN CHECK FEE R000,345.830,00,00 0.00 . $2,551.95 D19-0239 Address: 4028 S 146TH ST COMPLEX Apn: 0040000250 $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 ,'Z'• ',',. $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 CO TUuWIL4 ETnxKIT 6200 SOUTM[ENTER BiVD TomazLA, WA 98188 285'433'1870 CITY OF TVxWILA 0017340000802374484500 Date: 07/24/2019 10:19:25 AM [nsoIT CARD SALE VISA CARD NUMBER: ****~***87I1 K TR4m AMOUNT: $6,869.73 APPROVAL [o: 087210 RECORD #: 000 cLcnx ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO pxv THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: me e e C'ciIJRr — Type of Inspection: et)/...DIN 5c7Nr42... Address: Date Called: Special Instructions- Date Wanted: a.m. Ili- P& 4 - 3 - -20 p.m. `Requester: /ins 2 t 'v ---.57 ''--/ z/g Phone No: Approved per applicable codes. E]Corrections required prior to approval. CO ENTS: nst ec Date: REINSPECTION FEE "REQ.UIRED. 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 ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 Project: /99e/fire C %/Qr" Type of Inspection: Address: �► ( 8 5; j 414777 Date Called Special instructions: 'Date Wa ited: a.m. p.m. �!`".... Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: RECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0257 INSPECTION NO. PERMIT NO. CITY OF TUKW1LA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit Prof 4 'Type of lnspection: Address: Date Called: i� Special Instructions: ' Date Wanted: / 2 - q " .c.� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: LAJectir Date: REINSPECTION FEE REQUIRED. Prior to next inspectiob. tie must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit NSPECTI©N 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 Type of In ' ection: ,► (70 ddress:/PC / ar 1),Z' .5l 1 g‘ ddpecial <rrfT • D ite Ca Ie M i.. SInstructions: Date Wanted: a.m. Requester: Phone No: 2 -9 z Li Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 P oe t: -Typ.cof ' a a Inspe io : OOP- i N Address: 1 tiO2 5 3 / Date Called: Special Instructions: Date Wanted: a.m. Requester: hone Rione N : Approved per applicable codes. COMMENT n pect required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Catt to schedute 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 Project: Type Insecto Address: L)2. es / Date Called: Special Instructions: "A? Re.467LIC)r- Date Wanted: AD a.m. Requester: Phone Phone No: . Approved per applicable codes. CO MENT Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit O2J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Aid/dress: V $� Special Instructions: Date Wanted: Reg Phone Na: v/Y a.m. p.m. Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: Date: 3 t 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 E G H K L M N 0 Z AA 1 multi.; 1.301 at RS Means; labor•DB Res; id:demo; 2b=build fwu y.7 I CS! .umber ... neson,,,en 1 Coew 1 Dal.Cotp000t i.L..u.t._I Una ,. flare Ma" .....+ru.�� c � vuy" N wuN iruuiel urn OeIC ;COL na RES ne wLB 0aee,,�__ q�. r..., ,, . w nLJ W F LB OCIC LCYtIi � UCfCiG01j7. � IUICI n0la 3 I 4 S 6 64 06 11 10 40 6020 INFRLFRAMING 6.21 2b 0008 061110406020 Wall framing, plates, untreated, 2' x 4' 2Carpl 0.53 39.2457 M,B.F. 1 52B 2943 39.13 12.4 7W- -0BRes B.S .2"x4" :::' 12Cary 053 39.2457 M.B.F. 333.26 2943 3973 787.33 0.0 10591Mat:RSMeans, Lr•DBRes ! 26 9 0.175'06 1110 406140 ;Wall framing, studs 2 x4", EnIfigh wall 2 Ca 0.92 22.6083 M.B.F._ 51150. 29.43 39.731 696.141 0001 ,201.641Ma: RS Means; Labor•DB Res I 2b 10 0.04 110406140 Wall framing, studs 2 x 4", B' high wall 2 Carpl 0.92 22.6083 M. 2F 2B 16 29.43 39.731 38.32 0.001 6648=Ma: RS Means; Labor.DB Res ` 20 11 0.505 ;061110406140 Walframrng studs, 2'x 4', 8' high wall 2 Carp 0.92 22.6083 M.B.F.I 33326 29.43I 39.73' 453.561 0.001 78682MatRSMeans; Labor-DBRes ' 2b 12 228700 06 25 13 10 2100 DOOR INTERIOR TRIM 8.2 ! I 2b 13 2287.00 '062513102100 IHardboard paneling, moldings for, wood grainedMDFj 2Carp 500 0.0416 L F 1,006 28 29.437 39.13 3,11993, 0.00 4,186.21 Mat: R5 Means; Labor•D8 Res' 2b 4 64.000 09 2910 30 2090 1,Gypsum wallboard, on walls, standard, wlcompound skim coat 1 2 Carp (level 5 finish), 518" thick 775 00273 S.F. 3136 29.43 3973 69,421 0.00 100781Mat.•RS Means; Labor-DB Res 2b 15 320.064 09 2910 30 2090 j ;Gypsum wallboard, on walls, standard, iv/compound skim coal 'Pavel 51nishl, 518'thick 2 Carp 775 0.0273 S.F.' 15683 29.43' 39.731 I 34716' 0.00 503991Mat: RS Means; Labor•DB Res 1 2b 1 16 12,627 - 109 91 23 74 0240 PAINT INTERIOR WALLS AND TRIM 2b 17� 12,627 109 9123 74 0 plaster,Paints & coatings, walls & ceilings, interior, concrete drywall or coats,5modh finish, 1 Pod 800 0.013 S F 1 2,65167 28,26 3& 151 8262 ' ' REVj D F0 • • rMal: RS Means; Labor DB Res 26 18 2102 1122116131500BLINDSzerovocafex, 8.1 ldUtvVP��N�- 26 199 2102 112 21 16 13 1500 Blinds, interior, vertical, 3" to 5" PVC or loth strips, minimum 1 Carp 460 0.02211 S F.l 18,60210 2943' 3973 1845 5 nip "r� 20, .. 5,IMat.•RS Me &}�M� 2h 11 GTY 21 0� T�iKV�ILA 22 23 24 25 26 SEi 2 7 2019 g Build L� _ General Requirements 1 01 21 16 60 0060 BIDDER DESIGN COSTS f OR FALL ARREST ANCHOR AND CABLE, LOCATIONS SHOWN ARE 7.12 �--�� B ""l �r l DINGDIVIS /,, �(yylla ��II 1v I 26 27 1000012116 50 0050 FallArresf Anchor con Project 0W 5081.11 u.00Mat,RSMeans;Labor•DBRes 26 28 13.0001154238042D0 Staging i II protection equipment, l g g a dlfa p o eq p e t, Holt roofanchor, permanent, buy Ea.; 442.00 0.00, 0.001 0.00 .00iMat. RS Means; Labor DB Res I 2b 29 30 13 01 54 23 80 5420 FALL ARREST ANCHOR 7.12 I 26 13.000 015423805420 I protection 5ta in aidlfall rolelione w men) mstallalionofU•Boltrooi g p Staging permanent 2Ca 40 0.52 Ea rpT 0 001 29.43 3973 266 56 0 00j 268 58 Mat.•RS Means; Labor-DB Res 2b 31 32 33 34 35 36 31 Masonry 41 040523191200 CRAWLSPACEVENT,S(REENED,16'X8' 6.28 2b 47.000 04 05 23191200 �._..�Metals !Vent box, foundation block, galvanized,1.114" thick, 8" high x 16 ;long, excludes damper 1 Brie, 30 0.3471 Ea. 88125 ._... 29.431 39 73 64815, 0.40' 1529.40 Mat - IRS Means; Labor-DB Res 26 16 05 05 21 90 4010 METAL AWNING, 3.5'X3'X.25"GALVANIZED STEEL PLATE 5.4 26 256.000050521904010 1 'welding structural steel infield, cleaning &welding to existing beamsrwlumnsltrusses I E14 12 0.8671 L.F.35328 5701 768I 11064.17 2112.00 1954945,Mal:RSMeans; Labor-DBRes 26 52,000050523251750 „plates/bars/rods High strength boll, 1.114'diax8'L,A490,inclwasher &nut 1 Sswk 70 0.1482 Eat, 6,13600 0.W 0.00 0.00 6,136.00(Mat.RSMeans; LaborDBRes 26 38 39 516 05 12 23 40 0470 ANGLES FOR PARAPET BRACING 4'0C,L2.5"X1.S"X.25",4IFEACH I 2b 516 051223400470'Angle framing, structural steel, 2.5'X1.5"x114",field fabncated,inl Iculting & welding E3 90 0,3471 L.F. 1,55316 62.82 84.81 15,189.24 567.60 j 1731000Mat•RSMeans; Labor-DBRes 2b 40 41 42 184.80010512 23 65 2100 'Steel plale,114' T, warehouse price, no shop fabrication I S F 1,663.201 0.00 0.00 0.00 1,663.201Mat: RS Means; Labor•DB Res; 2b 221 I051516100200 FALL ARREST CABLE 7.12 I1 2b ^� 2.210,05 15 16 70 0200 Wire rope, temporary cable safetyrailing, one strand, 112"diam, nd. 100' cable, 2 eye bolts, 2 thimbles, 6 dips, l turnbuckle, labor to instal and remove 2Sswk 2 10.4 C.L.F.; 895.05 69.031 93.19 214189 0.00 3,036.9411Mat:RSMeans;Labor-DBRes , 2b 43 44 135.900055213500935 METAL HANDRAIL 5.1 2b 135.900'05 52 13 50 0935 Railing, pipe, steel, wall rail, galvanized,1.114' diameter, shop fabricated E4 213 0.195 L.F.' 3,73125 65.73� 88.74 2,351,54 63.871 6,152.66Mat•RS Means; Labor•DB Res 2b 45 8.000,055213500935 EXTENDSTEP-OFF RAIL TO PROTECT SKYLIGHT 5.13 2b 46 8.000 05 5213 50 0935 Railing, pipe, steel, wall rail, gaNanlzed,1.1/4' diameter, shop labrcated E4 213 0.195 L f 220.00 6513, 1 88.74 138.43 3 76' 362.19 Mat RS Means; Labor•DB Res 26 I I 1 47 48 3 ITG 05 5133.03 iMr ROOF ACCESS LADDER 5.12 j 26 104ITG 05 5133.03 84 METALS • LADDERS; 2-112 X 3181N. BAR. 314 1N. RUNGS 11,7 GAIV LF $749.84 $74984,The Guide 2b 49 2TG055133.04[MIMETALS- LADDERS; 20FTCAGE LADDER EA $7,785.80 $7,786.801TheGuide 2b SO 5321G055153.01 BAR 3141N.RUNG E4 0.366E LF 88.74 1.E 790 $113062'TheGuide 2b 51 52 fLALADDER2.112X3B1N. 27, TG 05 5153A2 LALADDER PROTECTIVE CAGE ONLY E4 0.6032LF 6519 88f 1455.8 5145589 The Guide 2b Wood, Plastics, and Composites 53 2.066{061110406020 FRAME 18"PARAPET 6.14 I � L 2b 54 _ 2.066:061110 40 6020 1Wall framing, plates, untreated, 2" x 4" 12 Carp 0.53 39 2457 M.B.FT 1,363 56I 29.43j 39.73 3,22141 0.00 4,584.97IMat•RS Means; Labor•DB Rea 26 S5 3,528 06 11 10 42 0605 BATTEN STRIPS, 3/4"X2.1/2" 6.21 LF 2b 56 3,528 °061110 42 0605 1Earterior trim and moldings, band board, cedar, STK,1" x 3' I 1 Carp 300 0.0351 L.F. i 1,567.60 29.431 39.13 4,919,941 0.001 6,507.541Mat-RS Means; Labor•DB Res; 2b Prepared by Tim Thatcher 8115/2019 Dlq-61�1 Page 1 Nxl mu10.i 1,30 t RS Means Labor-DB Res ld=demo; 2b=build 2 Oty CSI Number Descriptor' 57 81.000106 16 2610 0305 WD STAIR LOWER LANDING SHEATHING 81.00010616 2610 0305 ';Undedaymenl, plywood, undedayment grade, 314'thick, pneu 58 nailed Grea 6.5 _ cj 2Carp, 1,612 0.013 69 22,320 10616 3610 0505 ADDITIONAL 318" SHEATHING, REF ASSEMBLIES, A5.1 6.2 22,32 60 0616 3610 0505 'Sheathing, plywood an walls, CDX, 318'thick, pneumatic nailed 61 1,550 I10616 3610 0505 WALL 18" PARAPET, SIDING ASSY 1 1,550 j0616 3610 0505 Sheathing, plywood on walls, CDX, 3/8'thick, pneumatic nailed 62 20.064 p6163610 0505 FRAME AT (El OPENING SIDING ASSY 1 320.064 j0616 3610 0505 'Sheathing, pl}awod on walls, CDX, 318" thick, pneumatic nailed 0616 36100605 Sheathing, plywood on walls, CDX, 112'thick, pneumatic nailed 0616 36100605 INSTALL 1/2" SHEATHING ABOVE TO MATCH If) SHEATHING BELOW 9,297 10616 36 10 0605 (Sheathing, plywood on walls, CDX, 112' thick, pneumatic nailed ily Output; Labor Hours' Unit Bare Mat. DB RES Bare Labo Equip. 1 Total N 122 31I 29,43F 39.73 41840.00 164.15 2C4rpf 1,488 0.0143 S.P. 14,061.601 29.43 6.14 2 Caryl L 8,5 2Carpl 1,488 0.0143 S.F. I Mat: RS Means; Labor-DB Res 2b 2b 9.70 12 681021''' 4 0.001 fl`», :h I l 2b 26,742.62 Mat RS Means; Labor-DB Reir 2b 2b 1,488 0.0143 S.F. 976.19 29.43 39.731 880.34 0.00 1,856.53 Mat.-RS Means; Labor DB Res 28 201.64 29.43 39.73 181.841 0.001 24 38348Mat: RS Means; Labor408 Res 24 2Carp 1,395 0.0143 S.F. 6.30 2Carp 1,395 0,0143 S.F. 320.064 10616 3610 0605 Sheath'mg, plywood on walls, CDX,112' Mick, pneumatic nailed ; 2 Carp; 6.21 5,148 06 6 3610 3700 Rainscreen, 2Carp 70 etch, tell2"taisk 69 5,148 061636103700 RAINSCREEN 71 1,033.000 06 221340 5500 FASCIA BOARD, FRONT/SIDES, 21(12, CHAMFERED 2X8, 2X6 6.9 72 655.000 06 2213 40 5500 Exterior him and moldings, fascia, cedar, rough sawn 2" a 6' 1 Carer- 220 73 655.000 06 2213 40 5600 Exterior Mm and moldings, fascia cedar, rough sawn, 2" a 8' 1 Carp 200 74 655.000 06 2213 40 5800 Exterior trim and moldings, fascia, cedar, rough sawn, 2" x 12 1 Corp 170 75 68.000062213406185 WOOD TRIM AT INSIDE WALL CORNER, 2'X2" 6.10 76 68.000106 2213 40 6185lExtenor trim and moldings, fascia, cedar, STK, 2' x 2° 1 Carpi*260 77 1,895'062513102100 INSTALL WINDOW INTERIOR TRIM 8.1 78 1,895 062513102100 Hardboard paneling, moldings for, wood grained MDF 2 Carp 500 79 135 06 43 13 40 0730 WDSTAIRRISER 6.5 80 135 1064313400730Mood star pals, risers,pine, 1°x8',36'long 81 126 06 43 13 40 0790 WDSTAIRTREAD 126 06 4313 40 0790 Wood stair pads, treads, oak,1.1132' x 11.112', 36" long, no 82 returns 83 Thermal and Moisture Protection 84 14,081 !012216101765 TAPERED INSULATION 85 1 Carp, 80 6.5 1 Carp' 32 7,1 1,007.18 2943 :7 880.34, 0.00 1,887.521Ma1: RS Means; Labor-DB Res I 2b 2b 6,043 05 29.43 39.731 5,282.05; 0.00 11,325.10 Mal RS Means; Labor-DB Res 24 1 I 1,395 0.0143 S.F. 208.04 29.43 39.73. 181.84 I I 0.00j 389 88'Mat-RS Means; Labor-DB Res , 26 28 1,200 0.0169 S.F. 4,478.761 1 L.F. 1,165.93 29.431i 39.7 0.0468 0.052 0.0611 29.43, 39.13) 3456 0.00 7,9 36 klat •RS Mears; Labor-DB Res 24 26� L,F.J 1,558.90 29.43 39.73 L.F.1 4,617.75 29.43 39.73 1,217.90 1,35322, 1,590.03I 0.00; 0.00'I 2,383.801Mal.•RS Means Labor•DB Res 2,912,121Mat: RS Means; Labor•DB Res I 6,207.18 Mal.•RS Means; Labor-DB Res 2b 24 26 2b 0.0403 L.F.I 5508 29.43 39.73 108.881 0,001 16396iMat.RSMeans; Labor•DBRes 2b T 2b 0,0416 L.F. 833.80 29.43 39.73 3,132.031 0.00 0.13 Ea. 571.051 29.43', 39.73 0,325 Ea. 3,843,00 29.43 3973 3,965.83 Ma(: RS Means; Labor-DB Res 2b 26 697.27,1- 0.00 1268 32,Mat-RS Means; Labor-DB Res 2b 2b 1,626.96 0.20 5,469,96 Mat: RS Means; Labor.DB Res 2b 40,810 01 22 16 10 1765 r Roof deck msulallon, polyisocyanurata, tapered for drainage, 1 Rots! fastening excluded 14,081 107 25 10 10 0400 VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND 7.1 66 STRUCTURE 87 141 107 25 10 10 0400 (Weather barriers, building paper, asphalt fell paper, #15 88 22,320 07 25 10 10 0480 WRB 22,320 07 25 10 10 0480 Weather barters, building paper, housewrap, exterior, spun 89 Ibonded polypropylene, large roll 1,550 '07 251010 0480 (Weather briers, building paper, housewrap, exterior, spun 90 'bonded polypropylene, large roll 320.064 07 25 10 10 0480 'Weather barriers, building paper, housewrap, Maria, spun 91 !bonded polypropylene, large roll 92 3 074646 HOSE BIB MOUNTING BLOCK 93 3 07 46 46 MOUNTING PANEL, S8 rd4Mount blocks 1,620 0,0052 B.F. 77,445.50 26.02 3173, 2762563 0.00 105,07113Mat-RSMears ;Labor- DBRes ' 2b 1 Carp' 6.2 1 Corp 1 Carp 1 Corp 22,1 '074646 FIBER CEMENT MOUNTING BLOCK AT(E) PIPE PENETRATION 22.2 95 7 07464 96 .._ 1 07 46 46 97 11074646 98 32 107 46 46 99 321074646 100 17,172 07 46 46 10 0050 FIBER CEMENT LAP SIDING IWIDEEXPOSURE) (MOUNTING PANEL, Slurdi-Mount blocks HOSE BIB MOUNTING BLOCK 'MOUNTING PANEL, Slurdi-Mount blocks INSTALL SPLIT BLOCK AT 1EI ERV HOOD MOUNTING PANEL, Slurdi•Mount Mocks 101 102 17,172 07 46 46 10 0050 ''Fiber cement siding, lap siding, smooth texture, 5116" thick a 9-112" (wide, 8.114' exposure 2,2871074646100050 FIBER CEMENT TRIM BOARD, 1" X 9-1/4" 103 5 2,2871074646100050 ',Fiber cement trim, 1"X9-114" 378074646100050 Fiber cement trim, l'X6' 544074646100050 FIBER CEMENT TRIM AT OUTSIDE WALL CORNER, 2 EA 1" X 3-1/2" 22.3 23.5 37 4,000 4,000 2b 24 O. Sq. 802.621 29.431 39.73 1,570.92r 0.89 0�0026 S.F.S F _.�.._ 3,348.00 29.43r 39 73) 2,305 64, 0.0026 SF.'. 232.43 29.43i 39.73 0.00 2,373.54 Mat•RS Means; Labor-DB Res 1 26 2b 0.00 5,653.64 Mat•RS Means; Labor•08 Res 2b 16006 0.00 392,49 Mat-RS Means; Labor-DB Res 2b 4,000 0.0026 S.F 4801 29.431 39731 3306 0.001 ' 81.07 Mat-RS Means; Labor-DB Res 2b 2b 640 0.0325 LF. 1911 29.43 39.73 3.87 640 640 0.00 2298,Mat-RSMears; Labor-DB 2b 2b 00325 L.F. 44.59 29.43 39.731 904I 0.00 53.631Mat.-RS Means; Labor•DB 2b 0.26 1. F. .. __. 6.37 29.43 640 0.0325 6.2 2 Carp 6.4 6.10 203.84 29A3I 2b 39.731 10.331 0.00 16.701Mat-RS Means; Laba-0B 2b 1 41321 0001 24516,Mat.-RSMeans; Labor-DB 24 24 2b 440 0.0468 S.F.I 26,188.32 29.43. 39.73, 31,929.40 0.001 58,717.72'Mat: RS Mears; Labor-DB Res 2b 2b 640 0.0325 L.F. 1 10,177.15 29.4311 39.73 640 0.0325 L.F 1,682.10 29,43 39.73 2,953.07' 0.00 13,130.22 48809 0.00 2,170.19 Mat -Web search Home Depot; I 2b fiat -Web search Home Depot; I 2b 2b 10 51407 46 4610 0050 I Fiber cement tnm,1"X 6" 640 0.0325 L.F. I 2,420.80 29.431 9.73, 702,44 0.001 3,123 41Mat Home Depot; I 2b Prepared by Tim Thatcher 8/15/2019 Page 2 2 mu ,301 07 u 1,895,07464610 0050 INSTALL WINDOW EXTERIOR FIBER CEMENT TRIM 108 09 1,895 0746 46 10 0050 iFiber cement trim, l'X4' 2,287,00 07 46 46 10 0050 DOOR EXTERIOR FIBER CEMENT TRIM 10 11 2,287.00 07 46 4610 0050 Fiber cement Idm,1"X 4" 192 07 46 4610 C050 Fiber cement trim,1"X 9.1/4' 5,148 '074646100070 FIBER CEMENT PANEL AT STAIRWELL INTERIOR 5,148 07 46 46 10 0070 Fiber cement siding, panel siding, smooth texture, 5116'thick 14,081 07 53 29 10 7900 1/2" HIGH DENSITY POLYISO COVER BOARD 141 07 53 2910 7900 Polyisobutylene roofing, IPIBI, 0.57 psi, fully adhered with conta cement 100 mils 949.478 07 54 2310 0200 TPO WALKWAY ROLL 9,495 0754 2310 0200 IThermoplaslic•polyolefin roofing (TPOI, 60 mils, heat welded 'seams, fully adhered 4,081 (075423100220 TPO HORIZONTAL MEMBRANE ROOF iew1 Daily vutpuii mbar rimiiei uiii 8.1 8,2 6.21 2 Carp 7.1 G5 6.22 7.1 t•RS Means; Laber•DB Res Bare Mat, DBRES Di9riLB Bane Lawn 1 1d=demo; 2b=build 2b 640 0.0325 LF 8,432.75 29.431 3913' r- { 2,446.90 0.001 • 10,879.65 Mal. -Web search Home Depot; 640 0,0325 L.F 10,177.15 29.431 3973 2,953.071 640 0.0325 L.F. 854.401 29.431 39.73' 247.921 0.00' 1 750 0.0273 26 1.9994 141 07 54 2310 0220 Thermoplastic•pdyolefin roofing if PO), 60 mils, heat welded G5 seams, mechanically attached 1549500076510109324 PARAPET METAL COPING CAP 6.9 9500 07 65 10 10 9324 'Sheet metal flashing, steel sheet sfleWe, galvanized,24gauge, 1Rofc' ncluding up to 4 bends 8 076510109324 FLASHING ATLEIVENT CAP 8.000107 65 10 10 9324 Sheet metal flashing, steel sheets, flexible, galvanized, 24 gauge, iinduding up to 4 bends 612 076510109500 FLEXIBLE FLASHING AT CORNERS 612.000107 65 10 10 9500 :Sheet metal lashing, leme coaled stainless steel, flexible, .018' jlhick, 26 gauge, Including up to 4 bends FLASHING AROUND WINDOW 8.1 1 Rofc 1,895,07 6519101700 43 07 65 23 10 4850 1,89507 651910 7700 Plastic sheet flashing, polyvinyl cMoride, black, flexible, 60 mil i(.056" thick) FLASHING FOR EXTENDED LEI ROOF VENT TO ACCOMMODATE 7.9 TAPERED ROOF INSULATION THICKNESS 25 2.08 Sq 0.00 13,130.22 Mat: Web search Home Depot, I 1,102.32;Mat:Web search Home Depot 1 2b 26 2b 2b 2b 7,464.60 29.43 39.731 5 583 741 0.00 13,048.34 Mat: RS Means; Labor•DB Res 2b 2b 44,355.15 50.49 68.16 19,18988 1,020 87; 64,565.911Mat•RS Means; Laber DB Res 1 2b 2b 1,006.45 50.49 61,346131 71.69' 2424.26iMat:RSMean s;labor•DBRes 2b 1.5288 Sq. 15,489.10 50.49 68.16 26 14,673.15, 781.50 30,943.74IMal: RS Means, Labor•DB Res i 26 2b 140 0.0741 S.F.1,642.47 26.02 3773' 4,331.91 0.00 5974.44Mal RSMeans;Labor-DBRes 7.7 1 Rofc 6.10 1 Rik! 26 26 140 0,0741 SF. 8.48 26,02 3773' 22.37i 0.00 30.85lMat: RS Means; Labor•DB 2b SF 2b 155 0.0676 S.F. 6,150.60 26.02 37,73! 1,560.89 0,00 7,711.49Mat•RSMeans;Lab or•D9R 2b 285 0.0364 S.F 43.000 0765 23104850 IEPDM flashing, flexible, 90 mils, 6" diameter pipe flashing 1 Ro1c) 22 799.20007 65 23 10 8100 IFlexiblelashing, rubber, bury1,1132"thick 1 Rolc 285 238 07 71 23 10 0300 METAL DOWNSPOUT 238.000 077123100300 Aluminum downspouts, enameled, 2" x 3",.024" thick 361 07 7123 30 2700 METAL GUTTER 361.000 071123 30 2700 'IGalvanized steel gutters, half round or box, stock, 5" wide, 26 gauge 361.0001077123 35 0020 Gutter guard, aluminum mesh, 6" wide 1,8951079123100030 WINDOW BACKER ROD X P 481912310 0030 Pre -formed join( seals, backer rod, polyethylene,114' dia 2,287.00 07 91 23 10 0030 BACKER ROD AROUND DOORS 22,87 07 91 23 10 0030 Preformed joint seals, backer rod, polyethylene,114' dia 480 07 91 23 10 0030 BACKER ROD AROUND MOUNTING PANELS 5 07 91 23 10 0030 ,Preformed joint seals, backer rod, polyethylene,114' dia 1,290 07 9213 20 0055 SEALANT AT CORNERS 290 07 9213 20 0500 fJoinl sealants, caulking and sealants, acrylic latex, cartridges,114' Ix 112", in place 480 07 92 13 20 0500 SEALANT AROUND MOUNTING PANELS 7.3 1 Shee 7.2 1 Shee, 1 Carp 8.1 18 8.2 1 Bdc 6.10 1 Bdc 26 1,800.25 26.02 37.73 ( 0.4732 0.0364 2,602.471 0.00 4,402.72:Mat•RS Means; Labor•DB Res i 2b 2b a.i 1,376,00 26.02 31.13 767.69' 0.00 2,143,69 Mal: RS Means; Labor DB Res', 2b S.F.; 100 26.02 37.73, 1,09157, 180 0.0572 L.F. 573.58 43.45 58,661 798541 0.00 3,095.57 Mal: RS Means; Labor -CB Res 1 2b 2b 0.00 1,372.121Ma1: RS Means; Labor-DB Res 2b 26 125 04832 LE 1,010.80 43.45 58,66 1,76179 0.00 2,77251Mat-RS Means; Labor•013 R 2b 500 0.0208 L.F.! 1,028.85 29.43 39731 29833, 0.00 132113Mat: RS Means; Labor•DB Res 29.43, 39.73i 1,702071' 0.00 1753.61iMat•RSMeans; Labor•DB Res 4.6 2.2607 C.L.F.1 4.6 22607 C.I.F.; 4.6 2.2607 C.I.F.; 288 0.0364 480 i07 9213 200500 Joint sealants, caulking and sealants, acrylic latex, cartridges,114° 1 Bric x112",inplace Openings 141081613100440 14.000 08161310 0040 081613100040 11 1.000108161310 0040 I081613100040 26 2 2b 2b 62.21 2943 39.73, 2,054.151 0.00 2116.36,Mat:RSMeans; Labor•DBR 2b 2b 13.06 29.43 39 431.13 0.00 444.19 Mal-RS Means; Labor•DB Res 2b 26 85540', 29.43 3973 4,757.97 0,00 5,61337!Mal-RSMeans; Labor•DB Res 26 2b 288 0.0364 L.F. 124.80, 29.43 397 694.17 0A0, 818.97,Mat-RS Means; Labor•DB Res 2 I I FIBERGLASS door, 3'•0' x 6'• 8" , type 101A, UNIT ENTRY 8.2 Fiberglass, exterior, prehung door,1.314", 3-0" x 88" 2 Carp' 8.2 FIBERGLASS door, 3'-0" x 6' • 8", type 101B, LAUNDRY ROOM Fiberglass, exterior, prehung door,1.314", 3'-0' x 6'8" 2 Carp FIBERGLASS door, 3'•0" x 6' • 8", type 101C, MAINTENANCE 8.2 3, ROOM 3.000108161310 0040 'Fiberglass, exterior, prehung door,1.314", 3' 0" x 6'8" 2 Carp:, 08 16 13 10 0040 FIBERGLASS door, 3'-0" x6'•8",type 1O1D,UNIT ENTRY • 8,2 16i UPPER UNITS 16.00088161310 0040 'Fiberglass, exterior, prehung door,1.314", 3'-0" x 6'8" 081613 100040 1 FIBERGLASS door, 3'•0" x 6' • 8" , type 107, ADA UNIT ENTRY 5 1.000,08161310 0040 'Fiberglass, exterior, prehung door,1.314", 3'-0" x 6'8° 08 161310 0D40 1 FIBERGLASS door, 3'-0" x6'•8",type 108,ADAUNIT ENTRY 15 1.3871^ Ea.l 4,480.0 29.431 39731 771 2b 0.00 Mal: RS Means; Labor•DB Res; 2b 15 1.3871 Ea.` 328.00 29.43', 39.7 .11 0.00 2b 375.11;Mat: RS Means; Labor-DB Res 26 2b 15 1.3871 Ea. 960.001 29.43 165.33 0.00 1,125.33iMai-RSMeans;laba•OBRes 2b 2 Carpi 15 1.3871 Ea. 8.2 2 Carp 8.2 15 1.3871 6,12000 2943' 39.73 881.76 000 2b li 6,00116 Mai•RS Means; labor.DB Res 26 I ( 2b Ea.1 32000 2943 3973; 55.111 0.00 7511;Mat.-RS Means; Lebo r•DB Res 26 26 15 1.000108161310 0040 'Fiberglass, exterior, prehung door,1.314', 3'-0' x 6'8' 2Carp! 15 1.3871 Ea.'i 320.00 29431 39,73, Prepared by Tim Thatcher 8/15/2019 55.11, 0.001 315,11TMat.-RSMeans; Labor-DBRes ' 2b Page 3 F 2 1 CSI Number mulb.j 1301 1 Description Crew Daily Output, Labor Hours', Unit 159 6 08 31 13 10 6250 CRAWLSPACE ACCESS COVER 160 610108 311310 6250 ;Doors, spedalty, access, standard, metal, 24' x 24" 161 32 108 52 16 70 1150 SLIDER window, 6.0" xS •0",type A1 32.000 08 5216 701150 '1Windows, nod, sliding, vinyl -dad, premium, double insulated 162 glass, 6'•0' x 5-0", ind. frames, screens 8 gri0 163 2 08 53 13 20 0130 FIXED window, 2' - 0" x 2' • 0", type 81 2.000 08 5313 20 0130 Windows, vinyl single -hung, 234414, including grill, J finish, low 164 E, exterior jambs 165 3 108 53 13 20 0140 FIXED window, l'•8"x2'•101',type B2 3.000 08 5313 20 0140 IWirdows, vinyl single -hung, 25' x 49", including grill, J finish, low 166 E, exieriorjambs 167 50 08 53 13 30 0380 SLIDER window, 5'-6" x3'-4",typeA2 50.000 08 53 13 300380 Windows, sd0 vinyl double -hung, premium quality, double insulated glass, 3-0" x 6-0", including grill, J finish, Mw E, exterior 168 jambs 169 2 08 13 40 0250 SLIDER window,3' 8" x 2' -10", type A4 2.000 08 5313 40 0250 Windows, vinyl casement, 2 lite, 47" x 41', induding grill, J finish, 170 ,low E, exterior jambs 171 2 108 53 13 40 0272 SLDER window, 5'-0" x 4'• 0", type A5 2.000108 5313 40 0272 'Windows, vinyl casement, 2lite, 47" x 59', including grill, J finish, 172 low E, exterior jambs 173 8 08 53 13 40 0340 SLIDER window, 2' - 6" x 2' - 9", type A3 8.000108 531340 0340 (Windows, solid vinyl casement, premium, double insulated glass, �,2-0" x 3' 0" high, including grill, J finish, low E, exterior jambs 74 8.4 1 Carp; 8.1 1 Carp; 8.1 2 Carp20 8.1 2 Carp' 18 8.1 1 J 1 Ca 8 8,1 2Carpi 11 8.1 2Ca 8.1 1 Ca TG086214.03jMiFIXED SKYLIGHT window, 2'•1.S"x4'•l "typeC1 86 76 77 78 79 9 TG086214.03 jM4OPENINGS • TUBULAR SKYLIGHTS; 21"DIAMETER- ASSEMBLY at. RS Means; Labor-DB Res ( ld=de AA o; 2b=build Bare Mat DB RES DB w LB Bare Labor !. Bare Equip. j Total Note 1 2b 1.1557 Ea., 348.001 29.43 1 i 1.3 Ea., 40,800.00 29.43 39,73 275.50 0.00j 623501Mat :RSMeans,Labo-DBRes ; 2b 2b 3933 1,652.791 0.001 42,452 791Mat.•RS Means; Labor-DB Res 2b I i 26 1.04 Ea. 444.00 1 29.43 39.73 I I 1.1557 Ea., 69600! 29.43 39.73 82.64 0.00 1 526.64'Mat. RS Means; Labor•DB Res 2b 2b 137 75 0.00 833 75 Mat: RS Means; Labor•DB Res' 2b 1.3 Ea, 1.2233 Ea.1 17 1.2233 22,250001 29.43 39.13 2,582.48 2b 000 24832481,Mat:RSMeans;Labor.DBRes 2b 1,250.00 29.43 39.73 97.20 2b 0.00; 1,347.201Mat: RS Means; Labor•DB Res; 2b 1,55000; 29.43 39.7 97.20 2b 0 0R 1 64720',Mal -RS Means Labor-DB Res 26 - 10 1.04 Ea. 2,360.00, 29.43 Carp, Finishes 666 09 67 13 13 4300 1Rhino Liner • Composition flooring, polyurethane, vdlh suspended 666 09 6723 231300 FLUID -APPLIED DECK COATING ON WD STAIR LOWER LANDING 6. SHEATHING 180 181 182 22,320 '099113602600 PAINT WALLS 22,320 09 9113 60 2600 Paints & coatings, siding, exterior, Texture 1.111 or clapboard, oil base, paint 2 coats, spray 5,208 109 9113603400 PAINT TRIM, BEAMS, FASCIAS, BARGE BOARDS 8 5,208 109 9113 60 3400 'Paints 9 coatings, siding, exterior, Texture 1.111 or clapboard, oil base, stain 2 coats, brushwork 85 86 87 88 89 1065 39.73 330.56 2b 0.00 2,690.56 Mat •RS Means; Labor•DB Res 2b 2.6 EA 1 $4,221.00 j 29.43 39.73 929.69 $5,150.691The Guide 0.342 S.F.! 5,760.901 44.53, 60.12 13,692.63 2b 2b 25974 19,713.21 Mat: RS Means; Labor-DB Res 26 2b 2 Pord 2,600 0.0078 S.F. 2 Pord � I 32 .09 9113 70 0370 PAINT 20065 32.000 09 911370 0370 Paints 8 coatings, ededor doors, panel, both sides, roll & brush, 1 Pord primer + 2 coats, exterior latex, incl. frame & trim 128.000 09 97 13 23 6830 Paints and prolect6ecoatings, latex topcoat, sprayed 2Psstj 72 099713236830 PREP SUPPLY CONDUIT TO MATCH ADJACENT SIDING, REINSTALL S8 26,4 IN EXISTING LOCATION 72.000 09 9713 23 6830 Paints and prolecbve coatings, latex topcoat, sprayed 2 Psst' 336 09 97 13 23 6830 PAINT AWNINGS 9 9 336 2,6 09 9713 23 6830 Paints and protective coatings, latex topcoat, sprayed 099713236830 PAINT FLASHING 92 2,604 409971323 6830 Paints and protective aalings, latex topcoat, sprayed 93 099713236830 PAINT EXHAUST VENTS 94 95 64 09 97 13 23 6830 ,Paints and protective coatings, latex topcoat, sprayed 7 099713236830 PAINT PIPES 96 97 14.0 09 9713 23 6830 'Paints and protective coatings, latex topcoat, sprayed 510 09 9713 23 6830 PAINT CONDUIT 98 255.000i09971 99 126 09 91 13 23 6830 200 201 202 128 ;099113236830 Specialties 32.0001014 23131100 32.000 203 18 110 44 13 53 2700 2 205 2 Psst 2 Psst 2 Psst! 8,928.00 2b 28.26 38.15 6 641.94 0.00', 15,569.94',Mal •RS Means; Labor-0B Res 26 I 950 0.0221 S.F.! 25 2b 1,197.84 28261 38.15 4,391.06 0.001 5,588.9011MaGRS Means; Labor-DB Res 2b 1 542.40 28.26 38.15 5,078.66; 0.00l 5,621.06IMat:RSMean s;Labor-DBRes 26 10.24 2826 38.15 31,74 0.001 41.98 Mab-RS Means; Labor-0B Res 26 2b 2826' 38.15 17.85 0.001 23.61'Mat-RS Means; Labor-DB Res 2b 4.16 Ea 3200 0.0065 S.F. 3200 0.0065 S.F.t 5.76 3,200 0026 S.F.j 2688 28.26 38.15 3,200 00065 S.F. 208.321 28.26 38.15 I 3,200 0.026 S.F_', 5.12 28.26, 38.15 26 26 1 2 Psst 3,200 0.026� S.F.112 28.26 23 6630 Paints and protective coatings, latex topcoat, sprayed 2 Psst 3,200 PAINT ELECTRICAL BOXES Paints and protective coatings, latex topcoat, sprayed [" 2 Pssl', 3,200 UNIT SIGNAGE, FDIC, COORDINATE WITH OWNER TO VERIFY 10.1 LOCATION 1014 23131100 Signs, flexible door sign, adhesive back, wfBraille, 518' letters, 8" x 1 Clab' 32 2„ REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET 10.4 WITH SALVAGED EIRE EXTINGUISHER IN ORGINAI LOCATION 18.000,10 4413 53 2700 1, Fire equipment cabinets, fire blanket 8 pooabe extinguisher, sted Ibox, recessed, includes blanket,14"x40"x8", excludes equipment 012 0.026 S.F. 20.40 28.26 333.294 0.00 645,74{ 0.00 63.48 0.00 38.15 13.89, 0.00 38.15 252.941 0.00 0.026 S.F. 10.24 28.261 38.15 0.325 Ea. 1,104.00 29.43 39.73 360.17'Ma1•RS Means; Labor -De Res 2b 26 854.05Mat.-RS Means; Labor-DB Res 2b 2b 68.60Mat.-RSMeans; Labor-DBRes 2b 2b 15.011Mal.•RS Means; Labor DB Res 2b 2b 273 34,Ma1.•RS Means; Labor•DB Res 2b 2b 12697' 0001 137.21 413.20 0.00, 1,517.20 Mal.-RS Means Labor-DB Res; 26 2b Mal.-RS Means; Labor•DB Res 2b 2.9718 Ea. 0.00 73.951 99.83 26 5,340.281 0.00! 5,340 281Mat: RS Means; Labor•DB Res 2b II I Prepared by Tim Thatcher 8/15/2019 Page 4 A D 0 AA muff!.{ 1, ' Mat Means; LaborDB Res';1d=demo; 2b:build Qty C31 %Ulilbel Description 206 207 Furnishings Plumbing 208 209 21 DailyOutput. Labor I....... 11..1 '. h... U.I t1DUCC hb...l Dare .L.. bw..@wl. i T.I.I Note Ublly YUi�lut'. LCWI fUUIJ'.. UIIII UClt DILL UU t1L UU 11 URIC LCWI ( Ug6b plrWNr IUU11 Note 64.000,22 05 29 10 1930 METAL AWNING 42(LEVIS 5.4 64.000122 05 29101930 (Pipe hanger /support, adjustable clevis type band, carbon steel Q1 (or non•insulated pipe, 8" pipe size, type number 1 per MSS-SP58 3,000'22111329 0238 EXTEND IE[ FROST RESISITANT H0SE BIBB PIPE PENETRATION FOR 22.1 INSTALLATION 211 212 213 214 2 3.000 221113 290238 Pipe, type L, copper, tubing( 1" diameter, press•joint, indudes coupling & clevis hangerassemby 10' OC 8000'221316801060 HOODED VENT CAP 8 000,221316 801060 H00DED VENT CAP 1.000{224139105000 FROST RESISITANT HOSE BIB 1.000 22413910 5000 FaucetslMtings, sillcock, compact brass, I.P.S. or solder to hose f 100 0208 Ea. 508.80 7894 10657' 1,41865, 0.00 1,927.45 1 Plum, 68 0.65 1.FT 2318 40.22 54.30105 88 0.00 23.2 Carp 23 0.13 Ea. 22.1 1 Plum 24 0.4329- Ea 217 8 219 220 221 222 22413910 5000 EXTEND jEj PIPE PENETRATION PIPING TO ACCOMMODATE 22.2 ASSEMBLY 64.00 29.43 39.73 10,90 40.28 54.30 2b Mal: MSC web site; LaborDB 2b 2b 128.98 Mat -RS Means Labor-DB Res 2b 2b 41.32 0.00 105.32 Mat. -estimate; Labor•DB Res ! 2b 2b 34,41 Mat - IRS Means; Labor•DB Re 2b 7000 22413910 5000 FROST RESISITANT HOSE BIBB, EXTEND jEj PIPE 1 Plum' 24 0.4329 PENETRATION FOR INSTALLATION • Faucets/fittings, sillcock, compact brass, I.P.S. or solder to hose 224139105000 FROST RESISTANT HOSE BIB 22,3 1 I 1.000 22413910 5000 FaucelsKBings, sillcock, compact brass, I.P.S. or solder to hose 1 Plum; 24 0.4329 40 D2090 810 4230 RELOCATE jEj HOSE BIB PIPING TO ACCOMMODATE 22.3 40000:D20908104230[Pipe steel, schedule 40, threaded, galvanized, 1" diameter L.F. 22 Heating, Ventilating, and Air ConditioningJHVACL 15.500233113130500 EXTEND jEjROOF VENT TOACCOMMODATE TAPERED ROOF 7.9 INSULATION THICKNESS l 155001233113130500 Metal ductwork, fabricated rectangular, galvanized steel, under 200, Ib., Ind fittings, joints, supports & aiovwfcr a flexible connections field sketches, excludes as -built drawings and insulation 224 225 8.000:233346102830 EXTEND DUCTWORK FOR HOODED VENT CAP 8.000 23 334610 2830 Ductwork, flexible aluminum, noninsulated, 3" diameter, pressure 226 to 12'(WG) UL•181 227 1.00023561850 3100 REINSTALL SALVAGED SOLAR ARRAY 1.000235619503100 Solar heating components, collector panels,air wthaluminum absorber plate, wall or roof mount, flat black, plastic glaang, 4' x 228 10' 229 32.000 23 814610 2140 REATTACH HEAT PUMP AT ORIGINAL LOCATION 32.000 23 814610 2140 Heat pump, water source to air, single package, 2 ton cooling, 19 230 MBH heat @ 75Deg.F, excludes water supply 2 232 233 Electrical 135.680260529202700 METAL AWNING 1/2" DIAMETER THREADED ROD 135.680 26 05 29 20 2700 ;Threaded rod, steel, painted,112" diameter Q10', 23.2 Q9 .8 Q9 23.4 Q5 76,30 26 4022 54.30 164.54' 0.00 240.84 Mat: RS Means; Labor-DB Res 2b 26 10.90 40221 54.30, 23.51 000� 34.41 Ma1.•RS Means' Labor-DB Res 26 235 0.1326 Lb. 400 230.00 2b 702.001 6932.001Ma1.-RS Means; Labor•DB Res 26 7161 73.9 99.77 1,527.93 L 0.052 L.F.` 11.0472.63 98.05 5 4.16 1.7 2.6 5.4 1 Elec 140' 8,000260533180620 REINSTALL CABINET AND SUPPLY CONDUIT IN EXISTING 1 Elec [LOCATION • Pull boxes, steel, type 5C, 36"W x 36' H x 8" D, 234 INEMA 1 235 732 26 05 39 30 3270 REINSTALL CONDUIT (FOR LIGHT FIXTUREI S22 732 26 05 39 30 3270 IPVC conduit, schedule 40,1"diameter, inconcrete slab, Incl 1Elee' 236 terminations, fittings and supports 1.0002609 26100120 LIGHTING CONTROL PANEL, LCPI,TIMECLOCK,7DAY SETTINGS, 26.13 237 UPS 10 FIRS 238 1.000 26 092610 0120 Lighting control relay panel, 16 relay, Oh tlmeclock 239 16 26 5113 551010 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC 16.000265113551010 'Interior LED fixtures, troffer, recess mounted, 4,800lumens 2 x4 replaces three TB lamp, ind lamps, mounting hardware and 240 connections 18.000 26 56 23 10 1500 EXTERIOR PORCH LIGHT FIXTURE, FE3, LED,13 W,1306 LUMENS, 26.13 241 11"X7"X4", LUMINAIRE LED SW00P 610 242 18.000 26 56 23 10 1500 LED fixture, exlerior, wall pack, poly lens, 13 watt, incl lamps 1 Elec 243 18.000265623550100 EXTERIOR STAIRWELL LIGHT FIXTURE,FE4,LED, 4'X6",11W 26.13 18.000 26 56 23 55 0100 Exterior LED fixture, wall mounted, indoorloutdoor, 12 watt incl 1 Elec 244 lamps 1.000 26 56 23 55 0110 EXTERIOR LIGHT FIXTURE, EE1, LED, 43 W, 4000 LUMENS, ATLAS 26.13 245 ALPHA PFM43IED4KSERIES 0.0741 L.F. 0.00 72.63, 9825 00 78.94 106.57 0.00I 1,599 40.79 00: 51.83 2b al.•RS Means; Labor-DB Res 2b 2b Mat •RS Means; Labor-DB Res 2b 2b 40789 00 407.89 MaI:RS Means; Labor•DB Res 2b 8,866.54 0.00 786.94 46.32 2b 8,866.54 Mal: RS Means; Labor•DB Res 2b 26 62.53 628.69' 0.00 1,415.63 Mat: RS Means; Labor•DB Res 26 2 5.2 Ea. 1,904.00 46.32 200 1 Elea 26.12 1 Elec 62.53 2,601.33, 0.00 4,505.33 Mat.•RS Means; Labor•DB Res 2b 0.052' L.F. 636.84 46.32 62.53 2,380,22, 0.00 2b 3,017.06 MaURS Means; Labor•DB Res 2b 5,7772 Ea. 1,800.00 46,32' 62.53 361.26, 5 2.08 Ea.' 3,216.0 26 0.00 4632 62.53 2,081.061 0.00 2,161.26Mat•RSMeans;Labor•DBR 2b 2b 5,297.06 Mat: RS Means; Labor•DB Res 2b 2.6 Ea, 6,30000 463262.53, 2,926.50' 0.00 9,226.50 Mat: RS Means; Labor•DB Res 2b 26 2b 10 1.04 Ea. 4,32000 4632 62.53 1,170.60' 0.00 5,490.60 Mat: RS Means; Labor-DB Res 2b 2b 1.000 26 56 23 55 0110 Exterior LED fixure, wall mounted, indoorloutdoor, 43 wattind 1 Elec 10 1.04 Ea. 535.00 46.32j 62.531 65.031 0.00 246 lamp 600.03 Mai: RS Means; Labor-DB Res 2b Prepared by Tim Thatcher8/15/2019 Page 5 A 8 C D E F G H K L M N 0 2 AA 1 multi.` 1.38I MaL:RSMean Labor 4)BRes ',1d=demo;2b=build 2 Qt I CSI Number Description Crew Daily Output' Labor Hours Unit I Bare Mat, DB RES DB w LB Bare labor Bare Equip. w_ Total Note I 710'25 241 5623550110 EXTERIOR LIGHT FIXTURE, FE1M, LED, 43 W, 4000 LUMENS, ATLAS 26.13 1 ALPHA PFM43LED4K SERIES, MOTION SENSOR 15' H MOUNTING HT, 270 DEG RANGE 2b 248 7.000 pMat: Ezlericr LED fixture, call mounted, indoorlautdocr, 43 watt ind 1 Elec 103,145 � 26 56 23 55 0110 1'lam 1.04 Ea.! 46.32 62 53 455 23II RS Means, Labor DB Res 2b 249 Ekctreonic Safely and Security ) .._.. Y �_ 250 9 i284621503590 REATTACH (E)FIRE ALARM ATORIGINAL LO 1 CATION 10:6 C _ 26 9, uri!2846 251 2150 3590 'Detection system, signal device, beacon, excluding wires 8 1 Elec 8 1.3 Ea. 0 DO conduits 46.32 62.53 13162 0.00 731.62 Mal.-RS Means; Labor•DB Res 2b 252 4 I L 253 30 'G4010 320 1212 conduit ; I LF �. ! 2b 30.000164010 254 3201212 Underground elec5ical dud, 3' dia. Schedule 40 PVC, 2' deep, L.F. 358.50 I include excavate CE, back611, concrete, compact 459.00 $811.50 Mal•R5 Means; labor•DB Res 2b 255 2081TG 26 05 33,49 [IkREATTACH (EISALVAGED REFRIGERANT CHANNEL 107 I 2b 2081TG260533.49[M/ 256 ELECTRICAL • RACEWAY AND BOXES FOR ELECTRICAL I SYSTEMS; WIREMOLD RACEWAY NO.2002 Carp; 0039FT $624.00 29.431 39.73 I 322.29 $94629! The Guide I 2b 251 I 258 i 259 1 260 j j 261 262 263 i ' i I 264 Concrete - 265 2.000,03 1113251800 LIGHTPOLE FOUNDATION, CONCRETE, 2' DIA X 6.5' 26.13 I 26 2.00R31113 266 251800 IC.I.P. concrete forms, column, round fiber tube, recycled paper, 24' diameter,1 use, includes erecting, bracing and stripping C1' 1301 0.3198 L.F 22.70 55,39 74.781i 41.83 0.00, 70 53,Mat •RS Means; Labor-DB Res 26 I 22 13651000 C.I.P..concrete fors, slab an grade, bulkhead witi keyway, wood, 6" high,1 use, includes erecting, bracing, stripping and cleaning C1 510 0.0819 L.F,I 27.72 553g' 74.78 134.73 0.001 162.45 Mat. RS Means; Labor DB Res �_ ._. 2b . _ _.._..._,_ 268 42 03 211160 0400 CONCRETESEARREBAR44,3EAWAY 36 LF 2b 0.014 269 03 211160 0400 Reinforcing steel, in place, elevated slabs, #4Io #7, A615, grade 60, incl labor for accessories, excl material for accessodes 4 Rodm; 2.9 14.3442 Ton I 16.8 69 031 I 91 18.75 0.001 35.59 Mat: RS Means; Labor•DB Res 2b 210 63 103 21 11 60 0502 LIGHTPOLE FOUNDATION, REBAR, 44, 47.1 LF 26.13 26 63 271 103 21 11 60 0502 Reinforcing steel, in place, footings, #4 to #7, A615, grade 60, ind ( labor for accessories, exdmaterial for accessories 4 Rodm 4,200 0.0104 L6 3176 69.03, 93.191 60.99 0.00 98.74 Mal•RS Means; Labor•DB Res 26 272 100 03 211160 0502 LIGHTPOLE FOUNDATION, REBAR, #5, 48 LF 26.13 G 1 i 1 2 100 03 21 11 60 0502 Reinforcing steel, in place, footings, #4 to #7, A615, grade 60, ind 'labor for accessories, exolmale4alfor accessories 4 Rodm 4,200 0.0104 Lb.1 60.081 69.03 93.191 97.04I 0,100 151.121 Mat.•RS Means; Labor 0B Res 2b I 227374 24,8 1033053404160CONCRETE SLAB ON GRADE, REF 3.6 - 1 2b - 24,8 0330 53 40 4760 '!Structural concrete, in place, slab on grade (3500 psi), over 10000 !S.F., 4' thick, Includes concrete (Portland cement Type I(, placing 275land finishing, excludes fors and reinforcing C14F 3,425 0.0273 S F 4514 53.85 72.70 4922, ' 0,251 94,60 Mat RS Means; Labor•DB Res 26 10 0f10 03 3113 35 0350 ISbuctral concrete, ready mix, heavyweight, 4500 psi, includes I local aggregate, sand, Portland cement (Type I) and water, 276 !delivered, excludes all addilwes and treatments I C Y 1,495.00 0.00 0.00 0.00 149000jMat•RS Means, Labor DB Res ; 2b I _ _ _ _ 277 2.000--:265613104600 LIGHT POLE, 6"X6" SQUARE, 25' H 26.13 2b 1 2000126 56 4600 Light s, anchor base, galvanized steel, 20' high, exd concrete 9 P 9 278 bases R31 2.6 9.9996 Ea.i 2,40p 00 13.81 99.72 1,994.41 129.50 4,523.91 Mat.,45 Means; labor-DB Res 2b 2.000126 561310 5600 Plight poles, galvanized steel, bracket arts, 2 arm, excl concrete 279 bases 1 Elec 8 1.3 Ea. 700.00 46.32 62.53! 162.58 0.00 862.58 Mat.RS Means; Labor.08 Res 2b 4000126 15619 600100 EXTERIOR LIGHT FIXTURE, FE2,LED, 118W,POLE MID, BACK TO 26.13 BACK, TYPE IV DISTRIBUTION LUMINAIRES, 2 ARMS, MCGRAW 280 EDISON WON AF1 2b 4,000 26 5619 60 0100 Parking LED Luminaire, round pole mounting, 88 lamp watts en( 1 Elec 25.2 Ea 5,500.001 46.32- 281 pole 62.53! 1,300.67 0.00 6,800.61 Maf.•RS Means Labor•DB Res i 2b 282Earthwork 15 283 - 31 23 16 14 2750 TRENCH AT CONDUIT BETWEEN BUILDINGS, REF TO ELECTRICAL, 32.6 LF 1 ACCOMODATE 12" SEPARATION BETWEEN CONDUIT,18" DEPTH ALL OTHER LOCATIONS, REF TO ELEC, TYP 2b 15.000 284 312316142750 ,Excavating, chain trencher, utility trench, common earth, 40 HP, 112' wide,18" deep, operator riding, indudes backf 11 BM+I 860, 0.021 L.F 0 001 37.15 5015 2031 0.00 20 31 Mat•RS Means; Iabor•DB Res 2b , Prepared by Tim Thatcher8/15/2019 Page 6 A B C D E P G H K L M N 0 2 AA 1 mul1. 1.36 i IMat,RS Means; Labor Res 1d:demo; 2b'buiid 2 taty CSI iium er on ion Crew Daiiy uuiput LaborHours unit Bare 6at, DB RES DB w LB Bare labor I ateEQuip.� To i Roie 130000312316142 I I TRENCH ATCONDUIT BETWEEN BUILDINGS, REF TOELECTRICAL, 32,6 ACCOMODATE 12' SEPARATION BETWEEN CONDUIT, 24" DEPTH AT DRIVEWAYS AND PARKING LOTS, REf TO ELEC,TYP 285 lF 2b 130.00031231614 2800 286 ( Excavating, chain trencher, utility trench, common earth, 40 HP, I B54 800 t12' wide, 24' deep, operator riding, indudes backfdl I 0.031 L F. 0.00 37.15 5015 195.59 0.0019559 Mal: RS Means; Labor•DB Res 2b 287 12.178 '312323130015 BACKFILLforsitelght,12'x24' CY 2b 288 _ 12,778 3123 2313 0015 Backall, light soil by hand, no compaction 1 CIab, 14 0,7423 L.C.Y. ? 0 00, 29.43'1 3913 316 841 0.100 376 84 Mal: AS Means; Labor•DB Res , 2b 289 0.556 31 23 23 13 0015 BACKFILL between bldgs,12"x18" l CY 1 2b 290 0,556 3123 2313 0015Bacbfll, Eght soil, by hand, no compaction 1 Clab 14 0.7423 L.C.Y 000 29.43 39.73I 16.36 0.00 16 'Mal. S Means; Labor-0B Res 1 2b 12.778 3123 2313 0500 291 Backlit and compact, by hand, 6" layers, air rammarlamper, add 89D1 190 0.2743 E,C Y 0.00 41.42 55.92I 195.99 18.91 214.90 Mat••RS Means; Labor•DB Res 2b 0 556 3123 2313 0500 292 Backlit and compact, by hand, 6" layers, air rammerHamper, add B9D 190 0.2743 E.C.Y. 0.00 41.42, 55,92 8.52 0.82 9.34 Mal: RS Means, Labor•DB Res 2b 293 Exterior Improvements I 294 0556 32 11 23 230302 COURSE STONE for sile fighl,12'x24' I CY i I I, 2b 1.667 295 321123 230302 (Base course drainage layers, aggregate base course for roadways B3681 and large paved areas, crushed stone base, compacted, crushed 1 112" stone base, to 6" deep I 5,400 0.0156 S.Y. 2100 53,6E 72.41 1.88 1.45 2433 Mal. RS Means; Labor•DB Res' 2b 295 0.278 :321123230302 COURSE STONE betweenNdgs,12"x18" CY i 2b 0.833 297 321123 23 0302 Base course drainage layers, aggregate base course for roadways B368 and large paved areas, crushed stone base, compacted, crashed 1J, stone base, to 6" deep 5,400 0.0156 S Y 10.501 53.68 72,47 0.94 0.73 1217 Mal: RS Means; Labor-DB Res 2b 240 00032 298 _;112" 121614 0025 'Asphaltic concrete paving, parking lots 8 driveways, 6" stone base, B25C 2" binder course, 2' topping no asphah hauling included 9,000 0.025 S.F., 74160 1 0,0 0.00 324 00 106560 Mat: RS Means; Labor•OB Res i 26 299 40.000 321216141180 REPAIR ASPHALT AT REMOVED COLUMN LOCATIONS 32.7 2b 300 321713191000 SALVAGE IEt WHEEL STOPS 32.8 2b , 15D00�321713191000 301 1 Precastconcrete eteparkingbumpers,weelslopsprecaslconcrete ; B2 6' x 10 x 6.0', includes 2 dowels per each 120 j 0.4329 Ea' 99000 41.42, , 5592 36310i 000 135310IMaI:RSMeansLabor•DBR 2b 302 15000r321723140825 _ RESTRIPINGTOBECOORDINATEDW/OWNER, 9 STALLS 32.9 2b � 15.000132 303 112314 0825 Pavement markings, parking stall, paint, wbRe, small quantities, 4" 2 Pord m8 9g wide 80 0,261 SlaiP 169501� 28.26 38.151 _ 148.79II 0.00318.29 31B 29 Mal•RS Means; Labor-0B Res 2b 304 305 306 307 308 309 310 j 311 I 312 313 314 315 316 T 317 ;- 8 i 320 I ' 321 322 331 332 333 Totals $459,193911 316,822.101 55,356.68 781,313 348.36 349 IInterior Bldg Improvements 37,952,79 5% 350 Exterior Bldg Improvements 725,517.52 93% 351 Exterior Site Improvements 17,903.05 2H, 352 Total Construction Cost 781,373.36 353 ..... 354 355 �. Prepared by Tim Thatcher 8/15/2019 Page 7 PCS Structural Solutions Seattle 1011 Western Avenue, Suite 810 Seattle, WA 98104 206 292.5076 Tacoma 1250 Pacific Avenue, Suite 70 t Tacoma. WA 98402 25.3.383.2797 Portland 101 SW Main Street Suite 280 Portland, OR 97204 503.232.3746 www.pcs-structural.com FILE STRUCTURAL CALCULATIONc-, FOR KING COUNTY HOUSING AUTHORITY PACIFIC COURT 4028 5 146T" 5T LA INASHINGTON 1E5168 PREPARED SY PCS STRUCTURAL 50/.1/ / AUGUST 21, 2011 11 416 REVIEWED FOR CODE COMPLIANCE APPROVED N5 SEP 27 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER CORRECTION LTR* I 1)11-09P3-1 Project: KCHA Job Number: 19496 11 al PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: 1N413 Date: 06/26/19 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 CRITERIA BASIC WEND SPEED (V) = 110 MPH RISK CATEGORY: it EXPOSURE CATEGORY: TOPOGRAPHIC FACTOR (K.,,):1 1.00 MEAN ROOF HEIGHT: 20 ET ROOF SLOPE (_:12): 0.50:12 0 (degrees): 2.39 • • 4 " • I.401T3--3H5100 It9 tir V I (Per ASCE 7-10 Sec, 26.5.1, Fig. 26.5-IA; 1B & IC, or as required by BId'g Dept.) (Per ASCE 7-10 Table 1.5-1 & IBC Table 1604.5) (Per ACSE 7-10 Section 26.7.3) (Per ASCE 7-10 Section 26.8.2) (See ASCE 7-10 Section 26.2 - Definitions) (Enter vertical rise in 12 horizontal units) ' n Criteria - I8C20 evis 2/13.1716.;4 Nir PCS Design Criteria - IBC 2015 11-26-18 Update (7).xls(Overall (Input)) Pr eet: KCHA Job Number: 19496 •3 PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMB Date: 06/26/19 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 110 MPH RISK CATEGORY: 11 EXPOSURE CATEGORY: TOPOGRAPHIC FACTOR (Ict): 1.00 MEAN ROOF HEIGHT: 20 FT ROOF SLOPE (___:12): 0.5:12 9 (degrees): 2.39 ASCE 7-10 CHAPTER 28.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW RISE BUILD/NGS W/ H<60 FT ASCE 7-10 FIG. 28.6-1 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES - METHOD 2 HORIZONTAL PRESSURES ZONE: A 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 6 H Eon Go,i CASE 1: -23.10 -13.10 -16,00 -10.10 -32,30 -25.30 CASE 2: N/A N/A N/A N/A N/A N/A ASCE 7-10 CH 30 PART 2: LOW RISE BUILDINGS (SIMPLIFIED) W/ H<60 FT ASCE 7-10 FIGURE 30.5-1 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES - METHOD 1 ROOF SURFACES Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ZONE 1 2 3 1 2 10 SF 16.0 16.0 16.0 -21.8 -36.5 S. -55.Q...... 20 SF 16.0 16.0 16.0 -21.2 -32.6 -4 .5 50 SF 16.0 16.0 , 16.0 -20,5 -27.5 -3 1 100 SF 16.0 16.0 16.0 -19.9 -23,6 -23. , WALL SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ROOF OVERHANGS ZONE 4 5 4.3 10 SF 21.8 21.8 -2 .6 -29.1 -31 .4 ------'•---516 20 SF 20.8 . -22.6 -27.2 -30.8 -40.5 50 SF 19,5 19.5 -21,3 -24.6 -30.1 -25.9 100 SF 18.5 18.5 -20.4 -22.6 -29.5 -16.0 500 SF 16.2 16,2 -18,1 -18.1 NA NA ASCE 7-10 SECTION 28.6.4 & SECTION 30.2.2 - MINIMUM PRESSURES MAIN WIND FORCE RESISTING SYSTEM - MINIMUM PRESSURES (ENVELOPE PROCEDURE) ASCE 7-10 28.6.4 Thc load effects of the design wind pressures from ASCE 7-10 Section 28.63 shall not be less than the minimum load defined by assuming the pressures, p„ for Zones A and C equal to 1-16,0 psf, Zones B and D equal to +8 psf, while assuming Zones E, F, G, and H all equal to 0 psf. COMPONENTS AND CLADDING- MINIMUM PRESSURES ASCE 7-10 30.2.2 The design wind pressure for components and cladding of buildings shall no,, be less than a net pressure of 16 psf acting in either direction normal ot the surface. rt s r Design Criteria - IBC2015 - Revised 02/04/16 PCS Design Criteria - IBC 2015 11-26-18 Update (7).xls(Wirld) Project: KCHA Job Number: 194196 •Z PCS Structural Solutions Sheet: Originating Office: Tacoma of Name: JMB Date: 06/26/19 DESIGN CRITERIA - WIND FIGURE 30.5-1, ASCE 7-ID 3rd Printing Components and Claddhrg — Method t d Prssur E9c10sQ4 RLUd1n Walls & Roofs FEatRoof Hip Roof (7° < 0 27°) rrtsrlor Zones - row, woo- art Notes: 1. Prima PCP Jliowo are applied normal to the surfan, for ellp0M.I4 Ps.a h-30 ft (9. ln3:.. Adjust to other oiniditioos using &turmoil 30..5- L 2_ Pius and minus 'isms signify presentees acting inward and away F1,7111 the surfnoes.. retspetively, 3_ For hip roofs with t) 25". Z.C41 0 3 shell he tressed ae Zone 2. 