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HomeMy WebLinkAboutPermit D07-327 - O'BRIEN AUTOMOTIVE GROUP - REROOFO'BRIEN AUTOMOTIVE GROUP 301 BAKER BL D07 -327 Parcel No.: 0223100075 Address: 301 BAKER BL TUKW Suite No: Tenant: Name: O'BRIEN AUTOMOTIVE GROUP Address: 301 BAKER BL , TUKWU A WA Contractor: Name: POE CONSTRUCTION Address: PO BOX 899 , AUBURN WA 98071 Phone: 253 833 -2400 Contractor License No: POECOI *247QZ doc: IBC -10/06 Cit f Tukwila Owner: Name: OB FIFE PROPERTY II L L C Address: PO BOX 726 , BELLEVUE WA 98009 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: DALE FRANK Address: 7825 SE 76 ST , MERCER ISLAND WA 98046 Phone: 206 -275 -4130 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -327 Issue Date: 09/12/2007 Permit Expires On: 03/10/2008 Expiration Date: 05/01/2009 DESCRIPTION OF WORK: REMOVE EXISTING ROOFING, INSULATION AND RELATED FLASHINGS. REPAIR EXISTING SUBSTRATE. INSTALL SHEAR PLYWOOD AND UPGRADE STRUCTURAL CONNECTIONS © PERIMI:rt3t. INSTALL NEW INSULATION, SINGLE PLY ROOFING SYSTEM AND RELATED FLASHINGS. Value of Construction: $199,263.00 Fees Collected: $3,182.37 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: V - B Occupancy per IBC: 0024 D07 -327 Printed: 09 -12 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City 0...L./Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 - 327 Issue Date: 09/12/2007 Permit Expires On: 03/10/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: The granting of construction or doc: IBC -10/06 N Permit Center Authorized Signa Private: Public: Profit: N Non - Profit: N Private: Public: Date: 011 li-1 t/ I hereby certify - t I have re - an • ex - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this wo will be c . mpli - d ' th, whether specified herein or not. to give authority to violate or cancel the provisions of any other state or local laws regulating • ed to sign and obtain this developme t. Date : This permit shall become mill and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 007 - 327 Printed: 09 -12 -2007 Parcel No.: 0223100075 Address: Suite No: Tenant: 301 BAKER BL TUKW City of Tukwila O'BRIEN AUTOMOTIVE GROUP 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. D07 -327 ISSUED 08/28/2007 09/12/2007 8: 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. 9: 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. 10: Prior to final inspection a written statement from the roofing contractor shall be required. The statement shall confirm the fire classification of the roof assembly that was installed. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: 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. doc: Cond -10/06 D07 -327 Printed: 09 -12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 18: VALIDITY OF PERNIIT: 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. doc: Cond -10/06 * *continued on next page ** D07 -327 Printed: 09 -12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of e authority to violate or cancel the provision of any other work or local laws regulating construction or 4 /2a7 Signature: Date: doc: Cond -10/06 D07 -327 Printed: 09 -12 -2007 stww CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 laT://www.ci.tukwila.wa.us SITE LOCATION Site Address: 3 01 _,(crake( a- /174 ent Tenant Name: Property Owners Name: 0 t t '? i/ 1 M illit f of(444 f i r'G a' (C PI GS) Mailing Address: P8. u 7 I/ - Vu - CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 8' SE //�l�. S of W- V3 o ,/ � Mailing Address: Z 7 Nara- � �l "�' l City State Zip E -Mail Address: dtrur 2' e L'DIULt�'A Srl$Lt Fax Number: �6 2 7'r ,. /� f/ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: Company Name: Mailing Address: (ems -ask Day Telephone: 2.0 ( 21( L\ 13 0 Pd� Coviugi (579 W t'W/eei f! /03 /tuI1 w4 pool City State Zip Contact Person: ah W 1 i / the /5561 Day Telephone: j ISq E -Mail Address: 46)Pt L' p p CorqY'NG f 7 •C.Dik Fax Number: / ` �9 i Expiration Date:!/ //l Contractor Registration Number: C.0.74 PoCCPV ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record /( Jef ( X*l E -Mail Address: jitroe I/f / l'i{(kGt'ee • net ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record PG5tralr 150 )pc five- /leo Contact Person: PO' , Litn24(0j1 E -Mail Address: d� .. ul(rl� ( pCa —C fyttt ,}a,/_ Q:Wpplications\Forms- Applicatio On Lined -2006 - Permit Application.doc Revised: 9 -2006 bh City Building Permit No. DO 32� Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. Poi - oq3 (for office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: (),7-0 3 — 00.1c Suite Number: Floor: C j 11° Day Telephone: Fax Number: New Tenant: State Yes ❑ ..No Zip I to Day Telephone: 3 qv- 163-7 Fax Number: '7,5 '122 6 l.ty Mate tp �3 38" 1 --717 'U53 34 t c57 Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /17 244 Existing Building r f / Scope of Work (please pro information); detailed information): /r€`�G (/G e( f' / I p vide Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: � 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: WI- Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Valuation: $ I chl etm €Q If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: p . Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM rt/ /q- ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC • 1" Fleur (q_C $ - • T '� 4 S ! / J' 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /17 244 Existing Building r f / Scope of Work (please pro information); detailed information): /r€`�G (/G e( f' / I p vide Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: � 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: WI- Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Valuation: $ I chl etm €Q If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: p . Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM rt/ /q- ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 BUILDIN Signature: Print Name: (fi/ L, PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P . ' Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Mailing Address: 64.24 f - Date Application Accepted: 8-°7 Q:\ Applications\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 007 Day Telephone: 722 70 -7 aizpolA State Zip Date Application Expires: Staff Initials: Li/ Page 6 of 6 Receipt No.: R07 -01822 Initials: WER User ID: 1655 Payee: HELIX DESIGN GROUP ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223100037 Permit Number: D07 -327 Address: 410 BAKER BL TUKW Status: PENDING Suite No: Applied Date: 08/28/2007 Applicant: O'BRIEN AUTOMOTIVE GROUP Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 15586 3,182.37 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $3,182.37 Payment Amount: $3,182.37 Payment Date: 08/28/2007 11:01 AM Balance: $0.00 1,925.98 1,251.89 4.50 2146 08/28 9710 TOTAL 3182.37 doc: Receipt -06 Printed: 08-28 -2007 COMMENTS: 4 _5 - e-e-zewe-,f;0).,_/ 4,9,),i,a4>t,,/„.„( J,,7k-w / /3 //e (_,....,..zeiie....4-z„, 7' /)?L fSL 7--A,&, Special Instructions: Date Wante : /Z — /r a.m. p.m. 7 9 / 4 % ,,, 'Y d��t Phone No: Projec 1 //t! — • Type of Inspection: / Addr.Q / JP fe ' Date Called: Special Instructions: Date Wante : /Z — /r a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION y-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IZI Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION paid at 6300 Southcente ,1 Da UIRED. Prior to inspection, fee must be d., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: ..-_ V-- =, n Plik f (F tit ( N - ?'--c E iN,A ( 1 _\1sr a4k ) " >M (1. ,1 e twp • 2 0 0-- 6.1 o -c ,••ti fz. (r-e • 0 C rTit.+ R-0-01 i.)(4-6 S -4-0 11-› t N ( e t J 9-Q VIA At#t LI -F'TC, ` -� a. Requester: Phone No: \ 1 Pro•ect (3R lfN ONtn f I Type onspection: —1 1/4_14 Address: 3c� { � A 1 .4. 0 -i R.4::( Date Called: Special Instructions: Date W nted: 5 ZP — 0& -� a. Requester: Phone No: INSPECTION RECORD t�� Uk Retain a copy with permit 1-�3 INSPECTI NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. f/ Corrections required prior to approval. Insp to f.AnA.A- 1U A .00 REINSPECTION F d at 6300 Southcenter No.: Date: REQUIREI. Prior to inspection. fee must be vd.. Suite 100. Call the schedule reinspection. 'Date: COMMENTS: (9 F/ ;v4/ i rol--frr /A-6 472 /44)1/461k4 ) — t/fff .' ,1 4 , C - 5- i IL' //Al's'', //t.,4.- ----"Vi ././ -7 /.- / / Aailei /4--4 7Ierf .2 - ,,-/,/, 1) 17-i ki giz /lig ifro. 9 414 (/ /L Request r: Phone No: Project: 0 6 ie /61/ 4if(r) Type of Inspection: Address: 3a1 a4 Date Called: Special Instructions: Date Want d: c 7 P.m. Request r: Phone No: INSPE N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 outhcenter Blvd., #100, Tukwila, WA 98188 (206 )431-36 0 El Approved per applicable codes. MI Corrections required prior to approval. Inspec INSPECTION RECORD Retain a copy with permit I Date: .00 REINSPECTION FEE RE UIRED. Z 9" Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: c_I A c 90 J . C C' 7k_ P^- �` - t Type of Inspection: ' ‘� , ,) d F Sk- e A --- 1, : } € (J . a,‘ h 4f /17 lx CA s ,C _k_ C/,r b.- G. - s 4( J - Iv P-z S.) 1 kci a, fl e PA I � • A in-� cj ek 1 ,-- ) - ., -e Aif 1 IZ j 4, 3 0 f R-),�F t# /- itip`-fi . A - 11, r d) f- -.,.) J(n a4 "t41 I 'D -e / • r.s o (7{k 6.7 � — TIP c . E JSF. cr e_.Af 3 A G.)r.,� ( r r---`/vo. P ( ( -1,r je- ,P y ; do cake". j- Project:f � 0 �, � Type of Inspection: ' ‘� v Address: f 70 ( -F 6L Date Called: Special Instructions: Date Wanted: 7 '7-6 r P Requester: Phone No: 7,06 5i( /Iq4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 0 Southcenter Blvd., #100, Tukwila, WA 98188 ( 206)431 - CI 630 El Approved per applicable codes. orrections required prior to approval. (inspect t� . A4 Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit COMMENTS: Type of Ins , csfS /gf /l /? 42.—,1 k4 lit, / / / / ri S OP -! 'Y ' ">- �7 f' je /d, � 1 1r //j,h / ^ r C ) /1? 4 mr4 v /- S 1,4 N x;cx7 i o /t/v / h5, -c y (7, ^ lj 14iu1 - 1441/C/ Requester: Phone No: " 1_ \ Project: 63" i 4, /) /2ii Type of Ins , csfS /gf Address: 30 / ,-3Ak' p-!j ;,3c.- Date Called: Special Instructions: / ?II) Date Wanted:, /0 /2 /l7 a.m. Requester: Phone No: Retain RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Insp.- or: 61 58.00 REINSPECTION FE - RE4UI�1 D. Prior to inspection, fee must be paid at 6300 Southcenter B d.. Suite 100. Call the schedule reinspection. eceipt No.: Corrections required prior to approval. Date: / d /'2 /0 'Date: PERMIT NO. (206)431 -3670 COMMENTS: Type of Inspection: ' - (94 Q 'r /7 - 'L A7 7 S7 /) !.../ Ill-. . l// , 19 i7 C/ �C, l/ j - t / t. Gl r r4 ht,. /r ,e. , - 5r , -� / � ,hi /I , 5 .7 /w , / ` / `� / / � / 6 _ /S/-- ///A.4-4 / '2, s /,, ,f ' -- f---e ; -,, Phone No: 7f) _ 5�/ — /i. -mid M+ - r r ks' Project: _ � �(�r� rr�}�}�uo n����`r Type of Inspection: ' - Q 'r Address: 3 6 I R.A iL f Q B 4 Date Called: . /i —_ /2n , A Special Instructions: + -' Date Wanted: ' a.m. Requester: Phone No: 7f) _ 5�/ — /i. -mid INSPECTION NO.. CITY -Of JKWILA BUILDINGQJMVISION 6300 Southcenter Blvd., #100, Tukwila, l�l/t 8188 Approved per applicable codes. 12 Corrections required prior to approval. Inspector: r � 0 $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate ; INSPECTION RECORD Retain a copy with permit 1 00 -Y2 PERMIT NO. 206)431- INSPECTION NO. I INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Address: A‘Gr Special Instructions: Type of pection: ate Called: Date Wanted• a.m. Requester: Phone No: 4 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t 1J4 U $58. REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: !Date: Investing in Roofing Solutions for Over 40 Years June 4, 2008 Ms. Stefani Christian Rainbow Federal, Inc. P.O. Box 1116 Carnation, WA 98014 RE: Smart Car TI -Job #0757 Tukwila, WA Dear Ms. Christian: As confirmation, listed below are the R- values for the various Carlisle insulation thicknesses and type for the above project. The values are as follows: • 1.5" Carlisle HP -H= 9 • 1.9" thick Carlisle SecurShield =11.50 • Carlisle's EPS Crickets average R -value is 14.54. If any questions arise, please feel free to contact me at 800 - 453 -2554. Sincerely, 0 ,4€44,-eidit eadc Duane G. Schrade Sr. Design Analyst Technical Services & Project Review cc: Charlie Soffel Coastal Specified Products Field Service Rep Job File 800 -4- SYNTEC • P.O. Box 7000 • Carlisle, PA 17013 • Fax: 717 - 245 -7143 • www.carlisle- syntec.com /Do7 -az7 RECER'ED DEPARTMENT 06 -04 -08 09:02am Ftom-INSULFOAM LLC KENT 4252518405 T - 843 P.02/02 F — T51 ILm AG E compan insulfoam LLC Rainbow Federal 31208 NE 40 St Carnation, Wa. 98104 RE: Smart Car South Center Acura The total area of the crickets is approximately 15299 square feet, the average R- Value is 14.54 for that area. The total roof area is approximately 83167 square feet, and the average R-Value of the crickets in comparison to the entire roof is 2.67. if you have any questions please feel free to call me_ sales 19047 Born Ave. Sown • Kent, WA 98032 -7136 • 206 -242 -9424 • Fax. 425- 257 -8405 - www.rnsuUoam.com Rainbow Federal, Inc. hereby warrants that we have complied with the selected materials, Manufacturer's written specifications and recommended installation practices for the job described herein. That this installation meets standard requirements, and that for a period of one (1) year from the date hereof, Rainbow Federal, Inc. shall, at our own expense, provide labor and materials to stop all leaks and/or correct any non - conforming conditions resulting from faulty workmanship and to meet installation specifications. This warranty specifically excludes any physical damage caused by other trades, natural or man -made disasters or failure of the building's structural components. Following the passage of said one (1) year period, unless under notice from the materials manufacturer of some defect, Rainbow Federal, Inc shall have no further obligation to make repairs at its own expense under this warranty. Obligations under this warranty shall become null and void should the Owner or General Contractor withhold payment for work completed relating to this project. Rainbow Federal, Inc. shall consider any submitted pay application or approved change order not paid within 60 days of submission as a non - payment status. This is the sole and exclusive remedy for workmanship. Rainbow Federal, Inc. ( ignature) (Date) CONTRACTOR WARRANTY Project Name: Smart Car TI -Job No. 0757- 410 Baker Blvd. Tukwila, WA 98188 Spec Section: Single Ply Membrane Date Effective: 1/31/2008 A7 .327 Commercial Roofing • Since 1975 (425) 333 -4876 • Fax (425) 333 -0563 P.O. Box 1116 • Carnation, WA 98014 • Cont. #RAINBFI172QG RECEIVED 2003 DEP Investing in Roofing Solutions for Over 40 Years Thank you for selecting Carlisle SynTec as the provider of your new roofing system. We are confident you've purchased a roof that will protect your building and its assets for years to come. Enclosed is the owner's manual for your new roof. The manual includes your roofing system warranty, along with care and maintenance information that will ensure long -term system performance. Carlisle SynTec is unsurpassed in its commitment to providing quality commercial roofing systems, products and services. These services include: • Carlisle authorized applicators - This network of professionally trained roofing contractors ensures quality installation of our products and systems. In addition, they are a valuable resource if rooftop conditions change and modifications or revisions to your roofing system are required. • No- dollar -limit warranty - The warranty issued for your roofing project includes both labor and material coverage as outlined in the enclosed warranty document. • Service departments - There are several departments within Carlisle SynTec available to answer questions and provide information regarding: o Roof maintenance programs o Revisions, alterations and/or modifications to your roof o Roof restoration o Warranty service To properly safeguard your roof — and your warranty — please consult the enclosed care and maintenance information prior to making any changes to your roofing system. For questions regarding your warranty, or to report a roof leak, please call us at 1- 800 -233- 0551. If you wish to see the latest innovations in commercial roofing, please visit www.carlisle- svntec.com. Once again, thank you for choosing Carlisle SynTec. Sincerely, ( S11 Patrick D. McGrady Vice President - Technical & Warranty Services 800 -4- SYNTEC • P.O. Box 7000 • Carlisle, PA 17013 • Fax: 717 - 245 -7053 • www.carlisle- syntec.com 0 2007 Carlisle SynTec Incorporated. e Carlisle SynTec CARLISLE GOLDEN SEAL TOTAL ROOFING SYSTEM WARRANTY SERIAL NO. 10025992 BUILDING OWNER: O.B. FIFE PROPERTY II, LLC NAME OF BUILDING: SMART CAR TI - JOB NO. 0757 BUILDING ADDRESS: 410 BAKER BOULEVARD, TUKWILA, WA DATE OF COMPLETION OF THE CARLISLE TOTAL ROOFING SYSTEM: 01/31/2008 DATE OF ACCEPTANCE BY CARLISLE: 01/31/2008 (EB Warranty) BY: Patrick D. McGrady \ DWAPet e t f a y W L AUTHORIZED SIGNATURE • TITLE: V.P., Technical & Warranty Services This Warranty Expires: January 30, 2028 Investing in Roofing Solutions for Over 45 Years 800-4- SYNTEC • P.O. Box 7000 • Carlisle, PA 17013 • Fax: 717- 245 -7053 • www.carlisle- synteacom 02007 Carlisle. WA -F0001 (12/07) 141 DATE OF ISSUE: January 31, 2008 Carlisle Roofing Systems, Inc., warrants to the Building Owner (Owner) of the above described building, that; subject to the terms, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Golden Sear'Total Roofing System (Carlisle Total Roofing System) installed by a Carlisle Authorized Roofing applicator for a period of 20 years commencing with the date of Carlisle's acceptance of the Carlisle Total Roofing System installation. However, In no event shall Carlisle's obligations extend beyond 20.5 years subsequent to the date of substantial completion of the Carlisle Total Roofing System. See below for exact date of warranty expiration. The Carlisle Total Roofing System is defined as the following Carlisle brand materials: Membrane, Fleshings, Counterfiashings, Adhesives and Sealants, Insulation, Recovery Board, Fasteners, Fastener Plates, Fastening Bars, Metal Edging, Metal Termination Bars, and any other Carlisle brand products utilized in this installation TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle with written notice within thirty (30) days of the discovery of any leak in the Carlisle Total Roofing System. Owner should send written notice of a leak to Carlisle's Warranty Services Department at the address set forth at the bottom of this warranty. By so notifying Carlisle, the Owner authorizes Carlisle or its designee to investigate the cause of the leak. Should the investigation reveal the cause of the leak to be outside the scope of this Warranty, investigation and repair costs for this service shall be paid by the Owner. 