4. Por effective wind areas between those given_ value may b< interpolated, otherwise ,..age the value ..msocia tad with tbo lower effective wind 11E1 . 5. Notation: or 1.0 percent of least dimension or (.1.41i_ whichever 'is/mallet_ but not kw than either 4'1; of least horizontal ditnecarion or 3 ft (0,9 mi. Is: Mean roof beiglit, in feet trneterei. except that ea Y1 height shell te need for eaolangles --' a: Angle of plane of roof from horizontal, in degtees. Design Criteria -18C2015 -Revised 02/04/16 PCS Design Criteria - IBC 2015 11-26-18 Update (7)./t15(Wind C&C) Project: Job No. Subject: Sheet Name: IJU6 Structural Solutions Originating Office: rA P44.."4—• Seattle Tacoma Portland Date: e /2,0 / I r r 4- 55 Cre4)—t,r 0._ W IP = 7i.g frF cf. Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tei: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 tei: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tei: 503.232.3746 www,pcs-structural.com Project: RMr~'t Job No• l r-4 9 Sheet Name. Structural Solutions Originating Office: ❑ Seattle [ Tacoma Portland Date' 6 fi Q It r= 0.6k ,e<S' Subject: 1 2 7 fe KD 7-t4, ,--g 1 C. re.-Lit-4'K1a.? L. (ScrV i c 2) 64- 3 S'e.e_ a. ere.- Lt, y r"-A ( `4 .) -I J.c : f s C,>K gsi- it, re Q O wn Cif A.. A,t L . . a -r 7-0 / 4-i2-5,t. -5 !1, ur /,'�I - m4 awe.4 (t_ ��-) k3 s CJ, i ' .76 I F eX4-- (2J k (-&, ll'/'h c tiL 4...r�- -� l 5 c.gc.., K l24 w /. 4 = 1t4 3 11, Tc_&f,.,, > 06_ (2) 505 w/ 2.5 e-PV• 1 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Column Lic. # : KW-06002327 Description Parapet Brace Code References Printed: 20 JUN 2019, 1:17PM Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General information File = G:12019 Jobs119496 KCHA Pacific Court\Celcs119496 calcs jmb.ec6 Software cop rlgtti ENERCALC, INC. 1983-2018, Build:10.18.10.31 Licensee : PCS STRUCTURAL SOLUTIONS Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non -slender calculations ) Wood Species Wood Grade Fb + Fb - 900.0 psi Fc - Pr!' 1,350.0 psi Fc - Perp 625.0 psi E : Modulus of Elasticity .. Basic Minimum Applied Loads Douglas Fir - Larch No.2 900.0 psi Fv Ft Density x-x Bending 1,600.0 580.0 4.250 ft 180.0 psi 575.0 psi 31.210 pcf y-y Bending 1,600.0 580.0 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 2x4 Graded Lumber Sawn Cf or Cv for Tension 1.50 Cm : Wet Use Factor 1.0 Ct : Temperature Factor 1.0 Cfu : Flat Use Factor 1.0 Axial Kf : Built-up columns 1,0 NDS 15..32 1,600.0 ksi 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. Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly 1.50 in Allow Stress Modification Factors 3.50 in Cf or Cv for Bending 1.50 5.250 inA2 Cf or Cv for Compression 1.150 5.359 inA4 0.9844 inA4 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 0.1974 :1 +D+0.60W+H Comp Only, fc/Fc' 0.0 ft 0.4116k 0.0 k-ft 0.0 k-ft 397.294 psi 0.005935 :1 +D+0.60W+H 4.250 ft 1.709 psi 288.0 psi Load Combination CD C P +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0,70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 0.900 1.000 1.250 1.150 1.250 1.150 1.600 1.600 1.600 1.600 1.600 1.600 0.274 0.249 0.202 0.219 0.202 0.219 0.160 0.160 0.160 0.160 0.160 0.160 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 far load combination : W Only Other Factors used to calculate allowable stresses .. . Bending Compression Tension Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.002402 0.002382 0.002347 0.002359 D.002347 0.002359 0.1974 0.002319 0.1486 0.1486 0.002319 0.1964 PASS PAS S PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft Maximum Shear Ratios Stress Ratio Status Location 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 PASS 4.250 ft 0.0 0.0 0.0 0.005935 0.0 0.004451 0.004451 0.0 0.005935 PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft PASS 4.250 ft Project Title: Engineer: Project ID: Project Descr: 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 Printed: 20 JUN 2019, 1:17PM File = GA2019 Job09496 KCHA Pacific CourCalcs119496 calcs Jrnb.ec6 . Software copyrisht ENERCALC, INC. 19834018, Build:10.18.10.31 . Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Licensee : PCS STRUCTURAL SOLUTIONS Maximum Shear Ratios Stress Ratio Status Location 0.001391 PASS 0.0 ft 0.0 PASS 4.250 ft Note: Only non -zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My - End Moments k-ft Mx - End Moments @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top CD Cr.) 1.600 0.160 +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0,750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only • S Only W Only E Only H Only -0.006 0.006 -0.004 0.004 -0.004 0.004 -0.006 0.006 -0.010 0.010 Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance 0.005 0.005 0.005 0.005 0.005 0.005 0.412 0.005 0.310 0.310 0.005 0.410 0.003 0.005 0.678 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 +0+0.750L+0.7505+H 0.0000 in +D+0.60W+H -0.0326 in +D+0.70E+H 0.0000 in +0+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 +0.60D+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 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Column Lic. # : KW-06002327 Description: Sketches Parapet Brace 0 1.50 in +X Load 1 Printed: 20 JUN 2019, 1:1 7PM File = G:\2019 Jobs119498 KCHA Pacific Cou rt\ Calm\ 19496 calcsjmb.ec8 Software cop n. hi ENERCALC. INC. 1983-2018, 8tuid:10.18.10.31 Licensee : PCS STRUCTURAL. SOLUTIONS $71, Project Title: Engineer: Project ID: Project Descr: Load Combination Segment Length Title Block Line 6 Wood Beam Lic. # : KW-0600232T 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 Printed: 20 JUN 2019, 1:41PM File = GA2019 Jobs119496 KCHA Pacific Court\Calcs119496 calcs jmb.ec6 . are copyn. t ENERCALC. INC. 1983.2018, Build;10.18.10,31 PCS STRUCTURAL SOLUTIONS Fb + Fb Fc Douglas Fir - Larch Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling W(C 68) No.2 900.0 psi 900.0 psi - Prll 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E: Modulus of Elastici Ebend- xx Eminbend - xx Density 550X2.50 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 ,600.0ksi 580.0 ksi 31.210pcf Service loads entered. Load Factors will be applied for calculations. 0.285 1 5.50 X 2.50 427.29psi = 1,497.60psi +D+0.60W+H 1.000tt Span # 1 0.018 in 0.000 in 0.011 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span # M V Cd CFN Ci Cr 1326 >=360 0 <360 221 1 >=240 0 <240 nOK 0,097 : 1 5.50 X 2.50 22.25 psi 230.40 psi +tD+0.60W+H 0.000 ft Span # 1 C t CL Moment Values Shear Values fb F'b V fv F'v +0+H Length = 2.0 ft +D+L+H Length = 2.0 ft +D+Lr+H Length = 2.0 ft +D+S+H Length = 2.0 ft +D+0.750Lr+0.750L+H Length = 2.0 ft +D+0.750L+0.750S+H Length =2.0ft 1 1 1 1 0.90 1.300 1.300 1.00 1.300 1.300 1.25 1.300 1.300 1.15 1.300 1.300 1.25 1.300 1.300 1.15 1.300 0.80 0.80 0,80 0,80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 842.40 0.00 936.00 0.00 1170.00 0.00 1076.40 0.00 1170.00 0.00 1076.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 129.60 0.00 144.00 0.00 180.00 0.00 165.60 0.00 180.00 0.00 165.60 Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Wood Beam Lic. #: KW-06002327 Description Sleepers Printed; 20 JUN 2019, 1:41PM Fi{= a \2019 Jobs119496 KCHA Pacific Court1Calcs\19496 calcsjmb.ec6 . Software cpyiht ENERCALC, INC. 1983-2018, Build:10.18.10.31 . Licensee PCS STRUCTURAL SOLUTIONS Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d CFA! Ci Cr Cm C t C L Mtb F'b V iv F'y +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 tt 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 Load Combination Span Max. `'-" Dell Location in Span Load Combination Max. "+" Dell Location in Span W Only 1 0.0181 1.000 0.0000 0.000 Vertical Reactions Load Combination Overall MAXimum Overall MlNimum +D+H +D+L+H +1)+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+0.750U+0.750L+0.450W+H +0+0.750L+0,750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Support notation Far left is #1 Values in KIPS Support 1 Support2 0.340 0.340 0.340 0.340 0.204 0.204 0.153 0.153 0.153 0.153 0.204 0.204 0.340 0.340 Project: Subject: Structural Solutions Originating Office: F- r pry 0.3.35 Af kui YV[ = 2.-C 4, U x 1. 67-r Seattle 0. 9 x 1,5 Mils 8 rac4. Sheet Job No' l " 9(4 Name: - .CA Tacoma n Portland Date. 7/9 /i CLz. 4. k 5 75 41, - 4-- O& • L m �J l,� f� c...tvL e >�.- �t s Lej t-u b�� = (.S " ?. z5 L. 4...1 3>141A_<; • (.ts -c... L- 2271 in A& !J !r Co4n.1r tt 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-structurat.corn Project: _ Job No• l 9 -'1 9 6 Subject: f µ riA ✓ 2 Sheet Name -a Originating Office: ❑ Seattle Tacoma E Portland Date• 7"f i /i 4 w4-(4 ``)c , S= i:cos o . k t { i i (e tr'. 0. t5 rR. = 22.5 1 - r ©G.. v. 6 x 24. 4 ly = t4 IL (2) 505 4� `t N.-4{- (2) 5t7.5 Je Ik D. ‘4_ Ca f CfVa4+� Seattle Tacoma Portland 1011 Western Avenue, Suite 810 - Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel. 503.232.3746 www.pcs-structural.com Project: KeitA Subject: 10 „ELgeltas,,L, Job No 1 9 Name. -M1-4.13 Structural SolutionsOriginating Office: CAct_ : 6 ex.c...c. (A_ ote t 0." iv • •-•A__ • „ ; rA.." 14a...it_ ^ 2_ Yr CLL4Je) 7-51 54_4- EKA Seattle Tacoma fl Portland Date: 67/ 2'4) /I, 2_00 e c_. (i7F Z-vdcfccwwt-) 2.-Ko 'Mt Ar;tAi Lfirb T1-1- (C2-4-P-C4-Ja 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-str uctural.com Project: XCHA Job No: 19'4t 9k Subject: (e) •g Fam, �r f Sheet Name- —3.741.44 Structural Solutions Originating Office: a Seattle j 'Tacoma ❑ Portland Date —6f 2.01r 9 1- Bno_ (-. f �n' 'A [.1.0(I 0 vt � E) T41 5 Q7 l�v GAL sc 2-6 Or) I v= , cLoAs rpt1� ,‹ 2 r 1.-"(o I. C5.c..v,c,- (�1L( 16 (4'© c7-r O.6w D -f 0.7-6* (o. 4 t,t = (LASS - 1 Vt, t II( 0 93, K ,e. _ rx = 2-0 7- iv; S (Cosrie *l (Lt a S' S in • r tttl S�% � � t $ VI% tl�i/t r A • / c 0 it, -PP (0+s) «-1 =, /VI l if5 4Z - 4. _ ..._ •LTTs� c.wcr� 4 5 /. Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pes-structural.com Project Title: Engineer: Project ID: Project Descr: Load Combination Segment Length Title Block Line 6 Wood Beam Lic. #: KW-0600232.7 Description : (E) Framing - Case - Perimeter Joist CODE REFERENCES Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7- 0 Load Combination Set IBC 2015 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing : No,2 Printed: 20 JUN 2019, 2:34PM Ale = G:12019 Jobs119491t KCHA Pacific Court \Calcs119496 cafes jrnb.ec6 oftware coynghENEACA1C. INC. 1983-2018, Build:10.18.10.31 . Licensee PCS STRUCTURAL SOLUTIONS Fb + Fb - Fc •PrIl Douglas Fir - Larch Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E: Modulus of Elasticity Ebend- xx 1600 ksi Eminbend - xx 580 ksi Density 31.21pcf VVIO 121_ D(0 03),2-5(0 05) 3.0 X 9.250 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 Section used for this span fb : Actual FB : Allowable Service loads entered. Load Factors will be applied for calculations. 0.871: 1 3.0 X 9.250 1,380,25psi 1,584.00psi Load Combination +D+0.750L+0.750S+0.450W+H Location of maximum on span = 9.000ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upwaki Total Deflection Maximum Shear Stress Ratio Section used for this span fv; Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.901 in Ratio = 0.000 in Ratio -- 0.912 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span # M V C d C F/V C C 236 >=180 0<180 3.0 X 9.250 54.36 psi 288.00 psi D+0.7 0L+0.750S+0.450W+H 17.277 ft Span # 1 +D+H Length = 18.0 ft 1 0.382 0.083 +D+L+H Length = 18.0 ft 1 0.344 0.075 +D+Lr+H Length = 18.0 ft 1 0.275 0.060 +D+S+H Length = 16.0 ft 1 0.798 0.173 +D+0.7501J+0.750L+H Length = 18.0 ft 1 0.275 0.060 +D+0.750L+0.750S+H 0.90 1.100 1.100 1.00 1.100 1.100 1.25 1.100 1.100 1.15 1,100 1,100 1.25 1.100 1.100 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Cm 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1 00 Moment Values Shear Values F'b V fv F'v 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.e0 1.22 340. 1.22 340.80 3.24 908.81 1,22 340.80 0.00 891.00 0.00 990.00 0.00 1237.50 0.00 1138.50 0.00 1237.50 0.00 0.00 0.25 0.00 0.25 0.00 0.25 0.00 0.66 0.00 0.25 0.00 0.00 13.42 0.00 13.42 0.00 13.42 0.00 35.79 0.00 13.42 0.00 0.00 162.00 0.00 180.00 0.00 225.00 0,00 207.00 0.00 225,00 0.00 Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 {Wood Beam # : KW-06002327 Licensee PCS PCS STRUCTURAL SO UTIONS Printed: 20 JUN 2019, 2:34PM Description (E) Framing - Case 1 • Perimeter Joist Load Combination Max Stress Ratios File = G:12019 Jobs\19498 KCHA Pacific Court\Calcs119496 calcs jmb.ec6 . Software,,ENERCALC, INC. 19E312018, Build:10.16.10, Moment Values Shear Values Segment Length Span # M V Cd C FN C Cr Cm C t C L M fb F'b V fv F'v 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 +D+0,60W+H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 OM 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 +D+0.70E+H 1,100 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 18,011 1 0215 0.047 1.60 1.100 1.00 1,00 1,00 1.00 1.00 1.22 340.83 1584.00 0.25 13,42 286.00 +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 3.40 954.3 1584.00 0.70 37,58 288,00 +D+0,750L+0.750S+0.450VV+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 = 18.0 ft 1 0,129 0.028 1.6Q 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. "-" Dell Location in Span Load Combination Max. "+” Dell Location in Span +D+0.750L+0,750S+0,450VV+H 1 0.9118 9,066 0,0000 0,000 Vertical Reactions Support notation : Far left is ft1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +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 +0+0.750Lr+0.750L+0.450W+H +0+0.750L+0.750S+0.450W+H +D+0,750L+0.750S+0.5250E+H +0.500+0.60W+0.60H +0,60D+0,70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 1.094 1.080 0.270 0.270 0.270 0.720 0.270 0.608 0.918 0.270 0.756 1.094 0.608 0.810 0.162 0.270 1.094 1.080 0.270 0.270 0.270 0.720 0.270 0.608 0.918 0.270 0.756 1.094 0.608 0.810 0.162 0.270 0.450 0.450 1.080 1.080 Project Title: Engineer Project ID: Project Descr: Title Block Line 6 General Beam Analysis Lic. #: KW-06002327 Description (E) Framing - Case 2 Mo General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Lengt = Th c 0 t41 Applied Loads Printed: 20 JUN 2019, 4:21PM nt Compari n 12.0 ft W(O 24) Area = o(o 03)S(0 05) Span = 12 0 ft File = G:1201 Job 496 KCHA Pacific CourtICalcs119496 calcs jrnb.ec6 Software ENERCALC, INC. 1 , Build:10.16.10.31 Licensee : PCS STRUCTURAL SOLUTIONS 10.0 inA2 Moment of Inertia = 100.0 inA4 Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, S = 0.0250 ksf, Tributary Width = 2.0 ft Point Load : W = 0.240 k 4,250 ft DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 15 1,1 04 NIEMBER-.:4 1.455 k-ft I-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 toVi PAILAPF._-7- 1,14 2,34 354 4,74 5,94 7,14 034 A 9,54 0.480 k +D+S+H Span # 1 0.000 ft 10,74 11.,4 Distance (ft) +D+5+hl 1 +60,601V+11 1 +D+5,75614,7565+6.4S0W+11 Project: K44 JobNo 19-11,4, Structural Solutions Subject: AiN Pt I .4.41 Sheet Originating Office: Seattle 4 Tacoma (3.50 1 Name: MAZ Portland Date: Gil/ P/7 5TU t2 .9 ar;LL0,9). 54 (Li; IC 2-64)c q.D5 .7 0. 3 .00 MLJl lez—a 5 e ..4.4(4-4L-- b- L Seattle Tacoma Portland 1011 Westem 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 • te: 503.232.3746 www.pcs-structural.com Project: ._,SMA Job No. ( 51"—gf 941. Subject: Sheet Name. WO Originating Office: J Seattle Tacoma land Date: it .7 P446-4144AA40%-- Elb A •t 14 o 01-1" I S L2) 5'05 4914. tit/too...AAA— e le rt., Air IA 6 .r ip) 4.AJV 0vg ), 3 lx 1.5 - or Ig 1 ( ) (2._t 4 1,e - 193,4 14 4-, Fbawsf I tra. r 1 -' Tk 50 5 Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97209 • tel: 503.232.3746 www.pcs-structuraLcom Project: K•di4 Subject: 41)11;e4-1 jobNo Sheet Name' --7144€5 Structural Solutions Originating Office: Seattle Qj Tacoma fl Portland Date • fit 7 C.* n. et . k/i t I io K o V c. 23 5 h V 2.(t(4 6.0 sos do Seattle Tacoma Portland 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2C19 City of Tukwila BUILDING;DIVISION RECEIVED CITY OF TUKWILA AUG 3 0 201 PERMIT CENTER CORRECTION LTR# EVERGUARD DI°I- bi)-1)1 Table of Contents WELCOME Contacts and Website Pro Field Guide Contents SECTION 1: WORK PRACTICES Safety Precautions Material Handling Equipment You May Need Weather Considerations 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 7 7-8 10 10 11 11 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° Freedom"' 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 fIvaloy - Fleece -Back Membrane EverGuard° PVC XK 60 mil 21 EverGuard° PVC XK 80 mil 21 1 Table of Contents EverGuard® & EverGuard Extreme® TPO Roofing Accessories Corner Curb Wrap T Joint Cover Patch Scupper Pourable Sealer Pocket Fluted Corner Universal Corner Inside Corner Square Tube Wrap Preformed Vent Boot Preformed Split Pipe Boot EverGuard® TPO Heat -Weldable Cover Tape EverGuard® TPO Double -Sided and Strip -In Tapes EverGuard® Vent UN-55 Detailing Membrane EverGuard Extreme® TPO 45 mil Utility Flashing Strip Expansion Joint EverGuard® TPO Yellow Safety Tape EverGuard® TPO 6" (152 mm) Cover Tape RTA (Roof Transition Anchor) Strip TPO 45 Utility Flashing Strip Coated Metal Sheet Walkway Roll TPO Drain Coated 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 DriII-TecTM Insulation Plates & Fasteners Drill -Teem 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-TecTM PLates, Fasteners & RhinoBond® Drill -Teem RhinoBond® Fasteners 52 Drill -Teem Fastening Tools 52 Specialty Deck Drill-TecTM Fasteners & Plates Drill-TecTM LD Fastener 53 Drill -Teem Polymer GypTec® Fastener 53 Drill -Teem Locking Impact Nails 53 • Drill -Teem Base Sheet Fastener 53 EnergyGuardTM & EnergyGuardTM NH Polyiso Insulation Flat Stock Physical Characteristics 4' x 4' (1.2 m x 1.2 m) 54-55 Flat Stock Physical Characteristics 4' x 8' (1.2 m x 2.4 m) 56-57 Tapered Physical Characteristics and Shipping Information 58 Recycled Content Chart 58-59 EnergyGuardTM HD & HD Plus Polyiso Insulation Flat Stock Physical Characteristics 4' x 4' (1.2 m x 1.2 m 60 Flat Stock Physical Characteristics 4' x 8' (1.2 m x 2.4 m) 60 Insulation Fastening Patterns 2' x 4' 610 mm x 1.2 m) Boards 61-63 Insulation Fastening Patterns 4' x 4' 1.2 m x 1.2 m) Boards 64-71 Insulation Fastening Patterns 4' x 8' 1.2 m x 2.4 m) Boards 72-77 SECTION 3: SPECIFICATION TABLES & GUIDELINES EverGuard® Mechanically Attached Roofing Systems TPO Specification Tables New or Tear -off 79 Re-cover 80 PVC Specification Tables New or Tear -off 81 Re-cover 82 Insulation Attachment Table 83-84 3 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® Freedom'M Self -Adhered Roofing Systems TPO Specification Tables New or Tear -off 123 Re-cover 124 Insulation Attachment Table 125-126 TPO Specification Plate - Heat -Welded 127 TPO Specification Plate - RapidSeamTM 128 SECTION 4: INSTALLATION Installation Tips 130 Surface Preparation 130 Adhesion Testing Guidelines 131-133 Thermoplastic Membrane Seam Cleaning Guidelines 134-135 Heat -Welding Thermoplastic Membrane Guidelines 136-140 Test Welding Guidelines 141-142 Seam Probing Guidelines 143-144 4 84 85-87 88 89 90 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-TecT" RhinoBond® Assembly Purlin Detail 156 101A Roof Membrane Layout Detail 157 1016 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 2026 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 3278 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 5 500 Series - Roof Penetration Details 503A Termination at R.T.U. with Welded Lap Detail 198 503B Termination at Existing R.T.U. with Counterflashing Detail 199 505 Roof Hatch Detail 200 506A Premolded Vent Boot Flashing Detail 201 507 Field -Wrapped Penetration Flashing Detail 202 508 High Temperature Stack Flashing Detail 203 509 Coated Metal Sealant Box Penetration Flashing 204 511 Exposed Wood Equipment 205 512 Concealed Wood Equipment Support Detail 206 513 Drain - Standard Roof Drain Flashing Detail 207 514 Drain - EverGuard® TPO Coated Dram Detail 208 515 Drain - EverGuard® Hercules Coated Drain Detail 209 516 Drain - EverGuard® Coated SpeedTiteTm Metal Drain Detail 210 518 Drain - Severe Sump Target 211 519 Drain - Drain Pre -Target 212 520 Drain - Post Target 213 524 Split Pipe Boot Detail 214 525 Pourable Sealer Pocket Detail 215 527 Square Tube Wrap Detail 216 600 Series - Special Construction Details 601A Steep -Slope Tie -In Detail 217 603 Paver Walkway Installation Detail 218 604 Heat -Welded Walkway Installation 219 605 Adhered Looped Lightning Suppression Mounting 220 607 Wall Mounted Lightning Suppression System 221 608 Satellite Dish Mounting 222 SECTION 6: GLOSSARY Glossary 6 224-225 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 Section 1: Work Practices 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 EQUIPMENT YOU MAY NEED Tools and equipment needed to install a TPO/PVC roofing system may include... • Brooms (soft & stiff) • Chalk line • Drill bits (carbide, steel) • Electric drill • Eye protection • First -aid kit • Gloves • Gravel -moving equipment • Gravel pusher • Grounded extension cords • Hammer • Hammer drill • Hand-held heat gun • Ladder • Measuring tape • Metal crimpers • Notched squeegee • Pliers • Portable generator • Pull-out tester • Rags • Reciprocal saw • Rivet gun • Robotic welder • Rope • Rubber mallet • Scissors • Screw gun • Screwdriver set • Seam probe • Shovel • Snips • Squeeze bottle • Temporary ballast (planks, tires) • T-square • Utility knife • Vise -grip pliers • Weighted roller • Wire brush • Wood saw • Writing/marking instrument WEATHER CONSIDERATIONS Wet roofing materials may... • Reduce insulation value. • Degrade. • Create slippery conditions. • Increase chances of electrical shocks. Stormy weather... • May include lightning that could strike cranes and ladders. • Requires limiting the roof area being installed prior to the onset of bad weather. • Requires temporary tie -offs. • Requires stored materials to be properly covered and protected for the conditions experienced. Cold weather... • Stiffens roof membranes. • Reduces workability of asphalt, adhesives and sealants. Hot weather... • Rapidly cures adhesives, caulking and sealants. Windy weather... • Creates difficulty in materials handling. • Blows dirt and debris under the roof membrane, onto exposed adhesives and offroof. Cloudy and windy weather and temperature... • Can affect the setting of the automatic welding equipment. 1 1 Section 2: Product Data Sheets EVERGUARD EXTREME® TPO 50 MIL SMOOTH MEMBRANE Safet Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors. White, Tan, Gray, Energy Tan, Energy Gray Full`RaII` Size' 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 8'x100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) FuII°Roll Weight 271 lbs. (123 kg) 217 lbs. (98.4 kg) alf`Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 4'x100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 136 lbs. (61.7 kg) 108 lbs. (49 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME. TPO 50 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. ull' Rohn Full Roll Weight alf Roil: +ze uE# White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 8' x 100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) 322 lbs. (146 kg) 257.6 lbs. (117 kg) 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 4' x 100' (1.21 x 30.5 m) (400 sq. ft. [37.1 sq. m]) 162 lbs. (73.5 kg) 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. tSafety Warning'-'! Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 70 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) FullRoll eight.. 373 lbs. (163 kg) 5'x100' (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. 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. 13 EVERGUARD EXTREME® TPO 80 MIL SMOOTH MEMBRANE ISafety Warning, 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]) Full Roll eight 420 lbs. (191 kg) Half Roll Size 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight.. 210 lbs. (95 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 50 MIL FLEECE -BACK MEMBRANE arcing 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]) Fci)lRoll. Weight 350 lbs. (159 kg) HRoll. Size . . 5' x 100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll Weight r; 180 lbs. (82 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 60 MIL FLEECE -BACK MEMBRANE iSafety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 'Colors White, Tan, Gray, Energy Tan, Energy Gray Full Roll 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq, m]) - II Roll Weight 346 lbs. (157 kg) Half Roll Size 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) Half Roll eight 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. Membrane rolls are heavy. Position and install by at least two people. 14 EVERGUARD EXTREME® TPO 70 MIL FLEECE -BACK MEMBRANE iSafety Warning. Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. ml) ull Roll Weight 450 lbs. (204 kg) Half Roll Size 5' x 100' (1.52 x 30.5 m) (500 sq. ft. (46.5 sq. m]) Half Roll Weight 225 lbs. (102 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD EXTREME® TPO 80 MIL FLEECE -BACK MEMBRANE Safety, Warri 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 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq. m]) Full Roll Half Ro eight Size 230 lbs. (104 kg) 5' x 50' (1.52 x 15.24 m) (250 sq. ft. [23.23 sq. m]) Half Rol Weight 116 lbs. (53 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® TPO 45 MIL SMOOTH MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Storage Safety Warning Colors White, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 8'x100' (2.44 x 30.5 m) (800 sq. ft. [74.3 sq. m]) Full Roll eightyy 256 lbs. (116 kg) 204 lbs. (93 kg) Half Roll Size 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 4' x 100' (1.21 x 30.5 m) (400 sq. ft, [37.1 sq. mj) Half Rol Weight 128 lbs. (58 kg) 102.4 lbs. (46 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. 15 EVERGUARD® TPO 60 MIL SMOOTH MEMBRANE Roll size Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. hite, Tan, Gray, Energy Tan, Energy Gray Full Roll Size.',' 10' x 100' (3.05 x 30.5 m (1,000 sq. ft. [92.9 sq. m]) 322 lbs. (146 kg) Half Roll Half Roll Size Weight 5'x100' (1.52 x 30.5 m) (500 sq. ft. [46.5 sq. m]) 162 lbs. (73.5 kg) 8'x100' 2.44 x 30.5 m) (800 sq. ft. [74.3 sq. mj) 257 lbs. (117 kg) 4'x100' (1.21x30.5m) (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. Store rolls on their sides on pallets or shelving in a dry area. embrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 80 MIL SMOOTH MEMBRANE /00 Storage. fety Warning `. Note: Product sizes, dimensions, and widths are nominal values and are subject to normal anufacturing/packaging tolerance and variation. hite, Tan, Gray, Energy Tan, Energy Gray 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m 420 lbs. (191 kg) Half Roll Half Roll Size Weight 5'x100' (1.52x30.5m) (500 sq. ft. [46.5 sq. m]) 210 lbs. (95 kg) e: Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on their sides on pallets or shelving in a dry area. embrane rolls are heavy. Position and install by at least two people. EVERGUARD® TPO 45 MIL FLEECE -BACK MEMBRANE voa Storage i�,riiiaWwrsir! fety Warning, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal anufacturing/packaging tolerance and variation. White, Tan, Gray, Energy n, Energy Gra 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq. m]) 270 lbs. (122 kg) HalfRolf'..' Size. 5'x100' (1.52 x 30.5 m) (500 sq. ft. 46.5 sq. m Half Roll. Weight 144 lbs. (65 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. brane rolls are heavy. Position and install by at least two people. 16 EVERGUARD6 TPO 60 MIL FLEECE -BACK MEMBRANE Roll size Storage "Y) Safety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal anufacturing/packaging tolerance and variation. hite, Tan, Gray, Energy Tan, Energy Gray Full Roll : Full Roll ' Half Roll r" 'Half Rol Size Weight Size Weight 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. 92.9 sq. ml) 344 lbs. (156 kg) 5' x 100' .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 -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® 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. White, Tan, Gray, Energy Tan, Energy Gray 10' x 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq. m]) 238 lb (108 kg) 5'x50' (1.52 x 15.24 m) (250 sq. ft. [23.23 sq. m]) Half Roll; Weight 112 lbs. (51 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® 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 Cafors RoIf5ize< White, Tan, Gray, Energy Tan, Energy Gray FuliRoll Size Ful Roll Weight 60 80 Half Roll Size 5' x 50' (152mx152m) Half Ell Roll Weight 60 80 10' x 50' (3.0Sx 15.24 m) 150 Ib. (68 kg) 190 fb. (862 kg) 230 Ib. (104.3 kg) 74Ib. (33.6kg) 101 Ib. (45.81 kg) 120 lb. (5443 kg) 10' x 100' (3.05 x 30.5 m) 301 Ib. (1365 kg) 365 Ib. (165.6 kg) 450 lb 5' x 100' (1.52 m x305 m) 148Ib. (67.134Tg) 192 Ib. (87.1 kg) 230 lb. (104.3 kg) Note: Membrane rolls shipped horizontally on pallets. 5`torage 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. i Safety . Membrane rolls are heavy. Position and install by at least two people. Warning? 17 EVERGUARD® TPO WITH RAPIDSEAMTM TECHNOLOGY Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation Colors`; 45 mil White 60 mil White, Tan, Gray Roll Size 5"x50' (1.52m x 15.2m) Weight (nominal) 74 Ib. (33.6 kg) 60 mil 93 lb. (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 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. EVERGUARD® PVC 50 MIL SMOOTH MEMBRANE ;Sat ety'Warrung, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 10' x 100' (3.05 m x 30.5 m) 350.6 Ib. (161.5 kg) 5'x100' (1.52 m x30.5 m) Half Roll eight 350.6 lb. (161.5 kg) Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL SMOOTH MEMBRANE :Safety �Warn ing, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 10' x 100' (3.05 m x 30.5 m) 398.2 Ib. (180.6 kg) 5'x100' (1.52 m x 30S m) Half Roll_ Weight 199.1 Ib. (90.31 kg) Membrane rolls shipped horizontally on pallets, stacked with two layers of four rolls. Membrane rolls are heavy. Position and install by at least two people. 18 EVERGUARD® PVC 80 MIL SMOOTH MEMBRANE rSafety Warning, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal anufacturing/packaging tolerance and variation. Colors Full Roll Full Roll Half Roll Half Roll Size Weight Size - t Weight White 10' x 100' (3.05 m x 30.5 m) 422.5 Ib. (191.6 kg) 5'x100' 52 m x 30.5 m) embrane rolls shipped horizontally on pallets, stacked in a pyramid. embrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC SO MIL FLEECE -BACK MEMBRANE 211.25 Ib. (95.8 kg) ety Warnin Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. FulliRoll Size° 10' x 100' (3.05 m x 30.5 m) 382.5 Ib. (191.6 kg) alf Rolt Sizes 5'x100' (1.52 m x30.5 m) Half Rail Weight. 191.25 Ib. (86.8 kg) Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy, Position and install by at least two people. EVERGUARD® PVC 60 MIL FLEECE -BACK MEMBRANE ning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White 10' x 100' (3.05 m x 30.5 m) Full Ro Weight 392.5 Ib. (178.0 kg) Half Roll Size 5'x100' (1.52 m x 30.5 m) Half Rol Weight 196.25 lb. (89.0 kg) Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy. Position and install by at least two people. 19 EVERGUARD® PVC 80 MIL FLEECE -BACK MEMBRANE Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. 10' x 100' (3.05 m x 305 rn) 430.8 Ib. (195.4 kg) Half Roll Size 60" x 100' (152mx305m) Half Roll Weight 215.4 Ib. (97.7 kg) Membrane rolls shipped horizontally on pallets, stacked in a pyramid. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 50 MIL SMOOTH XK MEMBRANE Safety Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. White, Tan, Gray 10' x 100' (3.05 m x 30.5 m) 4101 b. (186 kg) 60" x 100' (1.52 m x 30.5 m) Half Roll eight 205 Ib. (93 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® PVC 60 MIL SMOOTH XK MEMBRANE orag Safety Warning, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray Full Roll Size 10' x 100' (3.05 m x 30.5 m) Full Rol Weight 410 Ib. (186 kg) Half Roll Size 60" x 100' (1.52 m x 305 m) Half Roll Weight 165 Ib. (75 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. 20 EVERGUARD® PVC 80 MIL SMOOTH XK MEMBRANE 'Safety Warning:; Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Color White, Tan, Gray Full Roll Size 10' x 80' (3.05 m x 24.4 m) Full Roll Weight 440 Ib. (200 kg) Half Roll ize 5'x80' (1.52 m x 24.4 m) Half Roll Weight 178 Ib. (81 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 60 MIL XK FLEECE -BACK MEMBRANE oll size` afety Warning, Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors White, Tan, Gray Full;. Rolf; Size 10' x 90' (3.05 m x 27.43 m) Full Roll Weighty 420 Ib. (191 kg) Half Roll Size: 14 5'x90' (152 m x27.43 m) Half Roll Weight; 265 Ib. (120 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. EVERGUARD® PVC 80 MIL XK FLEECE -BACK MEMBRANE Warning Note: Product sizes, dimensions, and widths are nominal values and are subject to normal manufacturing/packaging tolerance and variation. Colors. White, Tan, Gray Full Roll Size 10' x 75' (3.05 m x 22.86 m) Full Roll Weight 632 Ib. (287 kg) Half Roll Size 5' x 75' (152mx22.86m) Half Roll Weight 300 Ib. (136 kg) Note: Membrane rolls shipped horizontally on pallets, stacked pyramid -sty e and banded. Store rolls on their sides on pallets or shelving in a dry area. Membrane rolls are heavy. Position and install by at least two people. 21 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 305mm) 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) 7 Ib. (3.18 kg) 8"x10"x12" (203 mm x 254 mm x 305mm) 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 152mm x 305 mm) 85TA920 8" x 10" x 12" (203 mm x 254 mm x 305 mm) 85TB920 SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 'A" (387 mm) Height of Walls: 4" (102 mm) SHIPPING SPECIFICATIONS Carton Size: 28" x 12" x 12" (711 mm x 305 mm x 305 mm) Pieces per carton: 6 Weight per carton: 6.5 Ib. (2.95 kg) Cartons per pallet: 16 Pallet Size: 42" x 42" (3.5' x 3.5') PRODUCT SKUS White: 8002920CU 23 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 18509776WA 24 SQUARE TUBE WRAP - TPO PREFORMED VENT BOOT - TPO SHIPPING SPECIFICATIONS Pieces per carton: 6 Weight per carton: 4"x 4" (101.6 mm x 101.6 mm) - 6.0 Ib. (2.72 kg) 4"x 6" (101.6 mm x 152 mm) - 6.5 Ib. (2.95 kg) 6"x 6" (152 mm x 152 mm) - 7.0 Ib. (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 thickness: 0.075" (1.905 mm) For pipe sizes: 1" - 6" (25 mm - 152 mm) dia. SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 9 Ib. (4.08 kg) Cartons per pallet: 54 PRODUCT SKUS Vent Boot White 7710920CU 25 Product Data Sheets PREFORMED SPLIT PIPE BOOT - TPO SPECIFICATIONS ITEM DIMENSIONS/SKU # For pipe sizes 1" x 2" (25 mm x 52 mm) 8561920 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) 8561 3"— 5" (76 mm x 127 mm) 85G2 6"— 8" (152 mm x 203 mm) 85G3 EVERGUARD® 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 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 lb. (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 8T606B 8" (203 mm) Roof - Wall White 8T608B 10" (254 mm) Roof - Wall White 8T610B 12" (305 mm) Roof - White 8761213 28 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 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) 4M4STPOMW 3" (76 mm) 4M47TPOMW 3 1/2" (89 mm) 4M49TPOMW 4" (102 mm) 4M51TPOMW 41/2" (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%:" (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) 8523E 6" (152 mm) 8523M 32 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 Ibs. (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-80T-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 POURABLE SEALER POCKET - PVC SPECIFICATIONS Total Width of Pocket: 12" (305 mm) Total Length of Pocket: 15 'A" (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 lb. (4.31 kg) Cartons per pallet: 16 Pallet Size: 42" x 42" (3.5x 3.5) PRODUCT SKUS White 8506920 FLUTED CORNER - PVC SPECIFICATIONS Diameter: 8" (203 mm) Nominal thickness: .055" (1.40 mm) SHIPPING SPECIFICATIONS Comers per carton: 20 Weight per carton: 2.5 lb. (1.13 kg) Cartons per pallet: 250 PRODUCT SKUS PVC Fluted Corner White 8800920WA PVC Fluted Corner Tan 8B00345WA PVC Fluted Corner Grey 8B00820WA 34 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 SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 4" x 4" x 8" (101.6 mm x 101.6 mm x 203.2 mm) — 8 lb. (3.62 kg) 6" x 6" x 8" (152.4 mm x 152.4 mm x 203.2 mm)- 9 Ib. (4.08 kg) PRODUCT SKUS 4" x 4" x 8" (101.6 mm x 101.6 mm x 203.2 mm) 87F1920 6" x 6" x 8" (152.4 mm x 152.4 mm x 203.2 mm) 8508920 PREFORMED SPLIT PIPE BOOT - PVC SPECIFICATIONS ITEM DIMENSIONS/SKU # For pipe sizes 1" x 2" (25.4 mm x 50.8 mm) 85E9920 3" x 5" (76.2 mm x 127 mm) 85E6920 6" x 8" (152.4 mm x 203.2 mm) 85E7920 SHIPPING SPECIFICATIONS Boots per carton: 6 Weight per carton: 1"— 2" (25.4 mm — 50.8 mm) 7.5 Ib. (3.4 kg) 3"— 5" (76.2 mm —127 mm) 7.5 lb. (3.4 kg) 6"— 8" (152.4 mm —203.2 mm) 11 Ib. (5 kg) Cartons per pallet: 1"— 2" (25 mm x 52 mm) 36 3"— 5" (76 mm x 127 mm) 36 6"— 8" (152 mm x 203 mm) 24 PRODUCT SKUS 1"— 2" (25 mm x 52 mm) 85E9920 3"— 5" (76 mm x 127 mm) 85E6920 6"— 8" (152 mm x 203 mm) 85E7920 36 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 lb. (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 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 671b. (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 Ib. (4.04 kg) Cartons per pallet: 20 20 PRODUCT SKUS 3" (76 mm) 8523T000 4" (102 mm) 8523U000 38 COATED HERCULES DRAIN - PVC LRF ADHESIVE M SPECIFICATIONS Drain Body 11-gauge 0.125" (3.18 mm) spun aluminum Flange 17%" (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) 8523Q000 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: S0 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 Ib. (24 kg) Part2: 45 lb. (20 kg) PRODUCT SKUS Part 1: 418A1 Part 2: 418A2 Note: Only available October -February. Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 40 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: 417K 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 Part 2: 418Y Note: Part 1 Component includes 25 ft. Hose/Gun/Six (6) Tips/ Three (3) Tip Extenders. OPTIONAL ACCESSORIES SKUS Gun and Hose Replacement Kit : 418Z Bag of Ten (10) Mixing Tips 418AA Ten (10) Mix Tip Extension Tubes 418XBB Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 41 Product Data Sheets`; GAF 2-PART ROOFING ADHESIVE SPECIFICATIONS Size A - Component: 12 boxes Size B - Component: 12 boxes SHIPPING SPECIFICATIONS Weight A - Component: 40 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 8 - 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 EVERGUARD® #1121 TPO BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 37 Ib. (17 kg) SKU: 778000M EVERGUARD® WB 181 BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 7785000WP EVERGUARD® LOW VOC TPO BONDING ADHESIVE SPECIFICATIONS Size: 5 gallon (19 L) pail SHIPPING SPECIFICATIONS Weight per pail: 40 Ib. (18 kg) Pails per Pallet: 45 SKU: 7784 Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 43 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 lb. (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 U nit 019R 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 LRF ADHESIVE M ProductData Sheets VW ibotlen Tio 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 : 4181 Adhesive Cartridge Kit : 418H SPECIFICATIONS Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Cartridge: 20 Ib. (16 kg)/carton PRODUCT SKUS Cartridge: - 418V Note: Only available October -February. SPECIFICATIONS Size - Bag in Box Kit: 5 gallon (19 L) box Size - Cartridge: 4-1.5 L kits/carton SHIPPING SPECIFICATIONS Weight - Bag in Box Kit: 50 Ib. (23 kg)/box Weight - Cartridge: 20 Ib. (9 kg)/carton PRODUCT SKUS Cartridge: 418J Bag in Box A: 418M Bag in Box 8: 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) OlyBond500® Canister Part 2: 38 Ib. (17.24 kg) OPTIONAL ACCESSORIES Gun and Hose Replacement Kit : 5 Ib. (2.27 kg) Bag of Ten (10) Mixing Tips: 3 Ib. (1.36 kg) Ten (10) Mix Tip Extension Tubes: 2 Ib. (0.91 kg) PRODUCT SKUS Part 1: 418X Part2: 418Y Note: Part 1 Component includes 25 ft. Hose/Gun/Six (6) Tips/ Three (3) Tip Extenders. OPTIONAL ACCESSORIES SKUS Gun and Hose Replacement Kit : 418Z Bag of Ten (10) Mixing Tips 418AA Ten (10) Mix Tip Extension Tubes 418XBB SPECIFICATIONS Size: 4 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 7793 Note: See pages 103 and 104 for adhesive coverage rates and compatible membranes. 46 TPO LOW VOC PRIMER EVERGUARD® TPO PRIMER EVERGUARD6 TPO BASE COAT SPECIFICATIONS Size: 6 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per pail: 45 Ib. (20.5 kg) SKU: 755D SPECIFICATIONS Quantity/Size: 4 - 1 gallon (3.78 L) cans/carton SHIPPING SPECIFICATIONS Weight per carton: 33 Ib. (15 kg) SKU: 7758 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: SHIPPING SPECIFICATIONS 12 - 1 pint (16 oz) bottle/box 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-Bondrm Sealant 1— Pair rubber gloves 1 — Notched trowel 3 — Nozzle extensions 1 — SO' (15.24 m) Roll of Flashing Fabric SHIPPING SPECIFICATIONS SKU i 801A 48 Product Data Sheets EVERGUAR©® 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 La 2 0 a 1 22-18 ga.STEII %MOO, and 411111111111111ws 1146-Ter112 Fastener I 1 lo Z' Fr-Stts Paat 0411-Tec 1112 falero Hex Hari Lfrirrc ' 10 3' ' *.3i1 rilt10-ite C1-11:1 2' '12' rup Pal fk.sal Orti-lee /14 Patna too5. la to:3 Drill.Tec- DIV Fasterwr" 4115) Ln-qct 2.2" 63 ?1::.:ps, FlzaI OriIbr 114 Fasionet t !nos: la 24' l."3 'Pr:7Z F6-td SUBSTRATE POLTISOID Pckylp, or WDDFR Rotund Dtill-Tac." 3Steel Plato ek-tk. g 4 il*ftrr.! I IXIIituth.1 nal bMIP.I.MI..MINI111.0.1•11M14M grid -Am- r Ribbed eilistabine Plate OW? a 4692 caavr,d !rov,V.i.fior 3;li Drtit-Tie r Plastic Lackin9 Plata Cale ig ,L1AP; Pts-r. 100.15-..7 Purr tef---`64.04 3' Standard Stael Plata Ci 41A1 f".."*.A.mv Ti7. ang445.204h4oFt.:Pb=11%,. mum- r ACCTUTtace Nem* Plata e:4X1 6 •,a3 11)03,11)Kki <4 Pk AtClalbe Rai Plata Czcil r Gavalure 43111 Orill-Src' ASAP 3S a' 3/a4:01,t, `.3r.11 l...wts ' For vpropeole applicetion,referente intM1141 pots abins. Ilrill-Tar ASAP 31, 012' Fasltricc Flaw Iccki;43 irtle 4.trntli.-c ?it' pra-rec- Nem Doty MAP [bang FaStawr AtisarriblAd with 3' WWI Plate P,t7a ?ca. 3." Ltl-tir a. 2- la 2U' On11-Tit limy Doty ASAP Raaffwa Fastmner Assemble( with, 3" Plastic Ptak 4 r.m.Nef, vor9 Pale trstIN: 2' lo *In lightweight insulating concrete applications, the fastener must penetrate the steel pan. **DrilkTer" XHD® Fastener is not recommended for wood deck applications. 50 ete Z 0*- LAX 2 LA, 0 tirglke Ze &WM gmbeal lailills" MD' X141r. kaki P41-30e- aim Faarmr• 41n5,1 r:t7.).! 0 *Ix, rava,,,, @Atom niimptill uffst-01;Ttn- lixoslo al tk a0700 13 Re ;'t r.,6400 1] ...1-4-E ILeM I tee' 041420,4*0* 4 rholft le!M CD.10 rte 4'1, lw,t1 'theta ritgEPPLP tmirtP. rerti4itr r Da;(46,141014 %KO Pk* g r.;:mt-rtlt irfinEw tr, "54Weirreir7 BrE01.14rr Ikettite MAW 700Ir FE& C.:*t 411B, gatakene !OCC.0500 Xi et 11015=teer Baird &too Pirtle fr.Attimnit *01:)."48ett ( • .. Dril,*c-1.14? Eet War I)* tkr Fr Oesegsant kale garbed DM Nate I:4M 0 tY1,1,1 illir.tkrt ,,;,Div, 4 F.1-0 coseel,KA limpla.4 1,1 ib `3719,1, I; RI -----4 ..,..-3-,...---- *WIN' 2fir BarbrA 0111* riz0c,0 e6;11 f4030,0040 !WA -A 4t 0:04-4e 0,40044.11X1r1041 Cat 4/1 kin iiftleff* 11)"..V1391 Odi,Ter" tre Notile ittitkate Plat *.W*) ; MC4 I, Pt itiodoigg:=Noukt* 13,01vW210 &Ord WO t rk 90-004 ntiviti f-v " ND tor ZW' fillebODV RauSThD Pkat.m CtWil fg***010* (Ado ss:rtj rwho...rm tOftgie 4fl't Wait* Mr Went" eta zwaPable rm.'s:wet* grellwrec" esetevilatliii Mate GaN-1171, 10f1dika t. testIke Zoe ifuftd SIM Rita ayt** f06;t3 UctiVitz CO Crite-teeLeaaMmy CAWS*? iestertled Sixem Skettithi Walt* t tr-grti 1:1101,Teeltteemy evarhars tiro lie I lir P 4Nr:i itt Yell' :301" OW 9,111 Vir 4;13? d Me II ra00)-:-0 40:17 2tI a affy .0 r 2,14.- 1110542i teillete Lit Pen4ertkot get Gime& Cx.ce 4 "411 lip ?eel, ,Q,....natiar, Ottat.Tet- FLAT Stemeeeduaeks 6301.0.t Cede /C24,tvir, 01 55 1‘ Orft,lneefie$00 Sap ,e0ft "..'.41t 0- Et:631 4-00110, 51 t43:1g41414,:::R-4-4-04-*1:04,0440-Aii&A EIttl-te MD Rill Ificra t r rlPtft ikszl Wee iliPhstEmpl15) it7,' Grrlikstiol 04114te-414Fintater Lot" 14' w.,71" 4."!.Pre:V; 301 Wheihriafastmr I,..4Nr1tr1so tfr thilckeitteitiWITSKir rixtr,P Sr,FM DAN Cia.loirrr Wier ("AP IPO 4!;teft t 4E74 *-Ift-40toW,L.v %Ada 454:ISM HAW' COM C WI-6'1.DM 43: i44--Ttereiiintlwe c. e re,-eporo.*krir IA5aviti l*ATV:I'PWz,ingill;Mili. 110 rf..VS:cie t.A7 atiMetMe.**1700 rifk441) STAMT liedfri14,5 tflir/I1 iI4Z1m1-1 F.Off. le-th-LA; meiri i Fry( WWI g0-1•7.,,t 7.,W,16:"Mq W.G,t`;.1 ottfa•Vit. 11.71/1;1?11 rwfrUct Ztoe. MITIM;1 nArt Clvtc,11*-7mi reitosofte Phgt 001 TtO ompowOo.rmOoNewItt,. Trolkw.1" rrtOwrolo fiNA PA7: rorworow% Rifs) to:IitV4000.1 IMMO:71431 -F,TY :111Cia- Fec' 4frl' 04.71 At kaffitite StittAitilii to* ‘..v 14"41 MC TLC Pre 25 40,17,401 f,tet AstotiowWkiwiwwwwdi Woatdkiewn IstOr ow get Thr,o:' Fra 1.1o4w1 Virg ,,,,,WkwW. roFtwd OroWqr,o4.1,),:nt- rx,r707 eAto44,4,:wo rwoio MAW:, Wt1,115O141.,47! r!, A" towel: *In lightweight insulating concrete applications, the fastener must penetrate the steel pan. 52 mem4K-1, F-4 Iasi &rex t, r OPIXTeie 3 Mk', VeWelTe CoM af,J9 re-1,4531,00‘ rx,.:410 1..4A1 kr,941., 414g)"..11141111143.143"9?"°,q: ass, rpc-= otgoe Fgatptio 1.5fpla: T .4;7 WirtiraiR3 rZt10 +*,16 ilxikt1/441* 1,571.13ra •) '41 ft-1,- Hese.,2ei e 4;a4 re.d*elee KV01.34-. AV ;4.1 6--g• LOC 04 TN' liaddirkg *41 01 1,4* 1410 ;'C' e,:tif•f;=.0- CP'"A 4tki: rev.Vra' V:e0,7:1 a.00 Lorqtr irrt 5,ze, tutus 1.:07 kr LIZ? qrt; 091-Re gate Sileethilmemt l'71.mr,th FAfte tr' 41er. iliythaTt 1 r top 1 ii.r.Bm iL1 pi:pm kceri .?,(rxr AMMIir.:. 53 dUCt)ataStteetsi: ENERGYGUARDTM & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4 'X 4' (1.2 M X 1.2 M) 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 1.0" (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 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 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 1.4" (35.6 mm) 9'9 4 3/8" (111 mm) 34 1,632 48 5.44 544 (50.5 sq. m) 26,112 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 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 1.7" (43.1 mm) 9'7 4 3/8" (111 mm) 28 1344 ,. 48 448 448 (41.6 sq. m) 21,504 1.75" (44.4 mm) 10 4 3/8" (111 mm) 27 1,296 48 4.32 432 (40 sq. m) 20,736 1.8" (45.7 mm) 10.3 4 3/8" (111 mm) 25 1,200 48 4 400 (37 sq. m) 19,200 1.9" (48.3 mm) 10.8 4 3/8" (in mm) 25 1,200 48 4 400 (37 sq. m) 19,200 2.0" (51 mm) 11.4 4 3/8" (111 mm) 24 1,152 48 3.84 384 (35.6 sq. m) 18,432 (1,712 sq. m) 2.1" (53 mm) 12.0 4 3/8" (111 mm) 22 1,056 48 3.52 352 (32.7 sq. m) 16,896 (1,570 sq. m) 2.2" (56 mm) 12.6 4 3/8" (111 mm) 21 1,008 48 3.36 336 (31 sq. m) 16,128 (1,498 sq. m) 2.3" (58 mm) 13.2 4 3/8" (111 mm) 20 960 48 3.2 320 (29.7 sq. m) 15,360 (1,427 sq. m) 2.4" (61 mm) 13.8 4 3/8" (111 mm) 20 960 48 3.2 320 (29.7 sq. m) 15,360 (1,427 sq. m) 2.5" (64 mm) 14.4 4 3/8" (111 mm) 19 912 48 3.04 304 (28.25 sq. m) 14,584 (1,356 sq. m) 2.6" (66 mm) 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 ENERGYGUARDTM & 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* ITTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 2.8" (71 mm) 16.2 4 3/8" (111 mm) 17 816 48 2.72 272 (25 sq. m) 13,056 (1,213 sq. m) 2.9" (74 mm) 16.8 4 3/8" (111 mm) 16 768 48 2.56 256 (23.8 sq. m) 12,288 (1,142 sq. m) 3.0" (76 mm) 17.4 4 3/8" (111 mm) 16 768 48 2.56 256 (23.8 sq. m) 12,288 (1,142 sq. m) 3.1" (79 mm) 18.0 4 3/8" (111 mm) 15 720 48 2.4 240 (22.3 sq. m) 11,520 (1,070 sq. m) 3.2" (81 mm) 18.6 4 3/8" (111 mm)(22.3 15 720 48 2.4 240 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 18.9 4 3/8" (111 mm) 14 672 48 2.24 224 (20.8 sq. m) 10,752 (999 sq. m) 3.3" (84 mm) 19.2 4 3/8" (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" (111 mm) 12 576 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 (17.8sq. 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" (111 mm) 11 528 48 1.76 176 (16.3 sq. m) 8,449 (785 sq. m) 4.3" (109 mm) 25.4 4 3/8" (111 mm) 11 528 48 1.76 176 (16.3 sq. m) 8,450 (785 sq. m) 4.4" (112 mm) 26.0 4 3/8 + (111 mm) 10 480 48 1.6 160 (14.8 sq. m) 7,680 (713 sq. m) 4.5" (114 mm) 26.6 4 3/8" (111 mm)(14.8 10 480 48 1.6 160 sq. m) 7,680 (713 sq. m) 4.6" (116 mm) 27.1 4 3/8" (111 mm) 10 480 48 1.6 160 (14.8 sq. m) 7,680 (713 sq. m) *Other sizes available upon request 55 m OQ Adk 3 G rt � 0 Gi a 3 Z ENERGYGUARIr & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 8' (1.2 M X 2.4 M) Phys cal Charaiderisbcs Shipping Information (4' (121m x 2.4 ;m) Size # LT1 R 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). 8*() 0 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"30 (111 mm) 720 24 9.60 960 (89 sq. m) 23,040 (2,140 sq. m) 1.7" (43.1 mm) 9.7 4 3/8" (111 mm) 28 672 24 8.96 896 (837 sq. m) 21,504 (1,998 sq. m) 1.75" (44,4 mm) 10 4 3/8" (111 mm) 27 648 24 8.64 864 (80.2 sq. m) 20,736 (1,926 sq. m) 1.8" (45.7 mm) 10.3 4 3/8" (111 mm) 25 600 24 8.00 800 (74.3 sq. m) 19,200 (1,784 sq. m) 1.9" (48.3 mm) 10.8 4 3/8" (111 mm) 25 600 24 8.00 800 (74.3 sq. m) 19,200 (1,784 sq. m) 2.0" (51 mm) 11.4 4 3/8"24 (111 mm) 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"17 (111 mm) 408 24 5.44 544 13,056 (1,213 sq. m) *Other sizes available upon request (continued next page) 56 Product Data Sheets ENERGYGUARDTM & ENERGYGUARDTM NH POLYISO INSULATION FLAT STOCK PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION 4'X 8' (1.2 M X 2.4 M) (CONT.) Physical Characteristics Shipping Information (1.21mx2.4m 4' x 8') Size' LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 2.9" (74 mm) 16.8 4 3/8" (111 mm) 16 384 24 5.12 512 (47.5 sq. m) 12,288 (1,142 sq. m) 3.0" (76 mm) 17.4 4 3/8" (111 mm) 16 384 24 5.12 512 (47.5 sq. m) 12,288 (1,142 sq. m) 3.1" (79 mm) 18.0 4 3/8 (111 mm) 15 360 24 4.80 480 (44.5 sq. m) 11,520 (1,070 sq. m) 3.2" (81 mm) 18.6 4 3/8" (111 mm) 15 360 24 4.80 480 (44.5 sq. m) 11,520 (1,070 sq. m) 3.25" (83 mm) 18 9 4 3/8" (111 mm) 14 336 24 4.48 448 (41.6 sq. m) 10,752 (999 sq. m) 3.3" (84 mm) 19 2 4 3/8" (111 mm) 14 336 24 4.48 448 (41.6 sq. m) 10,752 (999 sq. m) 3.4" (86 mm) 19. 9 4 3/8" (111 mm) 14 336 24 448 . 448 (41.6 sq. m) 10,752 (999 sq. m) 3.5" (89 mm) 20.5 4 3/8 (111 mm) 13 312 24 4.16 416 (38.6 sq. m) 9,984 (928 sq. m) 3.6" (91 mm) 21.1 4 3/8" (111 mm) 13 312 24 4.16 416 (38.6 sq. m) 9,984 (928 sq. m) 3.7" (94 mm) 21.7 4 3/8" (111 mm) 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 (35.6 sq. m) 9,216 (856 sq. m) 4.0" (102 mm) 23.6 4 3/8" (111 mm) 12 288 24 3.84 384 (35.6 sq. m) 9,216 (856 sq. m) 4.1" (104 mm) 242 . 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)(32.7 11 264 24 3.52 352 sq. m) 8,449 (785 sq. m) 4.3" (109 mm) 25.4 4 3/8 (111 mm) 11 264 24 3.52 352 (32.7sq. 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" & ENERGYGUARDNH 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) 0 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) I 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 ENERGYSUARDTM AND ENERGYGIJARDTM 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 ENERGYGUARDTM' AND ENERGYGUARDTM NH POLYISO INSULATION RECYCLED CONTENT CHART (CONT.) Board Thickness Total Recycled Content By Weight Pre -Consumer Recycled %* Post -Consumer Recycled %** 2.0" (52 mm) 27.00% 7.00% 20,00% 2.1" (53 mm) 25.00% 6.00% 19.00% 2.2" (56 mm) 24.00% 6.00% 18.00% 2.3" (58.5 mm) 23.00% 6.00% 17.00% 2.4" (61 mm) 22.00% 5.00% 17.00% 2.5" (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 ENERGYGUARDTM' HD TAPERED POLYISO INSULATION PHYSICAL CHARACTERISTICS AND SHIPPING INFORMATION Phys'cal Characteristics Shipping Information (4' x 4') (1.21 m x 1.21 m) Size* LTTR Value Max Flute Span (in) Bds/ Bundle Bds/ Truck Bundles/ Truck Squares Per Bundle Sq. Ft. Per Bundle Sq. Ft. Per Truck 1/2" (12 mm) 2.5 3.75" (95.25 mm) 96 4,608 96 7.68 384 (35.67 sq. m) 737.28 (68.5 sq. m) Physical Characteristics Shipping Information (4' x 8') (1.21 m x 2.4 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) 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 1.21 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 4.75" (120.65 mm) 96 4,608 96 7.68 384 (35.67 sq. m) 737.28 (68.5 sq. m) Physical Characteristics Shipping Information (4' x 8') (1.21 m x 2.4 m Size* LTTR ValueTruck Max Flute Span (in) Bds/ Bundle Bds/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 INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS 4 6 6" Z 6" 6"/ 6"/-6"/ 5 7 6" 18" 18" 6" 6„ / 6„ 6"/ 61 INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS (CONT.) 8 11 62 10 6" st 6" 6" • 6" 12 • 6„/-6"/ INSULATION FASTENING PATTERNS 2' X 4' (610 mm X 1.2 M) BOARDS (CONT.) 14 18 16 21 63 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS 4 24" • f-12 64 24„ ! 1.2" 6 5 '18" / 18 ♦ 6"/ 8 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 9 11 10 12 65 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 16 66 14 15 • 18 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 20 22 21 IP . • • •. . . 23 67 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 24 26 68 25 28 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 29 31 30 33 69 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 35 41 70 INSULATION FASTENING PATTERNS 4' X 4' (1.2 M X 1.2 M) BOARDS (CONT.) 42 44 43 45 71 INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS 24" 24" 24" 42 42" 72 4 6 • 4°l 5 1r 18" 8 12" I INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 10 14 18* ifre 12 (,6"I 18" 16 73 INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 18 22 74 20 24 a • INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 26 30 28 32 75 INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 34 • . . . . • • 38 76 36 INSULATION FASTENING PATTERNS 4' X 8' (1.2 M X 2.4 M) BOARDS (CONT.) 42 46 • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • 44 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 48 • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • ♦ • • • • • 61,6 77 Specification Tables & Guidelines Section 3: Specification Tables & Guidelines 78 TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR OFF • MECHANICALLY ATTACHED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech, Attached Adhesive/ RP ISO Gypsum Board Wood Fiber/ Perlite EPS/XPS Fanfold' 3/6 of (85J170 g) Polymat VersaShield'Solo" None Smooth Fleece (FS) Steel Yes Ves Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concret & Gypsum Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes yes Yes Yes Yes ' Fanfold to be used as an overlay board only, Low rise foam or hot asphalt for cricket and saddle attachment. If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt. $teEnt gig Sailani TPO SPECIFICATION TABLE • RECOVER • MECHANICALLY ATTACHED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Mech, Fast Adhesive/ BP Gypsum Board Board Wood Fiber/ Perlitet EPS/XPS Fanfold' 3/6 oz (85/170 g) Polymat VersaShleld Solo" None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single•PIy Membrane Yes Yes Yes Yes Yes Yes Yes Ves 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 Ves Yes Gravel -Surfaced BUR/MB' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Ves Yes yes Yes Standing Seam Metal' Yes Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes2 Yes Roof moisture scan required for use of perlite/wood fiber in recover roofing systems. 2 An approved cover board is required when XPS is used as flute fill material, 3 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, Adhesive/ RP ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS Fanfold' 3/6 oz, (85/170 g) Polymat 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 Vest Yes'. Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes' Yes' Yes Yes yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes' Yes' Yes Yes Yes Yes Yes Yes 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 • RECOVER • MECHANICALLY ATTACHED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insu►anon/Substrate Membrane Type Mech Fast, Adhesive/ �RFS ISO Gypsum Board Wood Fiber/ Perlite' EPS/ XPS Fanfold 3/6 oi, (85/170 g) Polymat VersaShield Solo None Smooth Fleece (FB) Smooth BUR/MB Yes yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Ves Yes Yes Yes Yes Yes Single -Ply Membrane Yes Yes Ves 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 Ves Gravel -Surfaced BUR/MB6 Yes Yes Yes Yes Yes3 Yes3 Yes Yes Yes Yes Yes Yes Yes Yes Standing Seam Metal' Yes Yes Yes Yes Yes3 Yes3 Yes Ves Yes Yes Ves yes Yes ' Roof moisture scan required for use of perlite/wood fiber in recover roofing systems. ' An approved cover board is required when XPS is used as flute fill material XPS/Fanfold in combination with a 3/6 o . (85/170 g) polymat separator. Fanfold to be used as an overlay board only. 5 Low rise foam or hot asphalt for cricket and saddle attachment. If specification requires insulation to be adhered in a mechanically attached system, use foam adhesive designed for insulation attachment, or hot asphalt. A polymat must be used to cover any asphalt bleed out when a smooth PVC membrane is used, s All loose gravel must be removed. INSULATION ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (Meets FM attachment requirements') NUMBER OF FASTENERS Insulation Type Board Size Thickness Fasteners/Board Field Perimeter Corner 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) Z1.3" (33 mm) 5 5 5 Perlite 4'x4' (1.2 m x 1.2 m) any 4 4 4 Wood Fiber 4'x4' (1.2 m x 1.2 m) any 4 4 4 4'x8' (1.2 m x 2.4 m) any 6 6 6 Extruded Polystyrene' 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) Z1.3" (33 mm) 5 5 Expanded Polystyrene' 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) Z1.3" (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 Board' 4'x8' (1.2 m x 2.4 m) 1/4" - 5/8" (6 mm - 16 mm) 6 6 6 Attachment requirements to meet determined uplift resistance are dependent on deck type, specific fastener, etc. 2Fanfold attachment spacing is for each 2' x 4' (610 mm x 1.2 m) section. 35mooth PVC must have 3/6 oz. (85/170 gr) polymat separator sheet or fleece back. Includes approved DensDeck" and SEW ROCKRoof Board products. 83 SpecificationTables & Guidelines INSULATION ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (CONT.) (Meets FM attachment requirements') TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 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-TECTM (#14) or Fastener (#12) DRILL-TECTM 3" (76 mm) Galvalume 1" (25 mm) thread into/ through the deck Structural Concrete DRILL-TECTM#14 Fastener or DRILL-TEC" CD-10 DRILL-TEC"" 3" (76 mm) Galvalume 1" (25 mm) thread/shank into the deck Insulating Concrete DRILL-TEC'" (#14) DRILL-TECTM 3" (76 mm) Galvalume 3/4" (19 mm) thread through steel form Gypsum Concrete DRILL-TECTM Polymer GYPTECTMFastener DRILL-TECTM 3" (76 mm) GYPTEC" Plate 1 1/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL-TECTM Polymer GYPTEC" Fastener DRILL-TECC' 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. 524-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. PERIMETER HALF SHEET TABLE Building Width Building Height Number of EverGuard' TPO 60" (1.5 m) Half Sheets Number of EverGuard' PVC 60" (1.5 m) Half Sheets 0-34' 1 1 (0-10 m) <200' 35-100' (61 m) (10-30 m) 2 2 >100' Formula: Install half sheets throughout the perimeter and corner (30 m) region. The width of this region is defined as the least of the following two measurements: 0.1 x building width or 0.4 x building height 2200 (61 m) any height Note: The minimum width is 4' (1.2 m). The width is defined as the narrowest dimension. Note: FM attachment requires the Formula calculation. 84 TPO & PVC MEMBRANE ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (10' [3.05 m) field sheets) Deck Type Typical Pull-out Values (Ibs) Fastener Type Plate Penetration Standard Pattern 90 psf Pattern 22 ga. standard (33 ksi) 450 DRILL-TECT" XHD (#15) Fastener DRILL-TECTM 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-TECT" XHD (#15) Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 450 DRILL-TEC' XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 22 ga. high strength (80 ksi) 750 DRILL TECT" SXHD (#21) DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 12" (305 mm) o.c. 450 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 12" (305 mm) o.c. 12" (305 mm) o.c. 450 DRILL-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. standard2 350 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TEC' XHD (#15) Fastener DRILL-TECT" Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL-TECT" XHD (#15) Fastener DRILL-TECT" 2 3/4" (70 mm) double barbed SXHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" 2 3/8" (61 mm) barbed XHD 3/4" (19 mm) through the deck 6" (152 mm) o.c. 350 DRILL TECT" #14 Fastener DRILL-TECT" 2" (51 mm) double barbed 3/4" (19 mm) through the deck 6" (152 mm) o.c. '90 psf is attachment pattern to provide 90 Ibf/ft2 (5.3 kPa) of up ift pressure resistance and may equate to FM 1-90. Refer to current FM Approval Guide. 224-26 gauge decks require a GAF Field Services Manager's or Director's approval. GAF does not approve the use of metal panels as a roof deck. Note: For designing at elevated uplift pressures, please consult the current FM Approval Guide/ROOFNAV. (continued next page) 85 Specification 'Tab ies & Guidelines TPO & PVC MEMBRANE ATTACHMENT TABLE - MECHANICALLY ATTACHED SYSTEMS (CONT.) (10' [3.05 mj field sheets) Deck Type Typical Pull- out Values (Ibs) Fastener Type Plate Penetration Standard Pattern 90 psi' Pattern 2" (51mm) Nominal Wood Plank 800 DRILL TECTM#14 Fastener or DRILL-1" TEC'" (#15) XHD Fastener DRILL-TEC' 2 3/8" (61 mm) barbed XHD (25mm) into the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 800 DRILL TECTM#14 Fastener or DRILL -Hook® TEC' (#15) XHD Fastener DRILL-TEC'" Eye AccuSeam° Plate 1(256" mm) into the deck 12" (305 mm) o.c. (152 mm) o.c. 1" (25mm) Nominal Wood Plank 450 DRILL-TEC' #14 Fastener or DRILL TEC" (#15) XHD Fastener DRILL-TECTM 2 3/8" (61 mm) barbed XHD 1" (25 mm) through the deck 9" (229 mm) o.c. 450 DRILL TECTM#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- TEC"" (#15) XHD Fastener 2DRILL-TEC" 2 3/8" (61 mm) barbed XHD 1" (25 mm) through the deck 12" (305 mm) o.c. 6" (152 mm) o.c. 525 DRILL TEC"'#14 Fastener or DRILL- TEC'" (#15) XHD Fastener DRILL-TECTM' Eye Hook° 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 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 6" (152 mm) o.c. 350 DRILL-TEC"#14 Fastener or DRILL-DRILL-TEC" TEC' (#15) XHD Fastener Eye Hook° 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 mrn) barbed XHD 1" (25 mrn) 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"6" (305 mm) o.c. (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" (305 mrn) o.c. 6" (152 mm) o.c. 900 DRILL-TEC" CD-10 DRILL-TECTM Eye Hook° AccuSeam° Plate 1" (25 mm) into the deck 12" (305 mrn) o.c. 6" (152 mrn) o.c. 900 DRILL-TEC" CD-10 DRILL-TEC"" 2 3/4" (70 mm) double barbed SXHD 1" (25 mm) into the deck 12 (305 mm) o.c. 12" (305 mrn) 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. 86 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 Lightweight Insulating Concrete, 22 ga. standard form 450 DRILL-TECTM XHD (#15) Fastener DRILL-TEC' 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-TecTM Eye Hook® AccuSeam® Plate 3/4" (19 mm) through the form 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 form 6" (152 mm) o.c. 350 DRILL TECTM #14 Fastener Drill TecTM 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-TEC" 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-TecTM' 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 3/4" (19 mm) through the form 6" (152 mm) o.c. Gypsum Concrete 400 DRILL TEC' Polymer GYPTEC" Fastener DRILL-TEC" 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-TecTM Eye Hook® AccuSeam® Plate 11/2" (38 mm) into the deck 6" (152 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. 87 00 oo PE INSULATED & NON -INSULATED TPO MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EMBRANEATIACHME EVERGUARe TPO MEMBRANE DRILL-TECT' FASTENERS SUB TE - 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 EATTACH MECHANICALLY ATTACHED 45 45FB MEMBRANE (THICKNE D TYPE) 45; 45 MIL SMOOTH 60; 60 MIL SMOOTH BO .; BD MIL SMOOTH 45FB 45 MIL FLEECE -BACK 60FB 60 MIL FLEECE -BACK 80FB 80 MIL FLEECE -BACK 50EX 50 MIL EXTREME 60EX r, 60 MIL EXTREME 70EX ; 70 MIL EXTREME BOEX ; 80 MIL EXTREME 50EXFB = 50 MIL EXTREME FLEECE -BACK 60EXFB ; 60 MIL EXTREME FLEECE -BACK 70EXFB ; 70 MIL EXTREME FLEECE -BACK 80EXFB BO MIL EXTREME FLEECE -BACK GUARANTEE LENGTH UP TO (YEARS) 60FB 50EX 50EXFB 80 BOFB 60EX 60EXFB MINIMUM MEMBRANE REQUIREMENTS 70EX 70EXFB 80EX 80EXFB 1, For a non-insula ed recover with smooth membrane only: Slip sheet or 6re barrier required; 3 or 6 ozisq. yd. (102 or 203 gisq.m,) polymat or VersaShield oIo Fire -Resistant Slip Sheet, 2, New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended -length guarantees. MEMBRANE TYPE EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE EMBRANEATTACHME EVERGUARD PVC MEMBRANE DRILL•TEC"' FASTENERS 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 MA N I 60 EMBRANEATTACHMENT A = MECHANICALLY ATTACHED 50 50FB GUARANTEE LENGTH UP TO 60 60FB MEMBRANE (THICKNESS AND TYPE) 50= 50 MIL SMOOTH 60= 60 MIL SMOOTH 80 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB = 60 MIL FLEECE -BACK 80FB= 80 MIL FLEECE -BACK MINIMUM MEMBRANE REQUIREMENTS 80 80FB 1, For a non -insulated recover with smooth membrane only: Slip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 g.lsq.m.) polymat OD or VersaShield® SoIoTM Fire -Resistant Slip Sheet. 1/40 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 MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE BRANE ATTACHME EVERGUARO PVC MEMBRANE D I •TEC1'' FASTENERS SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) CONSTRUCTION TYPE NSULkTION MEMBRANE lYPE P = PVC CONSTRUCTION 1YPE N = NEW R RECOVER T = TEAR OFF (COMPLETE) P MA N MEMBRANEATTACH MA = MECHANICALLY ATTACHE 0 50FB 50XK INSULATION I :INSULATED N = NON -INSULATED 60 MEMBRANE (THICKNESS AND TYPE) 50: 50 MIL SMOOTH 60 = BO MIL SMOOTH 80 = 80 MIL SMOOTH 50FB = 50 MIL FLEECE -BACK 60FB = 60 MIL FLEECE•BACK 80FB = 80 MIL FLEECE•BACK 50XK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH BOXK = BO MIL SMOOTH 60XKFB = 60 MIL FLEECEBACK BOXKFB 80 MIL FLEECE -BACK GUARANTEE LENGTH UP TO EARS) 60 609 60XK 60XKFB MINIMUM MEMBRANE REQUIREMENTS 0 80FB 80XK 80XKFB 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 gisq.m.) polymat or VersaShield® Solon' Fire -Resistant Slip Sheet, TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR -OFF • ADHERED SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Membrane Attachment Membrane Type Mech. Attached Adhesive' Hot Asphalt' ISO Gypsum Board Wood Fiber/ Perlfte EPS'/ XPSI None Adhered Smooth Fleece (FBA Adhesive 6 Hot Asphalt Steel Yes Yes Yes Yes4 Yes Yes Yes Yes Yes Yes Yes4 Yes Yess Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes3 Yes Yes Yes4 Yes Yes Yes Yes Yes Yes Yes3 Yes Yes Yes4 Yes Yes Yess Ves Yes Yes3 Yes Yes Yes Yes3 Yes Yes Structural Concrete &Gypsum Yes Yes Yes Yes Yes T Yes4 Yes Yes Yes Yes Yes Yes Yes Yes Yes4 Yes Yes Yess Yes Yes Yes Yes Yes Yes4 Yes Yes Yes Lightweight Insulating Concrete Yes Yes8 Yes3 Yes Yes Yes4 Yes Yes Yes Yes Yes8 Yes3 Yes Yes Yes4 Yes Yess Yess Ves Yess Yes3 Yes Yes Yes4 Yes Yes3 Yes Ves Cementitious Wood Fiber Yes Yes Yes3 Yes Yes Ves4 Yes Ves Yes Yes Yes Yes3 Yes Yes Ves4 Ves Yes Yess Yes Yes Yes3 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. ' Insulation/membrane can be installed in hot asphalt only when mopping to mechanically attached base sheet. 4 Wood fiber only with bonding adhesives. s 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 Olybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive 8 Moisture content must be less than 15%, otherwise a base sheet is required, TPO SPECIFICATION TABLE • RECOVER • ADHERED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Attachment Membrane Type Mech Fast, Adhesive' Hot Asphalt' ISO Gypsum Board Wood fiber'/ Perlite3 t EPS /XPS, None Adhered Smooth Fleece (Fg) Smooth BUR/MB Adhesives Hot Asphalt Yes Yes Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes Yes Yes Yes5 Yes Yes6 Yes Yes Ves Yes Yes Yes Yes Yes Yes Yes Single Ply Membrane Yes Yes Yes Yes5 Yes 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 Yese yes Yes Yes Yes Yes yes Yes Gravel Surfaced BUR/MB Yes Yes Yes Yes Yes5 Yes8 Yes Yes Yes Yes Yes Yes Yes5 Yes9 Yes6 Yes Yes Yes Yes Yes Yes Yes Yes Standing Seam Metal' Yes Ves Yes Yes5 Yes Yes Yes - Yes Yes Yes Yes5Yes Yes 6 Yes Ves 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 recover roof systems. XPS is the only material allowed as flute fill with cover board required, Wood fiber only with bonding adhesives. Includes Olybond5001 Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive. ' Includes 0lybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive s Prime with MATRIX' 307 Premium Asphalt Primer. 9 Fanfold is not acceptable. 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 EPS'/ XPS' None Adhered Smooth Fleece (FBI Adhesive' Hot Asphalt Steel Yes Yes Yes Yes Yess Yes Yes Yes Yes Yes Yes Yess Yes Yes4 Yes Ves Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes3 Yes Yes Yess Yes Yes Yes Yes Yes Yes3 Yes Yes Yess Yes Yes Yes4 Yes Yes Yes3 Yes Yes Yes Yes3 Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes Yess Yes Yes Yes _ Yes Yes Yes Yes Yess Yes Yes Yes4 Yes Yes Yes Yes Yes Yes Yes Yes yes Lightweight Insulating Concrete Yes Yess Yes3 Yes Ves Yess Yes Yes Yes Yess Yes3 Yes Yes Yess Yes Yes4 Yes4 Yes Yess Yes3 Yes Yes Yes Yes Yes3 Yes Yes Cementitious Wood Fiber Yes yes Yes3 Yes Yes Yess Yes Yes Yes Yes M 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. ' Insulation/membrane can be installed in hot asphalt only when mopping to mechanically attached base sheet, Membrane attachment must be with water -based adhesive, W 6 Wood fiber insulation only, Includes 0lybond500® Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part. Roofing Adhesive, 'Includes 0lybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive 6 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 Fiber4/ perlite' EPS2/ XPS2 None Adhered Smooth Fleece (FB) Smooth BUR/MB Adhesive Hot Asphalt Yes Yes Yes Yes Yes Yes' Yes Yes Ves Ves Yes Yes Yes Yess Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single•Ply Membrane Yes Yes Yes Yess Yes Yes Yes Yes Yes Yes5 Yes Yes6 Yes Yes Yes Yes Yes Yes Yes Granule SurfacedYes BUR/MB Yes Yes Yes9 Yes Yes Yess Yes Yes Yes Yes9 Yes Yes Yes5 Yes Yes6 Yes Yes Yes9 Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB Yes Yes yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes5 Yes10 Yes6 Ves Yes Yes Yes Yes Yes10 Yes Yes Standing Seam Metal' Yes Yes Yes Yes5 Yes Yes Yes Yes Yes Yes s Yes Yes6 Yes Yes Yes Yes Yes yes Yes No hot attachment of XPS or EPS. 2 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, s Wood fiber insulation only, 6 Attachment of membrane must be with water -based adhesive. Includes Olybond500® Canister, LRF Adhesive 0, LRF Adhesive M, LRF Adhesive M Low Temp, and GAF 2-Part Roofing Adhesive. ° Includes Olybond500® Canister, LRF Adhesive M, and GAF 2-Part Roofing Adhesive Prime with MATRIX'" 307 Premium Asphalt Primer, 10 Fanfold is not acceptable. 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" (25 mm x 35.5 mm) 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 8 4'x8" (1.2mx2.4m) .5" 1.4"' (13 mm x 36 mm) 16 24 32 4'x8' (1.2 m x 2.4 m) 1" - 1.4" (25mmx35.5mm) 16 24 32 4'x8' (1.2mx2.4m) 1.5" 1.9" (38mmx48mm) 11 16 22 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 x 1.2 m) 1" - 1.4" (25mmx35.5mm) 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" (25mmx35.5mm) 16 24 32 4x8 (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 x 16 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 8 12 4'x4' (1.2 m x 1.2 m) 1" (25 mm) minimum 4 6 8 4'x8' (1.2 m x 2.4 m) 1/2" (12 mm) minimum 16 24 32 (continued next page) 95 Specification Tables &'Guidelines INSULATION ATTACHMENT TABLE - ADHERED SYSTEMS (CONT.) TYPE OF INSULATION FASTENER Deck Fastener Plate Penetration (minimum) Steel (Min. 22 gauge) DRILL TECTM (#14) or Standard (#12) 3" (76 mm) Galvalume 3/4" (19 mm) through the deck Wood — plank, O5B and plywood sheathing DRILL-TEC' (#14) or Standard (#12) 3" (76 mm) Galvalume 1" (25mm) thread into/through the deck Structural Concrete DRILL-TECTM (#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 11/2" (38 mm) thread into the deck Cementitious Wood Fiber DRILL-TEC`" Polymer GYPTEC"Fastener 3" (76 mm) Galvalume 1 1/2" (38 mm) thread into the deck 1 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 -INSULATED TPO ADHERED SYSTEPIS SPECIFICATION PLATE EVEROUARO' 1P0 MEMPRANE VEROUARD' ATMESN-k SU STRAT MENB PC ; • RE i;ZvER T rEA T FA R SULTION - iN51.1LAT , NON,INSULAT 60FB MANE ITNICKNESS AND TYPE) Pi • 6') 10 SMOOTH 1011, 00 1H AVE,' 4`, mi6 FLEEE BAC.K FM. EECE BA;;K . Ea: MI,. ftEECE 6AcK Ex Ex -RUE &LX &&fRM EX/ B. 6) EXTREME FLEECE BACK XFliz MI, Er NkimE Ft. F BAC,K 0 Air IO14TYP GUARANTEE LENGTH UP TO (YEARS) 13C; 6CFB 5CEX 5CEXFB 80 KFB KEY.Q i0EX 7: DONrs 80EX 80EXFB New 8 Tear -off only. Minimum 2 layers of insulation. Refer to the Guarantee Requiremerts Tat e cr acc1 ci req.iraments or extenoec4ength guarantees. 1/40 co MEMBRANETYP EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE E A A EVERGUARDs PVC MEMBRANE EVERGUARD. ADHESIVE CONSTRUCTION TYPE INSULATION MEMBRANE TYPE P ; PVC CONSTRUCTION TYPE N: NEW R ; RECOVER T ; TEAR OFF (COMPLETE) INSULATION I ; INSULATED N NON•INSULATED P FA R N 60FB EMBRANE ATTAC M FA ADHERED MEMBRANE (THICKNESS AND TYPE) 50; 50 MIL SMOOTH 60 c 60 MIL SMOOTH 80 ; 80 MIL SMOOTH 50FEI = .50 MIL FLEECE -BACK 60FB = 60 MIL FLEECE -BACK 80FB = 80 MIL FLEECE -BACK GUARANTEE LENGTH UP TO (YEA 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./sq. yd, (102 or 203 gisq.m.) polymat or VersaShield® Solon./ Fire -Resistant Slip Sheet. 2, New & Tear -off only. Refer to the Guarantee Requirements Table for additional requirements on extended length guarantees. EMBRANE TYPE INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON•INSULATED PVC ADHERED SYSTEMS SPECIFICATION PLATE EMBRANEATTACHMENT EVERGUARDI PVC MEMBRANE EVERGUARD° ADHESIVE ONSTRUCTION TYP INSULATION MEMBRANE TYPE P=PVC CONSTRUCTION TYPE N=NEW R = RECOVER T = TEAR OFF (COMPLETE) INSULATION I=INSULATED N = NON -INSULATED 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 60FB = 60 MIL FLEECE -BACK 80FB = 80 MIL FLEECE•BACK 50XK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH 80XK = 80 MIL SMOOTH 60XKFB = 60 MIL FLEECE -BACK 80XKFB = B0 MIL FLEECE•BACK GUARANTEE LENGTH UP TO (YEARS) 2 15 20 P FA N R T N 50 50FB 50XK 60 60FB 60XK 60XKFB 80 80FB 80XK 80XKFB MINIMUM MEMBRANE REQUIREMENTS Specification Tables & Guidelines LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE Decks For Direct Adhesion To Fleece -Back Membranes Only Notes Structural Concrete (New) Yes 28-day minimum cured time. Adhesion test required' 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** 1: 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) v : Polyisocyanurate (flat / tapered) Yes Maximum board size is 45(4' (12 m x1.2m) High -Density Polyiso Cover Board Yes 4)(8' (1.2 m x 2Am) boards approved High -Density Wood Fiber Yes DensDeck* Yes 4'x 4' (1.2 m x1.2 m) boards approved DensDecle Prime Yes 4'x 4' (1.2 m x1.2 m) boards approved SECUROCK* Yes 4'x 4' (1.2 m x1.2 m) boards approved Perlite Insulation Yes 3/4" (18 mm) minimum Extruded Polystyrene (XPS) Yes Expanded Polystyrene (EPS) Yes (continued next page) 100 LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE (CONT.) Decks For Direct Adhesion To Fleece -Back Membranes Only Direct Re-covery Asphalt Built -Up Roofs (Gravel must by removed) Notes Existing Smooth Surface Built -Up Roof (with no coating) Yes Adhesion test required' Existing Smooth Surface Built -Up Roof (with new asphalt glaze coat) Yes Adhesion test required' Existing Smooth Surface Built -Up Roof (with any type of coating) Yes Adhesion test required'-s Existing Gravel -Surfaced Built -Up Roof (over existing insulation) Yes Loose gravel removed + new insulation and adhesion test required' Existing Mineral -Surfaced Built -Up Roof Yes Adhesion test required' Existing Roof Insulation (after removal of existing roof) Yes Contact GAF Technical Services. Must be an approved insulation that is secured and not wet or damaged. SBS Modified Asphalt Roofs .; Smooth SBS Ply— Base or Cap Sheet (with sand surfacing with no granules or coating) Yes Adhesion test required' Smooth SBS Ply — Base or Cap Sheet (with new asphalt glaze coat) Yes Adhesion test required' Existing SBS Modified Bitumen Roofs (with any type of coating) Yes Adhesion test required'5 Existing Mineral -Surfaced SBS Modified Bitumen Roofs Yes Adhesion test required' (continued next page) 101 Specification Tables & Guidelines LOW-RISE FOAM (LRF) ADHESIVE SECUREMENT TABLE (CONT.) Decks For Direct Adhesion To Fleece -Back Membranes Only Notes APP Modified Asphalt Roofs Smooth APP Ply — Base or Cap Sheet (with sand surfacing with no granules or coating) Yes Adhesion test required' Smooth APP Ply — Base or Cap Sheet (with polyethylene surfacing) Yes Contact GAF Technical Services Existing APP Modified Bitumen Roofs (with any type of coating) Yes Adhesion test required"5 Existing Mineral -Surfaced APP Modified Bitumen Roofs Yes Adhesion test required' Coal Tar Built -Up Roaf Gravel -Surfaced Coal Tar Pitch Roof Yes • Loose gravel removed & new insulation. • Adhesion test required' • 1" ISO min. required for TPO • 1.5" ISO min. required for PVC EPDM Roof3 Yes Spatter pattern only S Ply Roof P.O/ PVC)° N/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. 2 Contact GAF Technical Services 800-766-3411 when using LRF in conjunction with a base sheet installation. 3Refer to Technical Advisory Bulletin TAB-2014-23 for further requirements. 4 The use of low-rise foam adhesives directly over an existing single -ply membrane is not acceptable by GAF. The use of LRF-M, OlyBond500° Canister, TPO LRF Adhesive M Low Temp and GAF 2-Part Roofing Adhesive can be utilized to attach new insulation/cover board to existing adhered polyiso insulation that has had its facer removed during the removal of an adhered single -ply roof system. s Excludes silicone coatings. PERIMETER SECUREMENT TABLE Building Width Building Height n Area Width Adhesive Bead Spacing 0-34' (0-10 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 EVERGUARV MEMBRANE ADHESION GUIDANCE TABLE Adhesive Type'Method' Application EverGuard' TPO EverGuard Extreme° TPO EverGuard' PVC EverGuard' PVC XI( EverGuard° PVC KEE Smooth Fleece•back Smooth Flee -back Smooth Fleece -Back Smooth Fleece -Back FverGuard°WB 181 Bonding Adhesive Roller Yes° Yes' Ye> Yes' No s Yes3 No Yes ' EverGuard Low VOC TPO Bonding Adhesive Roller Yes' No Yes' No No No No No EverGuard' g1121TPO Bonding Adhesive Roller Yes° No Yes' No No No No No EverGuard°g2331 PVC Bonding Adhesive Roller No No No No Yes' No Yes° No EverGuard° TPO 3 Square Low VOC Bonding Adhesive Roller Yes' No Yes4 No No No No No LRF Adhesive M Ribbon No Yes' No Yes' No 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 Yes3 No Yes3 No Yes3 No Yes' Spatter OlyBond500°Canister Ribbon No Yes' No Yes' No Yes' No Yes' Spatter Hot Asphalt Mopped No Yes' No Yes' No Yes' No Yes3 ' 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 PledgeTM 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. 'One-sided application: adhesive applied to top of substrate only. ° Two-sided application: adhesive applied to both top of substrate and bottom of membrane, s GAF 2-Part Roofing Adhesive (Cold Weather Formula) cannot be used for adhering single -ply fleece -back membranes. Note: The EverGuard° Membrane Adhesion Guidance Table is for information purposes only, and is not a substitute for adhesion testing and verification by the building 0 owner or its consultants to determine with certainty if the membrane is suitable for the particular needs of the building. W Specification Tables & Guidelines EVERGUARD® MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE Adhesive Type' Application Method2 Approximate Coverage Ratess Smooth' Fleece -backs EverGuard® WB 181 Bonding Adhesives 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) EverGuard6 Low VOC TPO Bonding Adhesive Roller 1/2 gallon per 100 — 120 square feet (3.4 — 4.1 Liter/ 10 m2) Not Approved EverGuard° #1121 TPO Bonding Adhesive Roller 1/2 gallon per 50 — 60 .square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved EverGuard° #2331 PVC Bonding Adhesive Roller 1/2 gallon per 50 — 60 square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved EverGuard6 TPO 3 Square Low VOC Bonding Adhesive Roller 1/2 gallon per 50 — 60 square feet (6.8 — 8.2 Liter/ 10 m2) Not Approved LRF Adhesive M7" (Including Low Temp)9 1 (25 mm) Wide Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 — 600 ft2 (37 — 56 m2) Bag -In -Box (A+B) Not Approved 1,800 — 2,200 ft2 (167 — 204 m2) Drum Not Approved 20,000 — 25,000 ft2 (1,858 — 2,322 m2) LRF Adhesive 07 1" (25 mm) Wide Continuous Wet Bead @ 12" (305 mm) o.c. Ribbon Spacing Cartridge Not Approved 400 — 600 ft2 (37 — 56 m2) Bag -In -Box (A+B) Not Approved 1,700 — 2,000 ft2 (158 — 186 m2) OlyBond500TM" Canister' Spatter Method Canister -In -Box (A+B) Not Approved 3,75 Ib. /100 ft2 (0.18 kg/ m2) GAF 2-Part Roofing Adhesive7.9 Spatter Method Canister -In -Box (A+B) Not Approved 3.75 Ib. /100 fti (0.18 kg/ m2) Hot Asphalt Mopped Not Approved 25 Ib. /100 ft2 (1.22 kg/ m2) (Notes continued next page) 104 Specification Tables & Guidelines EVERGUARD6 MEMBRANE ADHESIVE COVERAGE RATES GUIDANCE TABLE (CONT.) 1it is critical that the proper adhesive be used with each membrane type to prevent failure. Substitution of adhesives for different products and non -GAF branded adhesives is discouraged. Performance/adhesion failures due to adhesive substitutions will not be covered by the GAF Diamond Pledge' NDL. 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. 4 Apply to BOTH roof substrate surface and to underside of membrane. 5 Apply to the roof substrate surface ONLY. 6 Do not apply with EverGuard® Smooth PVC membranes. ' Refer to the Low -Rise Foam Perimeter Securement Table within this Guide for further perimeter bead spacing requirements. 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 0\ TPO SPECIFICATION TABLE • NEW CONSTRUCTION OR TEAR•OFF • BALLASTED SYSTEMS Deck Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose laid ISO Gypsum Board Wood Fiber/ Perlite EPS/ XPS 3 oz or 6 oz Polymat VersaShield' Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes TPO SPECIFICATION TABLE • RE-COVER • BALLASTED SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Membrane Type Loose Laid ISO Gypsum Board Wood Fiber/ Perlite' EPS/ XPS 3 oz or 6 oz 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 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 Yes Yes Yes Yes Yes Yes Yes Yes ' Roof moisture scan required for use of wood fiber/perlite in re-cover roofing systems. ' Re-cover over coal tar pitch roofs is not allowed. 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/ Perilte EPS/ XPS 3 of or 6 ozPolymat VersaShieid'Solo" None Smooth Fleece (FB) Steel Yes Yes Yes Yes Yes' Yes' Yes Ves Yes Yes Yes Yes Yes Wood Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Yes Yes Yes Yes Lightweight Insulating Concrete Yes Yes Yes Yes Yes1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes Yes Yes' Yes Yes Yes Yes Yes Ves Yes Yes Yes EPS/XPS in combination with a minimum 3 oz./sq. yd. (102 esp. 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 oz or 6 ozPolymat VersaShield® Solo' None Smooth Fleece (FB) Smooth BUR/MB Yes Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Single•Ply Membrane Yes Yes Yes Yes Yes' Yes Yes r Yes r Yes Yes Yes M Yes Yes Yes e Yes Granule Surfaced BUR/MB Yes Yes Yes Yes Yes2 Yes Yes Yes Yes Yes Yes Yes Yes Yes Gravel Surfaced BUR/MB" Yes Yes Yes Yes Yes' Yes3 Yes Yes Yes Yes Yes Yes Yes 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, 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 D448, No. 4, 3/4" to 1-1/2" diameter (19 - 37 mm) 10 lbs./sq. ft. (49 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer if ballast is reused ASTM D448, No. 2, 1" to 2-1/2" diameter (25 - 63 mm) 13 lbs./sq. ft. (64 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer if ballast is reused Interlocking extruded or autoclaved concrete pavers 12 lbs./sq. ft. (59 kg./sq. m.) 3 oz./sq. yd. (102 g./sq. m.) poly separation layer Heavyweight non -interlocking extruded or autoclaved concrete pavers 25 lbs./sq. ft. (122 kg./sq. m.) 6 oz./sq. yd. (203 g./sq. m.) poly cushioning layer STANDARD BALLAST SCHEDULE FOR BUILDINGS 34 FT. (10 M) OR LESS IN HEIGHT. — Urban, suburban, or rural exposure (no coastal areas). PARAPET HEIGHT CORNER PERIMETER FIELD 2"-12" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (51 - 305 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 12"-24" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (305 - 610 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 24"-36" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (610 - 914 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: For No. 2 stone, approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 4 stone. 110 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 lbs./sq. ft No. 2 10 lbs./sq. ft No. 4 (305 - 610 mm) (64 kg./sq. m.) (64 kg./sq. m.) (49 kg./sq. m.) 24"-36" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (610 - 914 mm) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: Approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 2 and No. 4 stone. STANDARD BALLAST SCHEDULE FOR BUILDINGS 78 FT. TO 100 FT. (21 M TO 30 M) IN HEIGHT. — Urban, suburban, or rural exposure (no coastal areas). PARAPET HEIGHT CORNER PERIMETER FIELD (51 - 305 mm) Interlocking Pavers Interlocking Pavers Interlocking Pavers 12"-24" (305 - 610 mm) Interlocking Pavers Interlocking Pavers Interlocking Pavers 24"-36" 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 13 lbs./sq. ft No. 2 (610 - 914 mm) (64 kg./sq. m.) (64 kg./sq. m.) (64 kg./sq. m.) 36"-72" 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 10 lbs./sq. ft No. 4 (914 mm - 1.8 m) (49 kg./sq. m.) (49 kg./sq. m.) (49 kg./sq. m.) Note: Approved lightweight interlocking concrete pavers or heavyweight standard concrete pavers are acceptable alternatives for No. 2 and No. 4 stone. Approved lightweight interlocking concrete pavers installed over entire roof area requires special approval by Technical Services and by paver manufacturer. 11 1 ETY aIIasted vstems INSULATED & NON -INSULATED TPO BALLAST APPLIED SYSTEWS SPECIFICATION PLATE RAI I AET MEP1RE ATT $11P;)HEEr FIREIIAMER IV REQUIRED) EV KALI 11)0 MEIVERAtiC 'DHS1HAll: El IP $REEr OR FIRE EARNER Or REQUIRED) IMSULA11 tP0 ;,f.0 rb'ER • 'Eki) T BA R I 60FB KAtat ATTAMENI ,koP. .4.5. 4 LF: Ei".; +451AL t,1,1(X:'h i 411. 45Ft • 4`,.4L. FLEE E EIACf, ; th PALLLEEke.: KFe YU, F,E;CE Er."1-bE E fr,):EX 14Il ilrRNE b5 Y.EgB.;i4Il riEPE FJEZ,E PACK , GUARANTEE LEWIN UP TO yEARS) 2 25 0, BA N R T 45 45F8 6C 6CFB SCEX 5OEXFB mitaitiM kiEmoRmiE ReQuI 8)P 5 ;:EX ?r,Ex trf. SAFE hers 1. New & Tear -off. Minimum 2 layers of insulation, Refer to the Guarantee Requirements Table for am tional rKuirerr ems or ar.e.n deo -fang 9,arames! Note If reusing hallo: Slip sheet or lire barrier required; 3 or 6 oz.isq. o1 102 or 203 gisq m poiyma: or '+tersaE lied `Solo 3 Firi•Rerii$Iar: 5 p Sheet. 80EX OEXFB MEMBRANE TYPE EXCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE BALLAST EMBRANEATTACHME SLIP SHEET OR FIRE BARRIER (IF REQUIRED) EVERGUARD` PVC MEMBRANE SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) CONSTRUCTION TY 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 EMBRANEATTACHMENT BA = BALLAST APPLIED 50 50FB MEMBRANE (THICKNESS AND TYPE) 50= 60 = 80= 50FB 60FB 80F8 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE -BACK 60 MIL FLEECE•BACK GUARANTEE LENGTH UP TO (YEARS) 60 60FB MINIMUM MEMBRANE REQUIREMENTS 80 80FB 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.lsq.m,) polymat or VersaShield0 Sold"' Fire -Resistant Slip Sheet. W2. New & Tear -off only. Refer the to Guarantee Program section for additional requirements on extended length guarantees. P INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC BALLAST APPLIED SYSTEMS SPECIFICATION PLATE BA SLIP SHEET OR FIRE BARRIER (IF REQUIRED) EVERGUARDc PVC MEMBRANE SUBSTRATE SLIP SHEET OR FIRE BARRIER (IF REQUIRED) NSTRUCTION TYPE N T INSULATION N MEMBRANE TYPE P PVC CONSTRUCTION TYPE N ;NEW R RECOVER T TEAR OFF (COMPLETEI INSULATION I ; INSULATED N NON•INSULATED P BA R N 60FB MBRANEATTACHMENT ST APPLIED 0 50FB 50XK MEMBRANE (THICKNESS AND TYPE) 50 60 80 50FB = 60FB 80F8 50XK 60XK 80XK 60XKFB 80XKFB 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 50 MIL FLEECE -BACK 60 MIL FLEECE•BACK 80 MIL FLEECE -BACK 50 MIL SMOOTH 60 MIL SMOOTH 80 MIL SMOOTH 60 MIL FLEECE -BACK 80 MIL FLEECE -BACK GUARANTEE LENGTH UP TO(YEARS) 60 60FB 60XK 60XKFB MINIMUM MEMBRAI4E REQUIREMENTS 80 80FB 80XK 80XKFB 1. For a non -insulated re-cover smooth membrane only: S ip sheet or fire barrier required; 3 or 6 oz./sq. yd. (102 or 203 gisq.m.) polymat or VersaShield® Solon,' 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/ XPS' VersaShield• Solo" None Smooth Steel' Yes Yes Yes Yes Yes Yes Wood" Yes Yes Yes Yes Yes Yes Yes Yes Structural Concretes Yes Yes Yes Yes Yes Yes Yes Insulation is mechanically attached using the Drill•Tec'' RhinoBond® Attachment System, Cover board required for EPS/XPS. The use of this board in the assembly is acceptable, but not as the top layer unless RhinoBond6 cardboard disc is used. 1/1 Minimum 22.gauge steel deck required. Minimum 3/4" (19 mm) plywood or 2" (51 mm) wood plank required, s 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 , 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 Ves Gravel- Surfaced BUR/MB' Ves Yes Ves Yes Yes Yes Yes Standing Seam Metal (22 ga.) Yes Yes Yes Yes Yes Ves ' Insulation is mechanically attached using the Drill-Tet'm 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, ORAL"TEC'M RHINOBOND'ATTACHMENTSYSTEM • 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 3J4" (19mm) Plywood 525 Ibf (238 kgf) Drill•Tec'" HD #14 3" (76 mm) Drill -Tee RhinoBond Plate 1" (25 mm) Thru Deck 8,12,16 N/A N/A 2" (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) 450 Ibf (204 kgf) Drill-Tec"XHD #15 3" (76 mm) Drill -Tee RhinoBond'Plate mm 3/4(19 Deck Thru 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-Tec RhinoBond'Plate 3/4" (19 mm) Thru Deck 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')) 700 Ibf (317 kgf) Drill -Tee HD #14 3"(76 mm) Drill-Tec RhinoBond' Plate 1" (25 mm) Into Deck „ [3/16 (4.7 mm) Pre drilled hole required] 6, 9,12 6,10,15 8,15, 20 - - 6, 9,12 900 Ibf (408 kgf) DrIII-Tec"CD•10 a 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-Tec'" RhinoBond® Attachment System is not acceptable for gypsum, lightweight insulating concrete, cementitious wood fiber, or 0SB 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 DrilI1ecTM RhinoBond® Plate is used to attach rigid insulation to roof decks, The special TPO coating on the plates allows for EverGuard® TPO membrane to be welded to each plate using the RhinoBond® magnetic induction welding tool, Drill- Tec"' RhinoBond® Plates are different in type and color: TPO plates are a yellow/ green, while the PVC plates are black in color, The appropriate plate must be used with the appropriate membrane type. 