2. If, upon inspection, Carlisle determines that the leak is caused by a defect in the Carlisle Total Roofing System's materials, or workmanship of the Carlisle Authorized Roofing Applicator in installing the same, Owner's remedies and Carlisle's liability shall be limited to Carlisle's repair of the leak . 3. This warranty shall not be applicable If, upon Carlisle's inspection, Carlisle determines that any of the following has occurred : (a) The Carlisle Total Roofing System is damaged by natural disasters, including but not limited to, lightning, fire, insect infestations, earthquake, tornado, hail, hurricanes, and winds of peak gust speeds of-55 mphorhigher measured atl0Ymeters,above ror--- r (b) The Carlisle Total Roofing System is damage by an i accidents misuse ab us e vandalism civil drs fence, or the like. (c) Deterioration or failure of building comjro„[lents, incT'udmg�b t„ ro i rrri iteota U ubstrate mwalls mort I- IVACgunits n sleb rrand metal work, etc., occurs and .da causes a leak, or otherwrsemages the Carlisle Total. Roofing System or � , (d) Acids, oils, harmful cher cais dike comejn. contact With the CarIisle fotal Roofing S System. w�. kz � s.i .� r .' 4. This Warranty shall be null andord if any o�t hefdll shalnccur �� ofi (a) If, after installation of the Carlisle Tota Rng System by a -CarlislezAurizedR tho ong..Applicator there are any alterations or pe arrs.made on or through the roof or objects such as but K4101)1(6'416, structures fixtures*orutiliti are placed upon or attached ttteroof without first Obtaining , written authorization from Carlisle; or se (b) Failure by the Owner lou re re�"tn asonable- ca maint�ainirng�the roof isaid maintenance to inclu ut -no de bt be limited$to listed on Carlisle's Care 8 sheet whic accompanies tfirs arran�y � 5. Only Carlisle brand insulation pro are covered b t his" warrrranty Carlisle specifically disclaims lie r der any theo of law,, to r Y amages sustained by or caused by non - Carlisle brand insulation products.. 6. During the term of this Warranty, Carlisle Shall have free access to the roof during regular business hours. 7. Carlisle shall have no obligation under this Warranty while any bills for installation, supplies, service, and warranty charges have not been paid in full to the Carlisle Authorized Roofing Applicator, Carlisle, or material suppliers . 8. Carlisle's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision . 9. Carlisle shall not be responsible for the cleanliness or discoloration of the Carlisle Total Roofing System caused by environmental conditions including, but not limited to, dirt, pollutants, or biological agents. 10. Carlisle shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating, directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land, or water serving the building. 11. This warranty is not assignable by operation of law or otherwise. Application may be made by a new building owner for reissuance of the warranty during the original warranty period. Certain procedures including, but not limited to, an inspection of the Roofing System by a Carlisle representative and fees will apply to any reissuance. Carlisle reserves the right, in its sole discretion, to refuse to reissue this warrranty. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE. CMD1026214 se, damage the Carlisle Total Roofing THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARUSLE TOTAL ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. CARLISL Carlisle SynTec c a r l i a l e C RLISLE'S PRODUCT INFORMATION & SPECIFICATION GUIDE E COP • .; ru! ec b c: 1) ,J, CODE COO pU G1 `oiN D SZ O gI . E!EL AUG 2 8 2007 PERMIT CENTER y n t e c• c o m Sf PVC CARLISLE'S SURE-FLEX Carlisle's Sure -Flex Membrane is comprised of three layers - a PVC polymer bottom ply, a strong, polyester - reinforced fabric center (scrim) and a tough thermoplastic PVC compounded top ply. Carlisle's formulation is specifically designed for long -term performance and is produced with the strictest quality control measures providing end users and owners the most consistent and reliable PVC product on the market today. Sure -Flex is classified as Type III as defined by ASTM D4434. Membrane Sizes and Benefits Available in standard, seamless 81 "- width, with 40.5" perimeter sheets, Sure -Flex is offered in 50 -, 60 -mil and 80 -mil thickness and manufactured in standard white. Special colors are available upon request. Carlisle's Sure -Flex membranes, with their high solar reflectivitiy ratings and "cool roof' attributes, may help reduce the amount of energy required to cool the interior temperature of buildings. This reduction in generated energy can minimize the amount of heat gain and associated emissions. A further reduction in the Urban Heat Island Effect could result in a cleaner, cooler environment. Features and Benefits • Available in highly reflective white • Incorporates a strong polyester reinforcement giving the membrane excellent tear, breaking and puncture resistance • Excellent chemical resistance to adds, bases, restaurant oils and greases • Wide window of weldability makes the membranes easy to install • Hot air welded seams enhance ease of installation • High solar reflective "cool" membrane Installation Sure -Flex heat - welded membrane systems are easy to install since minimal labor and few components are required. Sure -Flex membrane can be welded at speeds in excess of 10 feet per minute with a wide window of weldability. The Mechanically - Fastened Roofing System starts with approved insulation fastened to the substrate. Sure -Flex membrane is then mechanically fastened through the insulation using HP -X fasteners and Piranha Plates (see Carlisle's Fastener Briefolio °Sheet).`Adloinmg membrane sheets are overlapped and joined together by hot air welding. Sure -Flex Fully- Adhered Systems begin with approved insulation that is mechanically attached or fully adhered to the roof deck. The membrane and substrate are then coated with Carlisle's Sure -Flex Bonding Adhesive or Aqua Base" 120. Sure -Flex membrane is rolled into place, and seams are hot air welded to form a monolithic assembly. ROOFING SYSTEM Sure -Flex System Accessories Sure -Flex Bonding Adhesive is a high - strength, solvent- based, contact adhesive for bonding Sure -Flex membrane to various porous and nonporous substrates. Aqua Base 120 is a water -based contact adhesive with low VOC. Carlisle Cut -Edge Sealant is a free - flowing polymeric material designed for sealing cut edges of Sure -Flex reinforced membrane. Sure -Flex Coated Metal is a galvanized steel sheet coated with a layer of non - reinforced Sure -Flex Flashing. The sheet is cut into appropriate widths and used to fabricate metal drip edges or other roof perimeter edge profiles. Sure -Flex membrane can be welded directly to the metal. Sure -Flex Molded Sealant Pockets are a two - piece, interlocking, injection molded pockets with a rigid vertical wall and pre - formed deck flanges. Pockets are ideal for sealing irregular and hard -to -flash penetrations through the membrane. Sure -Flex Walkway Rolls are designed to protect your Sure -Flex membrane especially in areas exposed to traffic adjacent to roof hatches and access doors and in areas requiring regular maintenance of rooftop equipment. Walkway rolls may be heat welded or fully adhered directly to Sure -Flex membrane to eliminate movement due to high wind conditions. PVC Weathered Membrane Cleaner is used to prepare Sure -Flex membrane that has been exposed to the weather for an extended period of time or has become contaminated due to exposure to the elements. Contact your Carlisle Manufacturer's Representative for current specifications and details. 00 R OVER 40 YEARS AND 10 BILLION SQUARE FEETTM 800-V C Carlisle Cyan 000.a Incorporated PA 1 P.O. Box yin I PA 17013 www.carlisle - syntec.com fax: 717-245-7143 International: 717-245-7000 17 -245 714345-7000 Carlisle SynTec Incorporated ma rketesyntec.carlisle.com Membrane ROOFING SYSTEM Sf PVC Sure-Flex Reinforced PVC - Basic 'Properties and Characteristics Physical Property . - Tolerance on nominal thickness, % Thickness over scrim, in. (mm) 50-mil & 60-mil 80-mil Breaking strength, lbffin. (kN/m) Elongation at break of fabric, % Tearing strength, lbf (N) 8 by 8 in. specimen Low temperature bend, �F (*DC) Puncture resistance, lbf (N) (see supplemental section for additional puncture data) Resistance to xenon-arc weathering Xenon-Arc, 6300 Om' total radiant exposure, visual condition at 10X (ASTM 04434 light & spray cycle) B.P.T. is black panel temperature Weight Property Specific Gravity Property Dimensional Conformance Thickness, in. (mm) Breaking strength, lbf/in. (kN/m) Tearing Strength, lbf (N) 8' x 8' specimen Packaging CARLISLE'S SURE-FLEXTM Test Method ASTM 0751 ASTM 04434 Optical Method (avg. of 3 areas) ASTM 0751 Grab Method ASTM 0751 ASTM 0751 B Tongue Tear ASTM 02136 Linear Dimensional Change (shrinkage), `Y. ASTM 01204 After 6 hours at 176°F (80°C) Ozone resistance. 100 ophm, 168 hours ASTM 01149 Resistance to water absorption ASTM D570 After 7 days immersion 158°F (70°C) Change in mass, % Field seam strength, lbffm. (kN/m) ASTM 01876 Seam tested in peel after welding Water vapor permeance, Perms ASTM E96 FTM 101C Method 2031 ASTM G155 0.35 W/m 63 �C B.P.T. 5000 hours Viscosity (Brookfield RN), cos Color Odor Elongation @ Break. % ASTM 0-0412 (7 day ambient cure) Hardness. (Shore A) ASTM C-0661 Tack Free Time ASTM C-0679 0) 70°F. Low temperature flex PASS Shrinkage (14 day cure) Service temperature ASTM 2453 Long term weatherability ASTM G53 -98 cycles @ 12 hours/cycle - (condensate exposure - hrs @50°C) - (U.V. exposure -8 hrs 70°C) Packaaina Weight Per Carton Shelf Life (unopened container) Sure-Flex Walkway Rolls Specifications Test Method Min. Max. ASTM D 412 ASTM D 751 Grab Method ASTM D 751 B Tongue Tear 36 inches x 60 feet (91.4 cm x 18.3 m) acorn 95 lb per roll 45 (200) Property of Unaged Sheet ±10 0.016 (0.406) min. 0.025 (0.635) min. 200 (35) min. 300 (53) typical 15 min. 25 typical 45 (200) min. 100 (445) typical - 40 (- 40) max. - 50 (- 46) typical +/- 0.5 max. -0.3 typical No cracks 3.0 max. 2.0 typical 25 (4.4) min. 60 (10.5) typical 0.10 max. 0.05 typical 250 (1110) min. 280 (1245) typical 50-mil 320 (1423) typical 60-mil 380 (1690) typical 80-mil No cracks No crazing Property Alter ASTM 03045 Aging 56 Days @ 176°F 90% min. retention of original breaking strength 90% min. retention of original elongation Thermoplastic One-Part Pourable', Sealant Typical Value 1.4 (11.6 lbs/gallon) -1.44 (12.0 lbs/gallon) Self leveling 20,000 - 50 000 White Mild ester smell (mint) when wet. Odorless when dry 450 25 - 35 Less than 1 hour Minus 20°F. No measurable shrinkage Minus 40°F to 200°F No crazing or cracking 0.090 (2.3) 200 (35) 4-0.5 gallon pouches per bucket 29 lbs. / bucket 12 months .. _ Sure-Flex PVC Inside/Outside Corners Typical Properties and Characteristics - Thickness .080' (2.03 mm) Color White PVC Membrane Cleaner Properties and Characteristics' Color Clear Flash Point -4°F (-20°C) Solubility in Water Complete Boilina Point 133°F (56.1°C) Packaging 5-al. (18.9L) closed top pail 0 2004 Carisle SynTec Incorporated Punted In USA. 0 ROOFING AMERICA: OVER 40 YEARS AND 10 BILLION SQUARE FEETT. 800-4- Ba Seal and Sure-Seal, am trademarlcs of 602166- "SF Briefolio" 121004 SYNTEC Cadisle, Sum-Flex, Aqua se, Golden REPRINT REQUEST CODE www.carlisle-syntec.com Carlisle SynTec Incorporated. Sure-Flex Sealant Pockets Properties and Characteristics - Sae 7-112'x oval (19 x 15 cm) Packaging 5 pockets/carton Weight (each) 0.55 lbs (0.25 kg) Material Non-Reinforced PVC Color White Sure-Flex Coated Metal Properties and Characteristics Sheet Size 45(10 (1.2 mx 3.0 m) Weight 1.1 Iblt (5.4 kg/m Color White Flashing Thickness 0.035' (0.9 mm) nominal Steel Thickness 0.024' (0.6 mm) nominal (24 gauge) Steel Type Hot Dipped Galvanized Steel - G90 Packaging 30 sheets per pallet PVC S( rare Tubing Wra Typical Properties and Characteristics 3' (76 mm) x 3' (76 mm) 4' (102 mm) x4" (102 mm) 6" (152 mm) x 6' (152 mm) Packaging 8 per box Weight (each) 0.55 lbs. (0.25 ka) Material Reinforced 60-mil PVC membrane Color White Sizes Packaging 8 per box Weight (carton): 5.0 lbs (2.3 kg) Material Reinforced 60-mil PVC membrane Color White PVC Pi le Seal Typical Properties and Characteristics - 1 Size 1' to 6' 0.D. Pipe (25.4 to 152.4 mm) Packaging 8 per box Weight (each) 0.55 lbs. (0.25 kg) Material PVC compound Color White Sure-Flex Cut-Edge Sealant Properties and Characteristics - Base PVC Color Translucent Solids 18% Viscosity 740 cps Rash Point 1°F (-17°C) Net Weight Gallon 7.95 lbs. (3.6 ka) Resistance To Ozone UV Water VOC Pacidaina Shelf Life Excellent Excellent Excellent 750 GPL 8-16 oz bottles/carton (3.8 L) 1 Year PVC T-Toint Cover Properties and Characteristics I Size 4.5 (114 mm) Thickness 0.040' Packaging 100 per box Weight (per box) 3.5 lbs. (1.6 kg) Material Non-reinforced PVC Flashing Color White Carlisle SynTec Incorporated . CARLISLE'S SURE-FLEXTM FOR TEAR OFF OPTIONS REFER TO NEW CONSTRUCTION ABOVE. For current Code Approvals and Warranties, visit Carlisle's website, or contact a Design Analyst. `- ROOFING AMERICA: OVER 40 YEARS AND 10 BILLION SQUARE FEET 800 SYNTEC Carlrsls i "I Z?e7 Tatsd �r�+' i � � � P.O. 8ox�000•Cadisle, PA 17013 International: 717- 245 -7000 www.carlisle- syntec.com Fax:. 