'Consult FM•Approvals, ROOFNAV listings, and FM LPDS 1-28 and 1-29 for detailed installation requirements and recommendations for FM -approved installations. DRILL•TECrMRHINOBOND'ATTACHMENT SYSTEM- METAL ROOF RETROFIT Max. Purlin & Fastener Row Spacing Uplift` Purlin Type' Drill•Tec" Purlin Fastener & Drill•Tee 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) Min,14 ga, (50 ksi) Min. 12 ga, (36 ksi) 18" (452 mm) 10,5" (267 mm) 7" (178 mm) 90 psf Min, 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, ga. (50 ksi) Min, 12 ga. (36 ksi) 6" (152 mm) ' Consult FM Approvals, ROOFNAV listings, and FM LPDS 1.28 and 1.29 for detailed installation requirements. ' Membrane must be attached to the Drill-Tec'M RhinoBond' Plates that are installed directly into structural purlins with appropriate Drill-TecTM Purlin Fastener. The special TPO coating on the plates allows for EverGuard' TPO membrane to be welded to each plate using the RhinoBond' magnetic induction welding tool. Drill-TecTM RhinoBond' Plates are different in type and color: TPO plates are a yellow/green, while the PVC plates are black in color, The appropriate plate must be used with the appropriate membrane type. 3 Fastener pull-out testing must be conducted by the roof fastener manufacturer. Minimum 1" (25 mm) Drill-TecTM Purlin Fastener embedment is required. DRILL,TEr RHINOBOND°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 m1) " Drill -Tee #14 1,0 in. (25 mm) into 2 x 8 in. (51 x 203 mm) support [1,5 in. (38 mm) through plywood decking joint and into lumber] 60 psf EverGuard'TPO, EverGuard Extreme'TPO 24 in, (610 mm) 48 in. (1.22 m) Drill -Tee ' RhinoBondTPO XHD 8 ft' (.743 m') " Drill -Tee #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 IumberJ 75 psf EverGuard'TPO, EverGuard Extreme'TPO 36 in, (914 mm) 24 in, (610 mm) Drill•Tec" i Rhndond'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 Extreme' TPO 24 in, (610 mm) 24 in. (610 mm) Drill•Tec" 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 EverGuard'TPO, Extreme'TPO 18 in. (452 mm) 24 in,3 (610 mm) Drill•Tec" RhinoBond PVC XHD ft' (,279 m') Drill-Tet" #14 0.75 in, (19 mm) into 2 x 8 in. (51 x 203 mm) support [1,25 in. (32 mm) through plywood decking joint and into lumber) 165 psf EverGuard' PVC Smooth, EverGuard' PVC XK, EverGuard'TPO, , EverGuard Extreme'TPO ' Drill -Teem RhinoBond® test results with fasteners driven into 2 x 8 in. (51 x 203 mm) wood joists over 15/32" (11.9 mm) plywood. Membrane must be attached to the Drill•TecTM RhinoBond® Plates that are installed directly into structural wood joists with Drill•TecTm #14 Fasteners. The special TPO coating on the plates allows for EverGuard® TPO membrane to be welded to each plate using the RhinoBond® magnetic induction welding tool, Drill•TecTm RhinoBond® Plates are different in type and color: TPO plates are a yellow/green, while the PVC plates are black in color. The appropriate plate must be used with the appropriate membrane type. 'Fastener pull-out testing must be conducted by the roof fastener manufacturer. INSULATED & NON -INSULATED TPO DRILL-TECRHINOBOND'ATTAC!IMENT SYSTEM SPECIFICATON PLATE t A H ilMfd f6.104, LkJLLILG, 11110biitlu' FA5IENERS 1:14140y0LAHom ireil AMOK' SUBSTRATE TRUTION TYP 1 10 Pr„ • PF,C;'.tfi ' Al, r"ol• ',i,,01,1V,,17!F; I - ,CO T RB R 60 MEMBRANE ATTACHMENT ;la • F,•[1vCi.!OND' GUARANTEE LENGTH UP TO :1ILSko00TH • 6.; N , 51AV), te: S1A0n. ErREVE 61)1 6;1N , Ex7F4ME 7.3V: 711 hu, triz t 5.: NI, Ek-REIAE 2 RB N R T N 45 60 50EX 80 60EX 80EX 70EX MINIMUM MENERANEPEOUIREMENTS 1, New & Tear•off only. Minimum 2 layers of Insulation, Refer to the Guarantee Requirements Tate for adolLonal req.: itements or extencee-lengt' g:arar tees E.E.2..JDES NIENIP.ANES FE C.;1r INSULATED & NONHNSULATED PVC DRILL.TEC RHINOBOND 'ATTACHli ENT SYS'EM SPECIFICATION PLATE MEMRAt IYP PANE ATTACHMENT EVERIAARD' NT. MEMBRANE RATE AEI DEO EAANERS ENEROCIOARITu NEAR ATM SUBSI BAIL CONSTRUCTION N MEMBRANE TYPE - NEOr 'EAR :Yr INSULATION 1 • hAJLATLZ: P RB R N 60 RANE TTA ' taj- 1•9111{,',41)141! MEMBRANE (THICKNESS AK TYPEI ',I; • K • IK 411 UIL Si.1:41)1 !yiot)I r I ARANTE LE QIN UP TO IYEARSI 15 20 P PW N T N 50 60 80 MINIMUM MEMBRANE REQUIREMENTS 1. For a non -insulated re-cover smooth membrane only: Slip sheet or fire barer req,nred: 3 or 6 oz isq. yd. 1:02 or 2C3 ) po yrnst or VersaShiele Solo 1" Fire -Resistant Slip Sheet. 2. New & Tear -off only. Refer to Guarantee Program seclIon for additional reou rerrerts on extencec tirgth gJarartees. ra N INCLUDES COLORED MEMBRANES AND THE STATE OF FLORIDA INSULATED & NON -INSULATED PVC DRILL-TEC RHINOBOND ®ATTACHMENT SYSTEM SPECIFICATION PLATE MEMBRANE TYPE EMBRANEATTACHMENT EVERGUARD PVC MEMBRANE PLATE WELDED DRILL•TEC" RHINOBOND° FASTENERS ENERGYGUARD" INSULATION! SUBSTRATE CONSTRUC INSULATION MEMBRANE TYPE P PVC CONSTRUCTION TYPE N=NEW R = RECOVER T =TEAR OFF (COMPLETE) INSULATION I=INSULATED N NON -INSULATED P RB R N 60 MEMBRANE ATTACHMENT rr 8-RHINOSOND 50 50XK MEMBRANE (THICKNESS AND TYPE) 50= 50MIL SMOOTH 60= 60 MIL SMOOTH 80 = 80 MIL SMOOTH 50XK = 50 MIL SMOOTH 60XK = 60 MIL SMOOTH 80XK = B0 MIL SMOOTH GUARANTEE LENGTH UP TO (YEARS) 60 60XK MINIMUM MEMBRANE REQUIREMENTS 80 80XK 1. For a non -insulated re-cover smooth membrane only: S ip sheet or fire barrier required; 3 or 6 oz,lsq, yd. (102 or 203 g,sq.m,) polymat or VersaShield° Solo TM Fire -Resistant Slip Sheet. TPO ATTACHMENT TABLE • NEW CONSTRUCTION OR TEAR•OFF • EVERGUARD® FREEDOM'' SYSTEMS Deck Insulation/Substrate Attachment Insulation/Substrate Mech. Fast. Adhesive' Hot Asphalt ISO - Gypsum Board' Wood Fiber' EPS/ XPS' Nones Steel Yes Yes Yes Yes Yes Wood Yes Yes Yes6 Yes Yes Yes Yes Yes Structural Concrete & Gypsum Yes Yes Yes Ves Yes Yes Yes Lightweight Insulating Concrete Yes Yes Ves Yes Yes Yes Yes Yes Cementitious Wood Fiber Yes Yes Yes2 Ves Yes Yes Yes Yes Includes Olybond5OO' Canister, lRF-M, and GAF 2-Part Roofing Adhesive, 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 • RECOVER • EVERGUARD® FREEDOM'' SYSTEMS Existing Roofing System Type Insulation/Substrate Attachment Insulation/Substrate Mech Fast. Adhesive' Hot Asphalt I50 Gypsum Board' Wood Fiber' EPS/XPS' Smooth BUR/MB Yes Yes Yes Yes Yes Yes5 Yes Single -Ply Membrane Yes Yes Yes Yes5 Yes Granule- Surfaced BUR/ MB Yes Yes Yes Yes Yes Yes5 Yes Gravel- Surfaced BUR/MB Yes Yes Yes Yes Yes Yes5 Yes Standing Seam Metals Yes Yes Yes Yes5 ' Includes OiyBond5OO6,1RF•M, and GAF 2-Part Roofing Adhesive, For faced boards, glass mat facer required for self -adhered membranes. Roof moisture scan required for use of wood fiber in re-cover roof systems. Overlay board required with EPS/XPS, unless StormSafe Anchor Sheet is used. XPS is the only material allowed as flute fill with overlay board required. 6 For base insulation only. Do not adhere Freedom directly to wood fiber, INSULATION ATTACHMENT TABLE - FREEDOM' SYSTEMS NUMBER OF FASTENERS Insulation Type Board Size Thickness Standard Attachment Fasteners/Board FM Attachment Fasteners/Board Field Perimeter Corner Field Perimeter Corner Polyiso 4'x4' (12mx1.2m) 1" - 1.4" (25mmx36mm) 8 12 16 4'x4' (L2mx12m) 1.5 -1.9 (38 mm x 48 mm) 6 8 12 8 12 16 4'x4' (1.2mx12m) 2" (51 mm) minimum 4 6 8 4 6 8 4'x8' (12mx2.4m) .5"-1.4" (13 mm x 36 mm) 16 24 32 4'x8' (12mx2.4m) 1.5" 1.9" (38 mm x 48 mm) 11 18 22 16 24 32 4'x8' (1.2mx2.4m) 2" (51 mm) minimum 8 12 16 8 12 16 EPS/XPS' 4'x4' (12mxl2m) 1" - 1.4" (25 mm x 36 mm) 8 12 16 4'x4' (12mx12m) 1.5"-1.9' (38 mm x48 mm) 6 8 12 4'x4' (1.2mxL2m) 2" (51 mm) minimum 4 6 8 4'x8' (12mx2.4m) 1" - 1.4" (25 mm x 36 mm) 16 24 32 4'x8' (12mx2.4m) 1.5" - 1.9" (38 mm x 48 mm) 11 18 22 4'x8' (12mx2.4m) 2" (51 mm) minimum 8 12 16 Requires a coverboard (continued next page) 125 Specification 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 '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 EVERGUARD®FREEDOM TP0 SELF ADHERED SYSTEMS SPECIFICATION PLATE MEMBRANE ATTACHMENT EVERGUARD°FREEDOMTM TPO MEMBRANE NSTRUCTION HEAT•WELDED LAP STORMSAFE'ANCHOR SHEET (IF REQUIRED)' SUBSTRATE MEMBRANE LAPS MEMBRANE TYPE T=TPO CONSTRUCTION TYPE N=NEW R = RE-COVER T=TEAR•OFF (COMPLETE) INSULATION I=INSULATED N = NON•INSULATED T SA R I 45HW EMBRANEATTACHMENT A -SELF ADHERED MEMBRANE (THICKNESSAND TYPE) 45 HW = 45 MIL (HEAT•WELDED LAPS) 60 HW = 60 MIL (HEAT•WELDED LAPS) 80 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 SSteI. w4111444 INSULATED & NON -INSULATED EVERGUARD®FREEDOM TmTPO SELF ADHERED SYSTEMS SPECIFICATION PLATE MEMDRANETYPE MEMBRANE ATTACHMENT EVERGUARDIFREEDOP TPO MEMBRANE - -CONSTRUCTION TYPE RAPIDSEAM" TECHNOLOGY SELF -ADHERED LAPS STORMSAFE'ANCHOR SHEET (IF REQUIRED) SUBSTRATE NSULATION MEMBRANE TYPE T TPO CONSTRUCTION TYPE N. NEW R RE-COVER T TEAR -OFF (COMPLETE) INSULATION I s. INSULATED N s NON -INSULATED T SA R I 45SA EMSRANEATTACHME SA . SELF ADHERED MEMBRANE (THICKNESS AND TYPE) 45 SA 45 MIL (SELF -ADHERED LAPS) 60 SA . 60 MIL (SELF -ADHERED LAPS) GUARANTEE LENGTH UP TO RS) 10 45 60 MINIMUM MEMBRANE REQUIREMENTS * Refer to the EverGuard® Freedom T/4 Self -Adhered Systems Manual for detailed anchor sheet requirements. Section 4: Installation 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 ADHESION TESTING GUIDELINES AND PROCEDURES Purpose *Testing is required to ensure foam adhesive will bond to a given substrate. • GAF requires roofing contractors (or a qualified third party) to conduct an adhesion test prior to registering a GAF Diamond PledgeTM Guarantee. Guidelines • Do not use adhesive to install roofing materials on any roof deck or other substrate that shows signs of deterioration or loss of integrity. • GAF recommends that contractors keep test results on file to be submitted to GAF upon request. Submission of results to GAF is not required in the ordinary course; however, GAF may request them on a job -to -job basis. Failure to perform the required testing or to be able to produce the test results may delay or prevent the issuance of a GAF Diamond pledgeTM Guarantee. • GAF may at its sole discretion require additional testing prior to the job start or prior to issuance of a GAF Diamond PledgeTM Guarantee in accordance with ANSI/SPRI IA-1 2010 Standard Field Test Procedure for Determining the Mechanical Uplift Resistance of Insulation Adhesives over Various Substrates - V2. Procedures: Acceptable Adhesion Test Methods are outlined below: 1. GAF Preferred Test Method: "Shovel Test" Materials: *Adhesive - Low Rise Foam (LRF) • GAF 2-Part Roofing Adhesive • LRF Adhesive M • LRF Adhesive 0 •TPO LRF Adhesive M Low Temp • OlyBond500® Canister • Or other GAF approved adhesive(s) • Square edge shovel or similar • Minimum 12" x 12" (305 mm x 305 mm) piece(s) of minimum 1 Ya" (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 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 Head 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 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® 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. 1 34 *Chemical Based Contamination: Membrane that is cOO18FOiM8t2d with bonding adhesive, asphalt, flashing cement, grease and oil, and most other contaminants usually cannot bpcleaned sufficiently tOallow 8n adequate heat -weld LQthe membrane surface. Removal and replacement gfthe membrane isindicated iDthese situations. Summary of Cleaning Recommendations Type of Contamination Membrane Cleaner Method General Cleaning/Tips Light °TPO:EverGum,dm TPOSeam Cleaner or 6e,Goa,d°C|eanWe|d" Conditioner (low VOC) • PVC: k8EKoracetone Clean with cloth moistened with membrane cleaner. Allow solvents toflash off. aRinse area thoroughly with clean water. ° Use white terry cloth; avoid use ofindustrial cleaning cloths. Dirt -Encrusted • TpO:EverGuand" TpO Seam Cleaner or Eve'Gua,d' C|eanWe|d'" Conditioner (low vOC) • PVC: xxExoracetone Scrub with low -residue cleaner (4Ogm)using a mildly abrasive pad. w Clean with cloth moistened with membrane cleaner. ~ Allow solvents »oflash Off- ° Colored cloths can transfer the dye inthe cloth Uothe area tnbe welded and should not be used. -Donotovpr-osedcths; dispose ofcloths when dirtu ° Use scrub brushes sparingly asthey can damage the membrane. mDrying time for cleaner increases 3'5minutes for ° " every1O F('12Z qdrop � intemperature. ' Weather or Oxidized •TPo:Eve,Gua,d" TpOSeam Cleaner or Eve,Guandm[|eanWe|d" Conditioner (low vO[) • PVC: [NEKoracetone w Scrub with |ow'residue cleaner (4O90)using a mildly abrasive pad. ° Clean with cloth moistened with membmnedeanec Chemical Based ~ Not Recommended; consult GAF ° Remove and replace membrane Note: Ambient conditions are akey variable inthe time ittakes for the cleaner todry prior oowelding. 135 Installation HEAT -WELDING THERMOPLASTIC MEMBRANE GUIDELINES Successful hot air welding requires the use of specialized, properly maintained and adjusted equipment operated by experienced personnel familiar with hot air welding techniques. Achieving consistent welds is a function of ensuring that the roofing membrane surface is clean and prepared for heat -welding, conducting test welds to determine proper equipment settings, and evaluating weld quality after welding has been completed. Equipment Welding equipment consists of three main components: power supply, hot air welder (either automatic or hand-held), and extension cords. The newest automatic welding equipment provides improved control of speed, temperature, pressure, and membrane. The use of the latest model of automatic welder is highly recommended. Older models may not achieve consistent welds. Follow the equipment manufacturer's recommendations regarding correct equipment operation and adjustment. • Current generation automatic hot-air welder (recommended) • Minimum Power Supply: 220 volts, 30 amps, 10,000 watt continuous • Current generation hand-held hot-air welder (recommended) • Minimum Power Supply: 110 volts, 15 amps, 2500 watt continuous • Commercial Grade 10,000-watt voltage -controlled generator (minimum) • THD (Total Harmonic Distortion) rating should be six (6) or less for quality welds • 240v & 120v Outlets • GFCI Line Cords • Volt Meters • Extension Cords • Automatic Welders - #10 wire with a standard plug configuration. Maximum 100' (30.5 m) in length. • Hand -Held Welders - #12 wire with a standard plug configuration. Maximum 100' (30.5 m) in length. • For longer lengths, consult an electrician for line voltage drop. Heavier -gauge extension cords are likely to be required. • Silicone Hand Roller (used in conjunction with hand-held welders) • Ensure that the roller is in good condition. Rollers with rounded edges should be replaced. A stable power supply of adequate wattage and consistent voltage is critical to obtaining consistent hot air welds and to prevent damage to the welder. The use of a contractor -supplied portable generator is recommended, although house -supplied power may be acceptable as well for hand -welding. Do not connect to a power source that is: • Used for other equipment that cycles on and off. • Is subject to momentary disruptions or power surges. 1 36 • Incapable of providing sufficient power. • THD greater than six (6) may lead to fluctuations which may impact welding Note: Outdated welding equipment and inadequate or fluctuating electrical power are the most common causes of poor seam welds. Equipment Maintenance • Owner maintenance of welding equipment includes keeping the equipment safe from physical abuse and damage from the elements, keeping the welding nozzles clean from membrane residue, keeping the air filters free from clogging, and replacing heating elements when needed. • Follow the equipment manufacturer's recommendations regarding other aspects of equipment maintenance and repair (i.e., motor brushes, switches, belts, etc.). • Store welding equipment in weather tight tool boxes. Tool boxes for automatic welders in particular should be fitted with cushioning foam material to protect the welder during transit and hoisting operations. • Clean welding nozzles on a daily basis with a wire brush. Nozzles have a tendency to retain membrane residue on their surfaces. This buildup of residue can interfere with welding practices if not removed. • Clean air filters on a weekly basis. Clogged air filters restrict air flow. This prevents the welding tool from operating efficiently, and can cause the fan motor to overheat. • Heating elements are readily field -replaceable. Heating elements are vulnerable to both physical and thermal shock, particularly if the welder is shut off without first being allowed to cool down. Equipment Settings Setting up a hot air robotic welder properly is key to having a properly installed roof and performing test welds is one of the most important steps. Making appropriate adjustments before you begin the final welding process assures that the correct combinations are achieved. • The correct speed and temperature settings for automatic welders are determined by preparing test welds at various settings. The welds are tested by application of pressure causing the seam to peel apart. A satisfactory weld will fail by exposing the scrim reinforcement called a "film tearing bond." A deficient weld fails by separating between the two layers of the membrane. • Adjustments to Equipment Settings —many factors will affect the settings: thicker membranes, lower air temperatures, and overcast skies will generally require a slower speed than would be required with thinner membranes, higher air temperatures, and sunny skies. The slower speed provides additional heat energy to compensate for heat -draining conditions. For initial automatic air welder setting, use the formula below: • Speed Formula: (ambient temp/10)+2 = FPM (Feet Per Minute) • Example: (80/10)+2=10FPM for an 80°F (26°C) day. 137 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 • 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 [Le., 1/8" (3 mm)] bleed -out of the bottom membrane layer. TPO should exhibit no bleed out. • Physical probing involves the use of a blunt pointed seam probe such as a dulled cotter pin puller. The weld must be allowed to cool before being probed. The probe tool is pressed with some force against the weld edge and drawn along the seam. The probe tool will enter into the heat -weld area between the two layers of membrane at locations where the seams are partially welded when a "void" is found. The probe tool can then be used to open up the seam area until a solid weld is encountered. Note: Seams must be probed prior to the application of EverGuard® cut edge sealant on TPO. • Seam test cuts involve removing a small portion of a welded seam once it has cooled and peeling the seam apart. Cut a sample strip across the seam approximately 1" (25 mm) wide by 10" (254 mm) long. Apply even pressure to peel the seam apart and evaluate the weld. A satisfactory weld fails by exposing the scrim reinforcement. A deficient weld fails by separating between the two layers of membrane. • Defects may be corrected by heat -welding a piece of UN-55 membrane over the deficient weld area the same day. The deficient weld may be re -welded only if the seam interior has not been contaminated by the presence of dirt, bonding adhesive, asphalt, etc. 140 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 Results • Acceptable welds — only those with full film tearing bonds (Fig 4-5) • Unacceptable welds — may have partial welds or may be cold welds (Figs 4-6 & 4-7) Fig. 4-5: Acceptable Weld Fig. 4-6: Partial Weld Fig. 4-7: Unacceptable Weld Adjustments to the Hot Air Robotic Welder Settings • Only make one change at a time and avoid changing heat and speed together. • If you are welding at 1,148°F (620°C) and do not get a good weld, do not automatically adjust the speed because the temperature may be too high. Lowering the temperature or increasing speed may be a necessary adjustment. • If the weld is greater than 1.5" (38 mm), you may have the temperature too high and this could lead to a failed weld over time. • Having too much weight on the automatic hot-air welder combined with too high of a speed setting can potentially cause wrinkle issues in the weld area. 142 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 ater 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 Fig. 4-8: Seam Probing 144 Fig. 4-9: Marking Voids WALKWAY INSTALLATION Fig. 4-11: Welding along non - textured ends Fig. 4-12: Nand -welding Rooftop traffic can be harmful to the completed roofing. Protect completed roofing from other trades and routine maintenance traffic on the roof. • Installation of walkway pads are required at the 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 COLO 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. 1 46 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: ^TP Roof Area: 1-Seams 2-insulation/Fastening 3-W@ll/CUrbF|@5hiDgs 4-Perimeter Metal/Scuppers 5-Pipe Fla5hings/Pitch Pans 6-Drains 7-Terminations 8-Fieldmfroof 9-Corners 10-Ballast 11-OtherConditiOnS The following tables list potent/al problems that may be identified and provide a remedy to correct the problem. Area Description o0Problem Corrective Action Seams VoidsfoundxxhenpnzbinQ�e(ds �ea��pair�sp�.U�u�uppo�� membrane. VoidsinseamatT�ointintemecdons [|ean/repairtospe�Use unsuppoMed membrane. Cut edge ofreinforced TPOnot sealed Clean and install T9OCut Edge Sealant. Excessive bleed out caused damage to sheet Clean/repair tospec. Seams not positioned properly/correct overlapping Clean/repair tmspec. Bonding adhesive contaminating welded seam Clean/repair tospec. Missing in -seam fastener prspaced incorrectly Add fasteners tomeet spec. Clean and patch accordingly. |n-seamupecno�in�a||edperspec� Install discs tospec Clean and patch accordingly. Wrinkle orair packets found in 1 S^' ' (]8mm)seam Clean/repair tospec. Missing 1/2sheets per system requirements ' Install fastening at5' (1.5 M) intervals tomeet requirement. Clean and strip tospec. 148 Installation, °� ^ ~~~�|"==~^' '-'' INSPECTION ISSUES (CONT.) Area Description mfProblem Corrective Action Insulation/ Fastening Wet insulation Remove &replaceinsu|adon/ 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" (2Smmn)spec. Call GAF Field Services Manager for written instructions. Unsecured orinsufficiently installed fasteners Remove and replace fastener. Clean/repair tospec. Bowing nrdamaged 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|aminadng 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 Wall/Curb F|ashings Voids found when probing flashing seams C|ean/repairtpspec� Voids found atT-jo)nts Clean/repair tospec. 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 tnspec. Flashing seam isless than Z^(S1mm) pa»tseamp|ate [|ean/repairtospec . Curb/wall flashing ismissing base attachment install base attachment tospec. Clean and strip -in tospec. Conduits orother penetration protruding the wall/curb flashing Install field fabricate pipe flashing orpipe boot. High wall flashing ismissing attachment Install mechanical attachment 1I~ (3OSmn)o.c.over wall flashing. Strip in attachment Missing in -seam fastener orspaced incorrectly Add fasteners tnmeet spec. Clean/repair tnspec. Unadhenedm/aU � Cut open affected area. Clean/repair 149 " INSPECTION ISSUES (CONT.) Area 4 Description of Problem Corrective Action Perimeter Metal/ Scuppers Voids, wrinkles, burns otcoated metal weld Clean/repair toSpec. Continuous clip missing behind face of metal Face fasten metal 12^(3OSmnn)oz. Use approved fastener. Nonai|erpnesentunderrneta|�an�e Remnmveperimeter metal, insu|adon and install appropriate sized nailer. Termination bar not installed |nutaUtoSpec U'e.fastener spacing, ' caulk missing). Flashing does not extend amin. ofJ" (S1mm) past flange onto deck Install proper edge detail OashinQs to Spec. 6" (1SJmrn)wide strip ofEverGuapd" Detailing Membrane missing atTPOtape overlaps Install 6" (1SJmm)wide strip of EverGuardODetailing Membrane to spec. Caulk orCut Edge Sealant missing at metal overlaps and tjo|ntpatches Install ExerGuamd'F|ex5ea|Caulking to Spec. Brid8edTP�tap�atan�|echan�e Cut bridged tape and dean/patch to Spec. FishmouthuinTPOtape due towrinkles nrchanges inheight ofTPOdeck sheet Install TPQcover tape patch over effected area, caulk entirely. Poor adhesion ofTPOcovertape Remove aUpoorly adhered TPOtape, clean, prime and install toSpec. Improperly fastened Install approved fastener 12^(305mm)o.c. Non -hemmed edge incontact withTPO/PVC Remove all metal, install s|ipshwets under metal, reinstall toSpec. Missing drip edge atgutter Replace with gravel stop, scuppers. Seam inmetal sleeve installed ondeck install slightly smaller 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 toSpec. INSPECTION ISSUES (CONT.) Area S Description of Problem Corrective Action Drains VVatedz|ockprF|ewSea|Caulking missing, non -approved caulking Install one full tube ofxvater6|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 to spec. Area Description of Problem Corrective Action PipeF|ash|ngsy Pitch Pans Voids found when probing flashing seams Clean/repair tospec. Voidhounda�T�oints Oean/repairtuspec, use unsupported membrane. Cut edge ofreinforced TP[>not sealed Clean and install TPOCut Edge Sealant. Field fabricated pipe flashing less than 8° (203mm) Extend pipe wrap to8^ (�O3 mnn\. ' ' Field fabricated pipe flashing missing target Remove wrap, install target, rewrap pipe flashing. Pipe boots and field fabricated missing m/atentop, clamps orcaulking Install 1ospec. Lead flashing left onpipe Remove pipe flashing and lead, reinstall new pipe flashing tpspec. 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 setup Dig out soft filler and ,epou,tocurrent spec. Non -GAF filler used Completely remove filler and refill to GAF spec. Pan not filled totop Clean existing filler, prime and fill to top. Filler poured around line insulation Cut out insulation and filler around line and repnuc Less than 1^(2Smm)separation be- tmeenlines and sides ufpan Remove existing filler, separate lines, refill. INSPECTION ISSUES Area 7 Description of Problem Corrective Action Terminations Missing backer rod orinsufficient compression Install backing rod twice the size ofthe opening. K8issin8verdca|terminadn0atend wall |ngaU�errninadonbarorLshaped metal tospec. Missing caulking onvertical termination bars Clean and install caulking on all sides ofbar and fastener holes. Missing caulking on horizontal termination bars Clean and install caulking Uzspec. K8issin8counteMOashinQoncurbs/walls |nsta||coun�edDoshinQa�dfas�en 1I" (305mm)o.c. Incorrect placement oftermination bar (i.e.above weep holes, etc.) ' Remove and relocate termination bar/counter- flashing and reinstall termination tospec. Voids incaulking ontop edge of terminationbaVtounterOashinQ Clean and caulk the top edge of termination. Excess flashing extends past termination bantounterOashinQ Remove caulk and trim excess membrane below kick, re -caulk. Missing orincomplete termination Terminate all membrane tnspec. Non -approved GAF caulking used on termination bar Remove existing caulk and re -caulk with GAF caulking. Termination bar is not GAF Warning given this job only. Incorrect use oftermination bar (over siding, wood or non -watertight surfaces) Replace with appropriate counterflashing. Area 8 Description of Problem Corrective Action Field of Roof Holes ordamage tofield sheets Clean/repair tospec. Splits o,contamination onfield sheets Cut out spills orcontaminants and repair to spec. Missing slip sheets under wood blocking, pavers, sleepers orsatellite dish Install approved slip sheet. Debris onroof 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 osindicated. ���� .�^_ INSPECTION ISSUES (CONT.) Area Description of Problem Corrective Action Corners Voids found when probing inside corners Clean/repairto spec. Bridging oninside corner Cut out bridging, clean/repai,to spec. Damaged outside corner, torn bve|ech' cal cords etc. Clean/repair tospec. Use unsupported membrane. Brid�esornvergre�hedcorner Cut out brid8in8 Oean/nspai,�ospec ' ' Use unsupported membrane. Voids found when probing outside corners Clean/repair tospec. Use unsupported membrane. P�issinQinside and/or outside corner Install pre ��bricatedwrunsupported field fabricated corner. Area 10 Description of Problem Corrective Action Ballast Ballast too small Call GAF Field Services Manager for written instructions. Inconsistent coverage Redistribute ballast, add if necessary /1O#per square foot minimumi Nun'approvedbaUastornorockmat CaUGAF F��SenicesK8anager�r written instructions. Slip sheet, wood blocking and/or pavers installed ontop ofballast Sweep TPOfree ofballast and fines, reinstall slip sheet, push back ballast. Area 11 Description of Problem Corrective Action Other Conditions Spills— or contaminates on field sheet [ontrac*��mnobfvbuilding ' owner ofcondition. Clogged drains Contractor tonotify building owner ofcondition. K8ortorjoint�ds��riorated Contractor tono�fybuilding owner ofcondition. Grease vents discharging grease on membrane Contractor tonotify building owner ofcondition. �ea|antjuin�sde�eriorated Contractor tonobfybuilding owner ofcondition. Roof top units leaking Contractor tonotify building owner ofcondition. FIELD QUALITY CONTROL • Field quality control should be performed in accordance with NRCA's Quality Control and Quality -assurance Guidelines for the Application of Membrane Roof Systems. • Inspect completed roof sections on a daily basis. It is the contractor's responsibility to probe all heat -welded seams and to perform an adequate number of seam cuts to ascertain seam consistency. • Immediately correct all defects, irregularities, and deficiencies identified during inspections. All voids that are found must be patched over per specifications. Do NOT re -weld seam voids more than 24 hours after initial welding of the seam. • Remedial work must be performed with like materials and in a manner consistent with the balance of the roofing installation so as to minimize the number of repair patches. • Excessive patchwork will require replacement of the entire affected membrane section from lap to lap. MAINTENANCE • Upon completion of the roofing system, the owner should establish a semi -yearly inspection and maintenance program in accordance with standard good roofing practice and guarantee requirements. • Repair cuts, punctures, and other membrane damage by cleaning membrane, followed by heat -welding a membrane repair patch of sufficient size to extend a minimum of 2" (51 mm) beyond the damaged area. If heat -welding to the top surface of the existing membrane is ineffective, the patch must be heat -welded to the underside of the existing sheet after proper preparation. • Any damage to adhered membrane areas or at locations of mechanical attachment, including insulation, must be repaired so that the repaired area remains adhered or mechanically attached. 154 Section 5: Architectural Detail Drawings Quick access to installation videos and detail drawings for EverGuard® single -ply systems. Visit http://www.gatcom/roofing/commercial/smart_details for further information. 155 Architectural Detail Drawings INDUCTION HEAT -WELD " ( ) MIN, EMBE PURLIN EMBEDMENT STRUCTURAL PURLIN DRILL-TEC RHINOBONDe DRILL-TEC PURLIN XHD PLATE FASTENER NOTE: TPO YELLOW PLATE PVC= BLACK PLATE REINFORCED EVERGUARDe MEMBRANE (SMOOTH ONLY) DRILL-TEC PURLIN FASTENER & DRILL-TEe RHINOBOND6 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-TECRHINBOND°ATTACHMENT 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. LCOM AANAANAE Al Ens. 1 56 Zvo.r.0,1140 ROOF PENETRATION SERIES METAL RETROFIT SCALE N.T.S. DRILL-TEC" RHINOBOND® ASSEMBLY PURLIN DETAIL THIS DETAIL APPLES TO: Rate -Welded Systems REVISION PATE 6-15-17 REFERENCE EVERGUARD° 300 SERIES PARAPET WALL 8 CURB FLASHING DETAILS FOR WALL TERMINATION TYPICAL EVERGUARD°PERIMETER HALF SHEETS 0 0 eri6-o-o-0075'0000 00000000o 0 oo o o 0 Jo 0 000000000000000000 oi 1. 0 0 -50 0000000000000000Ioo_o1 ° a+ — o 0 0 0 0 0 o 0 10 0 0 0 0 o 0 o o o o 0 o o0 o o 0 0 _ I q_o_p _Q o_o 9_o_s _9_ 2_ o_o cl_pit .5 I o 0 0 °I o 0 o 0 o 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 o 0 o _ — Ho o 0 o 0 0 ° o 0 0 0 0 o 0 0 0 0 0 ° 0 0 0 0 0 0 ° 0 O. 0 0 0 o 0 o 0 o 0 0 0 0 0 0 0 o 0 0 o a 0 io p to 0 .2_ 2 9 0 0_9_9 a o0 o 0 g_ Ter-0„..Thlo_0a. rA 9.__ cl_o_orno *9 _2. _9_ 0 0__ 00_ 1,..) 1990 0 0 . . . 0 000000 NOTE: ALTERNATE EVERGUARDe MEMBRANE HEAT -WELDED SEAMS DRILL-TEe PLATES 8 SCREWS REFERENCE EVERGUARD.200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARDe MECHANICALLY ATTACHED SYSTEM GUIDELINES TO DETERMINE FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPLIFT REQUIREMENTS, AND FOR REQUIRED NUMBER OF PERIMETER HALF SHEETS. 2. FOR INSULATION THICKNESS GREATER THAN 0" (203 mm), A COVER BOARD IS REQUIRED ON MECHANICALLY ATTACHED SYSTEMS ONLY. ell"99P1 FIELD OF ROOF SERIES DRANNN3 • 1 01A ROOF MEMBRANE LAYOUT DETAIL TWA OM/ APPLAZ Tcr Mechanically Attached Systems GAF bmw.gat.com ' '"="R•S• SCN.E N.T.S. REVISION DATE 6-15-17 157 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 040/0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F- I- n -I- 0 0 0 A- F I- 0 0 O 0 0 O o 0 0 a O 0 0 REFERENCE EVERGUARD6300 SERIES PARAPET WALL 8 CURB FLASHING DETAILS FOR WALL TERMINATION SEE NOTE 1 ALTERNATE EVERGUARD°MEMBRANE I TEAT -WELDED SEAMS (OR RAPIDSEAM IF APPLICABLE) NOTE: REFERENCE EVERGUARDP200 SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARDD SYSTEM GUIDELINES IN APPROPRIATE MINI MANUAL TO DETERMINE PERIMETER AND PENETRATION FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPUFT REQUIREMENTS. 2. FOR INSULATION THICKNESS GREATER THAN 8° (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY ATTACHED SYSTEMS ONLY. , _... •,, GAF 1751 Aipe Rd, rue 'rrro i1�4v1i'.08#. FIELD OF ROOF SERIES CANNING, '� Q� ROOF MEMBRANE LAYOUT DETAIL GAS DEM. *MAIM Adhered Systems Rhine ,s Systems Sell -Adhered Systems SCALE N. T.S. REVISION Imre 6-26-17 158 u- j LL STRUCTURAL METAL PURLINS RAISED ROOF EDGE OR PARAPET WALL ----- CORNER SPACING • • • • • • • • I . ) • < I • I > • < I • 1 > • < / . 60% OF FIELD > • < • SPACING t • 1 • <, it • > • <I t • ; • SEE NOTE #3 ) < • t : • > • < I • i • • —../ 0 1 • •0 • • 1 I < 0 • SEE NOTE #2 , • DRILL-TEC PURLIN FASTENER It DRIL.L.TEC" RNN INOSOO•X140 PLATE • FIELD SPACI I> • • • • 1 • • FIELD 'NOTE: <1 <t • • • • • • 40% OF FIELD ' SPACING . . • • cc IjJ cc PERIMETER ZONE LEGEND FIELD PERIMETER CORNER 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 OF ROOF SERIES DRAW•MG • 101F PURLIN FASTENING ZONES MS DETAIL APPLIES TO. Plate Welded Systems GAF)6Y-w99-q11 •••••••toogr I Cm 0••• mom", NJ 011:64 METAL RETROFIT •cue N.T.S. flEVIISIC•I CATE 4-16-17 159 Architectural Detail Drawings REINFORCED EVERGUARDe MEMBRANE UNREINFORCED PREFABRICATED EVERGUARCP T-JOINT COVER PATCH OR FIELD -FABRICATED UNREINFORCED T-JOINT PATCH 4" (102 mm) MIN. IN DIAMETER EVERGUARDe TPO CUT EDGE SEALANT FOR EVERGUARDe FREEDOM"' TPO MEMBRANE, MEMBRANE SURFACE MUST BE PRIMED WITH EVERGUARDe TPO PRIMER (SEE NOTE /43) APPLY SECOND T-JOINT COVER PATCH OVER ADJACENT HEAT -WELDED LAP TRIM EDGE OF OVERLYING SHEET FOR EASY INSTALL OF T-JOINT (NOT REQ(JIRED) 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). NOTE:j gv.C19-"411 FIELD OF ROOF SERIES DRAMA° II 105A T-JOINT COVER PATCH DETAIL THAT DETAIL APPLIES TO NTherwl %mt.*, BeNntted Systems RhirroBond Systems MetNAKtelly AlLached Syments wwwgetcom • 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 3(0.914 m) TO 4' (1.22 m) MIN. Al [NOTE: 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 m) BEING THE MIN. FOR STANDARD GAF GUARANTEE REQUIREMENTS. SEE HALF -SHEET REQUIREMENTS IN MECHANICALLY ATTACHED SECTION. 2, FOR ADHERED, SELF -ADHERED, AND RHINOBOND SYSTEMS, SEE INSULATION TABLE FOR ENHANCEMENTS. anvw.atateorn t car.. ha* tmtmoy, al MGM wi FIELD OF ROOF SERIES ORAlmnia 106 ROOF AREA ZONE LAYOUT DETAIL nits COWL APRA! TO: Maenad Syalecna eallasted Systems Mechanically Attached Systems - Adhered Systeme Rhine Bend Systems N.T.S. RENBION DATE 6-1-16 161 REINFORCED EVERGUARDe MEMBRANE -WELDED LAP -rec"' PLATES a SCREWS FOR MECHANICALLY ATTACHED -"SYSTEMS OVER 2:12 USE A HALF SI-fEET OF MEMBRANE AS A C.AP ENERGYGUARD ROO //vsuLArroN oeciv suesTRATE 1. FoR iNsu of.SYS1MST1ON THICKNESROOF CAP S GREATER THAN 8" (2 PERIMETER HALF 03 mrn), A HARD BOAR° /S REQUIRED ON MECHAN/CAL 2. DO NOT RUN SHEET INTO THE SHEET REG/ON IN MECHANICALLY ATTACHED SYSTEMS. 3. APPL Y EVERGUAR06' TPO cur EDGE SEA TO ALL CUT F?EINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 11S ). Architectural Detail Drawings INDUCTION HEAT -WE D NOTE: REINFORCED EVERGUARe MEMBRANE DRILL-TEC PURLIN FASTENER & DRILL-TEC' RHINOBOND® XHD PLATE WOOD NAILER WITH APPROVED FASTENERS. SET ON TOP OF METAL PAN. ENERGYGUARCr ROOF INSULATION ENERGYGUARD'INSULATION -FLUTE FILLER IF REQUIRED EXISTING METAL ROOF PANEL STRUCTURAL PURIM STRUCTURAL 1-BEAM 1. REFER TO THE DRILL-TEC RHINBONCrATTACHMENT TABLES FOR DETAILED INSTALLATION REQUIREMENTS REGARDING DECK TYPE, PLATE & FASTENER TYPE, AND MIN. EMBEDMENT, IEVM9.(Ag "Cl FIELD OF ROOF SERIES ORANING • 1 1 OF METAL ROOF RIDGE DETAIL THOI OCTAL APPLJE5 TO. Plate -Welded Systems rnew.qatecen METAL RETROFIT N.T.S. RENS.. DATE 6-15-17 163 Architecturat Detail Drawings REINFORCED EVERGUAREP MEMBRANE DRILL-TECPLATES & SCREWS AT SPECIFIED FASTENING PATTERN. 6' (152 mm) O.C. FOR BALLAST SYSTEMS. HEAT -WELD LAP EYERGUARDeCUT EDGE SEALANT IF REQUIRED REINFORCED EVERGUARD6 MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/ SUBSTRATE 1. ANYTHING 1:12 OR GREATER NEEDS TO BE FASTENED AT ANGLE CHANGE. 2. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES ( REFER TO EVERGUARD6 DETAIL 115 ). Se 44Y-w--911°° FIELD OF ROOF SERIES DRAWING II 1 1 2 CHANGE OF DECK PLANE DETAIL ORS OEM. ARSINE* M. Adhered Systems RhInetiond Systems Mechenicssey Attached Systems GAF IN:ewwqr, Pl10,054 eru F N.T.S. RENSION ONE 6-1-16 164 ti 1. FOR MECHANICALLY ATTACHE EVERGUARD'ADHESIVE oRitt-rEcr" PLAres & scRews PER SPEC1F/ED FASTENING PATTERN HEA LAP ENFORCED EVERGUARDe MEMBRANE iNFORCED EVERGUARLP MEMBRANE YGUARCr ROOF ROOF DECK./ SUBSTRATE VALLEY SHEET MUST SE ADHERED prro-r OVER 2:12 EXCEPT FOR BALLASTED SYSTEMS WITH , VALLEYS musr SE ADHERED USING APPROVED SPECIFIC immommuir; ' A NOTE: REINFORCED EVERGUARIf MEMBRANE REFER TO APPROPRIATE EVERGUARDe 100 SERIES FOR LAP DETAIL EVERGUARD°CUT EDGE SEALANT (ONLY IF APPLICABLE, SEE NOTE #1) ENERGYGUARIf ROOF INSULATION ROOF DECK/SUBSTRATE REINFORCED EVERGUARD! MEMBRANE REFER TO APPROPRIATE EVERGUARDe100 SERIES FOR LAP DETAIL EVERGUARD°CUT EDGE SEALANT' HEATWELDED LAP ENERGYGUARDROOF f NSULATION 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. ril FIELD OF ROOF SERIES, DRAWING • I 15 CUT EDGE SEALANT DETAIL TIATI DETAIL ARMIES TO Adhered Systems Ballasted Systems Self - Adhered Systems Mechanically Attached Systems' r,uRIM-CPA vAvw.gaLcom NAN., ..... SCALE N.T.S. EVERGUARDTPO 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 1. APPLY EVERGUARD® TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). � ='�! 11.4 rC1 FIELD OF ROOF SERIES DRAWING a 116A MEMBRANE EDGE DETAIL TWIO DETAIL APPIle TO. Ballasted Systems Mscheelca Iy Attached Systems ( ""aW'go/mo"I I Coo. Mn. '-ro-+.a.. SCALE N.T.S. RENS0W DAIS 6-26-17 167 24-GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) EVERGUAReCOATED METAL EDGE RING SHANK GALVANIZED NAIL @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) O.C. 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. HEAT -WELDED LAP WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN. SECURED TO DECK 8" (203 mm) WIDE EVERGUARD6 FLASHING STRIP HEAT -WELDED HEAT -WELDED LAP REINFORCED EVERGUARe MEMBRANE (PERIMETER SHEET IF REQUIRED) FOR ALTERNATE TAPERED ROOF EDGE, USE ENERGYGUARIr TAPERED INSULATION ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE NOTE:1 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 EVERGUARD® DETAIL 115). 6 *Y"9144-- ROOF EDGE SERIES DRAW. • 202A COATED METAL ROOF EDGE DETAIL TIC, DETML APPLES TO Adhered Systems Sell - Adhered Systems Mee:hank:pity Attached Systems GAFn:1 swerve com earstomOil WM. SCALE N.T.S. REMSPOM DATE 6-28-17 168 15-YEAR MAX GUARANTEE NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE RING SHANK GALVANIZED NAIL @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. AND 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO DECK PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER EVERGUARD° TPO COVER TAPE REINFORCED EVERGUARe 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 EVERGUARIPTPO SEAM CLEANER AND ALLOW TO DRY BEFORE PRIMING. 3. EVERGUARD°TPO COVER TAPE ONLY TO BE USED WITH TPO MEMBRANE SYSTEMS. 4. THIS DETAIL IS NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD0DETAIL 218 OR 219 . , 9 GAFROOF www.gatcom '7'Zr/1M EDGE SERIES SPAWNS x 202B ROOF EDGE WITH TPO COVER TAPE DETAIL DOS DETAIL APPLES TO Adhered Systems MechanicaNy Attached Systems se. Adhered SyStinns SCALE N.T.S. REVISION DATE 10-3-17 1 69 INDUCTION HEAT -WELD DRILL-TEC" PURLIN FASTENER & DRILL-TEC' RHINOBOND° XHD PLATE REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD" ROOF INSULATION HEAT -WELDED LAP EVERGUARD°HEAT-WELDABLE 7----- COVER TAPE (SEE NOTE #2) WOOD NAILER WITH APPROVED FASTENERS. PEEL-N-STICK ADHESIVE NERGYGUARD" INSULATION -FLUTE FILLER IF REQUIRED XISTING METAL ROOF PANEL COATED FASCIA CLADDING STRUCTURAL 1-BEAM NOTE 1. REFER TO THE DRILL-TEC RHINBONIPATTACHMENT 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 EVERGUARD6200 SERIES DETAILS GAF wwW4OE corn • Gm. OtIve. Poorsippoy, C1/054 Smakt@r41 ROOF EDGE SERIES Moons° 202F METAL ROOF EDGE DETAIL THIS DETSJI. APPLIES TO: Plate -Welded Systems METAL RETROFIT SCALE N.T.S. WNW°. RATE 6-15-17 170 Architectural Detail Drawings STEP STEP 2, STEP 3. NOTEJ 1. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® 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 EVERGUARDe 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 EVERGUARDe FLASHING STRIP OR 6" (152 mm) WIDE EVERGUARDePVC STRIP HEAT WELDED e • . 161-11-41x1 ROOF EDGE SERIES OflAVANG • 204 COATED METAL JOINT DETAIL MS OETAIL APOUES 10 Adhered Systems Meetemestey Mashed Syseems $ett- Adhered Systems SCALE N.T.S. REV.S10,4 DATE 6-28-17 1 71 ArchitecturalDetail Drawings 20-YEAR MAX GUARANTEE NOTE: FLEXSEAL CAULK GRADE SEALANT PRIME MEMBRANE AREA BEHIND SEALANT WITH EVERGUARD° TPO PRIMER DRILL-TECH"TERMINATION BAR FASTENED 6" (152 mm) O.C. WITH DRILL-TEC'" FASTENERS REINFORCED EVERGUARDm 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). i! Saar ROOF EDGE SERIES Do/NANO • 208 TERMINATION BAR ROOF EDGE DETAIL AIL TWO oNrNE •rwft TO Adhered Systems Seri Agneme SyMerro Mechanically AOefhed Systems CiuAF wvnv.get.com w. S(-u,E N.T,S. RENeIn" MfE 10-3-17 172 Architectural Detail Drawings. 8" (203 mm) WIDE EVERGUARD. FLASHING STRIP HEAT -WELDED EVERGUARDeCOATED METAL DRIP EDGE WITH HEMMED EDGE HEAT -WELDED LAP (SEE NOTE #4) GALVANIZED ANGULAR SHANK ROOFING NAILS 4" (102 mm) 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) ENERGYGUARO' ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 1 1/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO SUBSTRATE NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. REFER TO EVERGUARDe DETAIL 204 FOR COATED METAL JOINTS. 3. A CONTINUOUS METAL CLEAT IS REQUIRED, 4. FOR SELF -ADHERED RAPIDSEAMTM TECHNOLOGY SYSTEMS, SEE EVERGUARD® 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). . IS) GAF .. , www.g0Lcom I Con,. WM, gv-cl--440 ROOF EDGE SERIES DRAWING A 211 GUTTER WITH COATED METAL EDGE DETAIL THIS OCTAL APPLES TO Adhered Systems Self. Adhered Systems Mechanically Attached Systems SCALE N.T.S. REVISION DATE 6-26-17 173 Architectural Detail Drawings 1.5-YEAR MAX GUARANTEE TPCI'GNLY NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE RING SHANK GALVANIZED NAIL c 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. AND 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MIN SECURED TO DECK PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER EVERGUARD° TPO COVER TAPE REINFORCED EVERGUARD® MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD eTPO SEAM CLEANER AND ALLOW TO 0RY. 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115), 6 • GAF www.gel.com 1 Campo DPAL ROOF EDGE SERIES NAVAHO A 21 3A COVER TAPE AT ROOF EDGE DETAIL ThtSOETMLAPPLN5 TO mechanAdhimuyeredAmSystcmled ss ,th ot rn. Self - Adhered Systems SCALE N.T.S. REVISION DATE 8-28-17 1 74 20-YEAR MAX GUARANTEE TPO ONLY I 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 EVERGUARD°CUT EDGE SEALANT (SEE NOTE 4) EVERGUARD° TPO COVER TAPE PRIME SURFACE UNDER TAPE WITH EVERGUARD° TPO PRIMER REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. CLEAN METAL AND MEMBRANE WITH EVERGUARD° TPO SEAM CLEANER AND ALLOW TO DRY. ONCE DRY, PRIME METAL AND MEMBRANE WITH EVERGUARDe 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 EVERGUARDe DETAIL 115). to IIV.1"1 ,,.,,,ertigirg GE SER ROOF EDIES DRAWING* 213B COVER TAPE AT ROOF EDGE DETAIL MIS WAIL APPLES 10 Adhered Systems ItIFFMIIF AIIFthed s)ststrs Sett -Mewed System weer eat COM 1 CAALLA Lein PanAOATI .0.. SCALE N.T.S. RE % AMON OATE 12-12-17 175 a • Architectural Detail Drawings 1-YEAR MAX GUARANTEE TP6 pNLY NOTE: EVERGUARD® TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD° TPO PRIMER GAIN. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) O.C. SHEET METAL GUI I ER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUARD- ROOF INSULATION \WOOD NAILER, 5/4" (31.8 mm) x 4" (102 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 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 EVERGUARD° DETAIL 115). -r-Pm4rs1 ROOF EDGE SERIES ORAVONO • 214A COVER TAPE AT GUTTER EDGE DETAIL TO.DETM. AMMO TO Adhered Systems Mechanically Attached Systems Self . Adhered Systems GAJ45w- twor.gel.corn o=ol TOM 5C4E N.T.S. liVOS30. WE 12-12-17 176 20-YEAR MAX GUARANTEE TPO ONLY NOTE: EVERGUARD° TPO COVER TAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARDe TPO PRIMER CONTINUOUS BEAD OF FLEXSEAL"CAULK GRADE SEALANT OR EVERGUARD°CUT EDGE SEALANT (SEE NOTE 4) GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) O.C. SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARDi° MEMBRANE (PERIMETER SHEET IF REQUIRED) ROOF DECK/SUBSTRATE ENERGYGUARD' ROOF INSULATION D NAILER, 514" (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 15 NOT TO BE USED ON SLOPES GREATER THAN 1:12. FOR SLOPES GREATER THAN 1:12, REFER TO EVERGUARD DETAIL 218 OR 219 . 4. FLEXSEAL" 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). at00~ 4. MI5 oeTAa ARRAS TO ZvC.rGiar i ROOF EDGE SERIES 214B COVER TAPE AT GUTTER EDGE DETAIL Adhered Systems Attac Mechanically Attached ms Sett - Adhered Systems ..Mw.pal.COm v..F REVISION DATE ...e .o."in,m. N.T.S. 10-3-17 177 Architectural Detail Drawings 20-YEAR MAX GUARANTEE YP0 ONLY NOTE: 24 GAUGE CONTINOUS HOOK STRIP SECURED WITH DRILL-TEC FASTENERS @ 12" (305 mm) O.C. 24 GAUGE METAL EDGE EVERGUARD 6 TPO PRIMER CONTINUOUS BEAD OF FLEXSEACCAULK GRADE SEALANT OR EVERGUARD°CUT EDGE SEALANT (SEE NOTE 4) EVERGUARDe TPO COVER TAPE 6" (152 mm) WIDE STRIP OF EVERGUARD° DETAILING MEMBRANE HEAT -WELDED OVER LAP JOINTS AND EXTENDED 2" (52 mm) ONTO FIELD MEMBRANE REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD'" ROOF INSULATION -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 EVERGUARD0 TPO SEAM CLEANER AND ALLOW TO 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. FLEXSEAL:m CAULK GRADE SEALANT SHOULD BE FEATHERED OUT AND APPLIED TO BOTH INSIDE AND OUTSIDE EDGES. ENSURE PRIMER EXTENDS UNDER FLEXSEACCAULK GRADE SEALANT. 5. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). ROOF EDGE SERIES DRAWING 21513 COVER TAPE OVERLAP AT ROOF EDGE DETAIL WAS MAUL ARMES TO Adhered Systems Mechanically Attathed Systems sell. Adhered Systems . 0A.A. SCALE N.T.S. REVISION DATE 12-12-17 178 20-YEAR MAX GUARANTEE 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 EVERGUARL TPO PRIMER AND LET DRY HEAT -WELDED END LAP METAL EDGE EVERGUARD® TPO COVER TAPE HEAT -WELD STRIP HEAT -WELD EDGE —EVERGUARDGCUT EDGE SEALANT REINFORCED EVERGUARDC MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARD' ROOF INSULATION ROOF DECKJSUBSTRATE WOOD NAILER, 514" 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 B" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 6, APPLY EVERGUARD0 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). wvmnnrca.. Pl ROOF EDGE SERIES DRAW V3A 218 TPO COVER TAPE HEAT -WELD STRIP OVERLAP AT ROOF EDGE DETAIL PO OW M. AMMO TO. Adhered sysiaa Mechanically Attached SCALE N.T.S. RE05I0NOATF 12-12-17 ter.Ol MIA 179 20 YEAR MAX GUARANTEE [NOTE: CLEAN METAL AND MEMBRANE WITH EVERGUARDe TPO SEAM CLEANER AND LET DRY, EVERGUARDe TPO COVER TAPE HEAT -WELD STRIP - 6" (152 mm) END LAP. DO NOT OVERLAP ENDS 4" (102 mm) MIN WIDTH STRIP OF EVERGUARD° TPO DETAILING MEMBRANE EVERGUARDe CUT EDGE SEALANT REINFORCED EVERGUARe MEMBRANE (PERIMITER SHEET IF REQUIRED) ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER, 5/4" (31.8 mm) x 4" (102 mm) MINIMUM ECURED TO SUBSTRATE 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 CIUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). Se fNL NV Kg Mara ROOF EDGE SERIES DRAWING. 219 COVER TAPE HEATWELD STRIP END JOINT AT ROOF EDGE DETAIL DOS DETAIL APPLIES SO. Adhered Systems Salt- Adhered Syste.s Mechanically Attached Systems www.gettern SCALE N.T.S. REVISION DATE 1242-17 180 Architectural Detail Drawings 20-YEAR MAX GUARANTEE I NOTE:,1 EVERGUARD° TPO COVER TAPE HEATWELD STRIP METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD° CUT EDGE SEALANT CLEAN AND PRIME METAL ONLY WITH EVERGUARD°TPO PRIMER AND LET DRY GALV. ANGULAR SHANK ROOFING NAILS 4(102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) 0.C. SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12' (305 mm) 0.C. REINFORCED EVERGUARD° MEMBRANE OR PERIMETER SHEET IF REQ. ROOF DECKJSUBSTRATE ENERGYGUARC ROOF INSULATION WOOD NAILER, 5/4" (31.8 mm) X 4' (102 mm) MIN SECURED TO SUBSTRATE 1. EVERGUARD° TPO COVER TAPE HEATWELD STRIP TO BE USED WITH TPO MEMBRANE SYSTEMS ONLY. 2. PRIME THE METAL ONLY WITH EVERGUARD TPO PRIMER. DO NOT SPILL PRIMER ON WELDED SEAM AREA. 3. HEAT WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY) TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO SPEC. 4. REFER TO DETAIL 218 FOR EVERGUARD° COVER TAPE HEATWELD ROOF EDGE INSTALLATION. 5. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. gYRr—Q1A4E'l ROOF EDGE SERIES DRAWING.. 220 COVER TAPE HEAT —WELD STRIP AT GUTTER EDGE DETAIL 1145 INTAIL APPUES TO. ...5%cred Sym.ms sad. Adhered Systems Mechanic.* AttEtched Systems 'own W.00,0 SCALE N.T.S. REVISION DATE 12-12-17 ...,....,..... 181 • Architectural Detail Drawings FLASHING KEY Flashing Sheets that are... • 24" er less - loose laid • Greater than 42- bonding adhesive required FASTEN CLIP 12" (305 mm) O.C, OPING CAP BACK SIDE EVERGUARD 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 OOD NAILER, 5/4" (38.1 mm) x 4" (102 mm) MIN. WIDE SECURED TO DECK (OPTIONAL) ALTERNATE BASE REFER TO EVERGUARD DETAIL 307 I NOTE9 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. IF EVERGUARD e FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. APPLY EVERGUARD e TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD e DETAIL 115). 4. FOR SELF -ADHERED RAPIDSEAM". TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330 FOR LAP APPLICATION. 0 PARAPET WALL a CURB SERIES DRAM. • 303 WALL CAP DETAIL TMS DETAIL APPLIES TO. ALL SYSTEMS GAFAgv.REP.mal •6.1.14111.CMI i CM,. OM P•W•C•,.... SCALE N.T.S. REVIS•C•V DATE 12-12-17 182 20-YEAR MAX GUARANTEE L 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC' FASTENERS @ 12" (305 mm) O.C. METAL EDGE RING SHANK GALVANIZED NAILS @ 4" (102 mm) O.C. STAGGERED OR DRILL-TEC' SCREWS 12" (305 mm) O.C. WOOD NAILER 5/4" (38.1 mm) x 4" (102 mm) MIN. SECURED TO DECK EVERGUARD® TPO COVER TAPE PRIME METAL AND MEMBRANE WITH EVERGUARCP TPO PRIMER REINFORCED EVERGUARD° MEMBRANE NOTE: 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. EVERGUARCP TPO COVER TAPE TO BE USED ONLY ON EVERGUARD° TPO MEMBRANE SYSTEMS. 3. EVERGUARD P TPO COVER TAPE TO BE USED ONLY ON HORIZONTAL SURFACES, NOT TURNED VERTICALLY. 4. EVERGUARCP TPO COVER TAPE HEAT -WELD USED FOR LONGER GUARANTEES. 5. IF EVERGUARCP 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). 6 GAF www.gaf.com I Carovu 0nra Vont:ow, NJ OM+ ... 4mvor9-g4K1 PARAPET WALL & CURB SERIES ORMOND 0 316 PARAPET WALL WITH METAL EDGE AND TPO COVER TAPE DETAIL MS DETAIL APPLIES TO ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 1 83 Architectural Detail Drawings REFERENCE ACCEPTABLE EVERGUARD® VERTICAL TERMANTION DETAIL REINFORCED EVERGUARD° 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) ENERGYGUARD' 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 EVERGUARD0 TPO PRIMER, 4. FOR SELF -ADHERED RAPIDSEAM'" TECHNOLOGY SYSTEMS, UP TO 10-YR. MAXIMUM GUARANTEE ONLY. 5. FOR SELF -ADHERED HEAT -WELDED SYSTEMS, UP TO 15-YR. MAXIMUM GUARANTEE ONLY. 6. APPLY EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). ,,. GAF 1361 Alps Rd, Wayne, NJ 07470 w...gatcom afgrG_,P.,4m1 PARAPET WALL & CURB SERIES tilemehe s 317 ALTERNATE HIGH WALL FLASHING DETAIL MS OSTA11. APPLIES TO Adhered Systems Ballast Applied Systems Mechanically Attached Systems Sell - Adheted 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 EVERGUARDe BONDING ADHESIVE REQUIRED DRILL-TEC' PLATES & SCREWS FASTENED 12" (305 mm) O.C. VERTICALLY UP WALL REINFORCED 10(3.05 m) WIDE EVERGUARDe 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 BE NO TALLER THAN 9' (2.74 m) TO USE A FULL 10' (3.05 m) SHEET OF MEMBRANE AS FLASHING. 3. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). , a GAF www.pf .0001 1 oREve 0.1. Par.., NJ 07054 SmrO.Y.0.01 PARAPET WALL & CURB SERIES DRAWING II 317A HIGH WALL FLASHING DETAIL 10' (3.05 m) WIDE SHEETS MS DETRE APPLIES TO Adhered Systems Ballasted Systems Mechanicatly Attached Systems SCALE N.T.S. REVISION DATE 6-26-17 185 Architectural Detail Drawings 1. MECHANICAL TERMINATION 2. MECHANICAL TERMINATION . MECHANICAL FLEXSEAC CAULK GRADE SEALANT DRILL-TEC- TERMINATION BAR FASTENED 12° (305 mm) 0.0 (OPTIONAL) METAL COUNTERFLASHING (MAY BE FACE MOUNTED ALSO) EVERGUARD° BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL. FLEXSEAL- CAULK GRADE SEALANT DRILL-TEC- FASTENERS 12" (305 mm) O.C. METAL SURFACE MOUNTED COUNTERFLASHING DRILL-TEC- FASTENERS 12" (305 mm) O.C. EVERGUARD'® BONDING ADHESIVE (OPTIONAL) REINFORCED,EVERGUARD° MEMBRANE NOTE: EXISTING COUNTERFLASHING MUST BE IN GOOD WORKABLE CONDITION AND TIGHT TO WALL. FLEXSEAI:CAULK GRADE SEALANT EVERGUARD° WATER -BLOCK OR FLEXSEAL- CAULK GRADE SEALANT DRILL-TEC' TERMINATION BAR DRILL-TEC- FASTENERS 6" (152 mm) O.C. EVERGUARD® BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE TERMINATION (15-YR MAX GUARANTEE) AEYsLrAttwx1 PARAPET WALL 8. CURB SERIES DRAWING • 318A TERMINATION DETAIL 1-3 TOM WAAL APPLIES TO ALL SYSTEMS ',corn DM OM+ N.T.S. 3, 6-20-16 186 Architectural Detail Drawings. z 20 YEAR MAX GUARANTEE 4. COPING STONE TERMINATION 5. CAP FLASHING RMINATION MORTAR (BY OTHERS) COPING STONE (BY OTHERS) VERGUARD° WATER BLOCK REINFORCED EVERGUARD° MEMBRANE EVERGUARCP BONDING ADHESIVE (OPTIONAL) METAL CAP (BY OTHERS) DRILL-TEC 'FASTENERS 12(305 mm) O.C. EVERGUARD° BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARD° MEMBRANE ._....., a - PARAPET WALL 6 CURB SERIES ORAMOT • TERMINATION DETAILS 4 & 5 MS DETM. AMA) TO ALL SYSTEMS ...m.v.paccom . cr4••••:ZO OM. sc.c N.T.S, REv,sicraoATE 12-12-17 187 Architectural Detail Drawings EVERGUARD® WATER BLOCK EXISTING METAL COUNTERFLASHING WITH ATTACHMENT EVERGUARCP BONDING ADHESIVE REINFORCED EVERGUARD® MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUARD® MEMBRANE ENERGYGUARD'ROOF INSULATION ROOF DECK/SUBSTRATE DRILL-TEC"" PLATES & SCREWS 12" O.C. FOR BA SYSTEMS 6" O.C. WOOD NAILER, 5/4"'X4" 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 EVERGUARD DETAIL 115). p DRAWING* TINS DETAIL APPLES TO: GAFi{Phii+r uard �lgAlS"`!°'" '"! PARAPET WALL & 319 COUNTERFLASHING RE -ROOF DETAIL Adhered Systems Ballast A„Iledsystem Mechanically Attached Systems CURB SERIES 1361 Alprb Rd. WALE REVIatON OATS wayT e, w 07470 w—.ow.wln N,T.S. 6-26-17 188 Architectural Detail Drawings.; REAR VIEW OF SCUPPER REINFORCED EVERGUARD° MEMBRANE NOTE: REINFORCED EVERGUARD° MEMBRANE PREMANUFACTURED EVERGUARD° TPO SCUPPER FASTENED WITH 4 FASTENERS OR 12* (305 mm) O.C. DRILL-TEC"FASTENERS 12" (305 mm) O.C. FOR BA SYSTEMS 6" (152 mm) O.C. REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) ENERGYGUARIf 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 RAPIDSEAMTN TECHNOLOGY SYSTEMS, SEE EVERGUARIPDETAIL 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. DRAWING I/ TOM DETAIL ARMES TO: Adheres! Systems GAF mF_Ii.40 PARAPET WALL & CURB SERIES 324 SCUPPER - PREMANUFACTURED Ballasted Systems Mechanically Attache] Systems SeI. AdemhzVars N .......gef.com SCALE REVISION DATE N.T.S. 12-12-17 189 Architectural Detail Drawings REINFORCED EVERGUARe MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELDED LAP EVERGUARD° PREFORMED UNIVERSAL CORNER - HEAT -WELDED CORNER -WELD OR HEAT -WELD MEMBRANE PIECE TO MEMBRANE FLASHING I-IEAT-WELDED LAP DRILL-TEC" PLATES & SCREWS 12" (305mm) O.C. (6" (152mm) O.C. FOR BALLASTED SYSTEMS) ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE NOTE] 1. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUARD° FREEDOM" MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDEOAND 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 6' 4Y-41-1Qmaig PARAPET WALL 8. CURB SERIES ORAVANG* 327A INSIDE CORNER REINFORCMENT- PREFORMED CORNER DETAIL The OSTAtt APRI.10 TO ALL SYSTEMS wavi.gatcom , Cm 0.1. ..- v N.T.S. REVISK*4 DATE 12-12-17 190 Architectural Detail Drawings. REINFORCED EVERGUARD° TPO MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELD MEMBRANE PIECE TO MEMBRANE FLASHING EVERGUARD° TPO PREFORMED INSIDE CORNER HEAT -WELDED HEAT -WELDED LAP HEAT -WELDED LAP DRILL-TEe PLATES & 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 'NOTE: 1. FOR INSULATION THICKNESS GREATER THAN 6" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. FLASH1NGS MAY BE ADHERED OR INSTALLED DRY, SEE SPEC FOR DIMENSIONS. 3, KEEP FASTENERS BACK FROM CORNER 6(152 mm) MAX. IN BOTH HORIZONTAL AND VERTICAL APPLICATIONS. 4. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 5. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 6. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). AgY-11.4111 PARAPET WALL & CURB SERIES 0.-0. 327B INSIDE CORNER REINFORCEMENT - PREFORMED CORNER DETAIL ALL SYSTEMS N.T.S. REVISION EWE 10-3-17 191 Architectural Detail Drawings APPROX. 8' (203 mm)* APPROX. 8' (203 mm) FOLD LINE CUT A SECTION OF NON -REINFORCED MEMBRANE EVERGUARD° MEMBRANE. FOLD ALONG SURFACE LINE AS INDICATED. NO MEMBRANE UNDERSIDE A°111°F.4. , LLD FABRICATED INSIDE CORNER HEAT WELDED IN CORNER RE‘‘)F4D ‘/ERG6A(130 / iii, 400e: MEMBRANE (PERIMETER 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 EVERGUARD0 DETAIL 115). PARAPET WALL & CURB SERIES DRAVA NG t 327D INSIDE CORNER REINFORCEMENT - FIELD FABRICATION DETAIL ALL SYSTEMS GAFC-YR-f-9-40 ...w gat ctm, SC..1E N.T.S. 6-26.ZE' 192 STEP 1 STEP 2 NOTE: CURB OR WALL REINFORCED EVERGUARD° MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) DRILL-TEC PLATES & SCREWS 12* (305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) 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 EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) 1, ALL SEGMENTS OF THE EAR MUST BE WELDED TOGETHER AND WELDED TO THE WALL 2. CHECK SYSTEM SPEC FOR GUIDELINES ON ADHERING FLASHINGS. 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4. IF EVERGUARD0 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). www.otcor,, , Campus Orivc Panlopevy.N.107064 0 6144:99-40 PARAPET WALL & CURB SERIES DRAWING II 328A INSIDE CORNER FABRICATION - 2 STEP "PIG EAR" UP DETAIL TM 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 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 EVERGUARD® MEMBRANE (PERIMETER SHEET IF REQUIRED) CURB OR WALL REINFORCED EVERGUARD. MEMBRANE ONE PIECE FOLD WITH PIG EAR (DO NOT CUT) ALL SEGMENTS MUST BE WELDED DOWN EVERGUARD® T-JOINT PATCH AT MEMBRANE OVERLAP HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE (PERIMETER SHEET IF REQUIRED) 1. ALL SEGMENTS OF THE EAR MUST BE WELDED TOGETHER AND WELDED TO THE WALL 2. CHECK SYSTEM SPEC FOR GUIDELINES ON ADHERING FLASHINGS. 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4. IF EVERGUARD® FREEDOM- MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 5. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARe DETAIL 115). 0 a. 7.111PLIA4/A PARAPET WALL & CURB SERIES DRAWING /0 328B INSIDE CORNER FABRICATION - "PIG EAR" DOWN DETAIL MS BETAS. APPLIES TO ALL SYSTEMS GAF ...go..." ,.0Z0470=64 SCALE N.T.S. REVISION DATE 6-28-17 194 - • .. • • • . • • . • • . 1. • • • • • . + " . • • - ............. ................... I NOTE:I REFER TO PARAPET AND WALL DETAIL FOR TERMINATION HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE (PERIMETER SHEET IF REQUIRED) EVERGUARDC PREFORMED CORNER HEAT -WELDED LAP 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. 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 ALTERNATE WALLJCURB ATTACHMENT eigirgijAco PARAPET WALL .5 OfuvalloGAF it 329A OUTSIDE CORNER REINFORCEMENT — PREFORMED CORNER DETAIL THO DETAL APPIJES TO ALL SYSTEMS c....,....,.. CURB SERIES SCALE N.T.S. 6-26-17 195 Architectural Detail Drawings NOTE:I REFERENCE EVERGUARDePARAPET WALL & CURB FLASHING DETAILS (300 SERIES) FOR WALL OR CURB TERMINATION DRILL-TEe FASTENERS AND PLATES 12" (305 mm) O.C. EVERGUARD6 BONDING ADHESIVE (OPTIONAL) HEAT -WELDED LAP HEAT -WELD EXPANSION JOINT FLANGE TO WALL FLASHING ADJACENT TO BELLOWS TO HOLD PROPER ELEVATION FACTORY FABRICATED EVERGUARDe EXPANSION JOINT COVER RUN EVERGUARDe 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-TECFASTENERS AND PLATES 12" (305 mm) O.C. (6' [152 mm] O.C. FOR BALLAST SYSTEM) HEAT -WELDED LAP EVERGUARD8TPO CUT EDGE SEALANT REINFORCED EVERGUARDe MEMBRANE ENERGYGUARD"ROOF INSULATION mow /;7777,77 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 6 EXPANSION JOINT SERIES 403A 403A TPO FACTORY FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE ALL SYSTEMS GAF- `7:::" 8.1E N.T.S. TPO ONLY "'s67-1"6E 196 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-TEC FASTENERS AND PLATES 12" (305 mm) O.C. FOR BALLASTED SYSTEMS BACKER ROD 1-1/2 TIMES THE OPENING EVERGUARD° MEMBRANE HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE WOOD NAILER 5/4x 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 EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). entglocci EXPANSION JOINT SERIES ORAW1/43 • 403B FIELD FABRICATED WALL EXPANSION JOINT DETAIL - FLAT TYPE 1143 MTN/ OPPLIES TO ALL SYSTEMS ••••••• of cam ... ,....,... . SCA1-E N.T.S. RZ]ON6-20-76E 197 NOTE: R.T.U. GALVANIZED ROOF NAILS AT 12(305 mm) O.C. MAX WOOD NAILER THICKNESS OF INSULATION INSULATED METAL CURB ENERGYGUARD". ROOF INSULATION REINFORCED EVERGUARD° MEMBRANE DRILL-TEC"' FASTENERS 12" (305 mm) O.C. HEAT -WELDED LAP EVERGUARD°TPO CUT EDGE SEALANT REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE REFERENCE' EVERGUARD° PARAPET WALL& CURB FLASHING DETAILS (300 SERIES) FOR BASE TERMINATION 1. FOR INSULATION THICKNESS GREATER THAN 8' (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. FOR SELF -ADHERED RAPIDSEAM TM TECHNOLOGY SYSTEMS, SEE EVERGUARD® DETAIL 330 FOR LAP APPLICATION. 3. IF EVERGUARD° FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). o )16*E-14'411 ROOF PENETRATION SERIES ORAWNO Jr 503A TERMINATION AT R.T.U. WITH WELDED LAP DETAIL Ttra DETAK AMES TO ALL SYSTEMS GAF www.gotoRel I Cs,...)... P.M.K.079$4 SCALE N.T.S. REVISION CATE 6-21-16 1 98 Architectural Detail Drawings R.T.U. DRILL-TEC' FASTENERS 12" (305 mm) O.0 MAX FNOTE:1 WOOD NAILER 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 EVERGUARD6 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 EVERGUARe 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 EVERGUARDe DETAIL 330 FOR LAP APPLICATION. 3. IF EVERGUARDe 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 EVERGUARDe DETAIL 115). a.m..° • .'.•,, W... ilEygEgR40 ROOFPENETRATION SERIES 503B TERMINATION AT EXISTING R.T.U. WITH COUNTERFLASHING DETAIL ALL SYSTEMS SCALE RES67-761 4.....7 .4 CM6. N.T.S. 1 99 Architectural Detail Drawings ' 131131 313:31 13:1 131 '3.1131'?.3.1Z13: ROOF HATCH BY OTHERS SOLID BACKER ROD 50% LARGER THAN OPENING MEMBRANE MUST BE ON THREE SIDES OF HATCH OPENING EVERGUARDe ADHESIVE (OPTIONAL) REINFORCED EVERGUARDe MEMBRANE DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mmj O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP 1111111111111111 Numiannui mom /-///////, /0/ NOTE: WALKWAY PAD REQ. AT ROOF ACCESS ENERGYGLIARD" 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 EVERGUARDe FREEDOM' MEMBRANE IS USED, BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. FOR SELF -ADHERED RAPIDSEAte TECHNOLOGY SYSTEMS, SEE EVERGUARDe DETAIL 330 FOR LAP APPLICATION. 4. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 9 ... iltverPu irl ------4"/: ROOF PENETRATION SERIES DRAWING x 505 ROOF HATCH DETAIL MS DETAIL APPLIES TO ALL SYSTEMS 100141 A Ein. VIA11417 www.getcom 1 Campo C.. ES.Esoss,114 MOM SCALE N.T.S. REVISION OATS 6-21-16 200 __J ALTERNATE INSTALLATION SEE NOTE #2 EVERGUARDePREMOLDED VENT BOOT TARGET MADE FROM EVERGUARD TPO MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEA1 CAULK GRADE SEALANT EVERGUARDe WATER BLOCK OR FLEXSEAL" CAULK GRADE SEALANT EVERGUARDePREMOLDED VENT BOOT DRILL-TEC' PLATES & SCREWS 4 PER PENETRATION HEAT -WELDED LAP REINFORCED EVERGUARLf MEMBRANE NOTE: ENERGYGUARDROOF INSULATION ROOF DECK/SUBSTRATE 1. DO NOT CUT SIDE OF PREMOLDED BOOT. IT MUST BE PULLED OVER VENT PIPE. 2. IF THE PLATES AND FASTENERS INTRUDE INTO BOOT FLANGE AREA, THEN A TARGET MUST FIRST BE INSTALLED OVER PLATES AND FASTENERS BEFORE BOOT INSTALLATION. 3. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 5. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD DETAIL 115). 031 "19114 IA ROOF PENETRATION SERIES DRAWING II 506A PREMOLDED VENT BOOT FLASHING DETAIL TINS OVAL *PRIAM TO: ALL SYSTEMS www.patcom I Campus DM. SCALE REVISION DATE 6-26-17 201 ........... PLAN VIEW 1*(25.4 rm) IP • . INDIO TARGET MADE FROM EVERGUARD° MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEAL7 CAULK GRADE SEALANT EVERGUARD° WATER -BLOCK OR SEALANT EVERGUARD° BONDING ADHESIVE (OPTIONAL) EVERGUARD° DETAIL MEMBRANE DRILL-TEC PLATES & SCREWS 4 PER PENETRATION EVERGUARDe MEMBRANE TARGET 1/2" UP PIPE HEAT -WELDED LAP REINFORCED EVERGUARDe MEMBRANE ROOF DECK/SUBSTRATE ENERGYGUAReiROOF 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). 0 im AwfsrgvArd ROOF PENETRATION SERIES DRAWING f 507 FIELD -WRAPPED PENETRATION FLASHING DETAIL Das 1711M/I. APPUES TO ALL SYSTEMS w�,Vjrns. ST-Al..E 71377 202 r PLAN VIEW NOTE:] 1. TO BE USED WHEN TEMPERATURE OF STACK EXCEEDS 160° F. 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 3. APPLY HEAT TO DETAIL MEMBRANE AND FORM BY HAND PRIOR TO INSTALLING. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). TARGET MADE FROM EVERGUARD° MEMBRANE STAINLESS STEEL CLAMP HIGH TEMPERATURE PIPE STACK RAIN HOOD EVERGUARD° BONDING ADHESIVE (OPTIONAL) EVERGUARD° WATER -BLOCK OR FLEX SEAL" CAULK GRADE 24 GA. GALV. PAN EVERGUARD° FLASHING MEMBRANE WOOD NAILER, 5/4" (38.1 mm) x 4" (102 mm) MIN. WIDE SECURED TO DECK (OPTION) DRILL -TECH" PLATES & SCREWS 12"(305 mm) O.C.(6"(152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP EVERGUARD° MEMBRANE TARGET (SEE ABOVE) REINFORCED EVERGUARD° MEMBRANE ROOF DECK/SUBSTRATE ENERGYGUARIi" ROOF INSULATION I c Coma.. 0111 C , P""°°"" N'°16S 6vg-r-511-4rA ROOF PENETRATION SERIES DRAWING P 508 HIGH TEMPERATURE STACK FLASHING DETAIL TM DETAIL APPLIES TO: ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 203 Architectural Detail Drawings NOTE: ROOF PROJECTION EVERGUARCP COATED METAL VERGUARD° POURABLE SEALANT 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 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 I3OX AS SHOWN. STRIP -IN VERTICAL SEAM WHERE BOX IS JOINED TOGETHER. 3. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS, ALLOW 1" (25.4 mm) BETWEEN PROJECTION AND BOX. 4. INSIDE SURFACE OF EVERGUARD® COATED METAL SEALANT BOX (BARE METAL SIDE) MUST BE CLEAN AND DRY BEFORE SEALANT IS APPLIED. 5. EXISTING PROJECTION MUST BE CLEANED AND FREE OF ANY INSULATING MATERIALS. 6. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 7. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 8 ZYPtQmard ROOF PENETRATION SERIES PRAWNS of 509 COATED METAL SEALANT BOX PENETRATION FLASHING THIS DETAIL APPLIES TO ALL SYSTEMS www.getcorn ........ ...MN, IIJ MINA SCALE N.T.S. 12-12-17 204 NOTE] WOOD BLOCKING EVERGUARD° WALKWAY PAD CONTINUOUS UNDER BLOCKING WOOD REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECK/SUBSTRATE 1. IF THE INSULATION COMPRESSIVE STRENGTH IS INSUFFIENT FOR THE EQUIPMENT WEIGHT, INSTALL WOOD UNDER THE EQUIPMENT CARRYING SLEEPER, MATCHING THE HEIGHT OF THE INSULATION. a DAAVAM • OM OEM. /RUES TO Adhered Systems GAF gv".G---440 511 EXPOSED WOOD EQUIPMENT &Anted Systems echeedr.sily IdAttached SystemsSell ROOFPENETRATION SUPPORT SLEEPER DETAIL - ALOweed Systems wow pattsson SERIES Weeds Systems SCALE N.T.S. REVISION EWE 5-26-16 ,=...,"7..7.;.. 205 • Architectural Detail Drawings 2zA, r4411 ii Ilt1941411 .--;.— NENNEEENE ••••••••N ini••••••• NI •• WM ••••17. r NOTE: EQUIPMENT SUPPORT BRACKET FLEXSEAC CAULK GRADE SEALANT EQUIPMENT SUPPORT SECURED TO DECK EVERGUARDe BONDING ADHESIVE (OPTIONAL) REINFORCED EVERGUARDeMEMBRANE DRILL-TEC' PLATES & SCREWS 12" (305 mm) O.C. (6" [152 mm] O.C. FOR BALLASTED SYSTEMS) HEAT -WELDED LAP REINFORCED EVERGUARD° MEMBRANE HEAT -WELDED LAP (SEE EVERGUARDe DETAIL 330 FOR SELF- ADHERED SYSTEMS) ENERGYGUARIr 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 EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). ROOF PENETRATION SERIES DRAWING* CONCEALED WOOD EQUIPMENT SUPPORT DETAIL TIAS DETAIL APPLIES TO ALL SYSTEMS www.g.lf.com 1 CmpuB P.. Perlytomny. kW. SCALE N.T.S. REVISION OATE 6-21-16 206 Architectural Detail Drawings 4 DRAIN STRAINER TOPCOAT° FLEXSEAL CAULK GRADE OR EVERGUARD e WATERBLOCK REINFORCED EVERGUARDe MEMBRANE ENERGYGUARif TAPERED INSULATION ENERGYGUARD'ROOE INSULATION ROOF DECK/SUBSTRATE NOTE:I 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. (tE APPLICABLE). 4. USE ONE FULL TUBE OF FLEXSEAC CAULK GRADE SEALANT OR EVERGUARD WATER BLOCK PER DRAIN. 5. ASPHALT OR STONE PAVER MUST STOP AT DRAIN TAPER. SYR. roCiM4 rd ROOF PENETRATION SERIES DRAWING S S 1 3 '' DRAIN -STANDARD ROOF DRAIN FLASHING DETAIL TME DEUX ARMEE TO: ALL SYSTEMS www,aat.com •t... SCALE N.T.S. ZnAT6E 207 - Architectural Detail Drawings E E 0 NOTE: 1/4" x 6" (6 mm X 152 mm) LAG SCREW CAST ALUMINUM ALLOY STRAINER DOME 4" (102 mm) TPO COATED METAL WELDABLE FLANGE MIN 2" (51 mm) HEAT WELD LAP DRILL-TEO" FASTENER MIN. 4 PER DRAIN REINFORCED EVERGUARD 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 TI)BE TO ENSURE PROPER SEAL. 2. EVERGUARD® PRE FABRICATED DRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN. 3. REFER TO PRODUCT APPLICATION INSTRUCTIONS FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 1361 Nps Rd. Wayne, ell 07470 wenegatzere YPEP-114r11 ROOF PENETRATION SERtES DRAWING*.GiF 514 DRAIN - EVERGUARD TPO COATED DRAIN DETAIL MIS DETAIL AMIJES TO- ALL SYSTEMS SC111.£ N.T.S. 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-TECFASTENER MIN. 4 PER DRAIN REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE EXISTING DRAIN PIPE NOTE: U-FLOW SEAL BODY 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRIS THROUGH THE LENGTH OF THE TUBE TO ENSURE PROPER SEAL. 2. HERCULES° RETRODRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN. 3. REFER TO PRODUCT APPLICATION INSTRUCTIONS FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 6 GAF www.gef corn 'Cm Dm. Sinio, .0.. SIREP...11.40 ROOF PENETRATION SERIES ORAWNG 0/ 515 DRAIN - HERCULES® COATED METAL DRAIN DETAIL TNUMETAII. APPUE5 TO ALL SYSTEMS QP,10. N.T.S. REVISION OM 12-12-17 209 Architectural Detail Drawings 'NOTE: WING NUT HAND TIGHTENED OMGe 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 ENERGYGUARIr ROOF INSULATION ROOF DECK/SUBSTRATE EXISTING DRAIN PIPE OMG" SPEEDTITE' MECHANICAL SEAL 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRIS THE LENGTH OF THE TUBE TO ENSURE PROPER SEAL. 2. OMG" SPEEDTITE' DRAIN CAN ONLY BE USED AS A RETROFIT DRAIN. 3. REFER TO PRODUCT APPLICATION INSTRUCTION FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD" TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). 45mr-9-vard ROOF PENETRATION SERIES DAAW.O A 516 DRAIN - OMG® SPEEDTITE' COATED METAL DRAIN DETAIL TWA OISTAw. AFFIAES TO ALL SYSTEMS mv...00 DOTD SCALE N.T.S. REVISIOTI DATE 12-12-17 210 MIN. 12" (305 mm) DRAIN SUMP BOUNDARY DRAIN BASE " (152 nun) UNREINFORCED MEMBRANE FIELD MEMBRANE CUT TO LAY FLAT IN SUMP AREA DRAIN CLAMPING MIN. 1-1/2" (38.1 mm) WIDE HEAT -WELD NOTE: 1. APPLY EVERGUARD°TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD° DETAIL 115). CUT SECTION OF UNREINFORCED MEMBRANE AS SHOWN AND POSITIONED INTO DRAIN SUMP. EXTEND MEMBRANE OUT OF DRAIN SUMP APPROX. 6" (152 mm). MIN. 1-1/2" (38.1 mm) WIDE HEAT -WELD 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. Z-vgr-QvAr ROOF PENETRATION SERIES DRAVANO II 51 8 DRAIN- SEVERE SUMP TARGET MIS DETAIL APPLIES TO Adhered Systems Ballasted Systems Mechanically Attadmd Systems TrIPOsIta Systems GAFo 11111 SCALE N.T.S. REVISION DATE 10-3-17 ftlimy.11.10/IX4 211 r Architectural Detail Drawings 1" (25.4 0 0 0 0 0 NOTE: 0 DRILL-TEC' PLATES & SCREWS 12" (305 mm) 0.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) BEYONI) THE BOLT HOLES; THE CLAMPING RING BOLTS MUST PENETRATE THE MEMBRANE, 3. TAPER INSULATION TO CREATE A ROOF SUMP MINIMUM 36" x 36" (0.914 m x 0.914 m) IN SIZE (OPTIONAL). 4. IF ASPHALT OR ASPHALTIC PRODUCT IS PRESENT, STOP AT BEGINNING OF SUMP AND FLASH WITH SMOOTH TPO. 5. DO NOT RUN SEPARATION SHEET INTO BOWL AREA IF USED IN SYSTEM. 6. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 8 etollgtia el DRAWING N 519 DRAIN - PRE TARGET 11113 DETAIL APPLIES TO Adhered Systems SeBallasted Systems tt-Adhered Systems GAF ROOF PENETRATION Heat -Weld Only lennv.get.com SERIES Mechanically Attethed Systems TriPosite Systems SCALE ROSSI. DATE I Griqua ... PRN01........ OTOS. N.T.S. 6-22-16 212 Architectural Detail Drawings r, 1(25.4 m NOTE: DRAIN STRAINER DRAIN CLAMP RING EVERGUAREPWATER-BLOCK OR FLEXSEAC CAULK GRADE SEALANT REINFORCED EVERGUARe MEMBRANE (SMOOTH ONLY) II I ENERGYGUARD-TAPERED ROOF INSULATION (OPTIONAL) HEAT -WELDED LAP 111111111111111111 1 /////// Vv/ REINFORCED EVERGUARD° MEMBRANE ENERGYGUARIf ROOF 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 EVERGUARD6 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD6 DETAIL 115). ROOF PENETRATION SERIES 0.0000W0 • 520 DRAIN - POST TARGET D. IDETAlt AMES TO ALL SYSTEMS GAF'*r---9--ua-r.4 , 0 SCALE N.T.S. REIOSAY4 Co..,TE 6-22-16 213 Architectural Detail Drawings CONTINUOUS PENETRATION PREMOLDED EVERGUARC? SPLIT PIPE BOOT FLEXSEAC CAULK GRADE SEALANT EVERGUARCP WATER -BLOCK OR FLEXSEAI UNDER METAL BAND HEAT WELDED LAP EVERGUARD. REINFORCED MEMBRANE ENERGYGUARD" ROOF INSULATION ROOF DECKISUBSTRATE NOTE: 1. FOUR DRILL•TEC' PLATES & SCREWS AROUND PENETRATION. 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET, THENA,TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. 25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 4. APPLY EVERGUARD6 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD0 DETAIL 115). 454":v.4r4 ROOF PENETRATION SERIES 0.WPKI a 524 SPLIT PIPE BOOT DETAIL DIM DETAIL APILIII5 TO- ALL SYSTEMS www.ster.com I Cwo.111. ft,191:0,.. MY sc*t N.T.S.12-12-17 REVISION DATE 214 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 ENERGYGUARD' ROOF INSULATION ROOF DECK/SUBSTRATE 1. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS, ALLOW 1" (25.4 mm) BETWEEN PROJECTION AND POCKET. 2. THE EXISTING PROJECTION MUST BE CLEAN OF ALL DEBRIS BEFORE INSTALLATION. 3. FOUR DRILL-TEC" PLATES & SCREWS INSERTED AROUND PENETRATION, 4. EVERGUARD° POURABLE SEALER POCKET MUST BE PRIMED WITH EVERGUARDeTPO 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. GAF vovew.gar.com I Comp. Dm.. P.m, NI OREN giv-"9-44r1 ROOF PENETRATION SERIES DRAWING • 525A POURABLE SEALANT POCKET DETAIL MS DETAIL APPLIES TO: ALL SYSTEMS SCALE N.T.S. REVISION DATE 12-12-17 215 Architectural Detail Drawings ALTERNATE INSTALLATION EVERGUARIfSQUARE TUBE WRAP TARGET MADE FROM EVERGUARI? MEMBRANE PENETRATION EVERGUARDe SQUARE TUBE WRAP FLEXSEA1 CAULK GRADE SEALANT METAL BAND EVERGUARCP WATER -BLOCK OR FLEXSEAC. UNDER METAL BAND PIECES OF EVERGUARD.WALKWAY PAD SEE NOTE #1 DRILL-TEePLATES & SCREWS 4 PER STACK CONCEALED UNDER FLANGE HEAT -WELDED LAP AROUND PERIMETER OF EVERGUARD6 TPO SQUARE TUBE WRAP REINFORCED EVERGUARDe MEMBRANE ENERGYGLIARD'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 EVERGUARD6 TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD® DETAIL 115). AEY..c.E034.40 ROOF PENETRATION SERIES DRAWMO 0 527 SQUARE TUBE WRAP DETAIL TWO WAAL APTURII TO ALL SYSTEMS GAF www,goEcom 0,„.. SCALE N.T.S. MOLD,/ DATE 12-12-17 21 6 NOTE: SHINGLES, TILE, OR METAL PANELS BY OTHER MANUFACTURERS CONTINUE UNDERLAYMENT OVER EVERGUARe MEMBRANE FLASHING APPROVED FASTENERS EVERGUARD° WATER BLOCK EVERGUARe 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) NE nom= aummossm DRILL-TEC." PLATES & SCREWS 12* (305 mm) O.C. OR 6" (152 mm) O.C. FOR BALLASTED SYSTEMS 1. MINIMUM SLOPE IS 2:12. 2. FOR INSULATION THICKNESS GREATER THAN 8" (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 3. ADD BALLAST PER SPECIFICATION FOR BALLASTED SYSTEMS. 4, FOR SELF -ADHERED SYSTEMS. SEE EVERGUAREP DETAIL 330 FOR LAP APPLICATION, 5. APPLY EVERGUARD. TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARe DETAIL 115). 4w9-11-414 SPEORL CONSTRUCTION SERIES DRAWING It 601A STEEP SLOPE TIE-IN DETAIL THIS CM& APPLIES TEE ALL SYSTEMS GAF www.gatcorn 1 Caron Dorm Aosta, I. OVAL SCALE N.T.S. TPO ONLY REVISION DATE 12-14-16 217 Architectural Detail Drawings STONE/PAVER BALLAST EVERGUARDe POLY CUSHIONING LAYER REINFORCED EVERGUARD3 MEMBRANE CONCRETE PAVER EVERGUARDePOLY CUSHIONING LAYER (IF BALLAST ROCK IS RE -USED) REINFORCED EVERGUARDe MEMBRANE 'STONE/PAVER BALLAST ENERGYGUARe ROOF INSULATION ROOF DECK / SUBSTRATE 1. REMEMBER: DO NOT CROSS SEAMS WITH CONCRETE PAVER OR EVERGUARDe POLY CUSHIONING SHEET. 2. GUARANTEE INSPECTION TO BE MADE BEFORE BALLAST IS BROADCAST AROUND ROOF. CRAVING 0 TIM DEMO APPLES TO Y-"rQuArcl SPECIAL CONSTRUCTION 603 PAVER WALKWAY INSTALLATION DETAIL Ballasted Systems SERIES ..vd Gat corn I 0.fignn DI1.1 504.5 REVISION DATE Pwstee•ry NJ 11?... N.T.S. 12-12-17 218 HEAT -WELDED AREA 2" (52 mm) CONTINUOUSLY AROUND PERIMETER ROUND CORNERS EVERGUARD WALKWAY PAD CUT FROM WALKWAY ROLL HEAT -WELDED LAP EVERGUARD REINFORCED MEMBRANE ENERGYGUARCr ROOF INSULATION ROOF DECK / SUBSTRATE NOTE:I 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. e GAF aw, lim9-441 SPECIAL CONSTRUCTION SERIES DRAWING P 604 HEAT WELDED WALKWAY INSTALLATION MS DETAIL APPLIES TO ALL SYSTEMS SCALE N.T.S. REVISION DALE 12-15-17 219 Architectural Detail Drawings OIAGOSES4EBSESSIMEI.11 ....... PRX4.0E1 • u*aINIMMEMMENNOINI MIONIMMINI Vfr SECTION A NOTE: DETAIL IS NOT GUARANTEED HEAT WELD (BOTH SIDES) LIGHTNING ROD CABLE LINE/LIGHTNING ROD BASE REINFORCED EVERGUARD° MEMBRANE 6" (152 mm) x 6" (152 mm) PATCH HEAT WELDED LAP REINFORCED EVERGUARD° MEMBRANE ROOF DECK/ SUBSTRATE ENERGYGUARIS' ROOF INSULATION 1. APPLY EVERGUARDe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDe DETAIL 115). 6 Raw orgmard ROOF PENETRATION SERIES MAYA. NTcS 605 LIGHTNING PROTECTION TERMINAL - ROOF MOUNT DETAIL WL. APPLES TO ALL SYSTEMS SCALE N.T.S. '73 -717 220 DETAIL IS NOT GUARANTEED ........................ ALTERNATE ROD WALL MOUNT REINFORCED EVERGUARDe 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 ISTED COPPER OR ALUMINUM CABLE REINFORCED EVERGUARDe MEMBRANE REINFORCED MEMBRANE STRAP HOT AIR WELDED TO FLASHING SUPPORT PLATE SIDE MOUNT AIR TERMINAL BASE EVERGUARDe WATER BLOCK BETWEEN PLATE AND FLASHING MEMBRANE EVERGUARDe GUN GRADE SEALANT AROUND PLATE 0 ,,, , -,A4 0 ROOF PENETRATION SERIES ORAIMNO 10GAF 607 LIGHTNING PROTECTION TERMINAL - WALL MOUNT DETAIL INS DETAIL APPLIES TO. ALL SYSTEMS www.gat.com 1 Carpus OWL Parn7...... SCALE N.T.S. REVISION DALE 11-27-17 221 Architectural Detail Drawings 11 CONCRETE BLOCK WEIGHT SATELLITE DISH BASE TRAY EVERGUARD WALKWAY PAD EVERGUARD® REINFORCED MEMBRANE ROOF DECK / SUBSTRATE ENERGYGUARD"' ROOF INSULATION CYRrAvAml ROOF PENETRATION SERIES ORAVneK3 0 608 SATELLITE DISH MOUNTING DWI =TAM 41.1.101 TO, ALL SYSTEMS W.getcarn I Cam..... r....men, XJ caw SCALE N.T.S. FtEV,50.4 CAM 6-26-17 222 Section 6: Glossary* *This glossary is provided for clarity specific to the contents of this guide. 223 Anchor Bar — 16 gauge 1" (25 mm) wide galvanized GAF flat bar used at the roof perimeter for high wall horizontal termination. Angle Changes — Any change in degrees of the roofing plane, penetrations or deck sheets that varies from level. Backer Rod — Installed in a place of a top edge termination bar or counter flashing. Rod is to be a minimum of one and one half times the opening size of the locating channel. This must be a closed cell foam, and is to act as compression between the membrane and the outside channel. Bonding Adhesive — Adhesive used for adhering membranes to decks, substrates, walls and details. Adhesives can be either water- or solvent - based depending upon application and must be GAF branded. Bridging — Non -adhered or unattached membrane spanning any angle change, that causes the membrane to rise out of the angle change. Caulking — Used as sealant at the top edge of mechanical termination for waterproofing. This must be GAF branded. Cover Tape — GAF -specified products in widths of cured laminate with a cured butyl adhesive. Curb or Wall Flashing — GAF reinforced membrane is to be used for the flashing membrane. Dew Point Temperature — The temperature at which water vapor condenses in cooling air at the existing atmospheric pressure and vapor content. Cooling at or below the dew point will cause condensation. Drains — The vessel used for the collection and removal of water from the roof surface. Expansion Joints — A structural joint in a building that continues into the roof deck that allows for a building's expansion and contraction. Fascia Edging and Gravel Stop — A GAF membrane and specific weldable coated metal used for attachment of membrane to metal edging. Field Fabricating Membrane— GAF unsupported membrane used in the fabricating corners, pipe boots and T-joint covers. Heat Stack — Usually a round double or triple wall metal stack used to protect the membrane and roofing substrate from temperatures usually exceeding 150°F (66°C) in temperature. Inside Corner — Area usually of a wall flashing that makes any number of degree and angle changes from which the flashing must exit. 90 degree corners are the most common. Insulation — Installed under the roofing materials usually for energy efficiency, or as a flat stabilizing platform, and can be installed over previously installed roofing systems for protection of the new system. Outside Corner — Area usually of a wall or curb flashing that makes any number of degree and angle changes that the flashing membrane must exit the exterior side of the corner. 90 degrees is the most common and can also include pitch pockets and metal edging. 224 Penetration — Any hole or protrusion that passes through the roofing membrane. Perimeter Fastening — The specified method of mechanical attachment of the field sheet membranes at the base of walls, curbs, pipes and expansion joints. This can also be referred to a base attachment. Picture Frame — The lay -out of half sheets at the outside and inside perimeter edges of the building. Used in mechanically attached systems to meet GAF criteria. Pig Ear — An uncut fold of flashing used to form an inside corner. Pipes — A round projection that exits through the roofing membrane. Pitch Pocket — Flanged enclosures with vertical walls that are installed around roof penetrations that are difficult to seal with conventional flashing methods. They are filled with elastomeric sealant. They are sometimes called pitch pans or sealant box penetration flashing. Pre -Fabricated — Factory made pipe boots, corners, T-joint patches, etc. Pre -Weld — Method of hand welding the back edge of the hot air welded seam area to provide a trap for hot air, to enhance the hot air welded seam. Probing — Manual method for checking the integrity of hot air welded seams using a blunt probe (a blunt or dull cotter key puller hand tool) run along the length of the seam with horizontal pressure applied into the bottom edge of the weld. Scuppers — Openings through a parapet wall for the evacuation of water off the roofing surface. These can either be the primary or overflow drainage methods for the roofing system. Seams — Any hot air weld made between two layers of membrane. Target — First step in waterproofing of a field fabricated pipe flashing, which can either be reinforced or unreinforced membrane. Also can be used in a pre- or post- targeting of a drain sump when a hot air welded enters the sump area. Termination — The method of waterproofing and mechanically attaching the top edges of curbs and walls. Usually this is done as a method of compression into a sealant. Termination Bar — A metal bar, typically aluminum, located at vertical and horizontal edges to hold the edge of the membrane or provide intermediate securement. 225 226 227 228 Hotline 800-766-3411 (800-ROOFM411 echnicalquestlans@gaf.com #298 COMEG200 EverGuard® TPO 60 mil Membrane Data Sheet Updated: 6/18 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION CORRCTION LTR# RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER D11 VP> Quality You Can Trust... From North America's Largest Roofing Manufacturer! EverGuard® TPO 60 mil Membrane Applicable Standards UL Listed, FM Approved, Miami -Dade County Product Control Approved, State of Florida Approved, CRRC Rated, Title 24 Compliant*, ENERGY STAR®Certifiec**, ASTM D6878. ..... - Physical Properties .- ..._ 1. Certain data is provided in MD (machine 2. Data is based upon typical product 1 ...... . . . 1 ASTM Test Method ' ASTM D6878 Minimum EverGuard® -ii Typical Test Data direction( x CMD (cross machine direction( format. performance, and is subject to normal manufacturing tolerance and variance. Nominal Thickness ASTM 0751 0.039" (min.) (0.99 mrn) 0.060" (1.52 mm( Breaking Strength ASTM D751 Grab Method 220 Ibf/in. (38.5 kn/m) 305 Ibf x 290 lbf (454 x 432 kg/m) Factory Seam Strength ASTM D751 66 Ibf (98.34 kg/m) 135 Ibf (membrane failure) (201.1 kg/m) Elongation at Break ASTM D751 15% 30% Heat Aging ASTM D573 90% Retention of Breaking Strength and Elongation at Break 100% Tear Strength ASTM D751 8" x 8" (203 x 203 mm) Sample 55 lb (81.95 kg/m) 75 lbf x 130 Ibf (111,8 x 193.7 kg/m) Puncture Resistance FTM 101 C Method 2031 Not Established : 380 Ib. (172 kg) Cold Brittleness ASTM D21 37 -40"C -40°C 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 0471 OP158°F (70°C), 1 week +/-3.0% (top coating only( Hydrostatic Resistance ASTM D751 Method D Not Established 430 psi Ozone Resistance ASTM DI 149 No visible deterioration @ 7 x magnification t No visible deterioration @ 7 x magnification SRI ISolcr Reflectance Index) Initial/Aged N/A N/A 94/81 83 Aged Title 24 Reflectivity (white) Initial/Aged ASTM C1549 ASTM E903 N/A N/A 0.76/0,68 81.9% Reflectance Emissivity 'white( Initial/Aged ASTM C1371 ASTM E403 N/A N/A ' 0.90/0.83 0.94 Weather Resistance ASTM G155/D6878 10,080 KJ/1m' • nml at 340 nm >25,000 K.1/1m'• nm1al 340 nm Heat Aging ASIA!, D573 240°F (115"C) for 32 weeks 60 weeks Thickness Above Scrim Guarantee Up tc 25 years ASTM 07635 Min 30% of Total Thickness 22,1 i Nominal) *White, Energy Gray, and Energy Tan Membranes Only Product Data **E RGY TAronly valid in the U.S. 5'x 100' Roll Size (1.52 x 30.5 m) (500 sq. ft [46.5 sq.m]( --- 6' x100' (1.83 x 305 m( (600 sq. ft. [55 74 sq.m]) ) 8`x100' (2 44 x 30.5 m( 800 sq. ft, [74.3 sq.m11 10'x100' (3.05 x 30.5 m( (1,000 sq. ft. [92.9 sq.m]( ..._ ...... . 12'x100' (3.65 x 30.5 m) (1,200 sq. ft [111.484 sq.rnI) Roll Weight 162 lb 173.5 kg) 194.4 Ib. (88.2 kg( 257 lb. (117 kg) 322 Ib. (146 1 k1 386 4 Ib. (175.3 kg( White, Tan, Gray Colors 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. Note: Membrd fsp horntalIy Ir ID „ets, iipcked pyramid -style and banded. Product sizes, dimensions, and widthsare no n I values and are su lec „ii.n inanuf9cturiNyZ,pacl,c'eg'ing tolerance and vaciation, 4. hi tik, Quality You Can Tmsf... From North America's Largest Roofing Manufacturer!' gaf. com ©2018 GAF 6/18 • #342 When Recorded, Return to: King County Housing Authority Attention: Michael Cuadra 18WEW FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila Cc BUILDING DIVISION IIHhIIIIIIi 11 1 JlHh1i1 I 111 11111111 20190829000396 COVENANT Rec: 0105,60 8/20/2019 11:30 AM KING COUNTY, WA ndominium 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 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 CORRECTION LTR# 1)11-12011 SIGNATURES, ACKNOWLEDGEMENTS AND NOTARY (INDIVIDUAL —attach more pages if needed) Dated: "1-2e3 zce Daniel R Watson Printed Name State of Washington ) ss County of I certify that I know or have satisfactory evidence that ,ea-a/e/,./ • ,./A. 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: Residing at NOTA Y PUBLIC in and for the State of Washington /Mb „01 My commission expires: /4/ A/14' ;<6</ PRINT NAME: /4,Ax /--;15/i/ .-:.‘4,‘E EV,t11'4 6 , ....,":',...,ii..- orprili•1" re. / .i::' ("' ••• IP° etwa '.,‘,A /, -7 T. i'4\liol.A4 ti, ' ::..- 5 Cli . • "" ..• „ "4..)....i-- ;., 4, 4,„%s, .0 .:.-. , -,-- -,,,„,,,,,,„ - ,,,,,t% 7:- /, 4.• aRk ....... /, , , jIht\‘,..,....0.S.' Use this space for Notary Seal 2 4' 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 ENGROSSED HOUSE BILL 1848 State of Washington 59th Legislature 2005 Regular Session By Representatives Springer, Tom, Lantz, Priest, Hunter, Jarrett, Clibborn, Serben, Fromhold, Rodne, Williams, Flannigan, Kessler, O'Brien and Simpson Read first time 02/08/2005. Referred to Committee on Judiciary. RECEIVED CITY OF TUKWILA AUG 3 2019 PERMIT CENTER 1 AN ACT Relating to managing construction defect disputes involving 2 multiunit residential buildings; amending RCW 64.34.415, 64.34.410, and 3 64.34.100; adding a new section to chapter 64.34 RCW; adding a new 4 chapter to Title 64 RCW; creating a new section; and providing an 5 effective date. 6 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: 7 NEW SECTION. Sec. 1. APPLICABILITY. (1) Sections 2 through 10 of 8 this chapter apply to any multiunit residential building for which the 9 permit for construction or rehabilitative construction of such building 10 was issued on or after the effective date of this act. 11 (2) Sections 2 and 11 through 18 of this act apply to any action 12 that alleges breach of an implied or express warranty under chapter 13 64.34 RCW or that seeks relief that could be awarded for such breach, 14 regardless of the legal theory pled, except that sections 11 through 18 15 of this act shall not apply to: 16 (a) Actions filed or served prior to the effective date of this 17 18 19 act; (b) Actions for which a notice of claim was served pursuant to chapter 64.50 RCW prior to the effective date of this act; CORRECTION LTR1 blot- IYA 48 1 (c) Actions asserting any claim regarding a building that is not a 2 multiunit residential building; 3 (d) Actions asserting any claim regarding a multiunit residential 4 building that was permitted on or after the effective date of this act 5 unless the letter required by section 7 of this act has been submitted 6 to the appropriate building department or the requirements of section 7 10 of this act have been satisfied. 