717 -245 -7143 market@syntec.carlisle.com Mec lanic, ly-Fastene Typical Application Sure- Flex"" Reinforced Membrane 0 Carlisle Fasteners and Plates 0 Acceptable Insulation Approved Roof Deck System features and benefits include: • Heat - weldable membranes • U1/FM codes and approvals • High solar reflective "cool" membrane • Enhanced physical property characteristics for long -term weatherability • Excellent chemical resistance to adds, bases, restaurant oils and greases Sure -Flex Membrane for Mechanically- Fastened Systems is available in the following. Colors: White (custom colors available upon request) Thickness (mils): 50, 60, and 80 Standard Widths: Membrane is 81 ", perimeter sheets, 40.5" Standard Lengths: 50 -mil -100', 60- mil-80', 80- mil -65' EXISTING OR NEW DECK TYPE DECK OVERLAYMENT REQUIRED RECOMMENDED .INSULATIONS INSULATION ATTACHED BY N E: W =CO N ST R U GT I O ltl STEEL PLYWOOD OR OSB INSULATION NO LT. WT. STRUCTURAL WOOD CONCRETE CONCRETE PLANKS INSULATION CARLISLE POLYISO :CARLISLE HP RECOVERY BOARD, DENS DECK', OR APPROVED INSULATION.OVER CARLISLE POLYSTYRENE CARLISLE FASTENERS AND PLATES NPX FASTENERS/ -. PIRANHA PLATES,, HPXTRA FAST / `. PIRANHA XTRA PLATE NPX' fASTENERSS/ PIRANHA; PLATES; HPXTRA FAST/ PIRANHA XTRA PLATE INSULATION CID-1 - PIRANHA PLATES; RD 14 -10 FASTEIEF6/ PIRANHA PLATES INSULATION GYPSUM & FIBEROUS CEMENT INSULATION REROOFING SMOOTH GRAVEL EXISTING SURFACE SURFACED SINGLE -PLY . BUR BUR NO INSULATION INSULATION E— REFER TO NEW CONSTRUCTION . — REFER TO NEW CONSTRUCTION E— REFER TO NEW CONSTRUCTION Carlisle SynTec Incorporated Sf PUC job name: city state: address: city: state: ap: phone: CARLISLE'S SURE-FLEX. The Sure -Flex Mechanically - Fastened Roofing System membrane offers 50 -, 60 -, and 80 -mil thicknesses and 81" widths. Project Information This Sure -Flex Roofing System is being installed for the project named below: The Carlisle Authorized Roofing Applicator is: company name: Installation Carlisle's Sure -Flex Mechanically - Fastened Roofing System utilizes white membranes in standard 50 -mil, 60 -mil or 80 -mil thicknesses. Insulation is mechanically fastened to an acceptable roof deck. Sure - Flex membrane sheets are mechanically fastened through the insulation to the deck with Carlisle HPX or HPXtra Fasteners and appropriate Piranha Plates. Adjoining sheets are overlapped and joined together with a minimum 11/2" wide hot air weld. The above information represents a typical Carlisle Sure -Flex Mechanically - Fastened Roofing System. Refer to Carlisle's published specifications and details for more complete information. Sure - Flex Membrane Strengths • Sure -Flex membranes come in 81" wide sheets in 50-, 60 -, and 80-mil thicknesses • Available in standard highly reflective white (custom colors available upon request) • Incorporates a strong polyester reinforcement giving the membrane excellent tear, breaking and puncture resistance Mechanically-Fastened • Excellent chemical resistance to acids, bases, restaurant oils and greases • Wide window of weldability affords easy membrane seaming • Hot air welded seams enhance ease of installation • High solar reflectivity "cool" roof attributes System Codes • UL Class A, B and unlimited slope ratings are available over standard roof deck types • FM Uplift values up to 165 psf can be achieved For code specifics, refer to Carlisle's'Sure -Flex Code Approval Guide. Quality Assurance Carlisle Authorized Applicators have received training to install Carlisle's Sure -Flex Roofing Systems. Inspection Upon installation completion, and prior to the issuance of a membrane system warranty, an inspection will be conducted by a Carlisle Field Service Representative. Warranty Consult your Authorized Applicator or Carlisle Manufacturer's Representative/Distributor for associated warranty charges. This system, properly installed and inspected on a commercial project may receive: • A 5- or 10 -year Membrane System Warranty; peak gust wind speed coverage up to 55 mph • A 10 -year Total System or 15 -year Golden Seal®, Warranty may be requested for 50 -, 60- and 80 -mil membrane when all materials used for the roofing installation are manufactured or marketed by Carlisle • A 20 -year Golden Seal Warranty is available when using Sure -Flex 80 -mil PVC membrane For more specifics or for International warranty programs, contact Carlisle. ROOFING AMERICA T : OVER 40 YEARS AND 10 BILLION SQUARE FEE Ito 800 a S �l� Gold Se a o Carlls dc 62067 S REQUEST &Amittal sheer - 120704 trademarks of Georgia Pacific. Printed In U.SA Carlisle SynTec Incorporated • Sf PVC CARLISLE'S Sum- FaExTM Code Approval Guide Table of Contents January 2005 Sure -Flex (PVC) Mechanically- Fastened Roofing Systems: UL Approvals 1 FM Approvals - Field Sheet Securement Criteria 3 FM Approvals - Class 1 Roof Deck Construction/Insulation Approvals 4 Sure -Flex (PVC) Adhered Roofing Systems: UL Approvals 5 FM Approvals 7 FM Membrane and Insulation Enhancement Requirements 13 for Mechanically - Fastened and Adhered Roofing Systems Test Criteria: UL External Fire Resistance (Class A, B or C) 26 UL Internal Fire Resistance (Hourly Ratings — P Numbers) 27 FM 4450/4470 Standards 29 Code Body Summary 31 Carlisle SynTec Incorporated 602127 UL Class "A" Deck Type Insulation (1) Thickness Maximum Slope Non- Combustible and Combustible (For combustible decks, gypsum board must be installed beneath the insulations listed) (2)(3)(4) Carlisle Polyisocyanurate HP -H, HP -N, HP -W Atlas A.C. Foam I or II Dow Hy -Therm AP Hunter Panels H- Shield Manville E "NRG "Y 2 or 3 Manville UltraGard R -Max Multi -Max Any 1/2 Carlisle HP Recovery Board Carlisle HP Recovery Board /Polyisocyanurate Carlisle HP Recovery Board /Polystyrene (5) 1/2" - 3" 1/2" Min. /Any 1/2" Min. /Any 1" Carlisle FR Base Sheet or Secur -Ply Slip Sheet over Western InsulFoam EPS, Insultaper or R -Tech (5) (7) Base Sheet/Any 1/2" Carlisle FR Base Sheet or Atlas FR -10, I I or 50 Slip Sheet over Thermapink 18 or 25 (5) (7) Base Sheet /Any 1" Combustible (6) Gypsum Board Gypsum Board /Polyisocyanurate Gypsum Board /Polystyrene 1/2" (2)(4) I/2" /Any (2)(4) I/2" /Any (2)(4) Unlimited Carlisle HP -WLC or Atlas A.C. Foam Ill over Carlisle FR Base Sheet or Atlas FR -10 or FR -50 Slip Sheet Min. 1 -1/2" over Base Sheet I/2" Polyisocyanurate listed above over 2 layers of Carlisle FR Base Sheet Any /2 layers I/2" Two layers Carlisle FR Base Sheet or Atlas FR- 50 Slip Sheet Two layers Carlisle FR Base Sheet or Atlas FR- 50 Slip Sheet over minimum Class C Smooth BUR, mineral cap sheet or Modified Bitumen Two layers of Base Sheet 1/2" Sure- F1exTM (PVC) Mechanically-Fastened Roofing System Underwriters Laboratories Approvals Membrane Type: .050 ", .060" or .080" Sure -Flex PVC Reinforced Membrane (White, Gray or Tan) Notes: (I) When multiple insulation layers are listed (i.e., HP Recovery Board /Polyisocyanurate), the insulation listed first (HP Recovery Board) is directly under the membrane. (2) Minimum 1/2" thick gypsum board can be a classified or unclassified material with a minimum weight of 1.84 pounds per square foot. 1/4" thick Carlisle /Georgia Pacific Dens -Deck or Georgia Pacific Sound Deadening Board with a minimum weight of 1.09 pounds per square foot may be substituted for 1/2" thick gypsum board. (3) On Retrofit/No Tearoff projects, where the existing roof is Class A rated, gypsum board may be eliminated. Existing Class B or C rated roofs will require use of gypsum board to achieve a Class A rating, otherwise, the new roofing system will retain existing UL rating. (4) Insulation joints (bottom layer) are to be staggered a minimum of G_from j-ointsJnwand_cleck, (5) Assembly not permitted on combustible decks, even with gypsum board underneath. Gypsum board must be installed over polystyrene as identified in combustible deck listing. (6) Combustible deck ratings can be used on non - combustible decks. (7) Assembly acceptable for white Sure -Flex membrane only. 602127 - PVC Codes 1 1 /2005 UL Class "B" Deck Type Insulation (1) Thickness Maximum Slope Combustible (2)(3) Carlisle Polyiso HP -WLC or Atlas AC Foam III 2" Min. 1/2" Polyisocyanurate (on Page I) over Carlisle FR Base Sheet or G2 Base Sheet (4) 1 -1/2" Min./ Base Sheet I/2 HP Recovery Board /Polyisocyanurate over Carlisle FR Base Sheet or G2 Base Sheet (4) 1/2 " /I" Min./ Base Sheet I „ HP Recovery Board/ Carlisle FR Base Sheet or G2 Base Sheet (4) 1 "Min. /Base Sheet I" One Layer Carlisle FR Base Sheet or Atlas FR -50 Slip Sheet One Layer Carlisle FR Base Sheet or Atlas FR -50 Slip Sheet over minimum Class B Smooth BUR, mineral cap sheet or Modified Bitumen One Layer of Base Sheet 1/2" Existing UL Rating Retained Non - Combustible or Combustible None — Direct to min. UL Class C rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet Modified Bitumen or approved single -ply to remain N/A 1/2" Carlisle FR Base Sheet, G2 Base Sheet (4), Atlas FR -10 Slip Sheet or Elk Versashield Slip Sheet over existing min. UL Class "C" rated Type Ill or IV Smooth Asphalt BUR, Mineral Cap Sheet, Modified Bitumen or approved single -ply to remain Base Sheet 1/2" Carlisle FR Base Sheet, Atlas FR -10 Slip Sheet or Elk Versashield over Pactiv Amocor PB6 Fan- Folded Extruded Polystyrene over Existing Gravel Surfaced Asphalt BUR (gravel can be removed) or Mineral Cap Sheet Base Sheet / 3/8" NI in. I/2 Sure- FlexTM (PVC) Mechanically- Fastened Roofing System Underwriters. Laboratories Approvals Membrane Width (1)(3) Fastener /Plate (4) Fastener Spacing FM Ratings over Min. 22 Gauge Grade C Steel (5) FM over Min. 22 Gauge Grade E Steel (6) or Structural Concrete 81" HP-X/Piranha 6" 1 -105 I2" 1 -75 1 -90 HP- Xtra/Piranha Xtra 12" 1 -90 - HP-X/Piranha 18" - 1 -60 HP- Xtra/Piranha Xtra 18" 1 -60 - 40.5" HP -X /Piranha 6" 1 -165 - Notes: (I) (2) (3) (4) (5) (6) Sure- FlexTM (PVC) Mechanically- Fastened Roofing System Factory Mutual '(FM) Approvals A. FM Approvals - Field Sheet Securement Criteria (1)(2)(3)(4) Membrane Type: .050 ", .060" or .080" Sure -Flex PVC Reinforced Membrane Revised 2/05 Additional membrane securement is required at perimeters and corners in accordance with FM Loss Prevention Data Sheets 1 -28 and 1 -29. Refer to "FM Membrane and Insulation Enhancement Requirements" at the end of this guide for requirements. For roof deck construction (new, tearoff or retrofit), approved insulations and maximum roof slopes, refer to the following page. Refer to Carlisle Specifications for minimum requirements regarding sheet widths and fastener spacing. On steel decks, Carlisle HP -X Fasteners and Piranha Plates or HP -Xtra Fasteners and Piranha Xtra Plates are required as identified in the above chart. On structural concrete decks, CD -10, HP Concrete Spikes or HD 14 -10 Fasteners are used with Piranha Plates. Specific information concerning structural deck requirements (brand names, span capacity, securement criteria, etc.) must be referenced in the current FM Approval Guide and FM Loss Prevention Data Sheet 1 -28. Testing conducted on FM approved 22 gauge Grade E steel decking meeting ASTM Designation A61 I or A653 Grade 80. The decking is secured to minimum 1/4" thick steel structural supports (spaced a maximum 6' on center) with ITW Buildex Teks 5 fasteners spaced a maximum 6" on center at supports. Deck side laps are secured with ITW Buildex Teks I Fasteners spaced a maximum of 30" on center. Additional deck securement is required at perimeters and co rners. Refer to FM Loss Prevention Data Sheet 1 -29. 602127 - PVCCodes 3 1/2005 D Deck Type (2) Insulation (3) Insulation Thickness Maximum Slope for ASTM E -108 Class "A" Rating New Construction/Tearoff: Steel (Minimum 22 gauge) Structural Concrete Retrofit (No Tearoff) "1• .ictural Concrete Carlisle HP Recovery Board or FM App'd High Density Wood Fiberboard 1/2" Min. I" (with Fiberboard overlay) 5 „ (with Dens -Deck overlay) Carlisle HP Recovery Board (min. 1/2 ") or Dens -Deck (min. 1/4 ") Over: Polyisocyanurate UCI ThermaPink 18 or 25 (4) DOW Styrofoam (4) Pactiv Amocor or Amofoam (7) FM Approved EPS (4)(5) See Below 3/4" - 12" 3/4" — 10.5" 6" Max Refer to FM Approval Guide Carlisle Polyisocyanurate HP -H Carlisle Polyisocyanurate HP -N Carlisle Polyisocyanurate HP -W Atlas A.C. Foam II Dow Hy -Therm AP Hunter Panel H- Shield Manville E "NRG "Y 2 or 3 Manville UltraGard R -Max Multi -Max 1.4" - 12" I "— 12" I "— 12.5" 1 "— 12.5" 1.2" - 12" 1.4" — 12" I" — 12" 1" — 12.5" 1.25" - 4" 1" Retrofit (No Tearoff) (6): Steel (Minimum 22 gauge) Carlisle HP Recovery Board 1/2" - 1" 1" Carlisle Polyisocyanurate HP -N and HP -W Atlas A.C. Foam II Manville E "NRG "Y 2 or 3 Manville UltraGard I" Max. I" B. FM Class 1 Roof Deck Construction and Insulation Approvals (1) Membrane Type: .050 ", .060" or .080" Sure -Flex PVC Reinforced Membrane (White, Gray or Tan) Notes: (1) (2) (3) (4) (5) (6) (7) Sure- FlexTM (PVC) Mechanically- Fastened Roofing System Factory Mutual (FM) Approvals The fastener spacing for membrane securement is dependant on the deck type, desired wind uplift rating and the Carlisle Fastening Plate and Fastener utilized as identified on page 3. Additional perimeter membrane securement is also required in accordance with FM Loss Prevention Data Sheets 1 -28 and 1 -29 (April 1998) as identified on pages 19 -39. Specific information concerning structural deck requirements (brand names, span capacity, securement criteria, etc.) must be referenced in the current FM Approval Guide and FM Loss Prevention Data Sheet 1 -28 (April 1998). Insulation shall be fastened in accordance with Carlisle Specifications. On steel decks, a thermal barrier of FM approved gypsum board (Type X or Type C) is required under these insulations. For specific thermal barrier requirements, refer to the current published FM Approval Guide or contact the respective manufacturer. EPS insulation must be supplied by FM approved AFM, ARCO, BASF or Huntsman bead manufacturer. Existing roof must be FM Class I rated. Minimum 1/2" Dens -Deck must be installed over steel decks beneath the Pactiv insulation. 602127 - PVCCodes 4 1/2005 UNDERWRITERS LABORATORIES EXTERNAL FIRE TEST CRITERIA Most Building Code agencies require flat roofs to have minimum performance requirements when exposed to external fire situations. The most recognized test procedure for evaluating this performance is the Underwriters Laboratories UL 790 procedure (Tests for Fire Resistance of Roof Covering Materials). This test is judged to be equivalent to the ASTM E108 procedure which is referenced in most building codes. Under the UL 790 Test, roof coverings are rated Class "A ", "B ", or "C ". Class "A" is the highest rating and is defined as being "effective against severe fire exposures ". The type of roof deck upon which the membrane and insulation is to be applied determines the number and type of tests required under the UL 790 procedures. Non - Combustible Decks - Steel, Concrete, Gypsum or Fibrous Cement/Tectum (minimum 2 " thick) - Require' only Spread of Flame Tests. Combustible Decks - Wood Planks (minimum 3/4" thick), Plywood (minimum 15/32" thick), Oriented Strand Board - OSB (minimum 7/16" thick) or Fibrous Cement (less than 2" thick) - Require Spread of Flame Tests plus Intermittent Flame and Burning Brand penetration tests. The basic criteria for determining the performance rating under each of these tests are as follows: SPREAD OF FLAME TEST Class A (10 minutes exposure) - 6' -0" maximum flame spread. Class B (10 minutes exposure) - 8' -0" maximum flame spread. Class C (4 minutes exposure) - 13' -0" maximum flame spread. In all cases, there can be no significant lateral flame spread (burning off the sides of the deck) and the deck must not be exposed upon completion of the test. INTERMITTENT FLAME TEST Class A - (15 cycles, 2 minutes on, 2 minutes off) Class B - (8 cycles, 2 minutes on, 2 minutes off) Class C - (3 cycles, 1 minute on, 2 minutes off) BURNING BRAND TEST Class A Brand — 2000 grams (approximately 4.5 pounds) Class B Brand - 500 grams (approximately 1.1 pounds) Class C Brand - 9.25 grams (approximately 0.3 ounces) At no time during or upon completion of the test can there be any sustained flaming on the underside of the deck and the deck must not be exposed. It is important to remember that it is the complete assembly that is being evaluated including the deck type, insulation type and thickness, membrane type and surface treatment, if any. Mixing components which have not been tested together will void the rating. Assemblies classified for use over combustible decks may be used over non - combustible decks to achieve the same rating. 602127 - PVCCodes 26 1/2005 P- SERIES NUMBER TYPE OF INTERIOR PROTECTION 000 — 099 Concealed Grid Systems (drop ceilings) 100 — 199 For Future Use 200 — 299 Exposed Grid Systems (drop ceilings) 300 — 399 For Future Use 400 — 499 Metal Lathe (plaster ceilings) 500 — 599 Gypsum Board Ceiling Systems 600 - 699 Direct Applied Protection - Miscellaneous 700 — 799 Direct Applied Protection - Cementitious 800 — 899 Direct Applied Protection - Sprayed Fiber 900 — 999 Precast Concrete or Steel/Concrete Decks (unprotected deck) TEST CRITERIA Internal steel temperature 1100° F Average Maximum 1300° F at any location External surface temperature 250° F Average Increase Maximum 350° F Maximum at any one location UNDERWRITERS LABORATORIES INTERNAL FIRE RESISTANCE TEST CRITERIA AND RATINGS The P- Series /Hourly Construction ratings identify the length of time a certain building construction, consisting of specified materials, will contain a fire and retain its structural integrity. The ratings are given in hours and are identified in the current published UL Fire Resistance Directory. The test method used is UL 263 (ASTM E119) "Fire Test of Building Construction and Materials ". In this test, the roof - ceiling assembly is exposed to fire from the inside for the stipulated time period. Listed below are the general groups of numbers in the P- Series constructions and what the internal fire protection consist of. The type of interior protection is used to determine what P -Series number is applicable: 602127 - PVCCodes 27 1/2005 P# P# P# P# P215 P709 P738 P906 P216 P710* P739* P907 P224 P711 P741* P908 P225 P712 P742* P909 P227 P713* P801* P910 P230 P715 P802 P911 P231 P717* P803 P912 P232 P718* P804 P913 P233 P719* P805 P914 P242 P720* P810 P915 P246 P721 P814* P916 P251 P722* P815* P917 P252 P723 * P816 P918 P257 P724 P817 P919 P259 P725 P818* P920 P405 P726 P819* P921 P406 P727* P822 P922 P407 P728* P823 P923 P410 P729* P824* P924 P508 P730* P825 P925 P510 P731 P826 P926 P511 P732* P827* P927 P513 P733 P828* P514 P734* P902 P928 P519 P735* P903 P929 P701* P736 P904 P930 P708 P737 P905 P931 Underwriters Laboratories Internal Fire Ratings P # Approvals for Sure -Flex Mechanically- Fastened and Adhered Roofing Systems Constructions approve the use of 1/2" thick HP Recovery Board, approved high density wood fiberboard, Dens- Deck/Dens- Deck Prime or 7/16" thick non - veneer, APA rated oriented strand board (OSB) over whatever insulation is required without affecting the rating. * These constructions allow the use of Carlisle's FAST 100 Adhesive for insulation attachment (or gypsum board). The maximum hourly rating is 2 hours. • For 1 hour ratings, the thickness of sprayed -on fireproofing (underside of steel in the UL Fire Resistance Directory is acceptable. • For 1 -1/2 hour ratings, the thickness of fireproofing referenced in the UL Fire Resistance Directory must be increased by 1/16 ". • For 2 hour ratings, the thickness of fireproofing referenced in the UL Fire Resistance Directory must be increased by 1/4 ". The current published UL Fire Resistance Directory must be referenced for specific criteria (insulation and thermal barrier requirements, ceiling protection, etc.) needed to obtain these fire ratings. 602127 - PVCCodes 28 1/2005 FACTORY MUTUAL APPROVAL TEST CRITERIA Factory Mutual approval for a roof construction requires that the system pass tests related to combustibility, wind resistance, hail resistance, water leakage, resistance to foot traffic and corrosion resistance (FM Approval Standards 4450 and 4470). All of these tests must be successfully completed and will result in a roofing assembly being classified as a 1 -60, 1 -75, 1 -90, 1 -105, 1 -120, 1 -135, 1 -150, 1 -165, 1 -180, etc. (in 15 psf increments) rated assembly. The assembly must also be tested for external fire resistance, in accordance with ASTM E -108 test procedures, and is issued a Class A, B or C rating. Briefly, the test criteria consists of the following: Combustibility A. Above the deck - External The test method utilized is the ASTM E -108 and results in a Class A, B or C external fire rating. The description can be found under the "UL External Fire Test Criteria" in this guide. The minimum combustible deck thickness FM approves is 3/4" thick tongue and groove FR treated plywood (refer to the current published FM Approval Guide for specific deck requirements). B. Below the deck - Fuel Contribution (Calorimeter) The complete roof assembly is exposed to an internal fire source for a period of 30 minutes. The heat input is carefully controlled such that fuel contribution from the roof assembly itself can be accurately measured at 3, 5, 10 and 30 minute intervals. At no time can this additional fuel contribution exceed certain predetermined levels. Wind Resistance A. Fully Adhered Roofing Systems For maximum FM 1 -90 ratings, a test panel approximately 5' X 9' comprising a roof deck, insulation, fasteners (at selected spacings) and roof covering is exposed to air pressure from below. To achieve an FM Class 1 -60 rating, the assembly must withstand the effect of 60 psf of uplift pressure for a period of 1 minute. For an FM Class 1 -75 or 1 - rating, a pressure of 75 or 90 psf respectively must be withstood for 1 minute. B. Mechanically Fastened Roofing Systems Effective July 1, 1993, Factory Mutual revised their test procedures with respect to wind uplift resistance. As a result, all mechanically fastened roofing systems (with field membrane securement exceeding 4 feet) had to be tested on a 12' X 24' uplift table to retain their FM approval. C. "Enhanced Wind Uplift Resistant Roof Classifications" (greater than 1 -90 ratings) Adhered and Mechanically - Fastened Roofing Systems resisting the noted pressures when tested on the 12' X 24' Table. To determine the wind uplift rating (1 -60, 1 -90, etc.) appropriate for a given building, refer to FM Loss Prevention Data Sheets 1 -28 and 1 -29, dated January 2002. Hail Resistance A simulated test to evaluate the performance of the roof covering and substrate against damage by hail. Failure results if cracking, puncturing or tearing of the membrane and/or substrate occurs. Factory Mutual rates systems as either meeting SH (severe hail) or MH (moderate hail) criteria. All of Carlisle's FM approved roofing systems are rated SH and are approved for use anywhere in the United States. Refer to FM Loss Prevention Data Sheet 1 -34, Hail Damage (May 1998) for additional information. 602127 - PVCCodes 29 1/2005 . Factory Mutual Approval Test Criteria continued... Water Leakage A simulated test to evaluate the performance of a field applied seam when subjected to ponded water for a 7 day period. Failure results if any sign of leakage is observed. Resistance to Foot Traffic A simulated test to evaluate the performance of the roof covering when subjected to a 200 pound load a minimum of 5 times over the same area. Failure results if cracking, puncturing or tearing occurs. Corrosion Resistance (Kesternich Test) A simulated test to evaluate the corrosion resistance of metal components when exposed to sulfurous acid (acid rain) over a 15 day (cycle) period. Failure results if more than 15% rust develops. Additional Information In addition to the above referenced test criteria, Factory Mutual also references numerous Loss Prevention Data Sheets which include recommendations for items such as deck securement, perimeter nailer attachment methods, additional insulation fastening for adhered systems and additional insulation and membrane fastening for mechanically fastened systems at roof perimeters and corners. These sheets must be referenced when Factory Mutual is the insuring agent or when a strict FM rating is required. Some of the necessary Loss Prevention Data Sheets include: 1 -7 Wind Forces on Buildings and Other Structures 1 -22 Criteria for Maximum Foreseeable Loss Fire Walls 1 -28 Wind Loads to Roof Systems and Roof Deck Securement 1 -29 Above Roof Deck Components 1- 28R/1 -29R Roof Systems - Reference Document 1 -30 Repair of Wind Damaged Roof Systems 1 -31 Metal Roof System - Applicable for Metal Retrofit Systems 1 -34 Hail Damage 1-49 Perimeter Flashing 1 -52 Field Uplift Tests 1 -54 Roof Loads for New Construction 602127 - PVCCodes 30 1/2005 Territory " " East of Mississippi River and North of Mason Dixon Line United States Code Reference International Building Code Wind Uplift Requirement Calculate per code for maximum 60' or follow ASCE 7 for any height Minimum Slope 1/4" (18" for Coal Tar Pitch) Foam Plastic Insulation Requirement for Roofing Thermal barrier requirement based on UL 1256 or FM 4450 External Fire Requirement Class A, B or C (dependent upon type of construction) Territory East of Mississippi River and North of Mason Dixon Line Code Reference BOCA National Building Code Wind Uplift Requirement Calculate per code or follow ASCE 7 Minimum Slope 1/4" (1/8" for Coal Tar Pitch) Foam Plastic Insulation Requirement for Roofing Thermal Barrier requirement based on UL 1256 or FM 4450 External Fire Requirement Class A, B or C (dependent upon type of construction) Territory West of Mississippi River and South of Mason Dixon Line Code Reference Standard Building Code Wind Uplift Requirement Calculate per code for maximum 60' or follow ASCE 7 for any height Minimum Slope 1/4" (1/8" for Coal Tar Pitch) Foam Plastic Insulation Requirement for Roofing Thermal Barrier requirement based on UL 1256 or FM 4450 External Fire Requirement Class A, B or C Territory West of Mississippi River Code Reference International Building Code Wind Uplift Requirement Follow ASCE 7 Minimum Slope 1/4" Foam Plastic Insulation Requirement for Roofing Thermal barrier requirement on test requirements for insulate roof desks External Fire Requirement Class A, B or C (dependent upon type of construction) 602127 - PVCCodes Code Body Summary BOCA - Building Officials & Code Administrators ICBO — International Conference of Buildin: Officials ICC — International Code Council SBCCI — Southern Building Code Congress International 31 1/2005 THICKNESS FIELD SHEET PERIMETER SHEET WEIGHT lb /ft 50 -mil 81 in. by 100 ft 40.5 in. by 100 ft 0.324 60 -mil 81 in. by 80 ft 40.5 in. by 80 ft 0.395 80 -mil 81 in. by 65 ft 40.5 in. by 65 ft 0.547 , TECHNICAL DATA BULLETIN CARLISLE SYNTEC INCORPORATED CARLISLE SURE- FLEXTM REINFORCED PVC MEMBRANE GENERAL: Sure -Flex Reinforced PVC membrane is a heat - weldable single -ply thermoplastic Poly(Vinyl Chloride) sheet designed for new roof construction and reroofing applications. Sure -Flex PVC membrane is based on poly(vinyl chloride) resin in amounts greater than 90% of the total polymer content suitably compounded with plasticizers, stabilizers, pigments and other ingredients to exceed the physical property requirements and accelerated durability tests of ASTM D4434' Standard Specification for Poly(Vinyl Chloride) Sheet Roofing. The membrane is specifically formulated for long -term weather resistance with low volatility plasticizer and superior outdoor grade titanium dioxide pigment. Physical properties of the membrane are enhanced by a strong, polyester fabric that is encapsulated between the PVC based top and bottom plies. The combination of the fabric and PVC plies provide Sure -Flex PVC reinforced membranes with high breaking strength, tearing strength and puncture resistance. The relatively smooth surface of Sure -Flex PVC membrane produces a total surface fusion weld that creates a consistent, watertight monolithic roof assembly. Sure -Flex Reinforced PVC membrane is available in highly reflective white 50 -mil, 60 -mil and 80 -mil nominal thicknesses. Special colors (including tan and gray) are also available and Carlisle can duplicate most paint colors with a 6 -8 week lead time. Available sheet sizes and square foot weights are as follows: FEATURES: • Wide window of weldability • Excellent puncture resistance • Low volatility plasticizer • Excellent low temperature impact resistance • Excellent chemical resistance to acids, bases, restaurant- oils - - and- greases • Exceptional resistance to solar UV, ozone, and oxidation • Low water vapor permeance and water absorption • Hot melt laminated for complete scrim encapsulation • Warp knitted fabric (not woven) for smooth surface and greater thickness- over -scrim • Polyester reinforcing fabric which is resistant to degradation by bacteria, mildew and fungi • Consistent color with Special Colors available TYPICAL PROPERTIES AND CHARACTERISTICS: See table that is attached for basic properties and'.supplemental section on page 4. Typical weights are 0.324 lb /ft (1.58 kg /m ) for 50 -mil, 0.395 lb /ft (1.93 kg/m for 60 -mil and 0.547 lb /ft (2.67 kg/m for 80 -mil membrane. CAUTIONS AND WARNINGS: Sunglasses which filter out ultraviolet light are strongly recommended since the white surface is highly reflective to sunlight. White surfaces reflect heat and light. Roofing technicians should dress appropriately and wear sunscreen to protect skin from the sun. Smooth surfaces may promote slippery conditions due to frost and ice build -up. Exercise caution during cold conditions to prevent falls. Care must be exercised when working close to a roof edge when surrounding area is snow covered as the roof edge may not be clearly visible. Use proper stacking procedures to ensure sufficient stability of the materials. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. Store Sure -Flex membrane in the original undisturbed plastic wrap in a cool, shaded area and cover with light- colored, breathable, waterproof tarpaulins. Sure -Flex membrane that has been exposed to the weather or contaminated with dirt must be prepared with PVC Membrane Cleaner prior to hot air welding. INSTALLATION: Sure -Flex Roofing Systems are fast to install since minimal labor and few components are required. The systems may be installed utilizing labor - saving devices that make sheet welding fast, clean, consistent, and easy to learn, while reducing strain on the roofing technician. The Carlisle Mechanically- Fastened Roof System installation starts with the insulation being fastened with a minimum of 5 fasteners per 4 by 8 ft. board. The Sure -Flex reinforced membrane is mechanically fastened to the deck using HP -XTM Fasteners and Piranha PlatesTM or HP -XTRA Fasteners and Piranha XTRA Plates. Adjoining sheets of Sure -Flex membrane are overlapped over the fasteners and plates and joined together with a minimum 1 -1/2 inch (4 cm) wide hot air weld. The Carlisle Fully- Adhered Roofing System application begins with the insulation being fastened at the required density (max. 1 every 2 sq ft) necessary to resist the appropriate wind load. The substrate and membrane are coated with Sure -Flex Bonding Adhesive - and- the - membrane- is - rolled -into place. Adjoining sheets of Sure -Flex membrane are overlapped over the fasteners and plates and joined together with a minimum 1 -1/2 inch (4 cm) wide hot air weld. Contact your Carlisle Manufacturer's Representative for the specific design requirements and installation procedures for these two systems. Carlisle, Sure -Flex, FleeceBACK, Piranha Plates and HP -X are Carlisle trademarks © 2004 Carlisle SynTec Incorporated Printed in USA 12/04F BASIC PROPERTIES AND CHARACTERISTICS Physical Property Test Method Property Of Unaged Sheet Property After ASTM D3045 aging 56 days (a, 176 °F Tolerance on nominal thickness, % ASTM D751 ± 10 Thickness over scrim, in. (mm) 50 -mil & 60 -mil 80 -mil ASTM D4434 Optical Method (avg. of 3 areas) 0.016 (0.406) min. 0.025 (0.635) min Breaking strength, lbf/in. (kN /m) ASTM D751 Grab Method 200 (35) min. 300 (53) typical 90% min. retention of original breaking strength Elongation at break of fabric, % ASTM D751 15 min. 25 typical 90% min. retention of original elongation Tearing strength, lbf (N) 8 by 8 in. specimen ASTM D751 B Tongue Tear 45 (200) min. 100 (445) typical Low temperature bend, °F ( °C) ASTM D2136 - 40 (- 40) max. - 50 (- 46) typical Linear Dimensional Change (shrinkage), % After 6 hours at 176 ° F (80 ° C) ASTM D1204 +/- 0.5 max. - 0.3 typical Ozone resistance, 100 pphm, 168 hours ASTM D1149 No cracks Resistance to water absorption After 7 days immersion 158 °F (70 °C) Change in mass, % ASTM D570 3.0 max. 2.0 typical Field seam strength, lbf/in. (kN /m) Seam tested in peel after welding ASTM D1876 25 (4.4) min 60 (10.5) typical Water vapor permeance, Perms ASTM E96 0.10 max. 0.05 typical Puncture resistance, lbf (N) (see supplemental section for additional puncture data) FTM 1.01C Method 2031 250 (1110) min. 280 (1245) typical 50-mil 320 (1423) typical 60 -mil 380 (1690) typical 80-mil Resistance to xenon -arc weathering Xenon -Arc, 6300 kJ/m total radiant exposure, visual condition at 10X (ASTM D4434 light & spray cycle) ASTM G155 0.35 W/m 63 °C B.P.T. 5000 hours No cracks No crazing B.P.T. is black panel temperature 12/04 • SURE- FLEXTM REINFORCED PVC SHEET • SUPPLEMENTAL APPROVALS, STATEMENTS AND CHARACTERISTICS: 1. Sure -Flex PVC meets or exceeds the requirements of ASTM D4434 Standard Specification for Poly(Vinyl Chloride) Sheet Roofing. Sure -Flex is classified as type III as defined by ASTM D4434. 2. Sure -Flex reinforced PVC was tested for dynamic puncture resistance per ASTM D5635 -04 using the most recently modified impact head. 50 -mil thick: membrane was watertight after an impact energy of 22.5 J (16.6 ft -lbf) which passes the ASTM D4434 requirement. 3. Sure -Flex reinforced PVC was tested for static puncture resistance per ASTM D5602 -98 and exceeded 33 lbf (145 N) which passes the ASTM D4434 requirement. 4. Radiative Properties for ENERGY STAR®, Cool Roof Rating Council (CRRC) and LEEDTM An ENERGY STAR qualified low slope roof product must have an initial solar reflectance of at least 0.65 and a 3 year aged solar reflectance of at least 0.50. Cleaning of the aged roof surface is permitted by the ENERGY STAR test protocol. The Cool Roof Rating Council (CRRC) does not specify minimums for reflectance or emittance but they do require specific protocols for testing and reporting. Cleaning of the aged roof surface is not permitted for determination of radiative properties after 3 years. A LEED "point" may be earned if a roof material is ENERGY STAR qualified and has a thermal emittance of at least 0.90 as determined by ASTM E408. 'Copyright © ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 -2959, USA TEST METHOD WHITE PVC TAN PVC GRAY PVC ENERGY STAR initial solar reflectance Solar Spectrum Reflectometer pending pending pending ENERGY STAR solar reflectance after 3 years Solar Spectrum Reflectometer (after cleaning) pending pending pending CRRC initial solar reflectance ASTM C1549 0.87 pending pending CRRC solar reflectance after 3 years ASTM C1549 (uncleaned) pending pending pending CRRC initial thermal emittance ASTM C1371 0.95 pending pending CRRC thermal emittance after 3 years ASTM C1371 (uncleaned) pending pending pending LEED thermal emittance ASTM E408 0.94 0.94 0.94 • SUPPLEMENTAL APPROVALS, STATEMENTS AND CHARACTERISTICS: 1. Sure -Flex PVC meets or exceeds the requirements of ASTM D4434 Standard Specification for Poly(Vinyl Chloride) Sheet Roofing. Sure -Flex is classified as type III as defined by ASTM D4434. 2. Sure -Flex reinforced PVC was tested for dynamic puncture resistance per ASTM D5635 -04 using the most recently modified impact head. 50 -mil thick: membrane was watertight after an impact energy of 22.5 J (16.6 ft -lbf) which passes the ASTM D4434 requirement. 3. Sure -Flex reinforced PVC was tested for static puncture resistance per ASTM D5602 -98 and exceeded 33 lbf (145 N) which passes the ASTM D4434 requirement. 