8 (3) Other than the requirements imposed by sections 2 through 10 of 9 this act, nothing in this chapter amends or modifies the provisions of 10 RCW 64.34.050. 11 NEW SCTION,. Sec. 2. DEFINITIONS. Unless the context clearly 12 requires otherwise, the definitions in RCW 64.34.020 and in this 13 sectiorappl.y,tAroughout this chapter. 14 (1) "Attached dwelling units" means any dwelling unit that is 15 attached to another dwelling unit by a wall, floor, or ceiling that 16 separates heated living spaces. A garage is not a heated living space. 17 (2) "Building enclosure" means that part of any building, above or 18 below grade, that physically separates the outside or exterior 19 environment from interior environments and which weatherproofs, 20 waterproofs, or otherwise protects the building or its components from 21 water or moisture intrusion. Interior environments consist of both 22 heated and unheated enclosed spaces. The building enclosure includes, 23 but is not limited to, that portion of roofs, walls, balcony support 24 columns, decks, windows, doors, vents, and other penetrations through 25 exterior walls, which waterproof, weatherproof, or otherwise protect 26 the building or its components from water or moisture intrusion. 27 (3) "Building enclosure design documents" means plans, details, and 28 specifications for the building enclosure that have been stamped by a 29 licensed engineer or architect. The building enclosure design 30 documents shall include details and specifications that are appropriate 31 for the building in the professional judgment of the architect or 32 engineer which prepared the same to waterproof, weatherproof, and 33 otherwise protect the building or its components from water or moisture 34 intrusion, including details of flashing, intersections at roof, eaves 35 or parapets, means of drainage, water -resistive membrane, and details 36 around openings. 37 "Developer" means: 1401T335,15100 &,,00 pn 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 (a) With respect to a condominium or a conversion condominium, the declarant; and (b) With respect to all other buildings, an individual, group of individuals, corporation, partnership, corporation, association, municipal state agency, or other entity or person that obtains a building permit for the construction or rehabilitative reconstruction of a multiunit residential building. If a permit is obtained service providers such as architects, contractors, and consultants obtain permits for others as part of services rendered for a fee, person for whom the permit is obtained shall be the developer, not service (5) phrases by who the the provider. "Dwelling unit" has the meaning given to that phrase or similar in the ordinances of the jurisdiction issuing the permit for construction of the building enclosure but if such ordinances do not provide a definition, then "dwelling unit" means a residence containing living, cooking, sleeping, and sanitary facilities. (6) "Multiunit residential building" means: (a) A building containing more than two attached dwelling units, including a building containing nonresidential units if the building also contains more than two attached dwelling units, but excluding the following classes of buildings: (i) Hotels and motels; (ii) Dormitories; (iii) Care facilities; (iv) Floating homes; (v) A building that contains attached dwelling units that are each located on a single platted lot, except as provided in (b) of this subsection. (vi) A building in which all of the dwelling units are held under one ownership and is subject to a recorded irrevocable sale prohibition covenant. (b) If the developer submits to the appropriate building department when applying for the building permit described in section 3 of this act a statement that the developer elects to treat the improvement for which a permit is sought as a multiunit residential building for all purposes under this chapter, then "multiunit residential building" also means the following buildings for which such election has been made: (i) A building containing only two attached dwelling units; P• EHB 1848 1 (ii) A condominium that does not contain attached dwelling units; 2 and 3 (iii) Any building that contains attached dwelling units each of 4 which is located on a single platted lot. 5 (7) "Qualified building inspector" means a person satisfying the 6 requirements of section 5 of this act. 7 (8) "Rehabilitative construction" means construction work on the 8 building enclosure of a multiunit residential building if the cost of 9 such construction work is more than five percent of the assessed value 10 of the building. 11 (9) "Sale prohibition covenant" means a covenant that prohibits the 12 sale or other disposition of individual dwelling units as or as part of 13 a condominium for five years or more from the date of first occupancy 14 except as otherwise provided in section 10 of this act, and the 15 developer has submitted to the appropriate building department a 16 certified copy of the recorded covenant; provided such covenant shall 17 not apply to sales or dispositions listed in RCW 64.34.400(2). The 18 covenant must be recorded in the county in which the building is 19 located and must be in substantially the following form: 20 This covenant has been recorded in the real property records of 21 . . County, Washington, in satisfaction of the 22 requirements of sections 2 through 10 of this act. The 23 undersigned is the owner of the property described on Exhibit 24 A (the "Property"). Until termination of this covenant, no 25 dwelling unit in or on the Property may be sold as a 26 condominium unit except for sales listed in RCW 64.34.400(2). 27 This covenant terminates on the earlier of either: (a) 28 Compliance with the requirements of section 10 of this act, as 29 certified by the owner of the Property in a recorded supplement 30 hereto; or (b) the fifth anniversary of the date of first 31 occupancy of a dwelling unit as certified by the Owner in a 32 recorded supplement hereto. 33 All title insurance companies and persons acquiring an interest in the 34 Property may rely on the forgoing certifications without further 35 inquiry in issuing any policy of title insurance or in acquiring an 36 interest in the Property. EHB 1848 p. 4 1 (10) "Stamped"' means bearing the stamp and signature of the 2 responsible licensed architect or engineer on the title page and every 3 sheet of the documents, drawings, or specifications, including 4 modifications to the documents, drawings, and specifications that 5 become part of change orders or addenda to alter those documents, 6 drawings, or specifications. 7 NEW SECTION. Sec. 3. DESIGN DOCUMENTS. (1) Any person applying 8 for a building permit for construction or rehabilitative construction 9 of the building enclosure of a multiunit residential building shall 10 submit building enclosure design documents to the appropriate building 11 department prior to the start of construction or rehabilitative 12 construction. If construction work on a building enclosure is not 13 rehabilitative construction because the cost thereof is not more than 14 five percent of the assessed value of the building, then the person 15 applying for a building permit shall submit to the building department 16 a letter so certifying. Any changes to the building enclosure design 17 documents that alter the manner in which the building or its components 18 is waterproofed, weatherproofed, and otherwise protected from water or 19 moisture intrusion shall be stamped by the architect or engineer and 20 shall be provided to the building department and to the person 21 conducting the course of construction inspection in a timely manner to 22 permit such person to inspect for compliance therewith, and may be 23 provided through individual updates, cumulative updates, or as -built 24 updates. 25 (2) The building department shall not issue a building permit for 26 construction of the building enclosure of a multiunit residential 27 building or for rehabilitative construction unless the building 28 enclosure design documents contain a stamped statement by the person 29 stamping the building enclosure design documents in substantially the 30 following form: "The undersigned has provided building enclosure 31 documents that in my professional judgment are appropriate to satisfy 32 the requirements of sections 1 through 10 of this act." 33 (3) The building department is not charged with determining whether 34 the building enclosure design documents are adequate or appropriate to 35 satisfy the requirements of sections 1 through 10 of this act. Nothing 36 in sections 1 through 10 of this act requires a building department to 37 review, approve, or disapprove enclosure design documents. p. 5 EHB 1848 1 NEW SECTION. Sec. 4. INSPECTIONS. All multiunit residential 2 buildings shall have the building enclosure inspected by a qualified 3 inspector during the course of initial construction and during all 4 rehabilitative construction. 5 NEW SECTION. Sec. 5. INSPECTORS--QUALIFICATIONS--INDEPENDENCE. 6 (1) A qualified building enclosure inspector: 7 (a) Must be either: (i) A licensed architect or engineer with 8 verifiable training and experience in building enclosure design and 9 construction; or (ii) any person with substantial and verifiable 10 training and experience in building enclosure design and construction; 11 (b) Shall be free from improper interference or influence relating 12 to the inspections; and 13 (c) May not be an employee, officer, or director of, nor have any 14 pecuniary interest in, the declarant, developer, association, or any 15 party providing services or materials for the project, or any of their 16 respective affiliates, except that the qualified inspector may be the 17 architect or engineer who approved the building enclosure design 18 documents or the architect or engineer of record. The qualified 19 inspector may, but is not required to, assist with the preparation of 20 such design documents. 21 (2) Nothing in this section alters requirements for licensure of 22 any architect, engineer, or other professional, or alters the 23 jurisdiction, authority, or scope of practice of architects, engineers, 24 other professionals, or general contractors. 25 NEW SECTION. Sec. 6. SCOPE OF INSPECTION. (1) Any inspection 26 required by this chapter shall include, at a minimum, the following: 27 (a) Water penetration resistance testing of a representative sample 28 of windows and window installations. Such tests shall be conducted 29 according to industry standards. Where appropriate, tests shall be 30 conducted with an induced air pressure difference across the window and 31 window installation. Additional testing is not required if the same 32 assembly has previously been tested in situ within the previous two 33 years in the project under construction by the builder, by another 34 member of the construction team such as an architect or engineer, or by 35 an independent testing laboratory; and EHB 1848 p. 6 1 (b) An independent periodic review of the building enclosure during 2 the course of construction or rehabilitative construction to ascertain 3 whether the multiunit residential building has been constructed, or the 4 rehabilitative construction has been performed, in substantial 5 compliance with the building enclosure design documents. 6 (2) Subsection (1)(a) of this section shall not apply to 7 rehabilitative construction if the windows and adjacent cladding are 8 not altered in the rehabilitative construction. 9 (3) "Project" means one or more parcels of land in a single 10 ownership, which are under development pursuant to a single land use 11 approval or building permit, where window installation is performed by 12 the owner with its own forces, or by the same general contractor, or, 13 if the owner is contracting directly with trade contractors, is 14 performed by the same trade contractor. 15 NEW SECTION. Sec. 7. CERTIFICATION --CERTIFICATE OF OCCUPANCY. 16 Upon completion of an inspection required by this chapter, the 17 qualified inspector shall prepare and submit to the appropriate 18 building department a signed letter certifying that the building 19 enclosure has been inspected during the course of construction or 20 rehabilitative construction and that it has been constructed or 21 reconstructed in substantial compliance with the building enclosure 22 design documents, as updated pursuant to section 3 of this act. The 23 building department shall not issue a final certificate of occupancy or 24 other equivalent final acceptance until the letter required by this 25 section has been submitted. The building department is not charged 26 with and has no responsibility for determining whether the building 27 enclosure inspection is adequate or appropriate to satisfy the 28 requirements of this chapter. 29 NEW SECTION. Sec. 8. INSPECTOR, ARCHITECT, AND ENGINEER 30 LIABILITY. (1) Nothing in this act is intended to, or does: 31 (a) Create a private right of action against any inspector, 32 architect, or engineer based upon compliance or noncompliance with its 33 provisions; or 34 (b) Create any independent basis for liability against an 35 inspector, architect, or engineer. p. 7 EHB 1848 1 (2) The qualified inspector, architect, or engineer and the 2 developer that retained the inspector, architect, or engineer may 3 contractually agree to the amount of their liability to the developer. 4 NEW SECTION. Sec. 9. NO EVIDENTIARY PRESUMPTION --ADMISSIBILITY. 5 A qualified inspector's report or testimony regarding an inspection 6 conducted pursuant to this chapter is not entitled to any evidentiary 7 presumption in any arbitration or court proceeding. Nothing in this 8 chapter restricts the admissibility of such a report or testimony, and 9 questions of the admissibility of such a report or testimony shall be 10 determined under the rules of evidence. 11 NEW SECTION. Sec. 10. NO SALE OF CONDOMINIUM UNIT ABSENT 12 COMPLIANCE. (1) Except for sales or other dispositions listed in RCW 13 64.34.400(2), no declarant may convey a condominium unit that may be 14 occupied for residential use in a multiunit residential building 15 without first complying with the requirements of sections 1 through 10 16 of this act unless: 17 (a) With respect to original building construction, the stamped 18 documents required by section 3 of this act and the letter required by 19 section 7 of this act have been submitted to the appropriate building 20 department; provided this subsection (1)(a) does not apply to 21 conversion condominiums; or 22 (b) The building enclosure of the building in which such unit is 23 included is inspected by a qualified building enclosure inspector, and: 24 (i) The inspection includes such intrusive or other testing, such 25 as the removal of siding or other building enclosure materials, that 26 the inspector believes, in his or her professional judgment, is 27 necessary to ascertain the manner in which the building enclosure was 28 constructed; 29 (ii) The inspection evaluates, to the extent reasonably 30 ascertainable and in the professional judgment of the inspector, the 31 present condition of the building enclosure including whether such 32 condition has adversely affected or will adversely affect the 33 performance of the building enclosure to waterproof, weatherproof, or 34 otherwise protect the building or its components from water or moisture 35 intrusion. "Adversely affect" has the same meaning as provided in RCW 36 64.34.445(7); EHB 1848 p. 8 1 (iii) The inspection report includes recommendations for repairs to 2 the building envelope that, in the professional judgment of the 3 qualified building inspector, are necessary to: (A) Repair a design or 4 construction defect in the building envelope that results in the 5 failure of the building envelope to perform its intended function and 6 allows unintended water penetration not caused by flooding; and (B) 7 repair damage caused by such a defect that has an adverse effect as 8 provided in RCW 64.34.445(7); 9 (iv) With respect to a building that would be a multiunit 10 residential building but for the recording of a sale prohibition 11 covenant and unless more than five years have elapsed since the date 12 such covenant was recorded, all repairs to the building enclosure 13 recommended pursuant to (b)(iii) of this subsection have been made; and 14 (v) The declarant provides as part of the public offering 15 statement, consistent with RCW 64.34.410 (1)(nn) and (2), an inspection 16 and repair report signed by the qualified building enclosure inspector 17 that identifies: 18 (A) The extent of the inspection performed pursuant to this 19 section; 20 (B) The information obtained as a result of that inspection; and 21 (C) The manner in which any repairs required by this section were 22 performed, the scope of those repairs, and the names of the persons 23 performing those repairs. 24 (2) Failure to deliver the inspection and repair report in 25 violation of this section constitutes a failure to deliver a public 26 offering statement for purposes of chapter 64.34 RCW. 27 NEW SECTION. Sec. 11. ARBITRATION--ELECTION--NUMBER OF 28 ARBITRATORS--QUALIFICATIONS--TRIAL DE NOVO. (1) If the declarant, an 29 association, or a unit owner demands an arbitration by filing such 30 demand with the court not less than thirty and not more than ninety 31 days after filing or service of the complaint, whichever is later, the 32 parties shall participate in a private arbitration hearing. The 33 declarant, the association, and the unit owner do not have the right to 34 compel arbitration without giving timely notice in compliance with this 35 subsection. Unless otherwise agreed by the parties, the arbitration 36 hearing shall commence no more than fourteen months from the later of 37 the filing or service of the complaint. p. 9 EHB 1848 1 (2) Unless otherwise agreed by the parties, claims that in 2 aggregate are for less than one million dollars shall be heard by a 3 single arbitrator and all other claims shall be heard by three 4 arbitrators. As used in this chapter, arbitrator also means 5 arbitrators where applicable. 6 (3) Unless otherwise agreed by the parties, the court shall appoint 7 the arbitrator, who shall be a current or former attorney with 8 experience as an attorney, judge, arbitrator, or mediator in 9 construction defect disputes involving the application of Washington 10 law 11 (4) Upon conclusion of the arbitration hearing, the arbitrator 12 shall file the decision and award with the clerk of the superior court, 13 together with proof of service thereof on the parties. Within twenty 14 days after the filing of the decision and award, any aggrieved party 15 may file with the clerk a written notice of appeal and demand for a 16 trial de novo in the superior court on all claims between the appealing 17 party and an adverse party. As used in this section, "adverse party" 18 means the party who either directly asserted or defended claims against 19 the appealing party. The demand shall identify the adverse party or 20 parties and all claims between those parties shall be included in the 21 trial de novo. The right to a trial de novo includes the right to a 22 jury, if demanded. The court shall give priority to the trial date for 23 the trial de novo. 24 (5) If the judgment for damages, not including awards of fees and 25 costs, in the trial de novo is not more favorable to the appealing 26 party than the damages awarded by the arbitrator, not including awards 27 of fees and costs, the appealing party shall pay the nonappealing 28 adverse party's costs and fees incurred after the filing of the appeal, 29 including reasonable attorneys' fees so incurred. 30 (6) If the judgment for damages, not including awards of fees and 31 costs, in the trial de novo is more favorable to the appealing party 32 than the damages awarded by the arbitrator, not including awards of 33 fees and costs, then the court may award costs and fees, including 34 reasonable attorneys' fees, incurred after the filing of the request 35 for trial de novo in accordance with applicable law; provided if such 36 a judgment is not more favorable to the appealing party than the most 37 recent offer of judgment, if any, made pursuant to section 17 of this EHB 1848 p. 10 1 act, the court shall not make an award of fees and costs to the 2 appealing party. 3 (7) If a party is entitled to an award with respect to the same 4 fees and costs pursuant to this section and section 17 of this act, 5 then the party shall only receive an award of fees and costs as 6 provided in and limited by section 17 of this act. Any award of fees 7 and costs pursuant to subsections (5) or (6) of this section is subject 8 to review in the event of any appeal thereof otherwise permitted by 9 applicable law or court rule. 10 NEW SECTION. Sec. 12. CASE SCHEDULE PLAN. (1) Not less than 11 sixty days after the later of filing or service of the complaint, the 12 parties shall confer to create a proposed case schedule plan for 13 submission to the court that includes the following deadlines: 14 (a) Selection of a mediator; 15 (b) Commencement of the mandatory mediation and submission of 16 mediation materials required by this chapter; 17 (c) Selection of the arbitrator by the parties, where applicable; 18 (d) Joinder of additional parties in the action; 19 (e) Completion of each party's investigation; 20 (f) Disclosure of each party's proposed repair plan; 21 (g) Disclosure of each party's estimated costs of repair; 22 (h) Meeting of parties and experts to confer in accordance with 23 section 13 of this act; and 24 (i) Disclosure of each party's settlement demand or response. 25 (2) If the parties agree upon a proposed case schedule plan, they 26 shall move the court for the entry of the proposed case schedule plan. 27 If the parties cannot agree, either party may move the court for entry 28 of a case schedule plan that includes the above deadlines. 29 NEW SECTION. Sec. 13. MANDATORY MEDIATION. (1) The parties to an 30 action subject to this act shall engage in mediation. Unless the 31 parties agree otherwise, the mediation required by this section shall 32 commence within seven months of the later of the filing or service of 33 the complaint. If the parties cannot agree upon a mediator, the court 34 shall appoint a mediator. 35 (2) Prior to the mediation required by this section, the parties p. 11 EHB 1848 1 and their experts shall meet and confer in good faith to attempt to 2 resolve or narrow the scope of the disputed issues, including issues 3 related to the parties' repair plans. 4 (3) Prior to the mandatory mediation, the parties or their 5 attorneys shall file and serve a declaration that: 6 (a) A decision maker with authority to settle will be available for 7 the duration of the mandatory mediation; and 8 (b) The decision maker has been provided with and has reviewed the 9 mediation materials provided by the party to which the decision maker 10 is affiliated as well as the materials submitted by the opposing 11 parties. 12 (4) Completion of the mediation required by this section occurs 13 upon written notice of termination by any party. The provisions of 14 section 17 of this act shall not apply to any later mediation conducted 15 following such notice. 16 NEW SECTION. Sac. 14. NEUTRAL EXPERT. (1) If, after meeting and 17 conferring as required by section 13(2) of this act, disputed issues 18 remain, a party may file a motion with the court, or arbitrator if an 19 arbitrator has been appointed, requesting the appointment of a neutral 20 expert to address any or all of the disputed issues. Unless otherwise 21 agreed to by the parties or upon a showing of exceptional 22 circumstances, including a material adverse change in a party's 23 litigation risks due to a change in allegations, claims, or defenses by 24 an adverse party following the appointment of the neutral expert, any 25 such motion shall be filed no later than sixty days after the first day 26 of the meeting required by section 13(2) of this act. Upon such a 27 request, the court or arbitrator shall decide whether or not to appoint 28 a neutral expert or experts. A party may only request more than one 29 neutral expert if the particular expertise of the additional neutral 30 expert or experts is necessary to address disputed issues. 31 (2) The neutral expert shall be a licensed architect or engineer, 32 or any other person, with substantial experience relevant to the issue 33 or issues in dispute. The neutral expert shall not have been employed 34 as an expert by a party to the present action within three years before 35 the commencement of the present action, unless the parties agree 36 otherwise. EHB 1848 p. 12 1 (3) All parties shall be given an opportunity to recommend neutral 2 experts to the court or arbitrator and shall have input regarding the 3 appointment of a neutral expert. 4 (4) Unless the parties agree otherwise on the following matters, 5 the court, or arbitrator if then appointed, shall determine: 6 (a) Who shall serve as the neutral expert; 7 (b) Subject to the requirements of this section, the scope of the 8 neutral expert's duties; 9 (c) The number and timing of inspections of the property; 10 (d) Coordination of inspection activities with the parties' 11 experts; 12 (e) The neutral expert's access to the work product of the parties' 13 experts; 14 (f) The product to be prepared by the neutral expert; 15 (g) Whether the neutral expert may participate personally in the 16 mediation required by section 13 of this act; and 17 (h) Other matters relevant to the neutral expert's assignment. 18 (5) Unless the parties agree otherwise, the neutral expert shall 19 not make findings or render opinions regarding the amount of damages to 20 be awarded, or the cost of repairs, or absent exceptional circumstances 21 any matters that are not in dispute as determined in the meeting 22 described in section 13(2) of this act or otherwise. 23 (6) A party may, by motion to the court, or to the arbitrator if 24 then appointed, object to the individual appointed to serve as the 25 neutral expert and to determinations regarding the neutral expert's 26 assignment. 27 (7) The neutral expert shall have no liability to the parties for 28 the performance of his or her duties as the neutral expert. 29 (8) Except as otherwise agreed by the parties, the parties have a 30 right to review and comment on the neutral expert's report before it is 31 made final. 32 (9) A neutral expert's report or testimony is not entitled to any 33 evidentiary presumption in any arbitration or court proceeding. 34 Nothing in this act restricts the admissibility of such a report or 35 testimony, provided it is within the scope of the neutral expert's 36 assigned duties, and questions of the admissibility of such a report or 37 testimony shall be determined under the rules of evidence. p. 13 EHB 1848 1 (10) The court, or arbitrator if then appointed, shall determine 2 the significance of the neutral expert's report and testimony with 3 respect to parties joined after the neutral expert's appointment and 4 shall determine whether additional neutral experts should be appointed 5 or other measures should be taken to protect such joined parties from 6 undue prejudice. 7 NEW SECTION. Sec. 15. PAYMENT OF ARBITRATORS, MEDIATORS, AND 8 NEUTRAL EXPERTS. (1) Where the building permit that authorized 9 commencement of construction of a building was issued on or after the 10 effective date of this act: 11 (a)(i) If the action is referred to arbitration under section 11 of 12 this act, the party who demands arbitration shall advance the fees of 13 any arbitrator and any mediator appointed under section 13 of this act; 14 and 15 (ii) A party who requests the appointment of a neutral expert 16 pursuant to section 14 of this act shall advance any appointed neutral 17 expert's fees incurred up to the issuance of a final report. 18 (b) If the action has not been referred to arbitration, the court 19 shall determine liability for the fees of any mediator appointed under 20 section 13 of this act, unless the parties agree otherwise. 21 (c) Ultimate liability for any fees or costs advanced pursuant to 22 this subsection (1) is subject to the fee- and cost -shifting provisions 23 of section 17 of this act. 24 (2) Where the building permit that authorized commencement of 25 construction of a building was issued before the effective date of this 26 act: 27 (a)(i) If the action is referred to arbitration under section 11 of 28 this act, the party who demands arbitration is liable for and shall pay 29 the fees of any appointed arbitrator and any mediator appointed under 30 section 13 of this act; and 31 (ii) A party who requests the appointment of a neutral expert 32 pursuant to section 14 of this act is liable for and shall pay any 33 appointed neutral expert's fees incurred up to the issuance of a final 34 report. 35 (b) If the action has not been referred to arbitration, the court 36 shall determine liability for the fees of any mediator appointed under 37 section 13 of this act, unless the parties agree otherwise. EHB 1848 p. 14 1 (c) Fees and costs paid under this subsection (2) are not subject 2 to the fee- and cost -shifting provisions of section 17 of this act. 3 NEW SECTION. Sec. 16. SUBCONTRACTORS. Upon the demand of a party 4 to an arbitration demanded under section 11 of this act, any 5 subcontractor or supplier against whom such party has a legal claim and 6 whose work or performance on the building in question becomes an issue 7 in the arbitration may be joined in and become a party to the 8 arbitration. However, joinder of such parties shall not be allowed if 9 such joinder would require the arbitration hearing date to be continued 10 beyond the date established pursuant to section 11 of this act, unless 11 the existing parties to the arbitration agree otherwise. Nothing in 12 sections 2 through 10 of this act shall be construed to release, 13 modify, or otherwise alleviate the liabilities or responsibilities that 14 any party may have towards any other party, contractor, or 15 subcontractor. 16 NEW SECTION. Sec. 17. OFFERS OF JUDGMENT --COSTS AND FEES. (1) 17 For purposes of this section, "unit owner" means a unit owner who is a 18 party to the litigation, and does not include any unit owners whose 19 involvement with the litigation stems solely from their membership in 20 the association. If the association is a party to the litigation, then 21 for purposes of this section, as between the association and the unit 22 owner or unit owners, the association shall have sole responsibility 23 for decisions and actions with respect to making and accepting all 24 offers of judgment and determining the adequacy of a declarant's offer 25 of judgment with respect to common elements and such decisions made and 26 actions taken by the association shall be binding on the association 27 and unit owners. 28 (2) On or before the sixtieth day following completion of the 29 mediation pursuant to section 13(4) of this act, the declarant or 30 association, or a unit owner may serve on an adverse party an offer to 31 allow judgment to be entered. The offer of judgment shall specify the 32 amount of damages, not including costs or fees, that the declarant, 33 association, or unit owner is offering to pay or receive. A 34 declarant's offer shall also include its commitment to pay costs and 35 fees that may be awarded as provided in this section. The declarant, 36 association, and unit owner may make more than one offer of judgment so p. 15 EHB 1848 1 long as each offer is timely made. Each subsequent offer supersedes 2 and replaces the previous offer. Any offer not accepted within twenty- 3 one days of the service of that offer is deemed rejected and withdrawn 4 and evidence thereof is not admissible and may not be provided to the 5 court or arbitrator except in a proceeding to determine costs and fees 6 or as part of the motion identified in subsection (3) of this section. 7 (3) A declarant's offer must include a demonstration of ability to 8 pay damages, costs, and fees, including reasonable attorneys' fees, 9 within thirty days of acceptance of the offer of judgment. The 10 demonstration of ability to pay shall include a sworn statement signed 11 by the declarant, the attorney representing the declarant, and, if any 12 insurance proceeds will be used to fund any portion of the offer, an 13 authorized representative of the insurance company. If the association 14 or unit owner disputes the adequacy of the declarant's demonstration of 15 ability to pay, the association or unit owner may file a motion with 16 the court requesting a ruling on the adequacy of the declarant's 17 demonstration of ability to pay. Upon filing of such motion, the 18 deadline for a response to the offer shall be tolled from the date the 19 motion is filed until the court has ruled. 20 (4) An association or unit owner that accepts the declarant's offer 21 of judgment shall be deemed the prevailing party and, in addition to 22 recovery of the amount of the offer, shall be entitled to a costs and 23 fees award, including reasonable attorneys' fees, in an amount to be 24 determined by the court in accordance with applicable law. 25 (5) If the amount of the final nonappealable or nonappealed 26 judgment, exclusive of costs or fees, is not more favorable to the 27 offeree than the offer of judgment, then the offeror is deemed the 28 prevailing party for purposes of this section only and is entitled to 29 an award of costs and fees, including reasonable attorneys' fees, 30 incurred after the date the last offer of judgment was rejected and 31 through the date of entry of a final nonappealable or nonappealed 32 judgment, in an amount to be determined by the court in accordance with 33 applicable law. The nonprevailing party shall not be entitled to 34 receive any award of costs and fees. 35 (6) If the final nonappealable or nonappealed judgment on damages, 36 not including costs or fees, is more favorable to the offeree than the 37 last offer of judgment, then the court shall determine which party is EHB 1848 p. 16 1 the prevailing party and shall determine the amount of the costs and 2 fees award, including reasonable attorneys' fees, in accordance with 3 applicable law. 4 (7) Notwithstanding any other provision in this section, with 5 respect to claims brought by an association or unit holder, the 6 liability for declarant's costs and fees, including reasonable 7 attorneys' fees, shall: 8 (a) With respect to claims brought by an association, not exceed 9 five percent of the assessed value of the condominium as a whole, which 10 is determined by the aggregate tax -assessed value of all units at the 11 time of the award; and 12 (b) With respect to claims brought by a unit owner, not exceed five 13 percent of the assessed value of the unit at the time of the award. 14 Sec. 18. RCW 64.34.415 and 1992 c 220 s 22 are each amended to 15 read as follows: 16 (1) The public offering statement of a conversion condominium shall 17 contain, in addition to the information required by RCW 64.34.410: 18 (a) Either a copy of a report prepared by an independent, licensed 19 architect or engineer, or a statement by the declarant based on such 20 report, which report or statement describes, to the extent reasonably 21 ascertainable, the present condition of the building enclosure and of 22 all structural components and mechanical and electrical installations 23 material to the use and enjoyment of the condominium except that the 24 portion of the report pertaining to the building enclosure may be 25 prepared by a qualified building inspector who satisfies the 26 requirements of section 5 of this act; 27 (b) A statement by the declarant of the expected useful life of 28 each item reported on in (a) of this subsection or a statement that no 29 representations are made in that regard; and 30 (c) A list of any outstanding notices of uncured violations of 31 building code or other municipal regulations, together with the 32 estimated cost of curing those violations. Unless the purchaser waives 33 in writing the curing of specific violations, the extent to which the 34 declarant will cure such violations prior to the closing of the sale of 35 a unit in the condominium shall be included. 36 (2) With respect to a conversion condominium to which section 10 of p. 17 EHB 1848 1 this act applies, the declarant shall perform building 'enclosure 2 repairs if required to do so by section 10(1) (b)(iv) of this act. 3 (3) This section applies only to condominiums containing units that 4 may be occupied for residential use. 5 Sec. 19. RCW 64.34.410 and 2004 c 201 s 11 are each amended to 6 read as follows: 7 (1) A public offering statement shall contain the following 8 information: 9 (a) The name and address of the condominium; 10 (b) The name and address of the declarant; 11 (c) The name and address of the management company, if any; 12 (d) The relationship of the management company to the declarant, if 13 any; 14 (e) A list of up to the five most recent condominium projects 15 completed by the declarant or an affiliate of the declarant within the 16 past five years, including the names of the condominiums, their 17 addresses, and the number of existing units in each. For the purpose 18 of this section, a condominium is "completed" when any one unit therein 19 has been rented or sold; 20 (f) The nature of the interest being offered for sale; 21 (g) A brief description of the permitted uses and use restrictions 22 pertaining to the units and the common elements; 23 (h) A brief description of the restrictions, if any, on the renting 24 or leasing of units by the declarant or other unit owners, together 25 with the rights, if any, of the declarant to rent or lease at least •a 26 majority of units; 27 (i) The number of existing units in the condominium and the maximum 28 number of units that may be added to the condominium; 29 (j) A list of the principal common amenities in the condominium 30 which materially affect the value of the condominium and those that 31 will or may be added to the condominium; 32 (k) A list of the limited common elements assigned to the units 33 being offered for sale; 34 (1) The identification of any real property not in the condominium, 35 the owner of which has access to any of the common elements, and a 36 description of the terms of such access; EHB 1848 p. 18 1 (m) The identification of any real property not in the condominium 2 to which unit owners have access and a description of the terms of such 3 access; 4 (n) The status of construction of the units and common elements, 5 including estimated dates of completion if not completed; 6 (o) The estimated current common expense liability for the units 7 being offered; 8 (p) An estimate of any payment with respect to the common expense 9 liability for the units being offered which will be due at closing; 10 (q) The estimated current amount and purpose of any fees not 11 included in the common expenses and charged by the declarant or the 12 association for the use of any of the common elements; 13 (r) Any assessments which have been agreed to or are known to the 14 declarant and which, if not paid, may constitute a lien against any 15 units or common elements in favor of any governmental agency; 16 (s) The identification of any parts of the condominium, other than 17 the units, which any individual owner will have the responsibility for 18 maintaining; 19 (t) If the condominium involves a conversion condominium, the 20 information required by RCW 64.34.415; 21 (u) Whether timesharing is restricted or prohibited, and if 22 restricted, a general description of such restrictions; 23 (v) A list of all development rights reserved to the declarant and 24 all special declarant rights reserved to the declarant, together with 25 the dates such rights must terminate, and a copy of or reference by 26 recording number to any recorded transfer of a special declarant right; 27 (w) A description of any material differences in terms of 28 furnishings, fixtures, finishes, and equipment between any model unit 29 available to the purchaser at the time the agreement for sale is 30 executed and the unit being offered; 31 (x) Any liens on real property to be conveyed to the association 32 required to be disclosed pursuant to RCW 64.34.435(2)(b); 33 (y) A list of any physical hazards known to the declarant which 34 particularly affect the condominium or the immediate vicinity in which 35 the condominium is located and which are not readily ascertainable by 36 the purchaser; 37 (z) A brief description of any construction warranties to be 38 provided to the purchaser; p. 19 EHB 1848 1 (aa) Any building code violation citations received by the 2 declarant in connection with the condominium which have not been 3 corrected; 4 (bb) A statement of any unsatisfied judgments or pending suits 5 against the association, a statement of the status of any pending suits 6 material to the condominium of which the declarant has actual 7 knowledge, and a statement of any litigation brought by an owners' 8 association, unit owner, or governmental entity in which the declarant 9 or any affiliate of the declarant has been a defendant, arising out of 10 the construction, sale, or administration of any condominium within the 11 previous five years, together with the results thereof, if known; 12 (cc) Any rights of first refusal to lease or purchase any unit or 13 any of the common elements; 14 (dd) The extent to which the insurance provided by the association 15 covers furnishings, fixtures, and equipment located in the unit; 16 (ee) A notice which describes a purchaser's right to cancel the 17 purchase agreement or extend the closing under RCW 64.34.420, including 18 applicable time frames and procedures; 19 (ff) Any reports or statements required by RCW 64.34.415 or 20 64.34.440(6)(a). RCW 64.34.415 shall apply to the public offering 21 statement of a condominium in connection with which a final certificate 22 of occupancy was issued more than sixty calendar months prior to the 23 preparation of the public offering statement whether or not the 24 condominium is a conversion condominium as defined in RCW 25 64.34.020(10); 26 (gg) A list of the documents which the prospective purchaser is 27 entitled to receive from the declarant before the rescission period 28 commences; 29 (hh) A notice which states: A purchaser may not rely on any 30 representation or express warranty unless it is contained in the public 31 offering statement or made in writing signed by the declarant or by any 32 person identified in the public offering statement as the declarant's 33 agent; 34 (ii) A notice which states: This public offering statement is only 35 a summary of some of the significant aspects of purchasing a unit in 36 this condominium and the condominium documents are complex, contain 37 other important information, and create binding legal obligations. You 38 should consider seeking the assistance of legal counsel; EHB 1848 p. 20 1 (jj) Any other information and cross-references which the declarant 2 believes will be helpful in describing the condominium to the 3 recipients of the public offering statement, all of which may be 4 included or not included at the option of the declarant; 5 (kk) A notice that addresses compliance or noncompliance with the 6 housing for older persons act of 1995, P.L. 104-76, as enacted on 7 December 28, 1995; 8 (11) A notice that is substantially in the form required by RCW 9 64.50.050; ((and)) 10 (mm) A statement, as required by RCW 64.35.210, as to whether the 11 units or common elements of the condominium are covered by a qualified 12 warranty, and a history of claims under any such warranty; and 13 (nn) A statement that the building enclosure has been designed and 14 inspected as required by sections 2 through 10 of this act, and, if 15 required, repaired in accordance with the requirements of section 10 of 16 this act. 17 (2) The public offering statement shall include copies of each of 18 the following documents: The declaration, the survey map and plans, 19 the articles of incorporation of the association, bylaws of the 20 association, rules and regulations, if any, current or proposed budget 21 for the association, ((4)) the balance sheet of the association 22 current within ninety days if assessments have been collected for 23 ninety days or more, and the inspection and repair report or reports 24 prepared in accordance with the requirements of section 10 of this act. 25 If any of the foregoing documents listed in this subsection are not 26 available because they have not been executed, adopted, or recorded, 27 drafts of such documents shall be provided with the public offering 28 statement, and, before closing the sale of a unit, the purchaser shall 29 be given copies of any material changes between the draft of the 30 proposed documents and the final documents. 31 (3) The disclosures required by subsection (1)(g), (k), (s), (u), 32 (v), and (cc) of this section shall also contain a reference to 33 specific sections in the condominium documents which further explain 34 the information disclosed. 