4. Radiative Properties for ENERGY STAR®, Cool Roof Rating Council (CRRC) and LEEDTM An ENERGY STAR qualified low slope roof product must have an initial solar reflectance of at least 0.65 and a 3 year aged solar reflectance of at least 0.50. Cleaning of the aged roof surface is permitted by the ENERGY STAR test protocol. The Cool Roof Rating Council (CRRC) does not specify minimums for reflectance or emittance but they do require specific protocols for testing and reporting. Cleaning of the aged roof surface is not permitted for determination of radiative properties after 3 years. A LEED "point" may be earned if a roof material is ENERGY STAR qualified and has a thermal emittance of at least 0.90 as determined by ASTM E408. 'Copyright © ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428 -2959, USA Seattle Tacoma Structural Solutions 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 STRUCTURAL CALCULATIONS FOR P:: ACURA OF SEATTLE ROOF CONNECTION SEISMIC UPGRADE TUKIVIILLA, YVASHINGTON PREPARED BY PCS STRUCTURAL SOLUTIONS EXPIRES: 11/05/ 01 AUGUST 24, 2001 O7- 2g3.O1 D O - 1 - 327 www.pcs-structural.com FILE copy A AUG 1 0 2001 AUG 2 8 2007 PEHM; r iII EF 41 PCS Structural Solutions COPE: BUILDING TYPE: FIRE RATING: WIND DESIGN CRITERIA BASIC WIND SPEED (V) = IMPORTANCE FACTOR (I I.r): EXPOSURE CATEGORY: MEAN ROOF HEIGHT: ROOF SLOPE (_:12): 0 (degrees): SEISMIC DESIGN CRITERIA OCCUPANCY CATEGORY: SITE CLASS: IMPORTANCE FACTOR (I E): STRUCTURAL SYSTEM (R): OVERSTRENGTH FACTOR (12 DEFLECTION CRITERIA FLOOR (LIVE): FLOOR (TOTAL): WALLS: REPORT: BEARING: ACTIVE: PASSIVE: COEFFICIENT OF FRICTION: PILE TYPE: Design Criteria - IBC2003 - Revised 03/23/06 V - B 0 V ROOF: L/ L/ L/ NO 1500 PSF 35 PCF 300 PGF 0.35 NONE VERTICAL CAPACITY = UPLIFT CAPACITY = Project: Acura of Seattle Roof Connection Seismic Upgrade Sheet: Originating Office: DESIGN CRITERIA CHECKLIST I ASCE 1-05, IBC 2006 i INFORMATION BELOW FROM "EARTHQUAKE LATITUDE: LONGITUDE: DEAD 85 MPH 1.0 B 25 FT V V V V 1.00:12 4.16 II D V 1.0 5.5 2.5 4'1.45/ -12.2.254 480 360 360 f V V N/A N/A I of ❑ sea ttie 73 El Tacoma CONSTRUCTION REQUIREMENTS SPRINKLERED? SPRINKLER SUBSTITUTED FOR FIRE RATING? LIVE/SNOW PARTITION ROOF (LIVE): ROOF (TOTAL): SPECIAL: MINIMUM FOOTING DIMENSIONS: CONTINUOUS: SPREAD: FROST DEPTH: Job Number: Name: Date: LOCATION: TUKWILA, WA 15 P5F 25 PSF (Per Section 6.5.4, Figure 6 -1, or as required by Building Depart (Per Section 1609.511BCI and Table 1604.5 1IBC0 (Per Section 1609.411BGI) (See Section 6.2 - Definitions) (Enter vertical rise in 12 horizontal units) (Per Table 1 -1) (See Section 1613.5.211BCI, Assumed as 'V ") (Per Table 1604.511BCi and Table 11.5.1) (Per Table 12.2.1) (Per Table 12.2.1) SPECTRAL RESPONSE ACCELERATION MAPS" CD 55 = 1.420 F = 5, = 0.456 F„ = L/ L/ L/ ACTIVE, PASSIVE PRESSURES AND FRICTION COEFFICIENT ARE ASSUMED 2 2 1' -6" LATERAL CAPACITY = SIZE = 0 293.01 KJE 06/14/01 NO NO CONCENTRATED 1.00 1.514 360 240 V V N/A N/A 7293.01 IBCO6Design.xls(D1) RS Structural Solutions FOOTINGS/PILES: SLABS/VVALLS: Steel Grade = 60 STRUCTURAL STEEL kV-Flange Beams Shapes 4 Plates Pipes Tubes ASTM co 9 E_ Fb = F = F = Joists 4 Studs E_ Fb = Fv = F, = Beams 4 Headers E_ Fb = F„ = Posts 4 Timbers E_ F„ = Design Criteria - IBC2003 - Revised 03/23/06 Protect: Acura of Seattle Roof Connection Seismic Upgrade Job Number: O1- 293.01 Sheet: of 23 Name: KJE Date: 05/14/01 8/23/2007 3000 PSI 4000 PSI ASTM A 192 ASTM A36 ASTM A53 ASTM A500 f', = 1500 PSI Simple Spans 24F -V8 1.80E+06 PSI 2400 PSI 1850 P51 240 PSI 2x OF *2 1.60E+06 PSI 900 P51 150 PSI 1350 P51 4x DP *2 1.60E+06 PSI 900 PSI 180 PSI 6x DP *1 1.60E+06 PSI 1000 PSI Originating Office: Micro -Lam LVL 1.90E+06 PSI 2600 P51 255 PSI 2510 P5I ❑ Seattle Grade = E_ Fb (sor roso = Fb fro?) = Fv = f = 60000 P51 f = 50000 PSI • f = 36000 PSI f y = 35000 P51 f = 46000 P51 SOLID GROUTED Parallam P5L 2.20E+06 P51 2900 PSI 290 PSI 2 PSI FRAMING LUMBER 2x HF *2 1.30E+06 PSI 550 PSI 150 PSI 1300 P51 4x HF *2 1.30E+06 PSI 850 PSI 150 P51 El Tacoma COLUMNS: BEAMS: 4000 PSI 5000 P51 Cantilevers 24F -VS 1.80E+06 P5I 2400 PSI 2400 P5I 240 PSI Timberstrand L5L 1.50E+06 PSI 2250 P51 400 PSI 1 P5I 6x DF *1 1.60E+06 PSI 1350 P51 110 Psi 7293.01 IBC06Design.xls(M1) WALL SURFACES 4 ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES I ROOF OVERHANGS ZONE 4 5 4 5 2 3 10 SF 13.0 13.0 -14.1 -11.4 -18.1 -50.9 20 SF 12.4 12.4 -13.5 -16.2 -18.4 -24.2 50 SF 11.6 11.6 -12.1 -14.1 -11.9 -15.4 100 SF 11.1 11.1 -12.2 -13.5 - 11.1 -8.9 500 SF 9.1 9.1 -10.8 -10.8 - - VERTICAL PRESSURES ROOF SURFACES E • Effective Wind Area G POSITIVE PRESSURES NEGATIVE PRESSURES Gou CASE 1: ZONE 1 -9.60 2 3 -15.10 1 2 3 10 5F 5.3 N/A 5.3 5.3 -13.0 -21.8 -32.8 20 SF • 5.0 5.0 5.0 -12.1 -19.5 -21.2 50 SF 4.5 4.5 4.5 -12.2 -16.4 . -19.1 100 SF 4.2 4.2 4.2 -11.9 -14.1 -14.1 VERTICAL PRESSURES ZONE: E F G H Eor+ Gou CASE 1: -13.80 -1.80 -9.60 -6.10 -19.30 -15.10 CASE 2: N/A N/A N/A N/A N/A N/A HORIZONTAL PRESSURES ZONE: A B C D - - CASE 1: 11.50 -5.90 1.60 -3.50 - - CASE 2: N/A N/A N/A N/A - - al PCS Structural Solutions Design Criteria - IBC2003 - Revised 03/23/06 BASIC WIND SPEED (V): 85 MPH IMPORTANCE FACTOR (I 1.00 EXPOSURE CATEGORY: B Project: Acura of Seattle Roof Connection Seismic Upgrade Job Number: O1- 293.01 Name: IUE Date: 05/14/01 Sheet: Originating Office: 3 of ❑ Seattle 23 [] Tacoma SECTION 6.4 - METHOD 1 - SIMPLIFIED PROCEDURE MEAN ROOF HEIGHT: 25 FT ROOF SLOPE (_:12): 1:12 0 (degrees): 4.16 FIGURE 6 -2 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES FIGURE 6 -3 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES 'SECTION 6.4.2.1.1 4 SECTION 6.4.2.2.1 - MINIMUM PRESSURES MAIN WIND FORGE RESISTING SYSTEM - MINIMUM PRESSURES 6.4.2.1.1 The load effects of the design wind pressures from Section 6.4.2.1 shall not be less than the minimum load case from Section 6.1.4.1 assuming the pressures, p „ for Zones A, B, C, and D all equal to +10.0 psf, while assuming Zones E, F, G, and H all equal to 0 psf. COMPONENTS AND CLADDING - MINIMUM PRESSURES The positive design wind pressures, p net, from Section 6.4.2.2 shall not be less 6.4.2.2.1 than +10.0 psf, and the negative design wind pressures, p fet from 6.4.2.2 shall not be less than -10.0 psf. 7293.01 IBCO6Design.xls(L1A(METHOD1)) Structural Solutions DESIGN CRITERIA Design Criteria - IBC2003 - Revised 03/23/06 Protect: Acura of Seattle Roof connection Seismic Upgrade Job Number: 07- 293.01 Sheet: ` "/ of �3 Name: KJE Date: O8/14/O7 YVIND 8/23/2007 Originating Office: O seattie 9 Tacoma Main Wind Force Resisting System — Method Figure 64 Design Wind Pressures Enclosed Buildings h 5 60 ft. Walls & Roofs Notes: 1. Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h =30 ft (9.1m), for 1=1.0: Adjust to other exposures and heights with adjustment factor?... 2. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. (See Figure 6-10) 3. For Me design of the longitudinal MWFRS use B' = 0 °, and locate the zone £/F,.G/H boundary at thesnid- length of the building. 4. Load cases 1 and 2 must be checked for 25° <0 S 45°. Load case 2 at 25° is provided only for interpolation between 25° to 30°. 5. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. 6. For roof slopes other than those shown, linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming its =.0 in zones B & D. 8. The zone pressures represent the following: Horizontal pressure zones — Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of A - End zone of wall C - interior "zone of wall B - End zone of roof D - Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of E - End zone of windward roof 0 - Interior zone ofwindward roof F - End zone Of leeward roof H - Interior zone of leeward roof 9. Where zone E or 0 falls on a roof overhang on the windward aide of the building, use Poi and Cloy for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (metersk except that cave height shall tensed for roof angles <10 °. B. Angle of plane ofroof from horizontal, in degrees. 7293.01 IBCO6Design.xls(L1 B) Structural Solutions DESIGN CRITERIA - YVIND Design Criteria - IBC2003 - Revised 03/23/06 Project: Acura of Seattle Roof Connection Seismic Upgrade Job Number: 01- 293.01 Name: KJE Date: 05/14/01 Sheet: Originating Office: S of ❑ Seattle 23 0 Tacoma 'FIGURE 6 -3, ASCE 1-02 Components and Cladding — Method 1 It 560 ft. Figure 6-3 Design Wind Pressures Enclosed Buildings Walls & Roofs Notes: N> Flat Roof Gable Roof ( El Interior Zones Rods . Zone tIWti,7ua4 7 ° ) • End Zones *eh •zar411/ awes Hip Roof (7° < 0 <_ 27°) Gable Roof (7° < 8 5 45 °) III Corner Zones Nods• Zone 3 1. Pressures shown are applied normal to the "surface, for ekposure B, at h=30 ft (9.1m), for 1=1.0. Adjust to other exposures and heights with adjustment factor?, 2. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 3. For hip roofs with 8 525 °, 2 2one 3 shall he treated as Zone 2. 4. for effective wind areas between those given, value may be interpolated, otherwise use the value associated with the lower affective wind area. 5. Notation: ar 10 percent of least horizontal dimension or 0.4h, whichever Is smaller, but not less than either 4% of least horizontal dimension or 3 it (0.9 m). h: Mean roof bright, in feet (meters), except that cave height shall be used for roof angles <10 °. 6: Angle of plane of roof from horizontal, in degrees. 7293.01 IBCO6Design.xis(L1 C) TABLE 4 1.4.2.1a SEISMIC DESIGN CATEGORY BASED ON 5 D5 SEISMIC USE GROUP I II III < 0.151• A A A <0.53• B B C <0.50• C C D >= 0.50 • D D D D TABLE 9.4.2.1b SEISMIC DESIGN CATEGORY BASED ON 5 D1 SEISMIC USE GROUP I II III <0.061g A • A A < 0.155g 5 5 G < 0.20g C C D >= 0.20g D D D D al PCS Structural Solutions OCCUPANCY CATEGORY: SITE CLASS: IMPORTANCE FACTOR (I E): STRUCTURAL SYSTEM (R): OVERSTRENGTH FACTOR (11 5, = Fa = 1.420 9.4.1.2.5 - Design Spectral Response Acceleration Parameters Sos = 2/3•S = 0.94'1 GENERAL EQUATION: MAXIMUM: SECTION 9.5.5.2 - SEISMIC BASE SHEAR V = C51 = 0.112•1^4 V/1.4 = G = 0.123•W Design Criteria - IBC2003 - Revised 03/23/06 Project: Acura of Seattle Roof Connection Seismic Upgrade Job Number: O1- 293.01 L Sheet: v of 2 3 Name: KJE Date: 08/14/01 Originating Office: <- Ultimate <- Allowable ❑ Seattle El Tacoma [SECTION 9.5.5 - EQUIVALENT LATERAL FORCE PROCEDURE II LATITUDE: 41.451 D LONGITUDE: - 122.254 1 S = 1.42 5.5 5 = 0.486 2.5 F = 1 F, = 1.514 SECTION 9.4.1.2 - GENERAL PROCEDURE FOR DETERMINING MAXIMUM CONSIDERED EARTHQUAKE 9.4.1.2.4 - Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters 5 = 2/3 = SECTION 9.4.2 - SEISMIC DESIGN CATEGORY - - -- SECTION 9.5.5.3 - PERIOD DETERMINATION SECTION 9.5.5.2.1 - SEISMIC RESPONSE COEFFICIENT G = Sp = 0.112 <-- CONTROLS C5 = S /(T•(R/I)) = 0.345 MINIMUM: DESIGN CATEGORIES A,B,C, 4 D C = 0.044•5 = 0.042 DESIGN CATEGORIES E 4 F C = 0.5.5 = 0.044 Smt =Fv51= 0.136 0.491 Each building and structure shall be assigned to the most severe Seismic Design Category in accordance with Table 9.4.2.1a or Table 9.4.2.1b, irrespective of the fundamental period of vibration of the structure. PERIOD DETERMINATION: Gt. = h n = x= = G r x Tn t: h„ = 0.02 30 FT 0.15 0.256 = the total dead load and applicable portion of other loads as indicated in Section 9.5.3 7293.01 IBCO6Design.xis(L2) pcs Project: hag* OF C rAT T LE Job No - 293.01 Subject: T @Ql4 L Sheet of 23 Name ka E Structural Solutions Originating Office: ❑ Seattle 's Tacoma Date. B /V Seattle Tacoma A LuP-1 plT End r J!✓ l L _ " LqT ` LI . 1.04,6 - 121. 5 + 4.11%b fj0,140_ S trl= Lt#SS D F4 1 F 51 `h 001111vrI\ CJ N611"1 -e_�..v �r 5 1o. S� 1 ..'V1\ V SI - Q.;3b 2 E:- I S L y i :51 o NS j cL- pitgA S vs z3 i ris = O•94 Ste = z- 3S►.�' 0 .4 91 SEI Sv�1 L {�FZPa N Ga t, 0) CS 51,5 /(R /r) o.'? L - 5, /(r /L) = 0.3LJ S oS i = o. ozpy 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 0 .02 �!t - 3 0 r y 7 T = o- 2s6 www.pcs-structural.com Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude =`47.457. Longitude = - 122.254 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 .1.420 Ss, Site Class B 1.0 0.486 S1, Site Class B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.457 Longitude = - 122.254 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 1.420 SMs, Site Class <D 1.0 0.736 SM1 Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.457 Longitude = - 122.254 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 0,947 SDs, Site Class D 1.0 0.490 SD1, Site Class D Conterminous 48 States Latitude = 47.457 Longitude = - 122.254 • MCE Response Spectra for Site Class B Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa Sd (sec) (g) (inches) 0.000 0.568 0.000 0.068 1.420 0.065 0.200 1.420 0.555 0.342 1.420 1.624 0.400 1.215 1.899 0.500 0.972 2.373 0.600 0.810 2.848 0.700 0.694 3.323 0.800 0.607 3.797 0.900 0.540 4.272 1.000 0.486 4.747 1.100 0.442 5.221 1.200 0.405 5.696 1.300 0.374 6.171 1.400 0.347 6.645 1.500 0.324 7.120 1.600 0.304 7.595 1.700 0.286 8.069 1.800 0.270 8.544 1.900 0.256 9.018 2.000 0.243 9.493 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = :47.457 Longitude =4422.254 Site Modified Response Spectra for Site Class `Site Class D SMs = FaSs and SM1 = FvS1 Site Class D - "Fa = 1,0 ,Fv = 1.514 Period Sa Sd (sec) (g) (inches) 0.000. 0.568 0.000 0.104 1.420 0.149 0.200 1.420 0.555 0.600 0.700 0.800 0.900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 1.226 1.051 0.919 0.817 0.736 0.669 0.613 0.566 0.525 0.490 0.460 0.433 0.409 0.387 0.368 4.312 5.030 5.749 6.468 7.186 7.905 8.624 9.342 10.061 10.779 11.498 12.217 12.935 13.654 14.373 411 PCS Project: /4 OP SST TLr� Job No 7 - 29 3' 9 / Subject: L rf-n� L Sh eet � of � 3 Name Ks./ Structural Solutions Originating Office: [I Seattle "Tacoma Date. S /1 // c�E IS411C. = oGa ..c. } t. �. n�� t whtt 1,o F t � (�o � T ) (chk,_ ( -r .0,,.,_ - 1 }I 7- K S 5 Seattle Tacoma /10/ DF SE�l7T jTEI�A L i LJg V to - CO /1 1 !› F Di_ = 15 psF g- LL - Q-- ()SF rIl-r - vP PANE-L-5 h = 4E14nILv` -t-5 w - I.51LL ( '+ 4 206 + 136) 61 W12„r_ 15fT� S + (P {Z +,1 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 950 Pacific Avenue, Suite 1100 •Tacoma, WA 98402 • tel: 253.383.2797 t $ IA/ Ytc = I'S 1« F ASS D www.pcs-structural.com pcs Project: 4 OF 5 Gq TT L E Job No 2q 3 . 0 / Subject: 6 �T Sheet ? of Name k Structural Solutions O riginating Office: ❑ Seattle f Tacoma Date 44/ N- 5 0, Seattle Tacoma Gr i IL OA/7 I � t,uth► -t� E -tv RaoF \ I7- +- )15,1 V) = 39fs IC : I Sk Ib2,S C =0,172 - owl. JimAtE L L1c0 �` S 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 6'1 '13Z wM ttoe E = 0,17 1( 735 II l: -w Di 4pi-M2A tM L O A /71N4 L (gt+SI ,T )frGe) (FT) 10h C7 ( PL F 21a' 8 0 ,3y lL 2H2.� www.pcs - structural.com al PCS Project: 44- OF 5a/ Job No — z73. Of Subject: l� Sheet 3 o Z 3 Name. /vim Structural Solutions Originating Office: ❑ Seattle ISLTacoma Date - // . oo p I. 0.So5 1 W�, Seattle Tacoma to sit AL. .5;5. 'SYNC. Idly T r2 734 'f/` taMv & r /WN ro 71L r - i'P 7 /fNE/. kidiL L w�r� DS 0-9H'T 0 $o (011-17-)0 0.75% W , q, 5% 0601) /2/8 p1F 1 Z ZD pi F 117 } Pt)Pite1111 - - N /m i3 � � =( S77- Fr 3o (3c /2_ p)(/29 7) " /6,07 77Z/ 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 www.pcs- structural.com 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 Project: /1ci^7 DP rT L 'C Job No. 7 93 . o/ l a PCS Subject: LJ�F -�c/i� Sheet /of 2. 3 Name /<J E Structural Solutions Originating Office: ❑ Seattle [N Tacoma Date. 0 o / Fi-sTN4 ofTION GALL ftyV 1S SIkEF w LAS ?/2ov 1 DE7 IN tAS. FuT v /h Pe 1`7 77 Seattle Tacoma ( xr.s • pi. fl 0_1? ) 4 132 ` 1 31.5" 1/. 79. 6 /4 91" 3i:5k 0414 l :'_II! '` )b2 - rtfra OF gl/Tvg 5/044 W/3LL5 10.(. @ ' 3't 6" d r D%yE P'.t96E -s pct otv 6 d'LF yob 4-F t Ifa w,✓ L/F_ r t 'tV G fLF 811 First Avenue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 L iRE51 7>>aT� ay S (,3 2y2 X '325 i a if; 2. y 3 2 I/v' 1-Ls 0, / hT 0 Wvo -7. o o �►z4v' ? �tF<�, tiri TO GU 1 L 2 f NT s f't'i"'r L^" y' ) '(o 1:5 N 500 jLF geo FUTv► -t. 5 h 75:1)/ vv4 (20v DF l o'. L, " /-7" o7 Pc �4 s qu.a IN , 13 - to i F V k = t2 LF - www.pcs- structural.com FICS Project: X611124 IF SF47T Subject: Sheet j 5 of Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma CDipvea-Id P GI F 00 = 1220 pLF Atyma.Iz it $' I a, c- ap = Naaa N ego 1ny L., Pt 61+ - x-1 - y ail? , F 3 b 14121 3 G � , N p.-r- i!N t FP3'('J 11-T1 5/i) oprioN Q - r - v= ci T < rku ow V Ol< K = V ' V pltLOw K5 d 36 LAyN x s � / 5-7 P .:NE,e .7 = Sra-41 p " - y Vb0 1.1 11r * FAcro1Z v,d pAP-Am 'LJ- o per 1400 = s OD® 12 5 I pp.& I P� ccli ��2 STa-R� w [_ -.-.. 