35 (4) The disclosures required by subsection (1)(ee), (hh), (ii), and 36 (11) of this section shall be located at the top of the first page of 37 the public offering statement and be typed or printed in ten -point bold 38 face type size. p. 21 EHB 1848 . . . 1 (5) A declarant shall promptly amend the public offering statement 2 to reflect any material change in the information required by this 3 section. 4 Sec. 20. RCW 64.34.100 and 2004 c 201 s 2 are each amended to read 5 as follows: 6 (1) The remedies provided by this chapter shall be liberally 7 administered to the end that the aggrieved party is put in as good a 8 position as if the other party had fully performed. However, 9 consequential, special, or punitive damages may not be awarded except 10 as specifically provided in this chapter or by other rule of law. 11 (2) Except as otherwise provided in sections 11 through 17 of this 12 act or chapter 64.35 RCW, any right or obligation declared by this 13 chapter is enforceable by judicial proceeding. The arbitration 14 proceedings provided for in sections 11 through 17 of this act shall be 15 considered judicial proceedings for the purposes of this chapter. 16 NEW SECTION. Sec. 21. A new section is added to Article 1 of 17 chapter 64.34 RCW to read as follows: 18 Chapter 64.-- RCW (sections 1 through 17 of this act) includes 19 requirements for the inspection of the building envelopes of multiunit 20 residential buildings and for the resolution of disputes regarding 21 defects therein. 22 NEW SECTION. Sec. 22. CAPTIONS. Captions used in this act are 23 not any part of the law. 24 NEW SECTION. Sec. 23. Sections 1 through 17 of this act 25 constitute a new chapter in Title 64 RCW. 26 NEW SECTION. Sec. 24. EFFECTIVE DATE. This act takes effect 27 August 1, 2005. --- END --- EHB 1848 p. 22 SHKSARCH ITECTS Memo To From Date Project Re: Allen Johannessen, City of Tukwila Levi Jette, SHKS Architects August 30, 2018 Pacific Court — #D 19-0237 & D 19-0238 Sales Prohibition Covenant Attachment • WA Engrossed House Bill 1848 • Sales Prohibition Covenant Allen Johannessen, RECEIVED CITY OF TUKWILA AUG 342019 PERMIT CENTER The King County Housing Authority (KCHA) is submitting a Condo Sales Prohibition Covenant in response to permit correction item #2 for permit #D19-0237 and D19-0238 at the Pacific Court apartments located at 4028 S 146e' St in Tukwila, WA. Per the permit corrections, it was noted that Engrossed House Bill 1848 (EHB) requires all multiunit residential buildings to have the building enclosure inspected by a 'qualified inspector' during construction, whether the building is new or being rehabilitated. KCHA and SHKS have successfully submitted condo prohibition covenants in jurisdictions throughout King County to satisfy the requirements of this law which is intended to target developers and contractors for poor construction that is quickly sold to evade liability. KCHA has a Tong -term commitment to all their properties including Pacific Court, and through the submittal of this sale prohibition covenant they satisfy EHB 1848 both the letter and the intent of this law. EHB 1848 Sec.1.11) states that, "Sections 2 through 10 of this chapter apply to any multiunit residential building for which the permit for construction or rehabilitative construction of such building was issued on or after the effective date of this act." Emphasis SHKS. Sec.2 'Definitions' (6) states, "'Multiunit residential building' means: (a) A building containing more than two attached dwelling units, including a building containing nonresidential units if the building also contains more than two attached dwelling units, but excluding the following classes of buildings:"Sec.2.(6)(a)(vi) under those exclusions states, "A building in which all of the dwelling units are held under one ownership and is subject to a recorded irrevocable sale prohibition covenant." Emphasis SHKS. 1050 N. 38th St. Seattle, WA 98103 PH: 206.675.9151 www.shksarchitects.com CORRECTION air SHKSARCHITECTS Sec.2.(9) defines the covenant as follows, "'Sale prohibition covenant' means a covenant that prohibits the sale or other disposition of individual dwelling units as or as part of a condominium for five years or more from the date of first occupancy except as otherwise provided in section 10 of this act, and the developer has submitted to the appropriate building department a certified copy of the recorded covenant..." If you have any questions, please feel free to contact us. Regards, Levi Jette, AIA SHKS Architects P: 206-224-3317 E: Ievij@shksarchitects.com 1050 N. 38th St. Seattle, WA 98103 675.9151 V101T.D_615103 City of Tukwila Department of Community Development August 16, 2019 MICHAEL CUADRA 700 ANDOVER PARK W - SUITE C TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0237 PACIFIC COURT - BLDG A - 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 manufactures specifications for the roofing to be installed. For flat roof the total R-value shall be R-38 for flat roofs. This information shall also be included on the plan documentations and details. Please clarify reroof installer and show the insulation R-value R-38. 2. Engrossed House Bill 1848 (EHB) requires all multiunit residential buildings to have the building enclosure inspected by a "qualified inspector" during construction, whether the building is new or being rehabilitated. Provide notes specifying special inspections for the building enclosure by a qualified/certified building envelope inspector. 3. Engineers drawings are stamped and signed by the engineer. However, the date of signature is missing. Provide documents by the engineer to include date of signature next to the engineers signed stamp. See general notes above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Kyle Cotchett at (206)-433-7166 if you have questions regarding these comments. • 1. Please provide a cost breakdown of exterior renovation cost and interior renovation cost to determine if design review is required. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 / Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. ,rely, gat' Kandace Nichols Permit Technician File No. D19-0237 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 \-7E1 COORD GOP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0237 PROJECT NAME: PACIFIC COURT BLDG A SITE ADDRESS: 4028 S 146TH ST BLDG A Original Plan Submittal DATE: 08/30/19 Revision # X Response to Correction Letter # 1 Revision # before Permit Issued after Permit Issued DEPARTMENTS: k kWC 04\ Building Division Public Works Fire Prevention Structural N117 11)/(1151 lanning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/03/19 Structural Review Required REVIEWER'S INITIALS: DATE: Lil APPROVALS OR CORRECTIONS: DUE DATE: 10/01/2019 Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) LI n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping El PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0237 DATE: 07/24/19 PROJECT NAME: PACIFIC COURT - BLDG A SITE ADDRESS: 4028 S 146 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: COVicL 1-33-11 Building Division op Wietts PRELIMINARY REVIEW: Am WA Fire Prevention Structural n C)4 65119)il Planning Division Permit Coordinator Not Applicable n (no approval/review required) DATE: 07/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/22/19 Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire E] Ping PW LJ Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www,TukwilaWA.gov 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 19-0237 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Pacific Court — BLDG A Project Address: 4028 S 146 St Contact Person: LEVI JETTE RECEIVED CITY OF TUKWILA AUG 3.0 2019 PERMIT CENTER Phone Number: 206-224-3317 Summary of Revision: BUILDING DEPARTMENT 1. DRAWINGS REVISED TO INCLUDE BLOWN -IN CELLULOSE INSULATION IN ROOF CAVITY OF BUILDING A. SEE DETAIL 3 / A5.3. INSULATION TAPERS FROM 1-1/2" TO 10-1/2" (R-9.75 TO R68.25) PLUS R-32 FOR BLOWN -IN CELLULOSE WHICH WILL EXCEED R-38 REQUIRED PER WSEC TABLE A102.2.6(1). ALSO INCLUDED IN THIS RESUBMITTAL ARE THE ROOFING MANUFACTURER'S SPECIFICATIONS AND INSALLATION INSTRUCTIONS. 2. KING COUNTY HOUSING AUTHORITY WILL PROVIDE A SALES PROHIBIITION COVENANT TO SATISFY RCW 64.55 3. STRUCTURAL DRAWINGS (S1.1 THRU S1.5) AND STRUCTURAL CALCULATIONS HAVE BEEN STAMPED AND DATED. PLANNING DEPARTMENT 1. COST ESTIMATE OF RENOVATIONS INCLUDED. Sheet Number(s): A5.3, S1.1, S1.2, S1.3, S1.4, S1.5 "Cloud" or highlight all areas of revision including da e Received at the City of Tukwila PermitPeCenter by: Entered in TRAKiT on CI 3- 11 C:1Users\bil l-r\Desktop\Revision Submittal Form.dac Revised: August 2015 7 Home Espanol Contact Safety & Health Claims & Insurance ashington State Department of abor & Industries Search L&I L. A-Z Index Help My Uzi 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 Verity the contractors 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 06112/2007— 06/29/2021 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 $1,000,000.00 Received by L&I Effective date 11/07/2018 11/07/2018 Expiration date 11/07/2019 Insurance history Savings 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. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve DRAFTING SYMBOLS 4028 S 146TH ST, TUKWILA, WA ABBREVIATIONS G[4RGCTe44N & AND GA GAUGE QT QUARRY TILE SIM L ANGLE GALV GALVANIZED 1 WALL SECTION BELRIDGL NF @ AT GB GRAB BAR R or RAO RADIUS A107 DIAMETER GL GLASS RB RESILIENT BASE # POUND OR NUMBER GLB GLU-LAM BEAM RCP REFLECTED CEILING PLAN (E) EXISTING GND GROUND RD ROOF DRAIN SIM 55 fL CENTERLINE GR GRADE REF REFERENCE 1 BLDG SECTION GRT'D 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 AC AIR HC HANDICAP RES RESILIENT ACT ACU ACOUSTIC CEILING TILE AIR CONDITION UNIT HCMU HOLLOW CLAY MASONRY UNIT RM ROOM 1 A101 1 EXTERIOR ELEVATION ADJ ADJUSTABLE HDWD HARDWOOD RO ROUGH OPENING ALL_.<TO,A'N Brylt AFF ABOVE FINISHED FLOOR HOWE HARDWARE HT HEIGHT RV RL ROOF VENT RAIN WATER LEADER Nr2awY-5kyovay ALT ALTERNATE HM HOLLOW METAL 1 ALUM APPROX ALUMINUM APPROXIMATELY AIR HOUR HORIZ HORIZONTAL S SOUTH 1 Renton SA SMOKE ALARM QD BLDG BUILDING I.D. INSIDE DIAMETER SC SOLID CORE i A101 1 INTERIOR ELEVATION TUkV11Ia BLW BELOW INSUL NSULATION SECT SECT SCHEDULE SECTION B.O. BOTTOM Of !NT INTERIOR SG SAFETY GLASS 1 BEJneiL SiII BHT SHEET CB CATCH BASIN JAN JANITOR JT JOINT SIM SIMILAR SIM lifi�i CBS CEMENT BACKER BOARD SPEC SPECIFICATION 1 DETAIL 187 CEM CEMENT KIT KITCHEN SQ SQUARE A101 SOUTHCENTER CJ CONTROL JOINT S.S. STAINLESS STEEL CL CENTERLINE KB LABORATORY STA STATION SeaTac Casc CEO CEILING LAM LAMINATE STD STANDARD iiflilia Cut CLEAR LAV LAVATORY STL STEEL \/\ S Klormarfd CO CLEAN OUT COLUMN KR LOCKER STN STOR STAIN STORAGE NORTH ARROW Park GD COL CONC CONCRETE LOC LOCATE LT LIGHT STRUCT STRUCTURE \j��� \1/ COND CONDITION LVL LAMINATED VENEER LUMBER BOG SLAB ON GRADE 8`Cr, 575 CONT CPT CONTINUOUS CARPET M MEN'S SENSE, SYM SUSPENDED SYMMETRICAL - - CT CERAMIC TILE MATL MATERIAL O GRID HEAD MAX MAXIMUM T,TMP TEMPERED VICINITY MAP OBL DEMO DOUBLE DEMOLISH MC MEDICINE CABINET MECH MECHANICAL T&G TONGUE & GROOVE ROOM NAME ROOM TAG NTS OF DRINKING FOUNTAIN MEMB MEMBRANE TEL TELEPHONE 101 DIA DIAMETER MINT MANUFACTURER TER TERRAllO DIFF DIFFUSER MIN MINIMUM THK THICK DIM DIMENSION MIR MIRROR T.O. TS TOP OF TUBE STEEL 1t WINDOW TAG GENERAL NOTES DISP DISPENSER MISC MISCELLANEOUS TV TELEVISION ON DR DOWN DOOR MH MANHOLE MO MASONRY OPENING TYP TYPICAL t1 WALL TAG 1. MATERIALS, ASSEMBLIES AND NOTED ITEMS ARE NEW UNLESS OTHERWISE NOTED. IDS DOWNSPOUT MTD MOUNTED 2. CONTRACTOR SHALL VERIFY CONDITIONS. NOTIFY THE ARCHITECT OF ANY CONDITIONS INCONSISTENT WITH THE INTENT OF THE DRAWINGS DTL DETAIL MTL METAL UL UNDERWRITERS' LABORATORIES PRIOR TO STARTING OR CONTINUING WORK IN THE AREA CONCERNED. DW DISHWASHER MULL MULLION UNO UNLESS NOTED OTHERWISE 1t 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 (IMC), NATIONAL ELECTRICAL CODE (NEC), EF EXHAUST FAN NOM NOMINAL VIF VERIFY IN FIELD KEY NOTE INTERNATIONAL FIRE CODE (IFC), AND WASHINGTON STATE ENERGY CODE MEG). EJ EXPANSION JOINT NTS NOT TO SCALE VTR VENT THRU ROOF �./' `../ 2. PER IEBC 503.1, ALL WORK IS CLASSIFIED AS AN ALTERATION LEVEL 1 - REMOVAL OR REPLACEMENT OF EXISTING MATERIALS, ELEMENTS, EL ELEVATION AIR 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 W7 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 ED EMERGENCY DA OVERALL WC WATER CLOSET ROOF CAVITIES ARE NOT BEING EXPOSED DURING CONSTRUCTION AND THE ENERGY USE OF THE BUILDING IS NOT INCREASING. PER WSEC EQ EQUAL OBS OBSCURE WD WOOD 503.1.1.1, REPLACEMENT FENESTRATION WILL MEET U-FACTORS AND SHGC DER 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 WI0 WITHOUT T.O. XXX WITHIN 24" Of A DOOR IN ANY POSITION TO BE TEMPERED GLASS UNLESS INDICATED OTHERWISE. OFF OFFICE WOM WALK OFF MAT 5. MECHANICAL, ELECTRICAL AND PLUMBING PERMITS TO BE APPLIED FOR UNDER SEPARATE APPLICATION BY CONTRACTOR. FBP FO FIBER BOARD PANEL FLOOR DRAIN OPNG OPENING . Opp OPPOSITE WM WP WOMEN'S 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 pp PRECAST CONCRETE WSCT WAINSCOT PREVIOUSLY IDENTIFIED, ARE ENCOUNTERED IN THE COURSE OF THE CONTRACTOR'S WORK. FH FIRE HYDRANT PL PLATE WT WEIGHT FIN FINISH PLAS PLASTER DEMOLITION: FIR FLOOR PLY PLYWOOD R - - PROPERTY LINE 1. WHERE ITEMS ARE INDICATED ON PLANS TO BE DEMOLISHED, IT SHALL MEAN THE COMPLETE REMOVAL AND DISPOSAL OF THE ITEM INDICATED F.O. OF F ACE OF P.LAM PLASTIC LAMINATE UNLESS OTHERWISE NOTED. "REMOVE" MEANS TO COMPLETELYAND PERMANENTLY REMOVE FROM THE PROJECT. FDIC FACE FURNISHED BY OWNER, INSTALL BY CONTRACTOR PNT PAINT XXXi�XX FLOOR TRANSITION 2. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR GUTTING AND PATCHING WORK. FOIO FURNISHED BY OWNER POC POINT OF CONNECTION PR PAIR DIMENSIONS: INSTALL BY OWNER PSL PARALLEL STRAND LUMBER 1 REVISION 1. DO NOT SCALE DRAWINGS. FitFIRE RESISTANT PT PRESSURE TREATED 2. VERIFY DIMENSIONS SHOWN ON DRAWINGS. USE ONLY DIMENSIONS INDICATED. PRIOR TO STARTING OR CONTINUING WORK, NOTIFY ARCHITECT FS FLOOR SINK PTN PARTITION DESCRIPTION OF DISCREPANCIES OR CONDITIONS iNCON5ISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. BREAKLINE 3. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, OR FACE OF STUD, UNLESS OTHERWISE NOTED. 4. FINISHED SURFACE OF INFILL OR EXTENSIONS OF EXISTING PARTITIONS SHALL ALIGN WITH ADJACENT EXISTING SURFACES UNLESS OTHERWISE NOTED. DIMENSION POINT 5. VERTICAL DIMENSIONS ARE MEASURED FROM STRUCTURAL SLAB, TOP OF STEEL OR TOP OF SHEATHING, UNLESS NOTED OTHERWISE. MATERIAL SYMBOLS DETAIL BORDER 11. COORDINATE ALL OPERATIONS WITH OWNER, SUCH AS AREAS USED FOR MATERIAL STORAGE, ACCESS TO AND FROM THE SITE, TIMING OF WORK AND REQUIREMENTS OF NOISE ORDINANCE. INSTALL DUST AND NOISE BARRIERS AS REQUIRED TO PROTECT EXISTING ADJACENT BUILDINGS AND TO MAINTAIN AN ENVIRONMENT SUITABLE TO PERMIT CONTINUED OCCUPANCY OF SUBJECT AND ADJACENT BUILDINGS. BATT INSULATION ° s ° ' CONCRETE RIGID INSULATION ( OCCUPANTS AND 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, - (( EARTH �oO�C GRAVEL WOOD ` AND COMMUNICATION ROOMS. 5. COORDINATE AND PROVIDE REQUIRED PENETRATIONS AND PATCHING WITH INDIVIDUAL SUBCONTRACTORS TO SUIT NEW WORK. MASONRY PLYWOOD � STEEL - REVISIONS NO CP;ot',es shall be made to the scope of work wonout a'c: aD'Jrevsl of the Tukwila Buddlnq Division, NOTE: Revisions will require a new plan submittal and may include additional plan review. PROJECT INFORMATION PROJECT OWNER KING COUNTY HOUSING AUTHORITY PROJECT MANAGER AMY KURTZ PROJECT ADDRESS 4028 S 146TH ST TUKWILA, WA 98168 SCOPE DESCRIPTION EXTERIOR ENVELOPE UPGRADES INCLUDING REPLACEMENT OF EXTERIOR SIDING, ROOFING, TRIM, SOFFITS, WEATHER PROOFING, WINDOWS, DOORS, LIGHTING, GUTTERS, AND DOWNSPOUTS. ZONING ANALYSIS PARCEL NUMBER 004000-0250 LEGAL DESCRIPTION ADAMSHOME TRS OCCUPANCY PER IBC R-2 LOT AREA 40,216 SF / ,92 ACRES ZONE HDR CURRENT USE APARTMENT YEAR BUILT 1969 (E) BLDG AREA 26,402 SF (E)LOT COVERAGE 14,363 SF HT LIMIT 46 MAX PROPOSED: 19' 1 3/8" PARKING QUANTITY NO CHANGE REQUIRED SETBACKS NO CHANGE DESIGN TEAM ARCHITECT SHKS ARCHITECTS 1050 NORTH 38TH ST SEATTLE, WA 98103 TEL: 206.675.9151 CONTACT: LEVI JETTE EMAIL: levij@shksarchitects.com ELECTRICAL ENGINEER CASE ENGINEERING 19515 NORTH CREEK PARKWAY, SUITE 302 BOTHELL, WA 98011 CONTACT: MICHAEL CASE, PE TEL:425-402-9400 EMAIL: michael@caseeng.com STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 1011 WESTERN AVE #810 SEATTLE, WA 98104 CONTACT: DAN TAPPEL TEL:206-292.5076 EMAIL: dtappel@pcs-stmctural.com APPLICABLE CODES CITY OF TUKWILA MUNICIPAL CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 20151NTERNATIONAL MECHANICAL CODE (IMC) 2015 UNIFORM PLUMBING CODE 20151NTERNATONALFlRE CODE 201I 51NTERNATONAL FUEL GAS CODE 2017 WASHINGTON CITIES ELECTRICAL CODE ALL CODES ADOPTED AND AMENDED BY THE STATE BUILDING CODE COUNCIL IN CHAPTER 51 WAG FIL Piannit No. Plan review approval is subject to errors ana omissions Approval of construction documents does nor autMrize the violation of any adopted code or ordinance Receipt of approved. Field Copy and conm o�nsiru�owlea gpa: ey SVL�Lxoa Date: 10 � 4 - (C1 City of T-11a BUILDING DIVISION 1050 N.38th St. Seattle, WA 98103 - 1. 206.675.9151 - www.shksarchitects.com REGISTERED ARC TECT JONATHAN H. HA G � =t` - STATF'OF WASNI GTO - - SEPARATE PERMIT FOR: SHEET INDEX - FIRED Mechanical - Electrical - / Plumbing AOA COVER SHEET i.L9 Gas Piping A1.0 SITE PLAN iukwifia _ BUILDINGTDIVISION AD2.1 a DEMO - BLDG A - FIRST FLOOR PLAN AD2.2a DEMO - BLDG A- SECOND FLOOR PLAN _ AD2.3a DEMO - BLDG A- ROOF PLAN - AD3.1a DEMO - BLDG A - ELEVATIONS _ AD4.1 DEMO SECTION A2.1a BLDGA - FIRST FLOOR PLAN - aKingCounty A2.2a BLDG A - SECOND FLOOR PLAN -Housing Authority A2.3a BLDG A - ROOF PLAN A3.1a BLDGA - EXTERIOR ELEVATIONS _ PACIFIC COURT A3.1 ENLARGED ELEVATIONS - ENVELOPE A4.1 BUILDING SECTION - UPGRADE A5.1 DETAILS A5.2 DETAILS - A5.3 DETAILS ASA DETAILS - A5.5 DETAILS - A5.6 DOOR SCHEDULE & DETAILS _ 1 00% CID A5.7 WINDOW SCHEDULE & DETAILS St.i STRUCTURAL DETAILS 4028 S 146TH ST - TUKWILA, WA 98168 S1.2 STRUCTURAL DETAILS S1.3 GENERAL NOTES S1.4 GENERAL NOTES - S1.5 GENERAL NOTES - Drawn by: PC EO.1 LEGEND, LIGHTING SCHEDULE, ENERGY _ FORMS Checked: Li - E0.2 RISER DIAGRAM & PANEL SCHEDULES Date: 07/12/2019 EIA ELECTRICAL SITE PLAN - E2.1 BUILDING A 1ST FLOOR ELECTRICAL PLAN - Scale: As indicated E2.2 BUILDING A 2ND FLOOR ELECTRICAL PLAN E2.3 BUILDING B ELECTRICAL PLANS - Revisions: Remarks E3.1 BUILDING A ELECTRICAL ELEVATIONS - No. Date E3.2 BUILDING B/MAINTENANCE BUILDING - 666 jP1 FO RIGH RICAL ELEVATIONS NG CALCULATION SITE PLAN - CODE COMPLIANCE _ APPROVED RECEIVED - �SSEP 2 2 19 CITY OF TUMILA = JUL 2 4 2019 City of Tukwila BUILDING DIVISION - COVER SHEET 17 AO.0 f 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 1�I — — — — ( — 1 I` '1 I X I I ( I I DEMO (E) PATIO DOOR I l ( I I I I I i � I � l ' X ' CONCRETE PATIO DEMO SCOPE 1 1/2" = 1,-0„ _ PROPERTY LINE 128,74' x—x--x x •x= x—x—x o (E) RETAINING WALL a (E) BLDG B 4,060 SF +J- FLOOR PLATE TYP 32.6 lk 6 (E)MECHANICAL BLDG 870 SF +/- Z (E) PAVED FLOOR PLATE COURTYARD TYP I 6.1 .I 32.7 TYP i 32.8 TYP 0� o (E) PLANTING (E) MANHOLE AREA, TYP 32.9TYP L o I (E) BLDG A r (E) ASPHALT 8,450 SF +/- PARKING FLOOR PLATE 0 VI - I o" (E) TRASH J >� ENCLOSURE SITE PLAN 1" = 20"0" a i x—x (( I (E)VEHIIC`LE— GATE --.J— PROPERTY LINE 128.74— S 146TH ST TYP D22 x—x —x —x —x I (E) PEDESTRIAN GATE . k r, (E) 6' WD FENCE, TYP KEYNOTE LEGEND —_ MARK KEYNOTE TEXT 26.13 SITE LIGHTING, REF ELEC 32.15 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 1050 N.38th St, Seattle, WA 98103 r.; 206.675,9151 LIGHTING LEGEND ——vv.shksarchitects.com 0 0-0 LIGHTING PER ELEC — _ 5158 RE*TECT TRENCHING — ARJONATHAN H.STATF OF WA — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD GENERAL NOTES 4028 S 146TH ST 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM — TUKWILA, WA 98158 AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED ILLUSTRATIVE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN — TO AVOID DAMAGE AND/OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT — SHOWN HEREON WHICH MAY BE AFFECTED BYTHE IMPLEMENTATION OF THIS PLAN. 2. TRENCHING SHOWN IN THE SITE PLAN IS SCHEMATIC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING TRENCHING LOCATIONS — FOR PROPOSED IMPROVEMENTS. THE CONTRACTOR MAY MODIFY PROPOSED TRENCH LOCATIONS WITH OWNER'S PRIOR Drawn by: FC AUTHORIZATION. — 3. CONTRACTOR TO PROVIDE PARKING LOT STRIPING TO MATCH EXISTING. — Checked: Li TREE PROTECTION &VEGETATION REMOVAL — Date: 07/12/2019 1. THE CONTRACTOR SHALL PRESERVE ONSITE VEGETATION TO THE MAXIMUM EXTENT POSSIBLE, Scale: As indicated 2. NOT ALL MINOR LANDSCAPING AND HEDGES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING — EXISTING CONDITIONS PRIOR TO BIDDING AND MUST PROTECT THOSE CONDITIONS DURING CONSTRUCTION. —Revisions: 1 ALL LANDSCAPE / UNIMPROVED AREAS TO BE DISTURBED SHALL BE RESTORED TO THEIR EXISTING CONDITIONS, Remarks 4. STANDARD TRENCHING MAY BE USED WITHIN THE PERIMETER CRITICAL ROOT ZONE (PCRZ) AND OUTSIDE THE INTERIOR — No. Date CRITICAL ROOT ZONE (ICRZ). 5. IF ROOTS 21NCHES OR LARGER ARE ENCOUNTERED WITHIN THE PCRZ, ALTERNATIVE TRENCHING TECHNIQUES SHALL BE USED. [CODE EVIEWED FOR THESE INCLUDE TRENCHLESS EXCAVATION, HYDRO -VACUUM EXCAVATION, OR PNEUMATIC EXCAVATION. COMPLIANCE 6. OWNER WILL PROVIDE TREE PRUNING AS NECESSARY.APPROVED TEMPORARYEROSION AND SEDIMENT CONTROL 1. THE CONTRACTOR SHALL CONDUCT WORK AND TAKE PREVENTATIVE MEASURES SUCH THAT DUST OR OTHER PARTICULATE SEP 2"� Z019 MATTER IN THE PROJECT AREA SHALL NOT BECOME OBJECTIONABLE TO THE OWNER AND THAT THE CONSTRUCTION SITE MEETSTHE 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 TOPREVENT UPLAND SEDIMENTS FROM ENTERING THE NATURAL STORM WATER DRAINAGE SYSTEM. EROSION CONTROL MEASURES ity ofTukilaMUST BE IN PLACE PRIOR TO ANY CONSTRUCTION DING DIVISION 3. MATCH EXISTING GRADE AND DRAINAGE CONFIGURATION. 4. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS BEYOND THE SCOPE OF WORK TO THEIR EXISTING CONDITION OR BETTER. HYDROSEED ALL GRASS AREAS DISTURBED. RECEIVED KLA —U_ SITE PLAN CITY 0 JUL 24 2019 _ A1.0 PERMIT CENTER Div A DEMO - BLDG A - SOUTH FIRST FLOOR PLAN -F2/AD2.1a 3 A03.1 a (E) ELECRICAL METERS KEYNOTE LEGEND MARK KEYNOTE TEXT D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM D4 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN D9 DEMO(E)DOWNSPOUT D12 DEMO (E) WD STAIR HANDRAIL D14 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB 033 DEMO (E) HOSEBIS, DEMO PIPING TO ACCOMODATE PROPOSED HOSEBIB RELOCATION, REF 1/A2.1a D45 DEMO (E) HOSEBIB, PIPING TO REMAIN S7 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOX TO FACILITATE OTHER CLADDING DEMO SCOPE S9 DETACH AND TEMPORARILY RELOCATE (E) PIPE PENETRATION AND CONDENSATE PIPE 911 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION S22 SALVAGE (E) LIGHT FIXTURE, RETURN TO OWNER. SALVAGE (E) CONDUIT FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH j--- (E) WALL L_ L� DEMOLISH SIDING, ROOFING, WEB, 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 CTRICAL QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY S 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE 3 RECEIVER AD3.ia CITY OF TUKWILA %D2.1 a JUL 24 2019 PERMIT CENTER DEMO - BLDG A - NORTH FIRST FLOOR PLAN 0 t 6' 16 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.shksarchitects.com siss REGISTERED ARC TECT — JONATHAN H. HA G STATE 'OF WASHI GTO — �KingCounty Housing — Authority PACIFIC COURT ENVELOPE UPGRADE - 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: As indicated APPROVED SEP 27 2019 � 1 ' 1, It. L t 1 19, 57D 0% ��� HLINE REF 2/AD2.2a 3 AD3.ta 2 a AD3.1 a DEMO - BLDG A -SOUTH SECOND FLOOR PLAN TYP D8 TYP D12 TYP D6 TYP D22 4 AD3.1a NJ --�� I-�r177-11T1`I7 Trl ( IIIIIIIIIIIIII I I \ \ y1 I I I I I I I I 1 I I I i 1 T"l�l�l—fl- I illllllllllll I t I \ I 1 I 1 I I I I I I I ( I) I I 1 ( t i1rnTirnm I IIIIIIIIII I \ -U I I I I II I I I I I I I I I I I IIIIIIIIII111 I I I I I I I I I I I I 1 I' I I TYP I D9 I TYP D7 i I D2 YP ( I TYP S11 TYP D14 I TYP D4 ( I I I I I I ( ( I I I I I I I I I I I I I I I I I I I I I ( I I I I 1� ( ( ( I i I I I I I I I MATCHLINE REF 1 JA02.2a AD3.1a 1 DEMO - BLDG A - NORTH SECOND FLOOR PLAN 2 1/8= ,,_0-, 0 4' 1. to KEYNOTE LEGEND MARK KEYNOTE TEXT D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM D4 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D8 DEMO (E) SLIDING DOOR D9 DEMO (E) DOWNSPOUT D12 DEMO (E) WD STAIR HANDRAIL D14 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB S11 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH (E) WALL R� DEMOLISH SIDING, ROOFING, WRB, ETC. I_ 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 RECEIVED CITY OF l'tjKWILA 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 96103 - 206.675.9151 www.shksarchitects.com 5188 REGISTERED ARC TECT JONATHAN H. HA G STATF OF WASHI GTO — �KingCounty Housing AiAAuthority 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 — l EWED FOR SEP 27 2019 — City of Tukwila BUILDING DIVISION 2 AD3.1 a DEMO - BLDG A - SOUTH ROOF PLAN 1 1/8" = 1,-0` iLINE REF 2 / AD2.3a 3 AD3.ta TYP D7 TYP S16 a AD3.ia 1 AD3.1a 3 1D2.3a AD3.1a 2 DEMO - BLDG A - NORTH ROOF PLAN %01 0 4 8' 16' KEYNOTE LEGEND MARK KEYNOTE TEXT D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D10 DEMO (E) GUTTER D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D21 DEMO (E) FALL ARREST ANCHOR AND CABLE D37 DEMO (E) ROOFING, DECKING AND STRUCTURE AT PROPOSED TUBULAR DAYLIGHT DEVICE LOCATION D40 DEMO (E) DAMAGED SHEATHING, ASSUME 50% REPLACEMENT FOR THE PURPOSES OF BID S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER S16 SALVAGE( SECURITY DEVICE FOR REINSTALLATION _...... DEMO LEGEND: — — — DEMOLISH (E) WALL E\\] 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 1 C� 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.shksarchitects.com +5158 REGISTERED ARC ITECT JONATHAN H. HA G STATF OF 4SHI GTO — J _ KingCounty Housing Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: u Date: 07/12/2019 Scale: As indicated RECEIVEn CITY OF TUKWILA JUL 24 2019 PERMIT CENTER APPROVED SEP 2 7 2019 City of Tukwila UILDING DIVISION DEMO - BLDG A - ROOF PLAN AD2.3a DEMO - BLDG A - EAST ELEVATION 1/8" = 1'-0° 6 n R n In n —ri 6 hillifilil ;III II ll�p IIII II II �/�/� %!151LIULOInilI1 / InlnnlnII(c. / DEMO - BLDG A - NORTH ELEVATION DEMO - BLDG A - SOUTH ELEVATION TYP TYP (E) SECURITY EQUIPMENT D8 D21 _ rid Ln_— �n t� —1— — IZn F1 n n _ I I I I II I I i 7111,IIII II I I I I I I1 �� �id�I I I I I II I I I I iCIY/i% ii III I I I I II I I I I IiIIIIIIIIIiI(✓/ /�IiIiI R00___.. F* 2ND FLOOR J, 8' _ 6" +/_ Y 1STFL00 ' 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 U6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FILE WALL D8 DEMO (E) SLIDING DOOR D9 DEMO(E)DOWNSPOUT D10 DEMO (E) GUTTER D14 DEMO (E) UNIT LIGHT FIXTURE, ABANDON BOXES AT SECOND FLOOR BALCONIES D15 DEMO (E) VENT EXHAUST HOOD D16 DEMO (E) CRAWLSPACE VENT COVER, SCREENED D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D21 DEMO (E) FALL ARREST ANCHOR AND CABLE D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB D24 DEMO (E) BUILDING SIGNAGE D27 DEMO (E) WALL SWEEP D29 DEMO (E) SHEATHING TO ACCOMODATE PROPOSED AWNING BLOCKING, REF 5/A5.8 D33 DEMO (E) HOSEBIB, DEMO PIPING TO ACCOMODATE PROPOSED HOSEBIB RELOCATION, REF 1/A2.1a D43 DEMO (E) SHEATHING TO ACCOMODATE PROPOSED ROOF LADDER, REF 1/A5.8 D45 DEMO (E) HOSEBIB, PIPING TO REMAIN S1 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER S8 DETACH AND TEMPORARILY RELOCATE (E) ELECTRIC/CABLE BOXTO FACILITATE OTHER CLADDING DEMO SCOPE S9 DETACH AND TEMPORARILY RELOCATE (E) PIPE PENETRATION AND CONDENSATE PIPE S10 DETACH AND TEMPORARILY RELOCATE (E) FIRE ALARM DEVICE FOR REINSTALLATION 911 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION S18 SALVAGE (E) LIGHT FIXTURE, RETURN TO OWNER, ABANDON JBOX @ 2ND FLOOR BALCONY S22 SALVAGE (E) LIGHT FIXTURE, RETURN TO OWNER. SALVAGE (E) CONDUIT FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH (E) WALL R� DEMOLISH SIDING, ROOFING, WRB, ETC. L 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 (E) ERV HOOD, TYP (22 COUNT) Ii1I �IIIIIII,�����Jt1ili S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 98103 - 206.675,9151 — u mshksarchitects.com 5158 REGISTERED ARC TECT JONATHAN H, HA U G STATE OF WASHI GTO ROOF I,— 1 T 7" T- - +/- - King County Housing — Authority 2ND FLOOR -6'-6"+` PACIFIC COURT = ENVELOPE - UPGRADE 1 ST FLOOR 0" — - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 RECEIVEn — CITY OF TUK%VILA — JUL 24 2019 _ Drawn by: FC PERMIT CENTER _ Checked: Li Date: 07/12/2019 Scale: As indicated ROOF 17'-7"+/- — Revisions: �/ 2ND FLOOR J,..,. �� P� J—� C��11 L.0 L1 G�1 ���— _-!s== j l II/ I II I / �� _ ///��F vi/_C�� 4 ___ II � —,� _ II I' F6/ �� ��.�[��� _ /—/-•- / / LLl �S22� �. U2Z D29�P D4 D45 9 YP TYP S1i DEMO - BLDG A - WEST ELEVATION 1/8" =1'-0" TYP S22 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2'7 2019 City of Tukwila BUILDING DIVISION I 1ST FLOOR ° - DEMO - BLDG A - ELEVATIONS AMA D a 81 W S H K S A R C H I T E C T S R00. F_. h_. MD FLOOR 8 6 +/ (E) FIRE 1ST FLOOR 0" DEMO SECTION - STAIRWELL KEYNOTE LEGEND MARK KEYNOTE TEXT D2 DEMO (E) WINDOW, (E) WINDOW FRAME, (E) TRIM D4 DEMO (E) DOOR, (E) DOOR FRAME AND (E) TRIM. SALVAGE (E) DOOR HARDWARE AND PROVIDE TO OWNER D6 DEMO (E) STAIR TREAD, RISER, AND LOWER LANDING FLOOR SHEATHING, (E) STAIR STRUCTURE TO REMAIN D7 DEMO (E) ROOFING, EAVES, AND RAFTERS, AT 2ND FLR WALL D9 DEMO (E) DOWNSPOUT D10 DEMO (E) GUTTER D18 DEMO (E) ROOF MEMBRANE AND FLASHING AT CURBS, PIPES, DUCTS, VENTS AND SIMILAR PENETRATIONS D22 DEMO (E) WOOD BALCONY, STRUCTURE AND CONCRETE SLAB D37 DEMO (E) ROOFING, DECKING AND STRUCTURE AT PROPOSED TUBULAR DAYLIGHT DEVICE LOCATION S1 DETACH AND TEMPORARILY RELOCATE (E) HEAT PUMP, MOUNTING BRACKET AND ASSOCIATED MATERIALS S5 SALVAGE (E) LED SITE LIGHT FIXTURE, RETURN TO OWNER St1 SALVAGE (E) WALL MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHERS FOR REINSTALLATION DEMO LEGEND: — — — DEMOLISH — (E) WALL M\] DEMOLISH SIDING, ROOFING, WRB, ETC. GENERAL NOTES: t- 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 1050 N. 38th St. Seattle, WA 98103 rx: 206,675.9151 www.shksarchilects.com 5158 REJITE ARJONATHAN H.STATF'OF WA — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100%D CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: u _ Date: 07/12/2019 Scale: 114" = V-0" Revisions: No. Date Remarks FREVIEWEDFOR IANCE D 19 i City of Tukwila BUILDING DIVISION DEMO SECTION AD4.1 331 a BLDG A - SOUTH FIRST FLOOR PLAN 2(A2.1a g A3.1 a ECTRICAL METERS 5 A4.1 BLDG_A -_NORTH FIRS1 VS. = V-0' PLAN 'TRICAL METERS 3 A2.1 a A 3 a KEYNOTE LEGEND MARK KEYNOTE TEXT 3.6 CONCRETE SLAB ON GRADE, REF TO 1/A5.8 5.7 METAL HANDRAIL 5.12 ROOF ACCESS LADDER 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 6,21 FIBER CEMENT PANEL SIDING WI BATTEN STRIPS ON (E) WALL ASSEMBLY AT STAIRWELL ENCLOSURE REF 3/A5.1 8.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 8.4 CRAWLSPACE ACCESS COVER 10A REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 10.6 REATTACH (E) FIRE ALARM AT ORIGINAL LOCATION 22.1 FROST RESISITANT HOSE BIB AND MOUNTING BLOCK, EXTEND (E) PIPING FOR INSTALLATION 22.3 FROST RESISTANT HOSE BIB AND MOUNTING BLOCK, RELOCATE (E) PIPING TO ACCOMODATE 23.4 REATTACH HEAT PUMP AT ORIGINAL LOCATION 26.4 REATTACH (E) ELECTRIC/CABLE BOX AT ORIGINAL LOCATION, PREP AND PAINT CABINET AND SUPPLY CONDUIT TO 6ALTON an.lAr.PNT 31nIN(: 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 r ------- I L�_� S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 ee 206.675.9151 www.shksa rch itects.cem S1B6 REjTECT ARiONATHAN H.STATF'OF WA — King County Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: PC Checked: U Date: 07/12/2019 Scale: As indicated Revisions: JUL 24 2019 - PERMIT CENTER CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION r N m3m BLDG A - SOUTH SECOND FLOOR PLAN ;HLINE REF 2 / A2.2a g A3.1 a 3 ?.2a A3.ta BLDG A - NORTH SECOND FLOOR PLAN KT� a m e is KEYNOTE LEGEND MARK KEYNOTE TEXT 5.4 METAL AWNING 5.7 METAL HANDRAIL 5.12 ROOF ACCESS LADDER 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 6.21 FIBER CEMENT PANEL SIDING W/ BATTEN STRIPS ON (E) WALL ASSEMBLY AT STAIRWELL ENCLOSURE REF 3/A5.1 B.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM B.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM B.3 TUBULAR DAYLIGHT DEVICE BA CRAWLSPACE ACCESS COVER 10.4 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 23.4 REATTACH HEAT PUMP AT ORIGINAL LOCATION 26.10 LIGHT FIXTURE, REF ELEC 26.12 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE 3. FALL PROTECTION LOCATIONS SHOWN ARE DIAGRAMMATIC AND ARE PROVIDED EXCLUSIVELY FOR BIDDER TAKEOFF AND ESTABLISHING UNIT COST. ACTUAL NUMBER, SPACING, AND LOCATIONS OF FALL PROTECTION TO BE DETERMINED AS PART OF BIDDER - DESIGNED FALL PROTECTION LAYOUT MEETING OSHA & OTHER STATE ADMINISTRATIVE CODE SAFETY STANDARD REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITONAL INFORMATION. REMOVE & REPLACE EXISTING ROOF SHEATHING TO ACCESS & INSTALL SUPPORTS. S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 Px: 206.675.9151 -shksarchitects.com 5158 REGISTERED ARC TECT JONATHAN H. HA G STATF 'OF WASHI GTO — 'e_022�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 JUL 24 2019 PERMIT CENTER — R vlslo VIEWED FGa, N . DE € UIMPLIA 1NCI APPROVED SEP 2 7 2019 City of Tukwila BUILDING DIVISION BLDG A - SECOND FLOOR PLAN A2.2a i I I -- — —— ——— I------- I I I ( I I ( Io ❑ I ❑ ( I ❑ ❑ I I I I I 1/4" / 12" I C2 ( I I I I I + El 0 Ell I I ❑ i° I I t I I I I I — — — — — — — — — — — — — — I C2 I 2 _ I A4.1 — — — — — — — — — — I -------- If 1 -- -- I—� A5.2 1 BLDG A - SOUTH ROOF PLAN 1/8" = 1'-0" MATCHLINEREF 2/A2.3a g A3.1 a A4.1 1 DI nc A NnDTW = 1,-01, w o A3.ta "T o� o� o� oz oz 3 I/A2.3a A3.1a KEYNOTE LEGEND MARK KEYNOTE TEXT 5.12 ROOF ACCESS LADDER 5.13 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 6.9 PARAPET CAP AND FASCIA BOARD 6.14 PARAPET FRAMING 6.22 TPO WALKWAY ROLL 7.2 METAL GUTTER 7.9 EXTEND (E) ROOF VENT TO ACCOMMODATE TAPERED ROOF INSULATION THICKNESS, FLASH 7.12 FALL ARREST ANCHOR AND CABLE, BIDDER DESIGNED, LOCATIONS SHOWN ARE DIAGRAMMATIC 26.13 SITE LIGHTING, REF ELEC WALL LEGEND (E) WALL WALL GENERAL NOTES: 1. DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE ROOF NOTES: 1. PENETRATION LOCATIONS INDICATED ARE FOR CONVENIENCE ONLY, MATCH EXISTING QUANITITES AND LOCATIONS, ACTUAL NUMBER MAY VARY 2. FLASH ALL PENETRATIONS AT ROOF MEMBRANE UNLESS NOTED OTHERWISE 3. FALL PROTECTION LOCATIONS SHOWN ARE DIAGRAMMATIC AND ARE PROVIDED EXCLUSIVELY FOR BIDDER TAKEOFF AND ESTABLISHING UNIT COST. ACTUAL NUMBER, SPACING, AND LOCATIONS OF FALL PROTECTION TO BE DETERMINED AS PART OF BIDDER - DESIGNED FALL PROTECTION LAYOUT MEETING OSHA & OTHER STATE ADMINISTRATIVE CODE SAFETY STANDARD REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITONAL INFORMATION. REMOVE & REPLACE EXISTING ROOF SHEATHING TO ACCESS & INSTALL SUPPORTS. S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 a a: 206.675,9151 www.sh ksa rch itects.com sass REGISTERED ARC ITECT JONATHAN H. HA G OF WA4STATF SHII 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: IBUI afe Remarks F-VIcWE FFOR DE COMPLIANCE APPROVED SEP 2 7 2019 City Of Tukwila LDING DIVISION' 11LA — BLDG A - ROOF JUL 24 2019 PLAN PERMIT CENTER _ A2.3a S H K S A R C H I T E C T S 2 A3.1 1; rr 221 fi.4 6.30 TYP 22.2 1 BLDG A - NORTH ELEVATION r,-� BLDG A - SOUTH ELEVATION 1/8" = 1'-0" \ L / 1/8" =1'-0" 1 A3.1 R00_ F 17 -7" +1- 'r - 2ND FLOOR - R 1ST FL00R_h WY_ KEYNOTE LEGEND MARK KEYNOTE TEXT 5.4 METAL AWNING 5.7 METAL HANDRAIL 5.12 ROOF ACCESS LADDER 5.13 EXTEND STEP -OFF RAIL TO PROTECT SKYLIGHT 6.2 FIBER CEMENT LAP SIDING ON WEE AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.3 FIBER CEMENT PANEL SIDING ON WRB, RAINSCREEN, AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.4 FIBER CEMENT TRIM BOARD 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 6.10 FIBER CEMENT TRIM AT OUTSIDE WALL CORNER 6.21 FIBER CEMENT PANEL SIDING W/ BATTEN STRIPS ON (E) WALL ASSEMBLYAT STAIRWELL ENCLOSURE REF 3(A5.1 6.28 CRAWLSPACE VENT, SCREENED 6.30 INSTALL 1/2" SHEATHING ABOVE TO MATCH (E) SHEATHING BELOW 7.2 METAL GUTTER 7.9 EXTEND (E) ROOF VENT TO ACCOMMODATE TAPERED ROOF INSULATION THICKNESS, FLASH 7.12 FALL ARREST ANCHOR AND CABLE, BIDDER DESIGNED, LOCATIONS SHOWN ARE DIAGRAMMATIC 8.1 WINDOW PER SCHED, EXTERIOR WD TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 8.4 CRAWLSPACE ACCESS COVER 8.5 FRAME AT (E) OPENING. WINDOW, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 10.1 UNIT SIGNAGE, FDIC, COORDINATE WITH OWNER TO VERIFY LOCATION 10A REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 10.7 REATTACH (E) SALVAGED REFRIGERANT CHANNEL 22A FROST RESISITANT HOSE BIB AND MOUNTING BLOCK, EXTEND (E) PIPING FOR INSTALLATION 22.2 FIBER CEMENT MOUNTING BLOCK AND FITTING AT (E) PIPE PENETRATION, EXTEND PIPING TO ACCOMODATE ASSEMBLY 22.3 FROST RESISTANT HOSE BIB AND MOUNTING BLOCK, RELOCATE (E) PIPING TO ACCOMODATE 23.2 HOODED VENT CAP, EXTEND DUCTWORK 23.4 REATTACH HEAT PUMP AT ORIGINAL LOCATION 23.5 INSTALL SPLIT BLOCK AT (E) ERV HOOD 26.4 REATTACH (E) ELECTRIC/CABLE BOX AT ORIGINAL LOCATION, PREP AND PAINT CABINET AND SUPPLY CONDUIT TO MATCH ADJACENT SIDING 26.13 SITE LIGHTING, REF ELEC WALL LEGEND (E) WALL WALL GENERAL NOTES: 1, DO NOT DISCONNECT POWER, DATA, AND CABLE DURING CONSTRUCTION 2. COORDINATE REQUIRED SHUTDOWNS WITH OWNER 3. PROTECT EXISTING LANDSCAPE rr n. i� ar--� 7.97.2 8.1 v ____�,� TYP TYF TYP - 7.9 7.12 23.2 6.1 - ROOF No iFUT 1050 N.38th St, Seattle, WA 98103 - 206.675.9151 w .shksarchitects.com 5158 REGISTERED ARC TECT 4JONATHAN N. HA G STATF"OF WASHI GTO IT - King County Housing Authority 2NDFLOOR_}�_ _ PACIFIC COURT 8'-s"+/- _ ENVELOPE UPGRADE _ ---- - - - - - - - - - - - - --- _ -- 1ST FLOOR TYP 22.3 26.4�P 6.28 6.30 22.3 - 1 00% /�+ V D 23.4 8.4 BLDG A - EAST ELEVATION nr- TUKWIL ,WA98 .- nrncE'� - A9 68 CITY OF TUKWILA - JUL 24 2019 - ,�,..,,.m„�..,,�.r,.,,......................................r 3 Orawnby: FC JILT CENTER - Checked: u Date: 07/12/2019 Scale: As indicated ROOF .11 2ND FLOOR h.... 1STFLOOR Ir 0„ 4 DLUU H - VVCJ I CLCVt111ViV o a a is APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION - BLDG A - EXTERIOR ELEVATIONS A3.1 1 A5.3 A5.7 3 A5.7 A5.7 2 - 00 00 _ 00 00 -- ------- - 0 -00 — A5.4 7 _ A5.4 1ENLARGED ELEVATION - BLDG A EAST OENLARGED ELEVATION - BLDG A NORTH ENLARGED ELEVATION - BLDG A WEST 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 5158 REj AR JONATHAN H.STATFOF WA — J `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: 1/2° = P-0" Revisions: No. Date Remarks REVIEWED FOR CODE COMPLIANCE APPROVED CITY OF yUI 1ALA SEP 77 2019 JUL 24 2019 PERMIT CENTER City Of Tukwila ILDING DIVISION ELEVATIONS A3.1 ROOF J 2 T FLOOR � 8' - 6" +l- `ice 1ST FLOOR I,- 0" ? ENLARGE1 ELEVATION - PARTIAL STAIRWELL ENLARGED SECTION - STAIRWELL 1 1/4" =1--0" \ L / 1/4" _ 1,-O" ENLARGED PLAN - ROOF STAIRWELL 1/4" = V-O" ENLARGED PLAN - SECOND FLOOR STAIRWELL l 1/4" = 1,4" I I I I I II II II II II II II I 1 I i I I I I it II II II II II II I I I I I I I II II II II II II II 1 A4.1 I I I I I I II II II II II II II I I I I I I I I II II II II II II ll I ENLARGED PLAN - FIRST FLOOR STAIRWELL :�� 1/4" = 1'-0" 0 2 KEYNOTE LEGEND MARK KEYNOTE TEXT 6.3 FIBER CEMENT PANEL SIDING ON WRB, RAINSCREEN, AND ADDITIONAL 3/8" SHEATHING, REF ASSEMBLIES, A5.1 6.5 WD STAIR TREAD, RISER, AND LOWER LANDING SHEATHING, APPLY FLUID -APPLIED DECK COATING 7.1 TPO HORIZONTAL MEMBRANE ROOF,1/2" HIGH DENSITY POLYISO COVER BOARD, TAPERED INSULATION AND VAPOR BARRIER OVER EXISTING ROOF SHEATHING AND STRUCTURE 8.1 WINDOW PER SCHED, EXTERIOR WO TRIM, AND INTERIOR TRIM 8.2 DOOR PER SCHED, EXTERIOR FIBER CEMENT TRIM, AND INTERIOR TRIM 8.3 TUBULAR DAYLIGHT DEVICE 10.4 REINSTALL AND RECESS SALVAGED FIRE EXTINGUISHER CABINET WITH SALVAGED FIRE EXTINGUISHER IN ORIGINAL LOCATION 10.6 REATTACH (E) FIRE ALARM AT ORIGINAL LOCATION 26.10 LIGHT FIXTURE, REF ELEC 26.12 SOFFIT MOUNTED LIGHT FIXTURE ABV STAIR, REF ELEC 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—shksa rchitects. com sass REGISTERED ARC ITECT JONATHAN H. HA G STATE OF WASHI GTO — '0000 King County Housing — Authority PACIFIC COURT - ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FG Checked: Li Date: 07/12/2019 Scale: 1/4" =1'-0" Revisions: No. Date Remarks REVIEWED FOR -CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila (BUILDING DIVISION Klill IT SECTION A4.1 S H K S A R C H I T E C T S W1 SIDING ASSEMBLY W5 SIDING ASSEMBLY IDING ASSEMBLIES = 1,_0" (E) WALL ASSEMBLY -1, VIF (E) GWB • (E) 2X4 FRAMING, 16- OC • (E) 1/2" PLY SHEATHING, VIF NOTIFY OWNER & ARCHITECT IF LESS THAN 1/2" THICK SIDING ASSEMBLY-1 • 3/8" PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) SIDING ASSEMBLY- 5 GWB • 2X3 FRAMING, 16" OC • 1/2" PLY SHEATHING • 3/8" PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) SIDING ASSEMBLY - 5 SIDING ASSEMBLY -1 W2 SIDING ASSEMBLY W5 TO W1 TRANSITION LAP SIDING - SECTION, TYP 2 3" = 11_01, 3„ = 1,_0„ SEAL AROUND ALL ELECTRICAL HVAC AND PLUMBING PENETRATIONS, START TAPING OR FLASHING AT BOTTOM OF PENETRATIONS, SHINGLING UPPER TAPE OVER BOTTOM TAPE WRB SEAM TAPE FLASHING TAPE If) 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 (E) WALL ASSEMBLY - 2. VIF (E) GWB • (E) 2X4 FRAMING, 16" OC • (E)1/2" PLY SHEATHING • (E)5/8"T1-11PLY 1050 N. 38th St. Seattle, WA 98103 ex: 206,675.9151 www.shksa rch itects.com 515s REGISTERED ARC ITECT JONATHAN H. NA U G STATF'OF WASHI GTO — �KIngCounty Housing �kftAuthorffy PACIFIC COURT ENVELOPE 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 — nECEIVEn - 100% CD O SIDING ASSEMBLY - OUTSIDE CORNER - PLAN, TYP SEALANT JOINT & BACKER ROD - SECTION, TYP CITY �� �uI\itiiit.a4028S146THST C — TUKWILA, WA 98168 3" =1'-0" � J 3" =1'-0" JUL 2 2019 6" PERMIT CENTER MIN LAP _ Drawn by: FC _ Checked: Li 4" 4" 4" FOLDED END DAMS 21I8" VARIES Date: 07(12(2019 140 DEG. — 140 DEG. —Scale: 3" = 1'-0" T1/2" 7/8" 1! 7/8" 1/2„ Revisions: IE 7/8" AS REO'D 4 No. Date Remarks �I TYPE 1 TYPE 2 TYPE 3 TYPE 4 REVIEWED FOR d CODE COIViPLIANCE I11--I SIDING ASSEMBLY PER ELEVATION ?. d (E) PENETRATION i FLEXIBLE FLASHING 2 i) 1 2X2INSIDE CORNER WD TRIM 1" MIN - 2" MAX @ CONC J SEALANT, TYP -7 Q ¢ 6" MIN @ GRADE ,( (: FIBER CEMENT TRIM BOARD BEYOND a SIDING ASSEMBLY - 2 • 3/8" PLY SHEATHING WRB • 3/8" RAINSCREEN FIBER CEMENT PANEL SIDING PER ELEVATIONS P BLIND NAIL, PER MFR INSTRUCTIONS SIDING ASSEMBLY -1,REF 1 /A5.1 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 W3 SIDING ASSEMBLY SIDING ASSEMBLY- 3 WRB • FIBER CEMENT PANEL SIDING PER ELEVATIONS (BATTEN SPACING 16" OC, TYP) FIBER CEMENT BATTEN SIDING ASSEMBLY PER ELEVATION FIBER CEMENT TRIM BOARD BEYOND FLEXIBLE FLASHING SEALANT,TYP SIDE ELEVATION 1"x 3-1/2" FIBER CEMENT CORNER TRIM TYP W4 SIDING ASSEMBLY CONVENTIONAL MOVING WEATHERSEAL n s FLASHING PENETRATIONS, TYP 7 WALL BASE - SECTION, TYP SIDING ASSEMBLY - INSIDE CORNER - PLAN, TYP FLASHING - SECTION, TYP 6 l 3„ = 1,-0„ --------- V 3" = V-0" t J / 3" = 1,_0„ SEALANT BACKER R SIDING ASSEMBLY - 4 GWB • 2X4 FRAMING, 16" OC • 1/2' PLY SHEATHING 318" PLY SHEATHING WRB • FIBER CEMENT LAP SIDING PER ELEVATIONS (SEE ELEVATIONS FOR LAP SIDING EXPOSURE) HORIZONTAL TO VERTICAL JOINT AS REGO� AS REO'D S.S. SILL PAN City of Tukwila ILDING DIVISION DETAILS A5.1 PARAPET CORNER TRANSITION, TYP 1 3„ = 11-01, 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 SEALANT,TYP REINSTALL JUNCTION BOX WITH ELECTRICAL EXTENSION RING MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE FASTENER @ 12" OC HEAT -WELD LAP TPO ROOF MEMEBRANE COVERBOARD METAL FLASHING, TYPE 4 ROOF ASSEMBLY-1. REF 3/A5.3 2X WOOD NAILER 4.1/2" SS SCREWS @ 12" OC CONT METAL CLEAT SIDING ASSEMBLY -1,REF 1 /A5.1 2-� ROOF WALL TRANSITION TO PARAPET, TYP SIDING ASSEMBLY-1 REF 1 / ASA 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 SEALANT, BOTTOM & SIDES, TYP TAPE WRB TO FLASHING PANEL AT SIDING ASSEMBLY -1,REF 1/A5.1 LAP WRB OVER FLEXIBLE FLASHING FIBER CEMENT MOUNTING BLOCK MOUNT FLANGES IN BED OF SEALANT HOODED VENT COVER (E) OPENING AND DUCT FOAM SEALANT AT (E) PENETRATION, TYP SEALANT, BOTTOM & SIDES, TYP S H K S A R C H I T E C T S LAP TPO ROOFING OVER WRB — MTL PARAPET COPING CAP COATED METAL EDGING WITH HEMMED EDGE — 1050 N. 38th St. Seattle, WA 98103 — ex: 206.675.9751 TERMINATION BAR, FASTENER @ 12" OC — www.shksarchitects.com HEAT -WELD LAP 5158 REJGTO AR — TPO ROOF MEMEBRANE 1 X 3-1/2" FIBER CEMENT TRIM JONATHAN HSTATF'OF WACOVERBOARD 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 — 'e_02�& King County Housing = Authority _ PACIFIC COURT - ENVELOPE - UPGRADE RECEiVEn - CITY OF T UKllVIL - JUL 24 2019 _ 100% CD 4028 S 146TH ST PERMIT CENTER - TUKWILA, WA 98168 SIDING ASSEMBLY -1, REF 1 / A5.1 — LAP WRB OVER FLEXIBLE FLASHING � � Drawn by: FC — Checked: LJ _ Date: 07/12/2019 FIBER CEMENT MOUNTING BLOCK Scale: 3" = V-O" LIGHT FIXTURE — Revisions: _ No. Date Remarks REINSTALL JUNCTION BOX WITH ELECTRICAL EXTENSION RING — RCv.1� I W � FtjR — CODE COMPLIA IC APPROVED SEP 2 7 2019 SEALANT, BOTTOM AND SIDES, TYP CIty of Tukwila DIVISIO TAPE WRB TO FLASHING PANEL AT — BUILDING N \ 11 BOTTOM AND SIDES TAPE WRB TO FLASHING PANEL AT I BOTTOM AND SIDES `— LIGHT FIXTURE I ( v—--�- BOTTOM AND SIDES I I I �� DETAILS UNTED LIGHT FIXTURE - SECTION, TYP HOSE BIB - SECTION, TYP HOODED VENT - SECTION, TYP LIGHT FIXTURE - SECTION, TYP - p -- N (DM1Z0_-!TMO 3„ = 11-01, I V 3„ =1,-0„ —A%.;. 