20 i^T y ELF Cm G ) 1 = /5 FT w 1 - IOa 1 pvAlLS nc t o f I -6 /y " f z q),35 L j ingso wu-aw LT grvx /1.13 , 2y 5- r -r tu�w - 4/ ‘ /y PT � - , o pf o N Q µi/.n tot /l • `la sov; PtF - Fr 1000 1.3 5c oIL s venue, Suite 510 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 950 Pacific Avenue, Suite 1100 •Tacoma, WA 98402 • tel: 253.383.2797 23 Job No. .7 0 / Name. /`") Date- A // Soo frf 124a , / ail www.pcs- structural.com Structural Solutions www.pcs-structural.com Incorporated 1969 Epoxy Grouted A.B. Check Job No: 7293.01 Project: Acura of Seattle Name: Kyle Eyre Date: 8/22/2007 Embed at Mid Panel, far from Panel Edge Design Codes: General Specifications: A) TILT -UP CONCRETE PANEL ANCHORAGE TO FLEXIBLE HYBRID ROOF DIAPHRAGM B) DESIGN FOR: - OUT -OF -PLANE (OOP) SEISMIC LOADING - SHEAR LOADING FROM ROOF DIAPHRAGM [1] Design Information: Panel Properties Concrete Properties: Steel Properties: General: ISDS := 0:941 DL := 15psf1 (hpanel := 30f1 all : 11 1 4000ps1 := 290001ksi ILL := 25psf1 [1A] Seismic Force on Embed Plate: Wp := Yc•twall•hpanel•I h knell � = 1607•plf / f c IF := 0.10•W = 1611pl1 IF := 400pIf •SDS•I = 378.8.01 IFp3 := 280p1f1 max(F = 1218•plf := 301 11 28f1 IFp4 := 0.80•SDS•I•W = 12181)l1 IBC = 2006 International Building Code (IBC), ASCE = ASCE 7-05, ACI 318 -05 (Panel Length) I Lparapet := hpanel — l c = 2 ft Ilc := 150pcfl := 36000ps1 (From Design Criteria Spreadseet) r psi E 57ksi• = 3605•ks Sheet Key: anual': Input I Soft Output] ff f := 7.5psi• c = 474-psi p si 1 '/2 3 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * (253) 383 -2797 * (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax 7293, AB Check, 08- 22 -07, KJE.xmcd 1 of 5 Structural Solutions www.pcs-structural.com Incorporated 1969 Epoxy Grouted A.B. Check Job No: 7293.01 Project: Acura of Seattle Name: Kyle Eyre Date: 8/22/2007 [1B] Design Mid -Panel Embed: I Try Embeds at :I Connection Eccentricity: 1 Epoxy Bolt: I LIM ACI 318-05 D.5.2.2 'anchor -I n : = 36i 4stud := 8i [1B] Calculate Ultimate Reactions: [3] Analysis: Steel Strength in Tension, Nsas: 1 ecN 2-e 1+ 3 •hef —1 11)cN := 1.1 I F p := fp anchorspacing = 3.65.kirl 1.5 Nb :_ (k f c . Psi•( h ef l in = 26•kir psi l in / := 6.625ir (futa 58ks1 Horizontal head := Tr ( .5 = 1.227•in 2 12344plf -anchor spacin 1.4 8•k'i Concrete Breakout Strength in Tension, Ncbg5: ACI 318-05 D.5.2 AN := minE2- (1.5•h [2- (1.5- h = 395 -in e .- Vertical 2 Ase := 11** stud — 0.307• 4 Maximum Allowable Diaphragm Shear Load Maximum Allowable Diaphragm Shear Load AN° := (9h = 395.02•in ACI 318 -05 D.5.2.1 eccentricity of the resultant tensile force from the centroid of the bolt group acting in tension. In this case, all bolts are acting in tension. Mod. factor for edge effects, ACI 318 -02 D.5.2.5 Mod. factor for cracked vs. uncracked section, ACI -318 D.5.2.6 x/ 23 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * (253) 383 -2797 * (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax 7293, AB Check, 08- 22 -07, KJE.xmcd 2 of 5 Structural Solutions IL 5irl Pullout Strength in Tension, Nnpn5: Concrete Side -Face Blowout Strength in Tension, Is AC1318 -02 D.5.4 Will not govern for typical anchorage not located near an edge. Governing Tensile Strength: ACI 318 -05 D4.4 Steel Strength in shear, Vsa: c := 36in c := 36in Avo := twalr(3•ci) = 864•in 2 'tkecv :_ 1 —1 2 •e'v 1+ 3 •hef A brg := headarea — A = 0.92• in npn: cP'Np 29•ki]:� IN = 17.8•ki1 2.6 kid C *edN := if c 2 < 1.5•c1,0.7 + 0.3• 2 ,0.7 = s 1.5•c Mod. factor for cracked vs. uncracked section, ACI 318 -05 D.5.3.6 INcbg = 25.9-kid MUST BE LESS THAN A = 0.31 • in futa = 58•ksi Concrete Breakout Strength in shear, Vcb5: ACI 318 -05 D.6.2 eccentricity of the resultant shear force from the centroid of the bolt group acting in shear. Estimated Closest Panel Side Edge Distance, Dependent on joist layout. Av := min[twau'(c2 + 1.5•c1),Av = 720. in INp := 8•A f = 29•kipl INnpn = 29.5-kid Mod. factor for edge effects, ACI 318 -05 D.6.2.6 Multiplied by 0.75 Per ACI 318 -02 D.3.3.2 Cracked concrete w supplementary rein. of a No. 4 bar or greater between the anchor and the edge. Mod. factor for cracked vs. uncracked section, ACI - 318 -05 D.6.2.7 1/ www.pcs - structural.com Incorporated 1969 Epoxy Grouted A.B. Check 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * (253) 383 -2797 * (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax Job No: 7293.01 Project: Acura of Seattle Name: Kyle Eyre Date: 8/22/2007 7293, AB Check, 08- 22 -07, KJE.xmcd 3 of 5 Structural Solutions www.pcs - structural.com Incorporated 1969 Epoxy Grouted A.B. Check Job No: 7293.01 Project: Acura of Seattle Name: Kyle Eyre Date: 8/22/2007 0.2 r 1 1.5 Vbone 7• ,t, J P stud i n f c psi•I C I i = 115 kif `'stud in psi in J Avperpendicular [2•(1.5•c2)J•twall = 864•in Avoperpendicular min(tµall, 1.5•c2)•3•c = 864• 0.2 1.5 Vbtwo 7- L Ystua in f ` psi I c in = 114.6•kip stud in psi in Avperpendicular Vcbtwo ('ecV IedNIcV'Vbtwo) = 123.8•kip AVoperpendicular Concrete Pryout Strength in shear, V ACI 318-05 D.6.3 k := if(h >_ 2.5in,2,1) = 2 • = 25.9-kip Governing Shear Strength: IVsa = 10.68•kipl ACI 318 -05 D4.4 Interaction of Tensile and Shear Forces: ACI 318-05 D.7 V = 2.6.kip T = 2.6-kip Iv 2.6 14 Per ACI 318 -05 D.6.2.I (c) for shear force parallel to an edge, V shall be permitted to be twice the value for shear force determined from equations for shear force perpendicular to a panel edge. IV cb = 103.1-kid AC1318 -05 D.6.2.2 L = load bearing length of anchor for shear, not to exceed eight bolt diameters. IV cpg = 51.8-kid MUST BE LESS TITAN 0.2.(0.75)•(k V = 1.04.kip 0.2•(0.75).4) = 2-kip V = 0.51 (I)V„ T = 0.26 4Nn Check:- "Tension ;S hear Inieraction / % 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * (253) 383 -2797 * (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax 7293, AB Check, 08- 22 -07, KJE.xmcd 4 of 5 Structural Solutions www.pcs - structural.com Incorporated 1969 Epoxy Grouted A.B. Check Job No: 7293.01 Project: Acura of Seattle Name: Kyle Eyre Date: 8/22/2007 950 Pacific Ave. Suite 1100 Tacoma, WA 98402 * (253) 383 -2797 * (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 * (206) 292 -5076 * (206) 467 -7788 fax 7293, AB Check, 08- 22 -07, KJE.xmcd 5 of 5 41 RS Project: / `7/ •S' g7"TL� Job No. -Z9' 3 . 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I� 811 First Avenue, Suite 510 • Seattle, WA 98104 - tel: 206.29 �O /L 950 Pacific Avenue, Suite 1100 • Tacoma, WA 98402 • tel: 253.383.2797 0 0 2 Fr a. c i11 / _ 62 / b S ' 3 _off &/2/11iiE slip,' T r 8 t'-yx10 „z f3ETr erg 13 r www.pcs - structural.com ACTIVITY NUMBER: D07 -327 DATE: 08 -28 -07 PROJECT NAME: O'BRIEN AUTO GROUP SITE ADDRESS: BAKER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 4 - Bull ing Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 611 litt, 0.60 - orl Fire Prevention Structural ❑ Permit Coordinator Incomplete Planning Division DUE DATE: 08 -30 -07 Not Applicable DATE: DUE DATE: 09 -27 -07 DATE: Not Approved (attach comments) ❑ License Information License POECOI *247QZ Licensee Name POE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 171004362 Ind. Ins. Account Id 24091700 Business Type CORPORATION Address 1 PO BOX 1838 Address 2 City AUBURN County KING State WA Zip 980711838 Phone 2538332400 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/9/1976 Expiration Date 5/1/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CLARK, DENNIS M CHIEF OPERATING OFFICER 07/09/2003 POE, CHARLES E PRESIDENT 11/09/1976 PETERSON, ALAN D SECRETARY 04 /09/2002 FRY, KYLE R TREASURER 07/09/2003 WILLIAMS, WAYNE W VICE PRESIDENT 11/09/1976 REIFSCHNEIDER, CAROL M SECRETARY 01/01/1980 07/09/2003 WELFRINGER, Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= POECOI *247QZ 09/12/2007 -3a 1 TUKWILA, WASHINGTON 98188 -2905 PERMIT SET OWNER OB PROPERTIES P.O. BOX 726 BELLEVUE, WA 98009 CONTACT: MICHAEL O'BRIEN PHONE: (425) 283 -5531 FAX: (425) 283 -555q SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.D.S. = face of structure (E) = existing DETAIL DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATCHLINE NORTH ARROW COD TT BAKER BOULEVARD and PROJECT MANAGER DALE FRANK 7825 SE 76th STREET MERCER ISLAND, WA 98040 PHONE: (2%) 275 -4130 FAX: (2%) 275 -4131 0 F.D.S. I F.O.5. 0 3A 6D 6,4 3D RI00 L t MATCHLINE ®I ®I NORTH 4/N GENERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL 1410 ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, CONDUITS AND EQUIPMENT. 8. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. q. LABORATORY TESTING AND INSPECTION REQUIRED FOR ALL EARTHWORK COMPACTION, SITE WELDING, HIGH STRENGTH BOLTING AND ALL STRUCTURAL CONCRETE. CONTRACTOR TO PROVIDE INDEPENDENT TESTING LAB FOR ALL CODE REQUIRED TESTING. 10. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. II. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC. LJ�J CG ARCHITECT 1 2 0 1 HELIX DESIGN GROUP 6021 12th STREET EAST SUITE 201 TACOMA, WA 98424 CONTACT: JEFF BLACHOWSKI PHONE: (253) q22 -9037 FAX: (253) 922 -6499 VICINITY MAP N.T.S. PROJECT INFORMATION GOVERNING CODE OCCUPANCY GROUP IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING HEIGHT IBC TABLE 503 EXTERIOR WALLS FIRE— RESISTANCE RATING IBC TABLE 602 DESIGN LOADS STRUCTURAL BASIC WIND SPEED FIRE SPRINKLERS IBC CHAPTER q FIRE ALARM AND SMOKE DETECTION IBC CHAPTER q MINIMUM ROOF COVERING CLASSIFICATION IBC TABLE 1505.1 MINIMUM INSULATION VALUE ROOF ASSEMBLY (INSTALLED ABOVE) SHEET INDEX GENERAL DRAWINGS GOOI COVER SHEET SITE PLAN 6020 SPECIFICATIONS DETAILS DEMOLITION DRAWINGS DIIO DEMOLITION ROOF PLAN ARCHITECTURAL DRAWINGS AIIO ROOF PLAN BAKER BOULEVARD STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 950 PACIFIC AVENUE, SUITE 1100 TACOMA, WA 98402 CONTACT: DOUG GOODWIN PHONE: (253) 383 -2797 FAX: (253) 383 -1557 40 FT 0 HR (DISTANCE 30 FT) STRUCTURAL DRAM 5100 GENERAL NOTES 5200 ROOF PLAN DETAILS GENERAL CONTRACTOR POE CONSTRUCTION I5Iq W VALLEY HWY N, SUITE 103 AUBURN, WA 98001 CONTACT: ALAN PETERSON PHONE: (253) 833 -2400 FAX: (253) q3q -4805 20% INTERNATIONAL BUILDING CODE WASHINGTON STATE AMENDMENTS V -B (NON - RATED) (COMBUSTIBLE CONSTRUCTION) REFER TO STRUCTURAL DRAWINGS 85 MPH TYPE C (V -B CONSTRUCTION TYPE) B - BUSINESS 51 - VEHICLE REPAIR (MODERATE HAZARD STORAGE) BUILDING 15 PROTECTED BY AN EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM BUILDING IS PROTECTED BY AN EXISTING AUTOMATIC SMOKE DETECTION AND FIRE ALARM SYSTEM R -2I RIGID INSULATION (HEATED SPACE) R -q RIGID INSULATION (SEMI - HEATED SPACE) INGS SITE PLAN HC CUSTOMER (E) a SCOPE OF WORK L � 0 3 SALES LOT (E) SALES LOT (E U „..\\ \ \ \ \ \• \,\ ` \ . \ \ ~\ \ \ \\ \ \\ \\•\•, \\ \ \ \ \\ \ \ \\\ \\ \ ~ `\ \\\ PROPERTY LINE LINE OF REQUIRED SETBACK • • -0-1-1)-171--i1=1111110 � .rr® .s-.• i• • • - • ..•._fMM_a_• -_• • ACURA DEALERSHIP (E) \\\, ` \\ \\ ` \ \ \ \ `\ \<,‘ ;\ \ \ I. DEMOLITION WORK TO INCLUDE BUT NOT LIMITED TO: DEMOLITION OF EXISTING ROOF COVERING, INSULATION AND RELATED FLASHING SYSTEMS, EXISTING SKYLIGHTS AND EXISTING PARAPET WALL METAL CAP FLASHINGS. 2. INSTALLATION OF SINGLE -PLY MEMBRANE ROOFING SYSTEM, INSULATION AND RELATED AND FLASHING SYSTEMS. 3. STRUCTURAL UPGRADES TO EXISTING ROOF ASSEMBLY (DECK). 4. REPLACEMENT OF EXISTING DETERIORATED ROOF DECK AREAS. 5. INSTALLATION OF PARAPET WALL METAL CAP FLASHINGS. BAKER BLVD. SALES LOT EXISTING P.I.V. AND F.D.C. (TYPICAL) SALES LOT (E) \ , \\ \,,,, \\.\\:,..„,:\,,,,,,,_\ \ . \\\\\\\, \\-\, ` . \ \\ ti \�\ \, ` \ \: \\\\\\\\\ \ SM CARS \ \ \\:‘, \\:\ \\N\ \•$\ \ \ „.\\.\\\\\ \\\\\\\\: \\\:\.\\:-\\- \ \\::\\ \ \ \\\ \\ ',\\\k \\\ \ \ \ \ \ \ "s \‘' \‘‘‘ \\•\ \ \\ ,\\\, \ \\\ \\ \ \\\' \‘\ ' \ L 4 r SALES LOT (E) ( ) SALES \ \ 4• - ` \ \ ' \ \ \ '` \ \ ` \\ \ \ \ G \ \ \ \ \ \ `` \\ \ `�`\ \ \ `\ \ \ \ \ \ \ \ � � \- `\ , , ` \`~ \\_ \ \, \ \.\\ \ \‘ , \\ \ NN\\ \ \,, , ,\ \ -\\\\,\\\\\,\, \ \\\\N -, .\\\ \;\\-\\\, \\\\ \ .\ \\ ` \ \ \ \\ \ \ \ ` \ \ \ ~ ` \ \ \ `\ ; ` , \ , ' ` 1.1 ` \ \ \ \ y , \ \, \ \ \\ \ \ \ \ \ \ • \ `\ \\\ \ �l \ , \ - \ \ \ \ \ \ \ , \\ \ -\ \ \ \ \ \.,,BUILDIG (E)., , \\ ,\ �\ \` - \\-s, \ \ \ -\\\\\\ \\\ \ \ \\<\\\ \ \\\\ \\\ \ - \ \ \`•\ ,� \ \ ` \ \, \ \ \' \. . \ \ \‘ \ \ \ \ \ ti \ \ \ \ \\ • \ p•• =Me •• OMB •• •• ®•• ®•• •• =MD •® =MD •• OM= •• ORM •• COI= ••=MED•• LI (E) HC CRIED • • 10' -0" • i ■I I‘ BID ALTERNATES • \ \ \'` \ \`,\ • • • BID ALTERNATE 3 - STRUCTURAL ROOF UPGRADES BASE BID: REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF WORK. BID ALTERNATE: REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF WORK. Part* No. Ran review apprcval is Approval c; c - -; the c Of app,; =1 NORTH SCALE: I BUILDING REVISIONS • No changes shall be made to the scope of work without prior approval of Tukwila Building Division. • NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ! • 1 ` RE` iE ED FOR 1 �1 arinE. \ COMPLIANCE BID ALTERNATE I - ROOF COVERING BASE BID: 60 MIL PVC (MEMBRANE MECHANICALLY-FASTENED) ROOFING SYSTEM WITH MANUFACTURER'S 10 -YEAR GOLDEN SEAL (TOTAL SYSTEM) WARRANTY. BID ALTERNATE IA: 60 MIL PVC (MEMBRANE MECHANICALLY - FASTENED) ROOFING SYSTEM WITH MANUFACTURER'S I5 -YEAR GOLDEN SEAL (TOTAL SYSTEM) WARRANTY. BID ALTERNATE 8: 80 MIL PVC (MEMBRANE MECHANICALLY - FASTENED) ROOFING SYSTEM WITH MANUFACTURER'S 20 -YEAR GOLDEN SEAL (TOTAL SYSTEM) WARRANTY. BID ALTERNATE 2 - ROOF DRAINS BASE BID: REMOVE, CLEAN AND REINSTALL EXISTING ROOF DRAINS. REFER TO ARCHITECTURAL DRAWINGS FOR COMPLETE SCOPE OF WORK. BID ALTERNATE: DEMOLITION OF EXISTING ROOF DRAINS. PROVIDE ROOF DRAINS, OVERFLOW DRAINS TIGHT LINED TO EXTERIOR WALLS. DAYLIGHT OVERFLOW DRAINS AT EXTERIOR WALLS WITH BRONZE COW TONGUES. REFER TO ARCHITECTURAL DRAWINGS FOR COMPLETE SCOPE OF WORK. errors and oan ow not authorize dinahr:e. Reo►t adalot Wedged: I0 - 3z 7 ROOFING REPLACEMENT EXISTING AUTO DEALERSHIP BUILDING . vED TuKWILA, WA AUG 2'8 2007 I r r - PER14j1, f. L.N Ek U ,' H elix cl�s igrt gro AMERICAN INSTITUTE OF ARCHITECTS REGISTERED ARCHITECT :R cKEAN STATE OF WASHINGTON HELIX DESIGN GROUP INC REVISION DATE DATE JOB NO. 08.27.07 a07 -067 PERMIT SET 0001 DRAWING NO. © HELIX DESIGN GROUP: AU. RIGHTS RESERVED. No part of this document may be reproduced in ony form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 • 6 7 8 A A B B IROOF SIDE PRE- FINISHED ALUMINUM COPING SINGLE -PLY ROOFING MEMBRANE - EXTEND OVER TOP OF PARAPET WALL EXISTING METAL OR F.R.T. WOOD BLOCKING EXPOSED 55 FASTENER AND NEOPRENE WASHER NOTE: PROFILE OF METAL CAP FLASHING TO MATCH EXISTING. FIELD VERIFY DIMENSIONS. CONTINUOUS ALUMINUM CLEAT SINGLE -PLY MEMBRANE ROOFING EXISTING WALL - CONFIRM CONSTRUCTION AND WIDTH PARAPET CAP FLASHING @ ACURA SCALE: -I/2" = ROOF / PARAPET WALL SCALE: 1-1/2" = 1' -0" C PRE - FINISHED ALUMINUM COPING SINGLE -PLY ROOFING MEMBRANE - EXTEND OVER TOP OF PARAPET WALL EXISTING METAL OR F.R.T. WOOD BLOCKING CONTINUOUS ALUMINUM CLEAT EXPOSED 55 FASTENER AND NEOPRENE WASHER [ SIDE' SINGLE -PLY MEMBRANE ROOFING EXTERIOR SHEATHING OVER EXISTING FINISH EXISTING WALL - CONFIRM CONSTRUCTION AND WIDTH EXTERIOR SHEATHING ON EXISTING WALL SINGLE -PLY MEMBRANE ROOFING SYSTEM EXTEND UP WALL AND OVER TOP OF PARAPET RIGID INSULATION (MIN. 4" THICK X 2' -O" WIDE @ PERIMETER) 2' -0" METAL STRAP STEEL ANGLE PLYWOOD SHEATHING EXISTING SUBSTRATE D DTL -05 RIGID INSULATION (MIN. 4" THICK X 2' -O" WIDE @ PERIMETER) RIGID INSULATION (TAPERED) RIGID INSULATION (R -9) NOTE: TAPER DETAIL OCCURS ONLY WHERE R -q INSULATION OCCURS ADJACENT TO PARAPET AND BETWEEN R-2I AND R -9 INSULATION. E PARAPET CAP FLASHING @ SMART SCALE: 1-1/2" = I' -0" SCALE: 6" = I' -0" DTL -OI STUCCO SYSTEM MEMBRANE FLASHING EXTERIOR SHEATHING OVER EXISTING FINISH PREFINISHED ALUMINUM DRIP FLASHING SEALANT BEAD 55 FASTENER WITH NEOPRENE WASHER REGLET AND FLASHING SINGLE -PLY MEMBRANE ROOFING SYSTEM EXTEND UP WALL 8" RIGID INSULATION ROOFING COVER BOARD EXISTING SUBSTRATE SCALE: I -I/2" - I' -0" E ALUMINUM PANEL REVEAL I/4" PER FT. SLOPE VARIES MEMBRANE FLASHING - EXTEND OVER TOP OF PARAPET WALL ALUMINUM PANEL PARAPET CAP PER MANUFACTURER'S APPROVED DETAIL 'ROOF SIDE SLOPED METAL STUD TOP TRACK EXISTING ROOFING MEMBRANE TO REMAIN EXISTING PARAPET WALL TO REMAIN NOTE: PROVIDE ISOLATION BARRIER BETWEEN DIS- SIMILAR METALS (TYP) ROOF / PARAPET WALL F FACE OF EXISTING SUBSTRATE MEMBRANE FLASHING (SELF - ADHESIVE TYPE SHIM AS NECESSARY PANEL EXTRUSION WEEP BAFFLE (AT HORIZONTAL REVEALS) REVEAL - PER MANUFACTURERS STANDARD DETAILS ALUMINUM PANEL EXISTING STUD WALL DEMOLISH EXISTING STONE PARAPET COPING MEMBRANE FLASHING EXTEND OVER TOP OF PARAPET WALL PRE - FINISHED ALUMINUM COPING CONTINUOUS ALUMINUM CLEAT EXPOSED 55 FASTENER AND NEOPRENE WASHER STUCCO SYSTEM MEMBRANE FLASHING EXTERIOR SHEATHING OVER EXISTING FINISH EXISTING WALL WITH PEBBLECRETE FINISH - CONFIRM CONSTRUCTION AND WIDTH EXISTING WALL WITH PEBBLECRETE FINISH - CONFIRM CONSTRUCTION AND WIDTH STUCCO SYSTEM MEMBRANE FLASHING EXTERIOR SHEATHING OVER EXISTING FINISH STUCCO SYSTEM MEMBRANE FLASHING EXTERIOR SHEATHING OVER EXISTING FINISH PREFINISHED ALUMINUM DRIP FLASHING SEALANT BEAD 55 FASTENER WITH NEOPRENE WASHER REGLET AND FLASHING SINGLE -PLY MEMBRANE ROOFING SYSTEM EXTEND UP WALL 8" RIGID INSULATION ROOFING COVER BOARD EXISTING SUBSTRATE F DTL -04 DTL -03 DTL -OI G SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS GENERAL: THE FOLLOWING SPECIFICATION INFORMATION DESCRIBES THE LEVEL OF QUALITY, FINISH, AND COLOR FOR PRODUCTS AND MATERIALS TO BE USED FOR THE PROJECT. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The General Conditions of the Contract for Construction, Document A201, issued by the American Institute of Architects, 1997 Editions, and its Supplements and Amendments contained herein, related directly to the Work of the Project and is hereby made a part of the Contract as though fully contained in these Specifications. SUMMARY OF WORK 1.0 New construction consisting of roofing replacement to an existing building including associated selective demolition and structural upgrades. 1.1 Provide all Work rewired to complete the project as shown in the Contract Documents. 1.2 The General Contractor shall coordinate all trades involved in project. PRODUCTS 1.0 All materials to be new materials and swim - rent, fixtures cnd systems. Include all trim, accessories and incidental items to complete the work. Transport, handle, store and protect Products in accordance with Mmufacturer's Instructions. LI If a specific item is not identified, the item shall match building standard (materials used predominantly throughout the facility) for type, wality, and finish. SUBMITTALS 1.0 Product Data, Shop Drawings, Test Reports, Manufacturer's Instructions and Samples shall be submitted to Architect/Engineer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 1.1 Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Product rewired, field dimensions, adjusted construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. Allow 15 days for submittal reviews. QUALITY CONTROL 1.0 Comply with the specified referenced Standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. Maintain tolerances in accordance with References, Standards and Manufacturer's requirements. 1.1 References or Standards: For Products or workmanship specified by association, trade or other consensus standards, comply with requirements of the standards, except when more rigid requirements are specified or rewired by applicable codes. 1.2 Inspection and Testing Services: Owner will appoint and employ services of an independent firm to perform inspection and testing. Reports will be submitted by the independent firm to the Architect, Engineer, Owner and Contractor indicating observations and results of tests and indicating compliance or non- compliance with Contract Documents. REGULATORY REQUIREMENTS 1.0 Conform to International Building Code and Local Building Department requirements for design, fabrication and erection of all Work. CUTTING AND PATCHING 1.0 Preparation: Provide temporary supports to ensure structural integrity of the work. Provide devices and methods to protect other portions of Project from damage. Provide protection from elements for areas which may be exposed by uncovering work. 1.1 Cutting: Execute cutting and fitting including excavation and fill to complete the work. Remove and replace defective or non - conforming work. Employ skilled and experienced installer to perform cutting for weather exposed and moisture - resistant elements and sight - exposed surfaces. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. 1.2 Patching: Execute patching to complement adjacent work. Execute work by methods to avoid damage to other work and which will provide appropriate surfaces to receive patching and finishes. Employ skilled and experienced installer to perform patching for weather exposed and moisture - resistant elements and sight - exposed surfaces. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. SUBSTITUTIONS 1.0 Product Options: Products Specified by Reference Standards or by Description Only - Any Product meeting those standards or description. Products Specified by Naming Manufacturer - Submit a request for substitution for my manufacturer not named. 1.1 Substitution requests will only be accepted during the bidding period. 1.2 A request constitutes a representation that the Bidder: Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. Will provide the same warranty for the Substitution as for the specified Product. COLORS AND MATERIALS 1.0 My colors or finishes not specified shall be reviewed and selected by Helix Design Group prior to their procurement by the Contractor. DIVISION 2 - SITENORK REGULATORY REQUIREMENTS 2.0 Conform to applicable codes for demolition work and disposal of debris. 2.I Obtain retired permits from authorities. DEMOLITION 2.0 Preparation: Protect existing material, structure and finishes that are not to be demolished. Protect existing landscaping materials. 2.1 Demolition: Demolition and removal of all items required to accommodate new work. Relocation of piping, conduit, wiring, cabling and other items noted, including temporary utility shut down and reconnection. 2.2 Coordination: Demolish in an orderly and careful fashion. Protect existing building components, finishes, materials and equipment not to be demolished. Remove demolished materials from site. Deposit material at approved dumping sites. Do not bury or bum material on site. Demolition of existing work/items shall include removal of all connections and fasteners, blocking, etc. associated with the work or item to be demolished. Do not modify or cut my structural member, wall or condition unless specifically detailed on structural drawings or approved by structural engineer in writing. DIVISION 5 - METALS REFERENCES Refer to Latest Editions; AISC - Code of Standard Practice Manual of Steel Construction Allowable Stress Design ASTM A36/A36M - Specifications for Structural Steel ASTM A53 - Hot- Dipped Zinc- coated Welded and Seamless Steel Pipe ASTM A153 - Zinc Coating (Hat Dip) on Iron and Steel Hardware A5T1 A525 - Steel Sheet, Zinc - Coated, Galvanized by the Hot -Dip Process AWS DI.1 - Structural Welding Code SSPC - Steel Structures Painting Manual STRUCTURAL STEEL 5.0 Structural Steel Members: Refer to Structural General Notes on Structural Drawings. 5.1 Structural Tubing: Refer to Structural General Notes on Structural Drawings. 5.2 Bolts, Nuts and Washers: Refer to Structural General Notes on Structural Drawings. METAL FABRICATIONS 5.0 Steel Sections: ASTM A36. 5.1 Steel Tubing: ASTM A500, grade B. 5.2 Plates: ASTM A36. 5.3 Pipe: ASTM A53 / grade B, schedule 40. 5.4 Bolts, Nuts and Washers: ASTM A307 galvanized to ASTM AI53 for galvanized components ASTM A325. 5.5 Welding Materials: AWS DI.I; type rewired for materials being welded. 5.6 Steel Ladders: Fabricate ladders to meet requirements on ANSI AI4.3. FINISHES - STEEL 5.0 Shop and Touch -Up Primer: SSPC 15, type I, red oxide. 5.1 Touch -Up Primer for Galvanized Surfaces: SSPC 20, Type I, inorganic, zinc rich. 5.2 All steel exposed to outdoor atmosphere or indicated on drawings to have hot - dipped galvanized finish, minimum 2.0 oz/ sq, ft zinc coating in accordance with ASTM A386. DIVISION 6 - WOOD AND PLASTIC REFERENCES Refer to Latest Editions; APA - American Plywood Association AWI - Architectural Woodwork Institute Quality Standards Manual WCLIB - West Coast Lumber Inspection Bureau WWPA - Western Wood Products Association (WWPA) Manual ROUGH CARPENTRY 6.0 Lumber Grading Rules: WCLIB or *IPA. 6.1 Maximum Moisture Content: I. 6.2 Lumber Materials: Framing, plates, beoms, blocking, stringers, columns. Refer to Structural General Notes on Structural Drawings. 63 Sheathing Materials: Plywood grade and species. Refer to Structural General Notes on Structural Drawings. 6.4 Backing: Use only 2x6 (minimum) No. I or No. 2 Douglas Fir, free of splits or shakes, large knots, checks, holes or wane. 6.5 Nail Fasteners: Refer to Structural General Notes on Structural Drawings. Hot - dipped galvanized steel. 6.6 Anchor Bolts, Nuts and Washers: Refer to Structural General Notes on Structural Drawings. Hot - dipped galvanized at exterior locations or where exposed to exterior environment. 6.7 Installation: Set structural members level and plumb in correct position. Install 2x solid blocking or backing for all wall - mounted and ceiling- mounted items included in other Sections including Division 15 and Division 16 and my Owner- Furnished items shown on the drawings. 6.8 Tolerances: Faces of abutting framing members shall be flush alignment. Framing members 1/8 inch from true position. G I H J DIVISION 7 - THERMAL AND MOISTURE PROTECTION DIVISION q - FINISHES DIVISION 10 - SPECIALTIES .L Oo7 3 2:7 K REFERENCES Refer to Latest Editions; AISI - American Iron and Steel Institute - Stainless Steel Uses in Architecture ASTM A525 - Steel Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process ASTM 13209 - Aluminum and Alloy Sheet and Plate NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. NWCB - Northwest Wall and Ceiling Bureau NRCA - National Roofing Contractors Association Roofing Manual SMACNA - Architectural Sheet Metal Manual SWRI - Sealant, Waterproofing and Restoration Institute - Sealant and Caulking Guide Specification ELASTOMERIC SHEET ROOFING 7.0 Carlisle SynTec Incorporated. Sure -Flex mechanically fastened roofing system, UL class A. 60 mil thickness, Polyvinyl Chloride (PVC) white membrane. Provide related adhesives, fleshings, sealants, walkway pads, premolded corners and accessory products for complete system. Refer to Bid Alternates on Sheet GOOl. 7.1 Cover (Recovery) Board: Carlisle Sure -Seal HP recovery board. 1/2 inch thickness. 7.2 Roof Insulation: Carlisle Sure -Seal rigid Polyisocymurate insulation board. Provide in thickness to achieve rewired (conditioned) design R- value. 4x8 ft boards. 73 Walkways: Carlisle Interlocking Rubber Pavers, 24x24x2 inch square pads. 7.4 Details: Conform to the following Manufacturer's standard details for installation: IB option 2, 2, M, 3B, 5A, 6A, 613, 8A, 8B, 8C, 1 , 12A, I2B, I5B, I5D, 18, 22, 27, U -9 -B and U -9 -14. 7.5 Guide Specifications: Comply with manufacturer's guide specifications. 7.6 Warranty: Refer to Bid Alternates on Sheet G001. WATER RESISTANT BUILDING BARRIER 7.0 Membrane Flashing (parapet wall metal cap flashing): W.R. Grace and Co. Ultra. 30 mil self- adhered high temperature resistant underlayment. 34 inch wide rolls. 7.1 Membrane Flashing Installation: Wall surfaces, locations indicated on drawings, shall have membrane flashing placed on wall sheathing surfaces according to manufacturer's instructions. SHEET METAL GUTTERS, DOWNSPOUTS, FLASHING AND TRIM 7.0 Aluminum Flashing and Trim: Minimum 24 gauge (0.040 inch) thickness, aluminum. 7.I Flashing System: Fry Reglet - Springlok Flashing System, minimum 24 gauge thickness, aluminum, reglet and springlock flashing. Provide factory fabricated corners and accessories for complete installation. Parapet Walls: type ST- stucco. 7.2 Collector Head: Minimum 24 gauge (0.040 inch) thickness, aluminum. Shape as shown in SMACNA figure I -25C. 7.3 Scupper: Minimum 24 gauge (0.040 inch) thickness, aluminum. Design and installation as shown in SMACNA figure I -27A. 7.4 Downspout: Rectangular, standard 3x6 inch, seamless design. Minimum 24 gauge (0.040 inch) thickness, aluminum. Design and installation as shown in SMACNA figure 1 -31. 7.5 Downspout Hanger: 2 inch wide, smooth, aluminum, minimum 14 gauge thickness. Design as shown in SMACNA figure I -35G. 7.6 Cow - Tongue (Wall Overflow): Solid bronze type. 7.7 Fasteners: Stainless steel screws with soft neoprene washers. Aluminum or stainless steel rivets. 7.8 Fabrication end Installation: Comply with SMACNA manual. Fabricate and seal metal joints watertight. Allow for expansion joints. Secure fleshings using concealed fasteners and cleats. Use exposed fasteners only where shown on drawings. 7.q Aluminum Finish: Factory finish. PT -A: Clear Anodized. PT -B: Color to match Alpolic by Mitsubishi Chemical FP America, Inc. - "Black" #3MM4BLX8. JOINT SEALANTS 7.0 Sealants: Type I (Single Component Urethane): Pecora Dynatrol I -XL, Sorneborn Sonolastic NP -I, Tremco Dymonic. Type 2 (Acrylic Latex): Pecora AC20 + Silicone, Somebom Sonolac, Tremco Tremflex 034. Type 3 (Butyl): Tremco Butyl Sealant. Type 4 (Epoxy Urethane): Tremco Dymeric. Type 5 (Self - Leveling Urethane): Sonolastic 5L2, Pecora Urexpan NR -200, Tremco THC 900. Type 6 (Paintable Urethane Acrylic): 051 Pro Series 1-12U Acrylic Urethane. Type 7 (Single Component Silicone): Pecora 890 Silicone, Tremco Spectrem 3. Type 8 (Mildew - Resistant Silicone Sealant): Sonneborn OmniPlus, Tremco Tremsil 200, Dow Corning 790/791. 7.1 Accessories: Provide joint cleaners, joint primer /sealer, band break tape, back - material (polyethylene foam rod) as recommended by sealant manufacturer. 7.2 Schedule: Exterior joints in metal - type 7. Exterior joints in siding - type 6. Miscellaneous exterior joints - type 1. 7.3 Warranty: Provide 5 year warranty. Include coverage for installed sealants and accessories which fail to achieve water tight seal and exhibit loss of adhesion or cohesion, or do not cure. REFERENCES Refer to Latest Editions; MPI -- Master Painters Institute (MPI) Architectural Painting Specification Manual NWWCB - Northwest Wall and Ceiling Bureau Manual PCA - Portland Cement Association - Plaster (Stucco) Manual 55MA - Steel Stud Manufacturers Association (5511A) Product Technical Information Manual PORTLAND CEMENT PLASTER (STUCCO) 9.0 Scope of Work: Limited to patching of exterior surfaces affected by selective demolition, removal of surface mounted items and installation of new adjacent finishes or metal fleshings. Patch surfaces to match existing exterior wall finish. 9.1 Quality Assurance: Perform work in accordance with NWWCB and PCA standards. 9.2 Environmental Conditions: Comply with referenced standards. Do not use frozen materials in cement plaster mix. Do not apply cement plaster to frozen surfaces or surfaces containing frost. Do not apply cement plaster when ambient temperature is less than 35 degrees F. Acrylic finish the ambient temperature shall be 40 degrees F or greater and rising at the time of installation and remain so for at least 24 hours thereafter. Protect surfaces, particularly acrylic finished surfaces from rain, frost, fog or other moisture during installation and the curing/setting period. 9.3 Metal Finishes: Hot - dipped galvanized finish, ASTM A525 G90 for 18 gauge and lighter formed metal products. Provide zinc alloy plastering accessories for exterior work. 9.4 Metal Lathing Materials: Self- furring diamond mesh lath, 3.4 lbs per sq, yd. standard mesh sheet with 1/4 inch deformations. 9.5 Building Paper: F5- UU- B -790A, grade D asphalt saturated Kraft paper (60 minute) water vapor permeable. Provide two layers at non- vertical surfaces. 9.6 Corner Reinforcement: Special stucco -type woven galvanized wire corner reinforcing strips. q.7 Fasteners: Galvanized steel of type and length suitable for adequate penetration of the substrate structure. Line wire, 18 gauge soft annealed steel wire. 9.8 Portland Cement Plaster Materials: Base -Coat Cement, Portland cement, ASTM C150, Type I or II. Base -Coat Lime, special finishing hydrated lime, Type 5, ASTM C206. Base -Coat Aggregate, sand, clean, suitable for cement plaster. Base -Coat Fiber, *con Inc. Con-Trot, a 1/2 inch 100% pure virgin nylon-6 filamentized fiber bundles. 9.9 Synthetic Plaster Finish: Finish -Coat, factory mixed, I00% pure acrylic base with elastomeric binder, integral color and texture. Dryvit "Weatherlastic ". Provide "Sandblast" texture. Sealer/Primer, Dryvit "Color Prime" water based pigmented acrylic primer. Color coordinated with the acrylic based finish. 4.10 Reveals and Moldings: Fry Reglets and moldings from 6063 T5 aluminum alloy. Provide in full 10 ft lengths complete with manufacturer's connector clip at rewired splices and all factory intersections and outside corners. Provide in clear anodized finish. Reveals - channel screed PCS- 75 -I00. Install corner molding (Fry PCM- 75 -75) at all outside corners. Terminate plaster work with J- moldings. 9.11 Nominal Plaster Thickness: Base coat = 1/2 inch. Second coat = 1/4 inch. Color prime coat. Acrylic finish coat. 9.12 Installation: Mechanically mix plaster materials at the project site. Provide three -coat plaster installation. Exterior Plaster - scratch coat, brown coat and two -step synthetic plaster finish. Cure Portland cement plaster by maintaining each coat in a moist condition for two days following application, keep enclosed and fog -spray as rewired to prevent dry-out. Cure base coat 7 to 14 days before applying finish coat. Color prime shall be applied to the brown coat at least four hours prior to application of the acrylic finish coat. Synthetic plaster coat shall be applied continuously and in one operation to the entire wall surface or panel area. 413 Tolerances: For flat surfaces, do not exceed a variation of 1/8 inch in 8 feet maximum in my direction for bow or warp of surface and for plumb or level. Set reveals, moldings and accessories plumb, level and true to line, with a tolerance of I/8 inch in 8 feet maximum. PAINTS AND COATINGS 9.0 Quality Assurance: Primer and 2 coats. Prime per manufacturer's recommendation. All work and materials shall be Premium grade in accordance with MPI standards. 9.1 Materials Not to be Finished: Metals as listed; brass, copper, bronze, plated metals, stainless steel. Glass; Finish hardware; Plastic laminate surfacing. q.2 Exterior Systems: Structural Steel and Metal Fabrications (exposed components): EXT 5.ID Alkyd G5 semi -gloss finish. Galvanized Metal (exposed steel): EXT 53D Polyurethane G5 semi -gloss finish. Aluminum (not anodized) (miscellaneous flashing): EXT 5.4A Alkyd G5 semi -gloss finish. 