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" OG 1"x 5-1/2" FIBER CEMENT TRIM SIDING ASSEMBLY -1, REF 1 / A5.1 ROOF EDGE - GUTTER - SECTION, TYP 1 3" = 1'-0" ROOF ASSEMBLY -1, REF 3 I A5.3 2X SHIM MTL PARAPET COPING CAP CLEAT, FASTEN 12" OC ROOF ASSEMBLY -1, REF 3 ( A5.3 HEAT -WELDED LAP, TYP MTL BRACING PER STRUC 2X FRAMED WALL W/ 5/8" PLY SHEATHING EA SIDE (A�� DROOF SEPERATION WALL 3" = 1'-0° 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) TUBULAR DAYLIGHT ASSEMBLY & CURB, TYP 3" =1'-0" FALL PROTECTION ATTACHMENT CABLES FALL PROTECTION ANCHOR CONT SEALANT CONT SEALANT SS CLAMP TPO FLASHING BOOT HEAT -WELDED LAP ROOF ASSEMBLY-1, REF 3 / A5.3 FLASHING @ FALL PROTECTION - SECTION, TYP PARAPET - SECTION, TYP VARIABLE FLASHING @ PLUMBING VENT - SECTION TYP 1,-0' TPO WALKWAY - SECTION, TYP 7 F 3° = 1'_0' S ROOF ASSEMBLY -1 • TPO HORIZONTAL ROOF MEMBRANE 1/2" HIGH DENSITY POLYISO COVER BOARD • 1-1/2"-10-1/2" TAPERED INSULATION (R-9.75 TO R-68.25), ASSEMBLY U-FACTOR AT LEAST 0.044, R-22 PER WSEC TABLE A102.2.6(1). VAPOR BARRIER • (E) ROOF SHEATHING • 9-1/4" BLOWN -IN CELLULOSE INSULATION (R-32) BY OTHERS • (E) ROOF STRUCTURE 2X SHIM MTL PARAPET COPING CAP CLEAT, FASTEN 12" OC PARAPET CAP 2X6 2X12 • 2X8 CHAMFERED 1EAT-WELDED LAP NTL BRACING PER STRUC SEALANT,TYP WRB (E) ROOF STRUCTURE LADING 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 TPOWALKWAYPAD I REVIEVVVED FOR CODE COIMPLIANCE HEAT -WELDED LAP APPROVED SEP 27 2019 ROOF ASSEMBLY-1 R ..3 / A5.3 City of Tukwila BUILDING DIVISION CORRfECTION LTR# S A R C H I T E C T S 1050 N.38th St, Seattle, WA 98103 .: 206.675.9151 w ,shksarchitectscem 51BB REGISTERED ARC TECT JONATHAN H. HA G 'OF WA4STATF SHII GTO — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: 3" = V-0" — Revisions: No. Date Remarks 1 8/21/19 PERMIT REV 1 RECEIVED —CITY OF TUKWILA AUG 3 0 2019 = PERMIT CENTER DETAILS A5.3 CRAWLSPACE ACCESS HATCH - SECTION, TYP 1/2" 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 i L / 3„ = 1,-0„ 1X WD STAIR RISER 1X WD STAIR TREAD W/ BULLNOSE NOSING FLUID APPLIED DECK COATING 3/4" MARINE GRADE PLYWOOD (E) BLOCKING (E) WD STAIR STRUC FOUNDATION VENT - SECTION, TYP 3" = 1'-0" WPLIED DECK COATING TRINE GRADE PLYWOOD ;EMENT TRIM BOARD, VARIES BY LOCATION CKING - 2" MAX @ CONC @ GRADE �A�i2w— ELL RESURFACING - SECTION, TYP STAIR TREAD AND RISER, TYP STAIRWELL ENTRANCE - SECTION, TYP SIDING ASSEMBLY-3. REF 1 /A5.1 SIDING ASSEMBLY -2, REF 1 /A5.1 WEB, LAP OVER FLASHING FLASHING TAPE, LAP OVER MTL FLASHING MTL FLASHING TYPE 1 i"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 UNT FLANGES IN BED OF SEALANT -R CEMENT TRIM, CUT TO FIT IEENED CRAWLSPACE VENT ' WRB OVER FLASHING PANEL SHING PANEL, LAP OVER MTL SHING AIN - 2" MAX @ CONC AIN @ GRADE 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 5358 REGISTERED ARC TECT — JONATHAN H. HA U G — STATE 'OF 101 HA CTO WRB FLASHING TAPE, LAP OVER MTL FLASHING — WRB MTL FLASHING TYPE 1 1"X3.1/2"FIBER CEMENT TRIM — / KingCounty Housing Authority BACKERROi &SEALANT,TYP PACIFICCOURT - ENVELOPE - UPGRADE 24" X 36" EXTERIOR PLYWOOD PANEL, — ENT TO MATCH SIDING I (E) HEAT PUMP FOR REINSTALLATION - - 100% CD — — — J 4028 S 146TH ST SIDING ASSEMBLY -1, REF 1 / A5.1 — TUKWILA, WA 98168 I I n I lfill l i — HEAT PUMP MOUNTING PANEL - SECTION, TYP - 1 / 3" = 1'-0" — Drawn by: FC Checked: LJ REVIEU;ED t=OR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION Date: 07/12/2019 Scale: 3" = 1'-0" — Revisions: — No. Date Remarks RECEIVED — CITY OF TUKWILA — JUL 24 2019 PERMIT CENTER — DETAILS A5.4 SIDING ASSEMBLY -3,FEE 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 MAR INSTRUCTIONS TOP OF HANDLE TO BE LOCATED 48" MAX ABOVE FINISH GRADE, AS REQ'D PER ADA BACKER ROD & SEALANT, TYP 2X BLOCKING, TYP SEALANT,TYP OFIREEXTINGUISHER CABINET - SEMI -RECESSED, TYP D 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 ' ( A5.1 l LAP OVER FLASHING VG TAPE, LAP OVER MTL PLASHING 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 REQ'D PER ADA i ROD & SEALANT, TYP IT, TYP FIRE EXTINGUISHER CABINET - WALL MOUNTED PIPE PENETRATION - SECTION, TYP SIDING ASSEMBLY- 1 REF 1 ( 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 WRB TO FLASHING PANEL AT BOTTOM AND SIDES S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 - 206.675.9151 www,shksa rchi tects.com (� siBa REG ISTERED >/ AR JONATHAN H.STATF'OFWA — / KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: U REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION Date: 07/12/2019 — Scale: 3" =1'-0" Revisions: — No. Date Remarks iiECE.IVED — CITY OF TU4:1r'Y'ILA — JUL 24 2019 PERMIT CENTER — DETAILS DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN THRESHOLD, BED IN SEALANT (E) CONC 5 DOOR 101 B,107,108 THRESHOLD 101 D THRESHOLD 6 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) GWB WD CASING BACKER ROD & SEALANT, TYP DOOR PER SCHEDULE CUT COMPOSITE DOOR FRAME TO FIT AS REO'D SEALANT,TYP FIBER CEMENT DOOR TRIM FLEXIBLE FLASHING SIDING ASSEMBLY -1, REF 1 / A5.1 (E) HEADER SHIM SPACE, PATCH (E) Gb WD CASING DOOR PER SI INSWING DOOR JAMB - PLAN, TYP 3 3NSWING DOOR HEAD - SECTION, TYP 3„ = V-0, DOOR PER SCHEDULE DOOR JAMB & FIBER CEMENT TRIM BEYOND DOOR SILL PAN, END DAMS DASHED DOOR THRESHOLD, MOUNT ON COMPOSITE SHIMS (E) CONC SLAB TRANSITION STRIP DOOR 101 C THRESHOLD 7 3" = 1'-01, -- -- R SCHE o U a A SINGLE FLUSH, FIBERGLASS PROTECT (E FLOORING DOOR 101ATHRESHOLD U 3" = 1'-01, TIDING ASSEMBLY-1 REF 1 / A5.1 VRB, LAP OVER FLASHING LASHING TAPE, LAP )VER MTL FLASHING STARTER STRIP MIN CLR ATL FLASHING TYPE 1 3ACKER ROD & SEALANT, TYP :IBER CEMENT DOOR TRIM SEALANT, TYP )OMPOSITE DOOR FRAME, CUT :RAME TO FIT AS RED'D 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) GONG SLAB DOOR SCHEDULE MARK SIZE DOOR FRAME HW COMMENTS W T H TYPE FMATL FINISH MATL FINISH 101A 3' - 9' 6' - 8" A FIBERGLASS PNT COMPOSITE PNT 01 UNIT ENTRY 101B 3'-0" 6'-8" A FIBERGLASS PNT COMPOSITE PNT 02 LAUNDRY ROOM 101C 3' - A FIBERGLASS PNT COMPOSITE PNT 03 MAINTENANCE ROOM 101D 3' - 0" 6' - B" A FIBERGLASS PNT COMPOSITE PNT 04 UNIT ENTRY- UPPER UNITS 107 3' - 0" 6' - 8" A FIBERGLASS PVT COMPOSITE PNT 05 ADA_UNIT ENTRY 108 3'- 0" 6' - 8" A FIBERGLASS PNT COMPOSITE PNT 05 _- ADA UNIT ENTRY 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. 4. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE, OR WITHIN 24" OF A DOOR IN ANY POSITION TO BE SAFETY/TEMPERED GLASS. 5. SIGNAGE AT ENTRY DOOR(S) TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR (FDIC). 6. COORDINATE HARDWARE GROUPS WITH OWNER. REPLACE NECESSARY EGRESS HARDWARE. 7. PROVIDE CONTINUOUS AIR SEAL AT ALL WINDOWS, DOORS, WALL AND ROOF PENETRATIONS. B. SALVAGE EXISTING DOOR LOCKSET CORES, RETURN TO OWNER S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 PH: 206,675,9151 w .shksamhnects.com 5158 REGISTERED ARC ITECT JONATHAN H. HA G STATF'OF WASHI GTO — �KingCounty Housing AuthorlW PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: PC _ Checked: Li Date: 07/12/2019 REVIEWED FOE Sc Ile: As indicated CODE COiViPLIANCE APPROVED — R isio: Nc Date Remarks SEP 27 2019— City of Tukwila — BUILDING DIVISION 13ECEIVED CITY OF TUIUVILA — JUL 24 2019 — DOOR SCHEDULE PERMIT CENTER & DETAILS M;' FLEXIBLE FLASF LAP OVER NAILI SEALANT,TYP WINDOW JAMB 3 3" = 1,-0" -- (E) WD CASING DO NOT CUT (E) JAMB LINER WD JAMB LINER BACKER ROD & SEALANT WINDOW ASSEMBLY PER SCHEDULE WO WINDOW TRIM, ROUTE FOR NAIL FLANGE 1. EXISTING ROUGH OPENING: • AFTER REMOVING EXISTING WINDOW, VERIFY THAT EXISTING ROUGH OPENING IS STRUCTURALLY SOUND. • VERIFY THAT THE EXISTING ROUGH OPENING IS LEVEL AND PLUMB. THE MAXIMUM ALLOWABLE DEVIATION IS 1/16" FOR EVERY 2' OF ROUGH OPENING (NOT TO EXCEED 1/8") • PREPARE SILL PER WINDOW MANUFACTURER INSTRUCTIONS 2. WRB: INSTALL PER MANUFACTURER'S INSTRUCTIONS: FOLD INSIDE ROUGH OPENING AT SILL AND BOTH JAMBS, I CUT AND FLIP UP WRB AT HEAD 3. FLEXIBLE SILL FLASHING FOLDED INSIDE OVER & UP I � THE JAMBS OF ROUGH OPENING AND WRB I 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 s APPLIED DIRECTLY TO NAILING FLANGE AND WRB 6FLEXIBLE FLASHING AT HEAD APPLIED DIRECTLY TO NAILING FLANGE 7. FASTEN METAL HEAD FLASHING B. 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 DA.11 WDJ (E) W WD AF GWB E) HEADER (E) WD CAS@ WINDOW CM DO NOT CUT WO JAMB LID WINDOW HEAD - SECTION, TYP t f BACKEI WD JAI WINDOW ASSEMBLY PER SCHEDULE DO NOl LINER BLOCKING AT NAIL FLANGE TO ALIGN WINDOW TO (E) JAMB LINER DEPTH WD WINDOW TRIM, ROUTE FOR NAIL FLANGE FLEXIBLE SILL FLASHING (E) WO PER WRB MFR SEALANT,TYP 3X FRAMING SIDING ASSEMBLY -5.REF 1 /A5.1 WRB, UNDER WINDOW NAILING FIN WINDOW SILL @ WALL INFILL WINDOW SILL - SECTION, TYP (_'� B & FLASHING @ EXISTING OPENING %� WALL INFILL BELOW WINDOW, TYP Di'llf = 1'-0" V 3" = 1'-01, SIDING ASSEMBLY-5 REF 1 /A5.1 (E) WALL EDGE BEYOND WD BASE TRIM FLASHING TAPE, LAP OVER MTL FLASHING STARTER STRIP 1/4" MIN CLR FLASHING TYPE 1 3X BASE PL WRB 1"X 9-1/4" FIBER CEMENT TRIM 1" MIN - 2" MAX @ CONIC 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 ED] o a o w � A B C SLIDER FIXED SKYLIGHT 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.shksarchitects.com — 5158 REGISTERED ARC TECT JONATHAN H. HA U G STATF OF WASHI GTO WINDOW SCHEDULE Type Mark SIZE (VIF) U-VALUE (MIN) Description COMMENTS W H Al 72" 60" 0.30 SLIDER A2 66" 40" 0.30 SLIDER A3 30" 33" 0.30 SLIDER _ A4 44" 34" 0.30 SLIDER REVIEWtr FOR A5 60" 48" 0.30 SLIDER D LIANCE B7 24" 24" 0.30 FIXED =ED B2 20" 34" 0.30 FIXED C2 25-1/2" 49-1/2,, NOTES: NIA TUBULAR DAYLIGHT DEVICE I REP 2 72019 City of Tukwila BUILDING DIVISION I. UIIVItNJIUNJ brW MI Aht run htrtht NUt UNIT. UUIV I hAU I Uh I U rltLU VthlhT AG I UAL DIMENSIONS. t;Ec�n►�ti 2. CONTRACTOR TO VERIFY EXISTING SILL HEIGHTS IN FIELD. CITY OF WKWILA 3. ALL GLAZING SHALL BE LABELED & NFRC CERTIFIED PER MFR. ALL GLAZING WITHIN 18" OF INTERIOR FLOOR/ EXTERIOR WALKING SURFACE OR WITHIN 24" OF A DOOR IN ANY POSITION TO BE TEMPERED. 4. ALL GLAZING SHALL HAVE A U-VALUE OF 0.30 OR BETTER, PER MFR, TYP, JUL 24 2019 5. PROVIDE CONTINUOUS AIR SEAL AT ALL WINDOWS, DOORS, WALL AND ROOF PENETRATIONS. 6. SCREENS TO BE PROVIDED WITH ALL OPERABLE WINDOWS, PERMIT CENTER EGRESS NOTE: 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. — KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: FC Checked: Li Date: 07/12/2019 Scale: As indicated — Revisions: No, Date Remarks WINDOW SCHEDULE & DETAILS A5.7 SIDING ASSEMI DRIP FLASHING 4X4 BLOCKING N TOP & BOTTOM FASTENERS PEF 1X WD MOUNTII (4)1/411mX311S SEALANT,TYP DEMO (E) SHEA INSTALL BLOCK REPLACE SHEA' LADDER PER N BEARING SUPF 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 3.1 = 11-01, 2 T, = V-0- 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 CLEMS 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" SO SCREWS WEIR (2)1/4" 0 X 4-112" SDS SCREWS @ 8" O.0 . �— #2 CLEVIS W/ 1/2" 0 THREADED ROD 1/ 2„ 1/2.,a 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 5 UNITNTRANCE AWNING - SECTION, TYP 6 UNIT DE (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 WI BOTTOM PL & E 16D@8"OCTO PLATE ELEVATION: —o o P-8" - a > — 0 4J PARAPET FRAMING AND BF 1 1/2" MIN 2X4 @ 16" OC W/ BOTTOM PL & DBL TOP PL 16D @ 8" OC TO RIM JOIST / a�� n cmg gym. gg mm —as 1. 1„ 0 0 1 1/2" 1/2" MIN TO 2" MAX _ Drawn by: FC Checked: Li Date: 07/12/2019 Scale: 3" = 1'-0" — Revisions: No. Date Remarks — 1 8/21/19 PERMIT REV 1 SISTER 2X10&NAIL W/16D@6"OCSTAGGERED _ RECEIVED CITY OF TUKWILA - AUG 3 0 2019 2X10 @ 4'0" OC W/ SIMPSON U210 HANGER — PERMIT CENTER SIMPSON A34 EA SIDE @ 4'-0" OC NOTE: - CONTRACTOR VIF EXISTING JOIST SPANS < 18'-0" - — STRUCTURAL X3 7- DETAILS PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC - SECTION, TYP S1.1 A A A A _ A A A A A A A A A — 1' - 8" 19 — _ — 2X4 @ 16" OC W/ BOTTOM PL & DEL TOP PL ROOF ASSEMBLY-2 • TPO HORIZONTAL ROOF MEMBRANE • 1/2" HIGH DENSITY POLYISO COVER BOARD • 5-1/2"-9" TAPERED INSULATION (R-35.75 TO 8-58.5) • VAPOR BARRIER 1/2" MIN - 4" MAX (E) ROOF SHEATHING • (E) ROOF STRUCTURE (2)1/41, o X 3" SDS SCREWS @ 3" OC SIDING ASSEMBLY-4, REF 1 /A5.1 1/2" PLY SHEATHING (2)16D @ 8" OC TO DECKING —IIEA LEG (2)1/4" 0 X 6" BOB SCREWS @ 3" OC 1 OD @ 4" OC SHEATHING TO BLOCKING, TYP GALV L2-1/2'X1-1/2'Xi/4" @ 0" OC (2)1/41, o X 6" SDS SCREWS @ 3" OC 16d @ 8" OC TO RIM RIM JOIST TO MATCH (E), A34 @ 24" OC TO DEL TOP PLATE SIMPSON A34 EA SIDE @ 4'-0" OC 2X8 @ 4'0" OC W/ SIMPSON U28 HANGER EA END SHEAR WALL EDGE NAILS TO MATCH (E) _ CONT DOUBLE TOP PL SPLICE TO (E) DOUBLE TOP PL EA END W/ (2) SIMPSON ST2215 AT INFILL WALL NOTE: -- - CONTRACTOR VIF EXISTING JOIST SPANS < 18'-0" PARAPET FRAMING AND BRACING PERPENDICULAR TO STRUC ON ROOF -SECTION, TYP SIDING ASSEMBLY - 1, REF 1 / A5.1 37311/4" STL PL WASHERS 2X SILL PT PL W15/8" 0 ADHESIVE ANCHORS @ 48" OC MAX EMBEDDED 7" & CENTER ON STEM WALL EDGE NAIL VIF OR PROVIDE FOOTING & STEM WALL TO MATCH (E), PROVIDE ADHESIVE ANCHORS EA END AT EACH HORIZ REINF, EMBED 4" MIN WALL INFILL - BOTTOM - SECTION, TYP 3" OC S1.2 1 / A5.1 4'0" OC @3"OC @3"OC SHEATHING 0" OC 1 / A5.1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION u S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 98103 .x 206.675.9151 w shksarchitects.com 08/21 /2019 `KingCounty Housing Authority PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: FC Checked: LJ Date: 07/12/2019 Scale: 3" = V-O" Revisions: No. Date Remarks 1 8/21/19 PERMIT REV 1 RECEIVED —CITY OF TUKWILA AUG 3 0 2019 — PERMIT CENTER STRUCTURAL DETAILS 1.2 W91:117.11�\I��� 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 EQUIPMENTAND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO.37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS, PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LIVE LOAD PARTITION CONCENTRATED LOAD LOAD LOADS ROOF 15 PSF 25 PSF 300# SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME/SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED 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), VuLT = 110 MPH RISK CATEGORY PER TABLE 1.5-1 = II TOPOGRAPHIC FACTOR KZT =1.0 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 16.0 16.0 19.9 -23.6 -23.6 WALL SURFACES AND ROOF OVERHANGS' POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) EFFECTIVE WIND AREA ZONE 2 4 5 4 5 2 3 10 SF 21.8 21.8 -23.6 -29.1 -31.4 -51.6 20 SF 20.8 20.8 -22.6 -27.2 -30.8 -40.5 50 SF 19.5 19.5 -21.3 -24.6 -30.1 -25.9 100 SF 18.5 18.5 -20.4 -22.6 -29.5 -16.0 500 SF 16.2 16.2 -18.1 -18.1 - 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTIONSEQUENCING, 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 11 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 AC1318, CHAPTER 19. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE -APPROVED EQUAL. ALL MANUFACTURER'S RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG, AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. DESIGN fc (PSI) MAX. MIN. FLYASH AGGREGATE ITEM (AT 28 DAYS U.N.O.) WIC OR SLAG GRADING NOTES RATIO (PCY) ASTM AASHTO FOUNDATIONS - UNO 3000 0.50 - 57 OR 67 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED, CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. i)��I►[eI:3�1►169fJ1►IeZi]»:7:��[�P[. 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. S H K S A R C H I T E C T S 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 1050 N. 38th St, BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY - Seattle, WA 98103 BELOW FREEZING (30° F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH - - 206.675,9151 COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. -shksarchitects.com 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE -APPROVED EQUAL. - 5. PINY 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, 08/21 /2019 HOT OR WINDY WEATHER PLACEMENT - HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE _ HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A - HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. - PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER _ EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100°F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. EMBEDDEDITEMS 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. - ^ - J `KingCounty CONCRETE CURING AND SEALING Housing Authority CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN PACIFIC COURT 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 _ ENVELOPE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST -TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS. - UPGRADE 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 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ CONCRETE CURING NOTES: blq - 0X37 Drawn by: DH Checked: JB _ Date: 07/12/2019 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR PROVIDE A SPRAY APPLIED scale: 12" =1'-0" _ EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MA CALCULATED PER ACI 305 FIGURE 2.1.5. REVIEWED FOR - Revisions: CODE GOiViPLIANCE No. Date Remarks 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 C S B APPI'LOVED SPECIFICATIONS, PER MANUFACTURER'S RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIA ELY AFTER FINAL FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN DAYS. SEP 27 2019 - RECEIVED 3. PROVIDE PRE -APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. City of Tukwila - ITY OF TUKWILA ILDING DIVISION AUG 3 0 2019 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLA SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURER'S PERMIT CENTER RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE - WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. - 5. PROVIDE'ULTRACURE MAX MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR GENERAL NOTES A MINIMUM OF 14 DAYS. _ 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURER'S S1.3 RECOMMENDATIONS. GROUT NON -SHRINK GROUT: MASTER BUILDERS WASTERFLOW 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 #346 >_14% #7 - #11 > 12% #14, #18 k 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, Fv=60 KSI (UNLESS NOTED OTHERWISE) BAR MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld") MINIMUM EMBEDMENT LENGTH FOR SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS STANDARD END HOOKS ("Ldh") #3 2'-0" V-6" V-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" 114" #6 4'4" T-1" 3'-1" 2'-4" V-2" SPLICE TABLE NOTES: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE CONCRETE CAST AGAINST EARTH ------ ------ 3" EXPOSED TO WEATHER OR EARTH --- ------ 2" WALLS AND SLABS NOT EXPOSED TO WEATHER--- 3/4" POST -INSTALLED ANCHORS POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST - INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR, 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. CONCRETEANCHORS: ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER -DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY HILTI, INC. OR STRONG -BOLT 2 (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 AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIAL PROPERTIES OTHER SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED MACHINE BOLTS (M.B.): ASTM A307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 55, UNLESS OTHERWISE NOTED, ASTM F1554, GRADE 105 WHERE INDICATED. WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V-NOTCH RATINGS AS FOLLOWS: GRAVITY FRAME WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING FILLET 70 KSI PARTIAL PENETRATION 70 KSI --- COMPLETE PENETRATION 70 KSI 20 FT-LBS @ -20 DEG F WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1 ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. GENERAL REQUIREMENTS ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE FINISH: STRUCTURAL STEEL SHALL BE UNPAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC-SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WITH SLIP -CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER** EMBOSSED HEAD/COLOR 8d 0.131 2-1/2 3 / BLUE 10d 0.148 3 4 / WHITE 16d 0,162 3-1/2 6/ORANGE 20d 0,192 4 FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS: FASTENER TYPE DIAMETER LENGTH EQUIVALENT SPACING TRACKER** EMBOSSED (INCHES) (INCHES) (INCHES) HEAD/COLOR 8d COMMON WIRE 0.131 2-1/2 6 4 3 3/ BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 E3 / NONE 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 1/ BLUE 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 14 GA. STAPLES 0.080 1-1/2* 6 4 3 15 GA STAPLES 0.072 1-1/2* 5 3 2-1/2 10d COMMON WIRE 0.148 3 6 4 3 4/ WHITE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 F4 / NONE 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 3/ WHITE *BASED ON 15/32" PLYWOOD OR OSB. **REFERENCE TO EMBOSSED HEAD / COLOR CODED NAILS PER TRACKERS SYSTEM, WOOD SHEATHING (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 PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32116); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES, SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO.2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR -LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR -LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 5. INTERIOR NON -BEARING STUD WALLS. "DOUG FIR -LARCH" NO.2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) 6. 2x & 3x T&G DECKING: "DOUG FIR -LARCH" COMMERCIAL (Fb=1450 PSI, E=1700 KSI) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR -LARCH" NO.2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 8. UTILITY & STANDARD GRADES NOT PERMITTED. MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. APPLICATION SPECIFIED MATERIAL PRESERVATIVE CONNECTORS & TREATMENT (1) FASTENERS (2)(3) FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) r TOP PLATES & LEDGERS ON GLULAM (SP) o CONCRETE OR MASONRY _ ACQ, CBA, CA GALV (G185) WALLS (4) o FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) w F— w POSTS & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90) BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (13185) 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 Al53 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE OR MASONRY WALLS MAY BE UN -TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1116" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 v": 206.675.9151 __. w ahksarchitects.com 08/21 /2019 FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE, PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD _ REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS NDREVIEWt D FOR FASTENERS. CODE COMPLIANCE MISCELLANEOUS: APPROVED SEP 27 2019 SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS UBMITTALS SHALL BE PROVIDED FOR REVIE AND APPROVAL Y Tlty of Tukwila STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. BUILDING DIVISION STRUCTURAL ENGR. BLDG. DEPT. 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. STRUCTURAL STEEL X X — 411&- KingCounty Housing Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 Drawn by: DH Checked: JB Date: 07/12/2019 Scale: 12" = 1'-0" Revisions: No. Date Remarks RECEIVED CITY OF TUKWILA AUG 3 0 2019 — PERMIT CENTER 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. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES 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 > 5/16" X REGISTERED AND APPROVED IN D. PLUG AND SLOT WELDS X ACCORDANCE WITH IBC SECTION E. SINGLE -PASS FILLET WELDS 5 5/16" X 1704.2.5 F. FIELD -INSTALLED WELDED STUDS X G. WELDING OF STAIRS AND RAILING SYSTEMS X INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION X DOCUMENTS CONCRETE INSPECT REINFORCEMENT, INCLUDING PRE- SPECIAL INSPECTIONS NOT REQUIRED ACI 318: CH 20, 25.2, 25.3, STRESSING TENDONS, AND VERIFY PLACEMENT X FOR THE FOLLOWING CONDITIONS: 26.6-1 TO 26.6-3, IBC 1908.4 ANCHORS CAST IN CONCRETE -PRIOR TO AND X ACI 318: 1T8.2 NON-STRUCTURAL SLAB ON GRADE DURING PLACEMENT OF CONCRETE AISC 360 SECTION N7 CONCRETE FOUNDATION WALLS WITH F'c 5 2500 PSI ANCHORS POST -INSTALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 21.2.8 ISOLATED SPREAD FOOTINGS FOR IBC 1909.1 VERIFY USE OF REQUIRED DESIGN MIX ACI 318, CH 19 BUILDINGS THREE -STORIES AND LESS X ABOVE GRADE PLANE CONTINUOUS FOOTINGS SUPPORTING PRIOR TO CONCRETE PLACEMENT, FABRICATE ASTM C172, C31 SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP X WALLS OF THREE -STORIES AND LESS ACI 318: 26.4, 26.12 AND AIR CONTENT TESTS, AND DETERMINE THE ABOVE GRADE PLANE WHERE WALLS IBC 1908,10 TEMPERATURE OF THE CONCRETE ARE LIGHT -FRAME CONSTRUCTION AND STRUCTURAL DESIGN IS BASED MAINTENANCE OF SPECIFIED CURING X ACI 318: 26.5.3 TO 26.5.5 ON F'c <_ 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 5116" FILLET. PERIODIC INSPECTION FOR FILLET WELD 5/16" AND SMALLER TESTING OF MATERIALS X IBC 1705.3.2 WOOD FRAMING SHEAR WALL NAILING SPECIAL INSPECTION NOT REQUIRED IBC 1705.11.1, 1705.12.2, 1705.5 X FOR FASTENER SPACING > 4" O.C. DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.11.1, 1705.12.2, 1705.5 FOR FASTENER SPACING > 4" O.C. NAILING, BOLTING, AND ANCHORAGE OF IBC 1705.11.1, 1705.12.2 COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD-DOWNS THAT ARE PART OF THE X SEISMIC RESISTING SYSTEM METAL -PLATE -CONNECTED WOOD TRUSSES SPANNING X TEMPORARY AND PERMANENT BRACING IBC 1705.5.2 60 FEET OR GREATER TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » 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. REVIEWED FOR CODE COiNAPLIANCE APPROVED SEP 27 2019 City of Tukwila BUILDING DIVISION S H K S A R C H I T E C T S 1050 N.38th St. Seattle, WA 98103 — r 206.675.9151 —--ahksarchitects.com 08/21/2019 — '00 �A­KingCounty Housing — Authority PACIFIC COURT ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 _ Drawn by: DH Checked: JB Date: 07/12/2019 Scale: 12" = 1'-0" Revisions: No. Date Remarks RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTCH GENERAL NOTES .5 S H K S A R C H I T E C T S Lighting ,Summary` _ , „LGT„SU,M, 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 Company Name: CASE ENGINEERING require a password to 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 2] Alteration ❑ Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting compffiance 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 y addition are combined with existing lighting systems to demonstrate compliance ❑ El 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 50% or more of existing are replaced ❑ ❑ Q Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ ❑ of the retrofit project. If project includes a combination of spaces where less than of the existing fixtures are replaced — Lamp and/or ballast replacement only - existing total wattage not increased El❑ El in some spaces, and 50% or 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 maybe combined into one lighting power compliance form. 50% ormore 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 -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50%replaced -Total lighting power ofnew+existing-to-remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interiorspaces 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 ❑ ❑ ❑a circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only ❑ ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New ormoved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.22. Reconfigured interior space - Provide all required lighting controls that apply to a new interiorspace. 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(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or 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 Luminaire Level Lighting Control (LLLC) ❑ Additional Efficiency Package Option C406A Enhanced digital lighting controls To comply with C406A, 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 O C405.2 thru 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. Exteiior,.Ligftmg = LTG=EXT' Project Title: KCHA AVONDALE MANOR Date 7/12/2019 Exterior Lighting Zone Table C risdiction. 2(1) Specified byjurisdiction. O Zone 1 O Zone 2 © Zone 3 Q Zone 4 Zone selection required to enable LTG-EXT form For Building Department Use Calculation Area Q Q Addition - O Addition standalone +existing O Alteration with < 50% ® Alteration with a 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 NOTEt Base Site Allowance: 750 Tradable Surfaces Surface Description Area (), perimeter (10 or If of items Allowed Watts per 112 or per If Allowed Watts x ft2 (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 iractanie rroposea Llgnnng vvarrage - Tradable Surface Fixture Description NOTE 3,4 Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Uncovered Parking and drives FE2-POLE MTD LUMINIARE 2 118 236 Stairways FE4-STAIRWAY LIGHT 18 11 198 Total proposed tradable watts may not exceed the sum of total allowed 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 fit' or per If Allowed Watts x 112 (or x 10 Bldg. Fagade BUILDING MOUNTED LIGHTS 15088 0.15 W/ft2 2264 iNon-tracianie rroposea Ltgnting vvattage­ Non -Tradable Surface Fixture Description NOT 3,4 Number of Fixtures Watts per FixtureNOTE 5 Watts Proposed Bldg. Fagade FE11FE1M-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 anyindividual Non -Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: 750 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1- List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of tamps 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 Watla/Fixture enter the luminaim 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 Z 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 T' 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. CONNECTTO EXISTING CIRCUIT. LUMINAIRE LED SWOOP 610 FE4 STAIRWELL LIGHT, LINEAR LED, NOMINALLY 4' LONG BY 6" WIDE WITH LED 11 WRAPAROUND LENS WITH INTERGRATED OCCPANCY SENSOR AND AUTOMATIC DIMMING PHOTOCELL AND EMERGENCY BACK UP. FIXTURE TO DIM TO 50 PERCENT WHEN STAIRWELL IS UNOCCUPIED. LCP1 LIGHTING CONTROL PANEL WITH PROGRAMMABLE ASTRONOMICAL TIMECLOCK WITH SEVEN DAY SETTINGS WITH BATTERY BACK UP FOR AT LEAST 10 HOURS. WATTSTOPPER LP8 SERIES PANEL OR APPROVED EQUAL ELECTRICAL LEGEND POWER DEVICES AND EQUIPMENT ABBREVIATIONS 10 DUPLEX GFCI RECEPTACLE A (200A) (AFTER A NUMBER) = AMPS * 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 O JUNCTION BOX WITH BLANK COVER BKR BREAKER 91-0 CIRCUIT BREAKER PANELBOARD C CONDUIT CKT CIRCUIT o TERMINAL CABINET METER OilCOPPER DISC DISCONNECT PPO UTILITY POWER POLE (SHE PLAN) UTILNY 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.I.C. 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 kCMIL THOUSANDS OF CIRCULAR MILS PHASE CONDUCTOR(S) KVA 1000 VOLT AMPERES NEUTRAL CONDUCTOR GROUND CONDUCTOR KW 1000 WATTS �I• GROUND WIRE LCP UGIN CONTROL PANEL CONDUIT BENDS TO CHANGE ELEVATION AT THIS POINT MCB MAIN CIRCUIT BREAKER CONDUIT STUB -UP MLO MAIN LUGS ONLY i 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 E]-e SINGLE ARM AREA LIGHT PNL PANELBOARD 0 WALL MOUNTED AREA UGHT REC RECEPTACLE(S) POST TOP AREA LIGHT SW SWITCH TBD TO BE DETERMINED NOTES AND MISCELLANEOUS SYMBOLS TYP TYPICAL [3�> FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. U.O.N. UNLESS OTHERWISE NOTED 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 INFORMATION THAT HAS BEEN REVISED. FLAG NOTES WP WEATHERPROOF L� THE REVISION IN WHICH THE CHANGES WERE MADE. XFMR TRANSFORMER DRAWING INDEX ED.1 LEGEND, LIGHTING SCHEDULE, ENERGY FORMS EO.2 RISER DIAGRAM & PANEL SCHEDULES EIA ELECTRICAL SITE PLAN E2.1 BUILDING W 1ST FLOOR ELECTRICAL PLAN E2.2 BUILDING'A' 2ND FLOOR ELECTRICAL PLAN E2.3 BUILDING'B' & MAINTENANCE BLDG ELECTRICAL PLANS E3.1 BUILDING W ELECTRICAL ELEVATIONS E3.2 BUILDING'S' & MAINTENANCE BUILDING ELECTRICAL ELEVATIONS E4.1 LIGHTING CALCULATION SITE PLAN 1050 N. 38th St Seattle, WA 98103 PN: 206.675.9151 www.sh ksarch itects.com (h CASE IV ENGINEERING Consulting Electrical Engineers —'s Noai, Lee k Parkway, Suite .2 en.we:nmsre, e2sata Phane:425402-eCW 19129 _ Lac 0 1 73 gnlq 332 AL - KCHA - PACIFIC COURT - ENVELOPE UPGRADE - 100% CD 4028 S 146TH ST — TUKWILA, WA 98168 Drawn by: CJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted — Revisions: = No. Dale Remarks RECEiVED CITY OF TUKWILA — JUL 24 2019 _ LEGEND PERMIT CENTER & SCHEDULES SEPARATE PERMIT AND 1 APPROVAL e REQUIRED _ EXISTING PANEL: A PROJECT NAME KCHA Pacific Court PRO.IECT#: 19129 LOCATION: FED FROM NOTE CKT NO. CIRCUITNAME CB SIZE LOAD(KVA) PANG_ DESCRIPTION 8 AM P R I H I M I L K O ITOTAL 1 DRYER A 30 2 2.50 2.50 PANE -AMPS: 200 3 _ _ B - 2.50 2.50 FEEJERAMI S : 200 5 DRYER A 30 2 2.50 2.50 L-LVOLTS: 240 7 - - B -- 2.50 2.50 L-NVOLTS: 120 9 HEAT A 20 2 1.60 1.50 PHASE: 1 11 --- 8 - 1.50 1.50 WIRE: 3 13 LTG - OUTSIDE A 20 1 1.20 1.20 A.LC.: 10kA 15 LTG - BUILDING 8 S 20 1 0.96 0.96 17 WASER Al15 11 1 1 1.50 1.50 ML.O. 19 WASHER B 15 1 1.50 1.50 MA IN CB X 200A 21 SPARE A 15 1 FLUSH 23 SPARE B 15 1 SURFACE X 25 SPACE ONLY A ISO GND 27 SPACE ONLY B FEED-THRU 29 SPACE ONLY LOAD SUMMARY RECKVA 2 DRYER A 30 2 2.50 2.50 q ___ B -- - 2,50 2.50 HEAT KVA : 7.50 6 HOTWATER A 30 2 2.25 2.25 MOTOR KVA g - _ B -- - 2.25 Z25 LGHTING KVA : 7.76 10 LTG -CARPORT A 20 1 0.64 0.64 KITCHEN KVA 12 LTG - BUILDINGA B 20 1 1.32 1.32 OTHER KVA : 18.20 14 LTG - OUTSIDE A 20 1 1.12 1.12 16 LTG - BATH EHALL B 15 1 0.44 0.44 PHASEA KVA: 17.35 18 LTG -OUTSIDE A 15 1 1.44 1.44 AMPS: 144.6 20 LTG- ELMRM S 15 1 0.64 0,64 FHASEB KVA : 16.11 22 FIRE PA NE- A 20 2 0.20 0.20 AMPS : 134.3 24 SPACEONLY B 26 SPACEONLY A 28 SPACEONLY B 30 SPACEONLY CONNECTED LOAD KVA : 33.46 AMPS : 139.4 DE1AAND LOAD KVA : 35.40 AMPS ; 147.5 NOTES/REM ARKS : 1, 2, 3, DBdAND 1 DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES-TO10KVA 100% = REMAINING OVER 10KVA 50% = H HEATING 100% = 7.50 M MOTORS 100% _ LM LARGEST MOTOR 125% _ L LIGHTING 125% = 9.70 K KITCHEN 100% 0 OTHER 100% = 18.20 EXISTING PANEL: B PROJECTNAME KCHA Pacific Court PROJECT#: 19129 LOCATION: FED FROM: NOTE CKT NO. CIRCUITNAME GB SIZE LOAD(KVA) PANEL DESCRIPTION 6 A P R H I M I L K O ITOTAL 1 SHOPDRYER A 30 2 2.50 2.50 PANEL AMPS 200 3 - - B - - 2.50 2.50 FEE7BRAMPS : 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 HOOD FAN A 20 1 0,70 0.70 PHASE: 1 1 11 LTS- BUILDING B B 20 1 0.17 0.17 WRE : 3 1 13 LTS- BUILDINGA A 20 1 0.26 0-26 A.I.C.: 10kA 1 15 LTS - PARKING LOT B 20 1 0.24 0.24 17 SPACEONLY A ML.O. 19 SPACEONLY B MAINCB X 200A 21 SPACEONLY A FLUSH 23 SPACEONLY B SURFACE X 25 SPACE ONLY A ISO GND 27 SPACEONLY B =THRU 29 SPACEONLY A LOAD SUMMARY RED KVA : 0.72 2 OVEN A 40 2 4.0 44.00 4 --- B -- - 4.00 4.00 HEAT KVA : 3.00 6 RffER-PANTRY A 20 1 1.10 1.10 MOTOR KVA : 1.80 8 REC- PANTRY COUNTERTOP B 20 1 0.36 0.36 LIGHTING KVA : 0.67 10 GATE A 20 1 1'10 1.10 KITCHEN KVA 12 PANTRY ROOM BATHROOM B 20 1 0.36 0.36 OTHER KVA: 14.10 14 SOLAR W/H UTILITY PUMP A 15 1 16 SPACEONLY B PHASE KVA : 11.16 18 SPACEONLY A AMPS : 93.0 20 SPACEONLY B PHASE KVA : 9.13 22 SPACEONLY A AMPS : 76.1 24 SPACEONLY B 26 SPACEONLY A 28 SPACEONLY B 30 SPACEONLY A CONNECT® LOAD KVA : 20.29 AMPS : 84.5 DE ANDLOAD RDEIFAC71. KVA : 20.73 AMPS : 86.4 NOTESrREMARKS : PROVIDENEW BREAKER SHOWN 2. 3. N DEMAND R RECEPTACLES -TO 10KVA 100% = 0.72 REMAINING OVER 10KVA 50% _ H HEATING 100% = 3.00 M MOTORS 100% = 0.70 LM LARGEST MOTOR 125% = 1.38 L LIGHTING 125% = 0,84 K KITCHEN 100% _ O OTHER 100% = 14.10 S H K S A R C H I T E C T S LEGEND _ 200 EXISTING FEEDER SIZE IN AMPS - SOLID SHADING IN HEAVY LINES INDICATES NEW EQUIPMENT. PARTIAL SHADING IN LIGHT LINES INDICATES EXISTING PANEL - Fi WITH MODIFIED CIRCUITS. (SEE PANEL SCHEDULE) 1050 N.38th St. - Seattle. WA 98103 MECHANICAL BUILDING - . 206.675.9151 wwwshksarchitects.com 200 2DD _ _ CASE IV ENGINEERING �l � / >� j Consulting Electrtcal Engineers - )9 SNonM1 Geeh Pathway, Suite �02 51 eotM1e Wazh'n9lon 98011 PM1ana 925-002960D Fax a2Si99 C/T / - 1 19/2929 L S TO PSE VAULT -MOUNTED TRANSFORMER - 400 0 3'2MCI - et EXISTING RISER DIAGRAM - NOT TO SCALE - -_ LOAD SUMMARY MAIN SERVICE -400A, 120/24OV, 1-PHASE, 3-WIRE CONNECTED DEMAND DEMAND LOAD DESCRIPTION LOAD-kVA FACTOR kVA AMPS - PANEL A RECEPTACLES - GENERAL USE** 0.00 * 0.00 0.0 - HEATING 7.50 1.00 7.50 31.3 - MOTORS 0.00 1,00 0.00 0.0 LIGHTING 7.76 1.25 9.70 40.4 KITCHEN 0.00 0.65 0.00 0.0 - OTHER 18.20 1.00 18.20 75.8 - PANEL B - RECEPTACLES - GENERAL USE** 0.72 0.72 3.0 - HEATING 3.00 1.00 3.00 12.5 MOTORS 1.80 1.00 1.80 7.5 - LIGHTING 0.67 1.25 0.84 3.5 - KITCHEN 0.00 0.65 0.00 0.0 KCHA OTHER 14.10 1.00 14.10 58.8 - - PACIFIC COURT TOTAL - MAIN SERVICE 53.75 55.86 232.7 - ENVELOPE @ 120/240V - UPGRADE 1PH, 3W - *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA **DOES NOT INCLUDE RECEPTACLES FOR SPECIFIC EQUIPMENT - - 100% CD 4028 S 146TH ST - TUKWILA, WA 98168 Drawn by: CJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted - Revisions: 37 No. Date Remark0 RECEIVED CITY OF 1*UIWILA - JUL 24 2019 - RISER DIAGRAM PERMIT CENTER - AND PANEL - SCHEDULES SEPARATE EO.2 PERMIT AND APPROVAL REQUIRED FLAG NOTES r� ROUTE CONDUIT ON ROOF. PROVIDE SUPPORTS AS REQUIRED. SURFACE MOUNT CONDUIT FROM PARAPET WALL TO BELOW GROUND ON BUILDING EXTERIOR. COORDINATE CONDUIT LOCATION WITH ARCHITECTURAL SIDING DETAILS. EXISTING BOLLARDS TO REMAIN. LIGHTPOLE 6"x6" SO. (MAX.) (25'-0" MAX. HEIGHT) ANCHOR BOLT — ENGAGE TOP OF (4) TIES MIN. (YPICAL) #4 TIES SPACED AS SHOWN IN TOP 5" ! 1" CHAMFER —I #4 TIES SPACED © 6"O.C. 1-1/2" + ABOVE GRADE (TYPICAL) N 3-1/2" pIp^ I SLAB ON GRADE — d RIGID TO PROVIDE RESTRAINT AT GROUND LEVEL. 1=11I— I l-1 I I I I I III I 11= I� IIIII (II ''1 #4 TIES SPACED © 12"O.C. =11 I= BELOW GRADE. I �I 4500 psi CONCRETE I =!!' BASE (MAX.) (8)#5 VERTICAL REBAR SPACED EVENLY IN 18" CIRCULAR PATTERN 3" CLEAR --24 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 311U1HI46TH STREET NORTH ELECTRICAL SITE PLAN Q& SCALE: 1 " = 20'-0" 0 5' 10' 20' 40' S H K S A R C H I T E C T S 1050 N.3801 St. Seattle, WA 98103 Pe: 206,675,9151 w .shksarchitects.com QCASE ENGINEERING Consulting Elechical Engineers 19515 NMh Creek Parkway, Suite 302 soiheV,—anti. —11 Phone. 425402-9400 1ax: 425402-9402 19129 �L S _ 012019 3327373 AL - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: CJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted — Revisions: No, Date Remarks A.37 RECEIVED CITY OF TUKWILA — - ELECTRICAL JUL 24 2019 - SITE PLAN PERMIT CENTER — SEPARATE E1.1 PERMIT AND APPROVAL REQUIRED — ELECTRICAL PLAN NORTH 1 ST FLOOR BUILDING 'A' SOUTH SCALE: 1/8" = 1'-0" ELECTRICAL PLAN 1 ST FLOOR BUILDI SCALE: 1/8" = 1'-0" 'A' NORTH 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.Shksarchitects.com TCASE ENGINEERING Consulting Electrical Engineers — i9518WheII�WasMng"�a980tte 302 Phone: Q-2-94W Faz:425-4029402 — 19129 UUTH 0 1 2019 1 2 �"'RSPP Y NITS FLAG NOTES REPLACE EXISTING LIGHTING FIXTURE WITH NEW FIXTURE SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE -PULL CONDUCTOR AS REQUIRED. REFER TO ELEVATIONS ON SHEET E3.1 FOR DEMOLITION WORK AND FOR RESTORATION OF EXISTING ELECTRICAL EQUIPMENT AND DEVICES TO REMAIN ON WEST WALL OF BUILDING. r3� 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. - KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST TUMA, WA 98168 _ Drawn by: CJP _ Checked: MSC _ Date: 07/12/2019 Scale: Noted — Revisions: .—. = No. Date Remark137 nECEIVEp - BUILDING'A CITY OF WKWILA - 1 ST FLOOR JUL 24 2019 - ELECTRICAL PLAN' NORTH - PERMIT CENTER = SEPARATE 1 PERMIT AND E2. APPROVAL REQUIRED S H K S A R C H I T E C T S A .tTCHLINE ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING 'A' (SOUTH) J 04A SCALE: 1/8" = 1'-0" MATCHLINE ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING 'A' (NORTH) SCALE: 1/8" = 1'-0" Im1050 N. 38th St, Seattle, WA 98103 - 205.675.9151 —Irksarchitects.corn QCASE ENGINEERING Consulting Electnl Engineers -'s NonM1Creek —.1, .11. - ft— T­A�2-�"02­ 19129 L NORTH 1 2019 1 NO M I NITS 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 Dow by: Cip Checked: MSC Date: 07/1212019 Scale: Noted Revisions: Dole Remarks OZ37 - - BUILDING'A' nECEIVEn - 2ND FLOOR CITY OF TUKWILA _ ELECTRICAL PLAN JUL 24 2019 - PERMIT CENTER SEPARATE PERMIT AND E2.2 APPROVAL REQUIRED ELECTRICAL PLAN NORTH 2ND FLOOR BUILDING '13' 0�0& ELECTRICAL PLAN NORTH I ST FLOOR BUILDING '13' Nhp SCALE: 1/8" = 1'-0" FLAG NOTES REPLACE EXISTING LIGHTING FIXTURE WITH NEW FIXTURE SPECIFIED. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW FIXTURE IF IN ADEQUATE CONDITION. RE —PULL CONDUCTOR AS REQUIRED. REFER TO ELEVATIONS ON SHEET Ell 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. - ELECTRICAL PLAN MAINTENANCE BUILDING SCALE: 1/8" = 1'-0" NTS S H K S A R C H I T E C T S 1050 N. 38th St. Seattle, WA 98103 PH: 206,675,9151 w—shl,sarchitects.core �h CASE IV ENGINEERING Consulting Electrical Engineers 1.15—.1— P—,, ­M­ 19129 L NORTH 0 1 2019 33273 — KCHA - PACIFIC COURT - ENVELOPE - UPGRADE 100% CD 4028 S 146TH ST WKWILA, WA 98168 Drawn by: Cip Checked: MSC Date: 07/12/2019 Scale: Noted Revisions: No. Date Remarks BUILDING'B' nECEIVED CITY OF TUKWILA ELECTRICAL PLANS JUL 24 2019 NORTH PERMIT ERMIT CENTER ArLN SEPARATE pFp,',,.AIT . AND g- E2.3 APPROVAL REQUIRED S H K S A R C H I T E C T S _ -- — - - — - - - — — - -- - - - ---e - -- r-- — - -- -- ------ -- - o-- - - -- - - - eFE1M --- - -- ------ - H El —a ----- FPM © a FE1M ElFE1M B e e e FE1M I � I ._ �j II II,i;I =!j IL—_lul V5> t� Ali—i!E.. 3 L a Fi ' 6 [ ( L Oo °o _ -- 7050 N.38Ih St.( Seattle, WA 98103 rn 91516 -- _-- wwwshksarchitects.com //�\+\ 3 4 (I'MCAE) (TYPICAL) _ ECAS N E' IV ENGINNEERING O BUILDING 'A' (EAST ELEVATION Consulting Electrical Engineers ELECTRICAL _ , , , SCALE: 1/8" = 1'-0" 6oiM1eIl.Washin F 8— PM1one:42S40L9400 Fav:42S402-9902 — 79129 LSO 0 172019 3323 — AL -' .6 ----- - ------- --- s� --- — — — - 0 --- Y,� I� " � -------------- - ---- � 6 I �--...-- ------�- T-I-- 83 FR= s�I 6O -.� -- ---- Ij I`j 6-- I----� —"-- -- — - J � -------a--- �. ��------------------ ----II 8 � I - I - 18 - ---- - — — B � 41 jI B�I !-! --•,!, ------ _--H ----- ---- 6 - - h -,� -- -- I I i 6 �1�—� j- OBUILDING 'A' (WEST ELEVATION) ELECTRICAL _ 2 SCALE: 1/8" = 1'-0" FEiM r ---------------------- 1 I KCHA - PACIFIC COURT ENVELOPE UPGRADE 100% CD 4028 S 146TH ST _ = TUKWILA, WA 98168 �LIi I -- - - - -- — ---1- --------. . --i — r - 'F�; 3 4 -- —- ---$ -- � �= -- n --------- Drawn by: CJP _ Checked: MSC _ Date: 07/1212019 Scale: Noted — Revisions: ' O BUILDING 'A' (SOUTH) No. Date Remarks BUILDING A (NORTH) q. _ SCALE: 1/8" = 1'-0" 0 1037 _ BUILDING'A' CITYOr-TUICVVILA - ELEVATIONS JUL 24 2019 - PERMIT CENTER SEPARATE EM PERMIT AND � Y: APPROVAL _ REQUIRED S H K S A R C H I T E C T S Gi 5f. 6 11 ( _u I�iu 5 1 6 f--1� II l 5 luu l I! J 'lli 6 iul Tr `' h �I6�__ L_—_———_—_—_—_�_—_—_—_—_—_—__ iF_ I I lul Imo! �6�1� �, �E F�16 _ _——_—_—_—_—___—_ —__—__ —_—_— _—_ i�� �i--u`J81 _ _____—___B__ BUILDING '13' SCALE: 1/8" = 1'-0" --- `r___—__ _ FEiM I I f I -- i r `79 i BUILDING 'B' SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" (TYPICAL) LEI OR �El TION) ELECTRICAL RICAL BUILDING 'B' 4 SCALE: 1/8" = 1'-0" �FE,M J� ------------- ----'I---------------------------------------- FLAG NOTES - 1/ RE —LOCATE EXISTING FIRE ALARM IN EXISTING LOCATION AFTER NEW SIDING IS — INSTALLED. — RE —ATTACH EXISTING SERVICE EQUIPMENT TO NEW SIDING. EXISTING EQUIPMENT, — 1050 N. 38th St, CONDUIT AND CONDUCTORS TO REMAIN. — Seattle, WA 98103 3Cj RE— PINSTALL EXISTING A/C DISCONNECT TO NEW SIDING. RE —CONNECT AS _ 206.675.9151 NECESSARY.—shksarchitects.com RE —INSTALL EXISTING RECEPTACLE TO NEW SIDING. RECEPTACLE AND EXISTING = CIRCUITRY TO REMAIN. CASE REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED CONDUIT AND CONDUCTOR. ENGINEERING — Consulting ElecVical Engineers 1951 Boi9all, Wadi � 011e 302 8/ EXISTING FIXTURE TO BE REPLACED WITH NEW. SEE SHEET E2.1 FOR NEW — a .—.2--u n91Sax.<298%<9=— FIXTURE DESCRIPTION AND CIRCUITING REQUIRMENTS. 19129 0 , 73 1 2019 L> r_—_----.-------------------------------------------------------- ---------------------------------------- 0 — - KCHA MAINTENANCE BUILDING (EAST ELEVATION) ELECTRICAL D= PACIFIC COURT SCALE: 1/8" = 1'-0" PE UPGRADE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 _ Drawn by: CJP _ Checked: MSC —-----------------------—--------—---------- - — - — - -- -------- -- —Date: 07/12/2019 Scale: Noted — ---- D___1 —-- Revisions: ------------------------------- ---- No. Date Remarks --------------------- J"�' ---- — — - `� u 1 RECEIVED BUILDING B/ 6 k j 6 CITY OF TUKWILA - - " -_ JUL 24 2019 - MANTENANCE PERMIT CENTER - BUILDING ELEVATIONS OMAINTENANCE BUILDING (WEST ELEVATION) ELECTRICAL SEPARATE SCALE: 1/8" = 1'-0" tPERM'ff AND - E3.2 REQUIRED x - x - x 3- �x I -X0 - V 73- F` BUILDING 2.0 �!.l 2.6 2.1'11.6 �L!Hl ).7 09 1A 1.3 1.�1.1 2.1 Ix 17 la.q ).o b.9 b.9 1.0 1 1.0 1.1 11 1.2 2.1 0 b.8 b.9 b.8 b.9 1. 1.1 *1.1 1.2 112 ,6 0 a 0 9 0 * 7 * 8 '0' le 0 -01 -0.7 -018 -0.19 .1.0 -1.1 .1.2 -1.3 1.3 1.3 0 "I-10.9-A10 )A *1,5 '1A 1.5 -2.11 1.2 1.4 *1.4 1.5 1.6 11.6 INA uop'n EE'HA hbt, jl 'L 1 , 0.7 BlolILD1101. * * *1-4-ZL5-3-Z .5 II .7 a 0 1 l ]Z .7 b�8 b.9 *1 2 -___J�II 2.8 g t 0 .1 j b.9 1.0 '1.2 f E-2- 6 7k, . . . . .. 1.7 8 1.9 2.2 2.4 2.3 2 1.9 0.9 o 1.1 .1 *1.3 *1.4 1.7 1.7 b.9 1.0 1.1 1.2 1.4 1.5 *1.7 )3 1.8 - 1.7 2.3 b.a b.9 *m 1.3 *1.5 *1.6 *1.7 1.8 1.8 *1.6 1.7 L 2.6 b.s b.9 1.1 1.3 )A 11 1.7 1.7 17 1.8 1.8 Ve 1b.g '1.. 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O. 1.5 b.5 b.6 b.7 -J.17 b-4 b.5 b-S 08 11 COMMUNITY 5 'dBUILDING II ; b -0 00 4 015 b V4 0.3 b�44 04 4 S H K S A R C H I T E C T S '6 1.6 .0 .6 FE 1050 N.38th St. Seattle, WA 98103 206.675.9151 7= F-E1.5 CASE '1.3 '1.2�4'= 8 It ENGINEERING '10 -E =- � �, Consulting Electrical Engineers b.8 �b.al.o 4-8 -0- -42-9- 19129 .0 El L FE n i 2niq L .9 FE .4 '9 FE .0 .9 BUILDING FBI - 'A, 15 KCHA PACIFIC COURT _0 ENVELOPE UPGRADE FE 100% CD 4028 S 146TH ST TUKWILA, WA 98168 IX --j 1 .9 0.8 'Iltl.k7 01.6 II I b I b.3 b-3 b.a jb.3 b.3 b.3 b,3 'bK .96 -0-x - x x_Drawn by: Cip IK-x 0.3 0.3 f = Checked: MSC Date: 07/12/2019 Scale: Noted Revisions: No. Date Remarks SOUTH 146TH STREET RECEIVED CITY OF TUK%VILA JUL 24 2019 PERMIT CENTER NORTH LIGHTING LIGHTING CALCULATION SITE PLAN A% - CALCULATION SCALE: 1 " = 20'-0" 0 5' 10' 20' 40' SITE PLAN SEPARATE pFp�.,W AND E. AppROVAL REQUIRED