9.3 Preparation: Prepare surfaces as specified in accordance with MPI standards. q.4 Application: Perform the work in accordance with MPI standards and manufacturer's instructions. REFERENCES Refer to Latest Editions; ANSI AI17.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People MISCELLANEOUS SPECIALTIES 10.0 Roof Hatch: Furnish and install Bilco Type E galvanized steel roof hatch. Model no. E -20. Provide optional Ladder UP Safety Post. Factory Finn • - Paint. Color: Match roofing. ,'QED AUG 2 8 2001 P E hi m i K H elix 2 4 5 6 d g ro u p AMERICAN INSTITUTE OF ARCHITECTS = RU McKEAN STATE OF WASHINGTON HELIX DESIGN GROUP INC SPECIFICATIONS 7 DETAILS ROOFING 8 REPLACEMENT EXISTING AUTO DEALERSI4tP BUILDING TUKWILA, WA REVISION DATE DATE JOB NO. 08.27.07 a07 -087 PERMIT SET 10 G020 DRAWING NO. © HELIX DESIGN GROUP: AU_ RIGHTS RESERVED. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group GENERAL DE'AO NOTES NOTE I. THESE PLANS GENERALLY DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIALS. THESE PLANS HAVE BEEN DEVELOPED FROM OWNER PROVIDED AS- BUILTS AND MAY VARY FROM ACTUAL FIELD CONDITIONS. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREA AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THEREON. ALL BIDDERS ARE ENCOURAGED TO PERFORM A 'WALK THROUGH" PRIOR TO BIDDING. 2. COORDINATION OF THESE DRAWINGS WITH THE REQUIREMENTS FOR CONTRACT WORK 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 3. CONTRACTOR SHALL PROVIDE PROTECTION OF MATERIALS, EQUIPMENT AND FINISHES WHICH ARE TO REMAIN OR NOTED TO BE SALVAGED AND /OR RE -USED. DAMAGES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO OWNER. 4. CONTRACTOR SHALL DEMOLISH AND /OR CAP ALL UTILITIES CONNECTED TO EQUIPMENT IDENTIFIED TO BE DEMOLISHED OR SALVAGED SUCH THAT THE UTILITY WILL NOT INTERFERE WITH THE RENOVATION/ADDITION WORK UNDER THIS CONTRACT. (COORDINATE WITH MECHANICAL/ELECTRICAL DRAWINGS) 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL ITEMS IDENTIFIED TO BE CAREFULLY REMOVED, SALVAGED AND REINSTALLED. 6. CONTRACTOR TO BE RESPONSIBLE FOR CUT AND PATCH AS REQUIRED TO ACCOMMODATE CONSTRUCTION (INCLUDING ALL MECHANICAL AND ELECTRICAL WORK). 7. STABILITY OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL TEMPORARY SHORING SUPPORT 15 PART OF THIS CONTRACT. S. DEMOLITION WORK TO ACCOMMODATE BUILDING RENOVATIONS AND SYSTEMS HAS BEEN CONCEPTUALLY SHOWN FOR MAJOR WORK ITEMS. CONTROLS, PIPING, ELECTRICAL AND OTHER SIMILAR ITEMS WHICH MAY REQUIRE CUTTING AND PATCHING HAVE NOT BEEN SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE CUTTING AND PATCHING REQUIRED FOR ALL WORK IN THE PROJECT. 'I. ALL EXISTING ROOF RELATED FLASHINGS ROOFING SYSTEM COMPONENTS AND DEBRIS SHALL BE DEMOLISHED UNLESS OTHERWISE NOTED. ROOFING DEMOLITION WORK SHALL RESULT IN ROOFING SYSTEM BEING REMOVED TO SUBSTRATE. IN SOME AREAS, THE EXISTING ROOFING SUBSTRATE WILL BE IDENTIFIED TO BE SELECTIVELY DEMOLISHED FOR REPLACEMENT DUE TO DETERIORATION OF THE SUBSTRATE MATERIAL. (REFER TO DRAWINGS) ROOF PLAN NOTES SYMBOL NOTE ROI EXISTING ROOF MOUNTED HVAC UNIT TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED TO ACCOMODATE NEW WORK. EXISTING ROOF MOUNTED EXHAUST FAN OR FAN HOOD/ ENCLOSURE TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED TO ACCOMODATE NEW WORK. EXISTING ROOF DRAIN (REMOVE/ REINSTALL) AND RAIN LEADER. (BASE BID) (ALT BID 2: REPLACE ROOF DRAIN AND CONNECT TO EXIST. RAIN LEADER. SEE R20 FOR ADDITIONAL WORK.) CONTRACTOR TO CONFIRM THAT EXISTING RAIN LEADER IS FREE FLOWING. PROVIDE 'GLEANING" OF RAIN LEADER LINE IF NOT FREE FLOWING. EXISTING VENT PIPE PENETRATION TO REMAIN. EXISTING GAS LINE PENETRATION TO REMAIN. EXISTING EXPOSED GAS LINE RUN ACROSS ROOF TO REMAIN. (TYPICAL) VERIFY SIZE/ LOCATION. EXISTING SATTELITE 01514 TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED FOR NEW WORK. EXISTING CONDUIT PENETRATION 4 WEATHERHEAD TO REMAIN. EXISTING DUCT PENETRATION TO REMAIN. EXISTING FLUE PENETRATION TO REMAIN. NOT USED EXISTING ROOF CURB /EXPANSION JOINT. EXISTING WALL MOUNTED POWER SHUNT TO REMAIN. NOT USED EXISTING ROOF AREA TO REMAIN (NO WORK) EXISTING METAL FASCIA (BELOW) TO REMAIN EXISTING SHEET METAL PARAPET CAP TO REMAIN R02 R03 R04 R05 RO6 R07 ROS Rog RIO G CEO RI3 CEO CIO c 00 DEMOLITION NOTES SYMBOL NOTE 0 0 oc DEMOLISH EXISTING ROOFING SYSTEM (INCLUDING INSULATION DOWN TO EXISTING STRUCTURAL SUBSTRATE. DEMO/ REPLACE AREAS OF SUBSTRATE THAT ARE DAMAGED OR HAVE DETERIORATED BEYOND USE. (TYPICAL THIS ENTIRE ROOF AREA) DEMOLISH EXISTING SHEET METAL PARAPET CAP FLASHING /COPING. (TYPICAL ENTIRE RUN OF PARAPET) EXISTING SKYLITE AND CURB TO BE DEMOLISHED EXISTING ABANDONED CURBS TO BE DEMOLISHED DEMOLISH EXISTING STONE PARAPET CAP DEMOLISH EXISTING WALL MOUNTED ROOF ACCESS LADDER DEMOLISH EXISTING ROOF ACCESS HATCH AND CURB. DEMOLISH EXISTING SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT. J A 1 2 3 4 5 6 7 8 L SCALE: I/16' = 1' -0" A O, ® II II 11 11 0 rHVACC T Kv� Rob WI ; !I DEMOLITION ROOF PLAN B B II L C C f Rib RII l LJ LJ I o I I I � I r E E L n F I � I I-WAC 1 , (E) l HVAC -N ` (E) f p t \\ G H H C,O,S J J D- RP- OI.DWG X 3 i7 NORTH K K Rr ' AUG 2 8 2007 RMi T Cti / 2 $' 16' 0 4' 32' 2 6 des ign group AMERICAN INSTITUTE OF ARCHITECTS BRUCE McKEAN STATE OF WASHINGTON HELIX DESIGN GROUP INC DEMOLITION 7 ROOF PLAN ROOFING 8 REP LACEMEN T EXISTING EN AUTO BUIL DEALERSHIP DING TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.27.07 Q07 -087 PERMIT SET ' ° DuO DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission in venting from Helix Design Group ROOF PLAN NOTES GENERAL NOTES SYMBOL NOTE ROI R02 R03 R04 EXISTING ROOF MOUNTED HVAC UNIT TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED TO ACCOMODATE NEW WORK. PROVIDE CURB FLASHING AND CRICKET. EXISTING ROOF MOUNTED EXHAUST FAN OR FAN I -IOOD/ ENCLOSURE TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED TO ACCOMODATE NEW WORK. PROVIDE CURB FLASHING AND CRICKET. EXISTING ROOF DRAIN (REMOVE/ CLEAN/REINSTALL) AND RAIN LEADER. (BASE BID) (ALT 8ID 2: REPLACE ROOF DRAIN AND CONNECT TO EXIST. RAIN LEADER. SEE R20 FOR ADDITIONAL WORK.) CONTRACTOR TO CONFIRM THAT EXISTING RAIN LEADER 15 FREE FLOWING. PROVIDE 'CLEANING' OF RAIN LEADER LINE IF NOT FREE FLOWING. EXISTING VENT PIPE PENETRATION TO REMAIN. PROVIDE PIPE FLASHING. EXISTING GAS LINE PENETRATION TO REMAIN. PROVIDE PIPE FLASHING. EXISTING EXPOSED GAS LINE RUN ACROSS ROOF TO REMAIN. (TYPICAL) VERIFY SIZE/ LOCATION. PROVIDE PIPE SADDLES. EXISTING SATTELITE DISH TO REMAIN. SALVAGE AND REINSTALL AS REQUIRED FOR NEW WORK. EXISTING CONDUIT PENETRATION * WEATHERI-IEAD TO REMAIN. PROVIDE PIPE FLASHING. EXISTING DUCT PENETRATION TO REMAIN. PROVIDE PIPE FLASHING. EXISTING FLUE PENETRATION TO REMAIN. PROVIDE HOT PIPE FLASHING. PROVIDE SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT. EXISTING ROOF CURB /EXPANSION JOINT. EXISTING WALL MOUNTED POWER SHUNT TO REMAIN. WALL MOUNTED, GALVANIZED STEEL ROOF ACCESS LADDER WITH OVER PARAPET RAIL EXTENSIONS. (PAINT) EXISTING ROOF AREA TO REMAIN (NO WORK - HATCHED AREA) EXISTING METAL FASCIA (BELOW) TO REMAIN. EXISTING SHEET METAL PARAPET CAP TO REMAIN. NOT USED NOT USED ALT BID 2: OVERFLOW DRAIN AND SUMP. (RAIN LEADER 15 EXISTING.) DAYLIGHT OVERFLOW TO EXTERIOR WALL WITH BRONZE "CON-TONGUE". FRAME/INFILL EXISTING ROOF OPENING SLOPED CRICKET (MIN i:12 SLOPE) AS REQUIRED TO PROVIDE POSITIVE DRAINAGE (TYPICAL) PREFINISHED ALUMINUM PARAPET FLASHING. (COLOR PT -A U.N.O.) (TYPICAL ENTIRE RUN OF PARAPET) PREFINISHED SHEET METAL EDGE/FASCIA TERMINATION FLASHING. (TYPICAL) PROVIDE STUCCO SYSTEM OVER EXISTING 'PEBBLE - CRETE' FINISH THIS WALL. (SEE DETAILS) NEW ROOF HATCH. PROVIDE CURB AND CRICKET. BRONZE 'COW TONGUE' OVERFLOW (AT WALL) FROM OVERFLOW ROOF DRAINS. GATHER DRAINS AND RUN TO EXTERIOR WALL. HOLD DRAIN LINES AS HIGH AS POSSIBLE. (MINIMUM 23' -6' CLEAR ABOVE FLOOR) RUN DOWN AND DAYLIGHT 12' ABOVE FLOOR AT WEST WALL. R RO6 RO7 RO8 ROq RIO EXISTING ROOF TOP MECHANICAL UNIT R16 (] RI8 RI9 R20 R2I R22 R23 R25 R2 R27 ROOF PLAN SYMBOLS GENERAL NOTES DESCRIPTION ` SYMBOL AND TEXT ROOFING IDENTIFICATION material type SINGLE - PLY- -7' ,v— ROOFING SLOPE IDENTIFICATION 5L.OPE 1:12 direction indicator, rise / run ROOF ACCESS HATCH 36'w x 30d, cricket at upside of roof slope Er ■ EXISTING ROOF TOP MECHANICAL UNIT hvac unit on I2' ht IVAC (E)' built -up curb with flashing i • ' ROOF SUMP AREA OVERFLOW DRAIN ROOF deep ROOF DRAIN 2' recessed, level sump area 41M1 PARAPET WALL parapet wa115 ROOF PLANE CHANGE RIDGE description, change in sloped roof plmes ROOF CRICKET sloped (cricket) roof planes ROOF PROTECTION PAVERS walking surface provided 4 installed by roof mmufacturer /installer ROOF INSULATION BOUNDARY hatched area indicates — boundary of R -q minimum rigid insulation all other areas to be R -2I minimum 1 2 3 4 5 6 7 8 9 10 A ROOF PLAN SCALE: I/16" = I' -0' A B B C C D D mmaimmo 1/.4 :12 / / j / • / " f / " / N MUM I / /. ./ / / / J ,- / • / - / • . / ; C7❑ ❑[ ❑OCR❑ ❑ 0OC�JL7❑0❑[�J❑ ❑L 2IJL]I0❑[2❑ M�❑ ❑E ❑❑❑❑ ❑0010❑❑ ❑❑❑❑0000❑ / / / / / E E F F G G H H J J RP -0I .DWG ' N .1) 01- 327 NORTH K 4 2' 8' 16' 0 4' 32' K 2 4 6 k_ , .- ' tom AUG 2 UU7 10 PERMIT OLNTEE design gro AMERICAN INSTITUTE OF ARCHITECTS BRU E McKEAN STATE OF WASHINGTON HELIX DESIGN GROUP INC 7 ROOF PLAN ROOFING 8 REPLACEMENT EXIST AUTO DEALERSHIP BUILDING TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.27.07 a07 -087 PERMIT SET AllO DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any farm or by any means without permission in writing from Helix Design Group GENERAL NOTES NOTE 1. 2. 3 . 4 . ITEMS SHOWN ON ROOF PLAN ARE SHOWN FOR GENERAL LOCATION AND SIZE. CONTRACTOR SHALL VERIFY ALL ROOF MOUNTED EQUIPMENT, UTILITIES AND OTHER PERTINENT ITEMS PRIOR TO BEGINNING WORK NOTE THAT THE FOLLOWING ITEMS MAY NOT HAVE BEEN LOCATED ON THIS PLAN: MISCELLANEOUS CABLES 4 WIRES, BLOCKS UNDER GAS LINES, LIGHT FIXTURES, SPEAKERS, SMALL SATELLITE DISHES, MISCELLANEOUS DEBRIS. ENTIRE ROOF AREA TO RECEIVE SINGLE -PLY ROOFING SYSTEM WITH RIGID INSULATION. ROOFING SYSTEM TO INCLUDE ALL MISCELLANEOUS FLASHINGS, FASTENERS, SEALANTS, ETC. AS REQUIRED FOR A COMPLETE AND WATERTIGHT ASSEMBLY MEETING THE SPECIFIED DESIGN CRITERIA AND WARRANTEE REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL WORK INCLUDING UPGRADE OF ROOF TO WALL CONNECTIONS. 1 2 3 4 5 6 7 8 9 10 A ROOF PLAN SCALE: I/16" = I' -0' A B B C C D D mmaimmo 1/.4 :12 / / j / • / " f / " / N MUM I / /. ./ / / / J ,- / • / - / • . / ; C7❑ ❑[ ❑OCR❑ ❑ 0OC�JL7❑0❑[�J❑ ❑L 2IJL]I0❑[2❑ M�❑ ❑E ❑❑❑❑ ❑0010❑❑ ❑❑❑❑0000❑ / / / / / E E F F G G H H J J RP -0I .DWG ' N .1) 01- 327 NORTH K 4 2' 8' 16' 0 4' 32' K 2 4 6 k_ , .- ' tom AUG 2 UU7 10 PERMIT OLNTEE design gro AMERICAN INSTITUTE OF ARCHITECTS BRU E McKEAN STATE OF WASHINGTON HELIX DESIGN GROUP INC 7 ROOF PLAN ROOFING 8 REPLACEMENT EXIST AUTO DEALERSHIP BUILDING TUKWILA, WA REVISION DATE 9 DATE JOB NO. 08.27.07 a07 -087 PERMIT SET AllO DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any farm or by any means without permission in writing from Helix Design Group STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCES STEEL CONSTRUCTION MATERIAL VERIFICATION OF HIGH—STRENGTH BOLTS, NUTS AND WASHERS 2-1/2 X AISC ASD, SECTION A3.4 AISC LRFD SECTION A3,3 STRUCTURAL STEEL WELDING 1. SINGLE —PASS FILLET WELDS <5/16" BLUE X 0.131 REINFORCING STEEL WELDING 1. VERIFICATION OF WELDABILITY X 4 AWS D1.4 WOOD FRAMING PLYWOOD ROOF DIAPHRAGM NAILING 0.113 X IBC 1707.3 NAILING, BOLTING, AND ANCHORAGE OF COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD —DOWNS THAT ARE PART OF THE SEISMIC RESISTING SYSTEM 2-1/2 X IBC 1707.3 FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) EQUIVALENT SPACING (INCHES) TRACKER ** COLOR CODED NAILS 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 — 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW 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 PURPLE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 — 10d "SHINY BOX" 0.128 3 4 -1/2 3 2 -1/4 WHITE PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER ** COLOR CODED NAILS 8d 0.131 2-1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3-1/2 ORANGE 20d 0.192 4 WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V —NOTCH (CVN) RATING FILLET 70 KSI E I N 0 0 N N 0 0 N 1 2 3 4 5 6 8 0 0 0 Q rn N ■ 1 0 A B GENERAL NOTES 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 REQUIRED 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, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "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 2006 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. DETAIUNG AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA ROOF DESIGN DEAD LOAD 15 PSF SNOW LOAD 25 PSF PARTITION LOAD CONCENTRATED LOADS LATERAL FORCES THE STRUCTURAL SCOPE OF WORK IS TO IMPROVE THE LIFE /SAFETY PERFORMANCE OF THE EXISTING STRUCTURE AS FOLLOWS: PROVIDING POSITIVE OUT — OF—PLANE ANCHORAGE AT THE ROOF TO WALL e CONNECTION. • IMPROVE THE SHEAR CAPACITY OF THE ROOF DIAPHRAGM AT DIAPHRAGM BOUNDARIES. • IMPROVE THE SHEAR CAPACITY OF THE ROOF DIAPHRAGM AT TWO AREAS IDENTIFIED AS POSSIBLE FUTURE SHEAR WALL CONNECTIONS. A FULL SEISMIC UPGRADE WAS NOT WITHIN THE SCOPE OF THIS PROJECT. NEW ELEMENTS WERE DESIGNED USING THE 2006 INTERNATIONAL BUILDING CODE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 1 — SIMPLIFIED PROCEDURE" PER ASCE 7-02. — EXPOSURE CATEGORY = B — BASIC WIND SPEED, Vas = 85 MPH — WIND IMPORTANCE FACTOR, 1w = 1.0 — BUILDING CATEGORY PER TABLE 1604.5 = II — INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = f 0.18 — COMPONENTS AND CLADDING LOADS (BASED ON EFFECTIVE WIND AREA = 10SF) SEISMIC: V = CsW WHERE SDS WITH () Cs MINIMUM =0.044 SDS le & SD1 7 Cs MAXIMUM = (t)T Cs = SEISMIC IMPORTANCE FACTOR, Ie = 1.0 SEISMIC OCCUPANCY CATAGORY PER TABLE 1604.5 FOOTNOTE A = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.42 & S1 = 0.486 SITE CLASS PER TABLE 1615.1.1 = D SPECTRAL RESPONSE COEFFICIENTS SDS = 0.947 & SD1 = 0.491 SEISMIC DESIGN CATEGORY = D W = DEAD LOAD OF BUILDING = 1900K ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE ANALYSIS RESPONSE MODIFICATION FACTOR PER TABLE ASCE 7 -02, TABLE 9.5.2.2, R = 5.5 Cs (ULTIMATE) = 0.172 DESIGN BASE SHEAR (ULTIMATE) V = 400K PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC 9 DESIGN, JUNE 1, 1989 INCLUDING SUPPLEMENT NO. 1, DECEMBER 17, 2001 AND THE AISC CODE OF STANDARD PRACTICE, MARCH 2000. 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 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 HIGH — STRENGTH BOLTS: A325 —ASTM F1852, A490—ASTM A490 EPDXY GROUTED ANCHORS: "ALL—THREAD" — ASTM A36 (FY = 36 KSI) A B C C GRAVITY FRAME D WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D -1.1. 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. 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: WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. 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. CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS *BASED ON 15/32" PLYWOOD OR OSB * *REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE — APPROVED EQUAL 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 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO P51 -95 AND /OR PS2 -92. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 24 "O.C. (32/16) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. GLUE — LAMINATED MEMBERS: CONFORM TO ANSI /AITC A190.1. MEMBERS SHALL BE COMBINATION 24F —V4 DOUGLAS FIR FOR SIMPLE SPANS AND 24F —V8 DOUGLAS FIR FOR CANTILEVERED SPANS AND TRUSS CHORDS (FB =2400 PSI, FV =240 PSI, E= 1.8X10 "6 PSI) AND DOUGLAS FIR COMBINATION 2 FOR COLUMNS AND TRUSS WEB MEMBERS, ALL WITH EXTERIOR GLUE. d'REMIUM /ARCHITECTURAL> APPEARANCE GRADE WHERE EXPOSED TO VIEW; INDUSTRIAL APPEARANCE WHERE NOT EXPOSED TO VIEW. ALL MEMBERS TO HAVE AITC OR APA —EWS STAMP. CAMBER AS SHOWN ON STRUCTURAL DRAWINGS. LAMINATED T &G DECKING: SHALL BE FILLER KING LAMINATED WOOD DECKING BY FILLER KING COMPANY OR PRE — APPROVED EQUAL. MEMBERS SHALL BE DOUGLAS FIR / LARCH WITH PATTERN AND FINISH PER ARCHITECT. DECKING SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT NER EVALUATION REPORT. NOMINAL THICKNESS AND METHOD OF LAY —UP SHALL BE AS INDICATED ON STRUCTURAL DRAWINGS. ATTACHMENT TO SUPPORTING MEMBERS SHALL BE PER MANUFACTURER RECOMMENDATIONS UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. 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 —F1R" NO. 1 (Fb =975 PSI, Fv =150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR — LARCH" NO. 1 (Fc =1000 PSI) 4. 2x & 3x T &G DECKING: "DOUG FIR — LARCH" COMMERCIAL (Fb =1650 PSI, E =1700 KSI) 5. 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). 6. UTILITY & STANDARD GRADES NOT PERMI I ILD. PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. APPLICATION FOUNDATION SILL PLATES, TOP PLATES & LEDGERS ON CONCRETE OR MASONRY WALLS (4) FRAMING, DECKING, POSTS & LEDGERS BEAMS & COLUMNS SPECIFIED MATERIAL 2x, 4x, 6x, OR GLU —LAM (FIR) 2x, & 4x (FIR) 2x, & 4x (CEDAR) 6x OR GLU —LAM (FIR) 6x OR GLU —LAM (CEDAR) PRESERVATIVE TREATMENT (1) SBX ACQ, CBA, CA ACQ, CBA, CA NONE ACQ, CBA, CA NONE CONNECTORS & FASTENERS (2)(3) GALV (G60) GALV (G185) GALV (G185) GALV (G90) GALV (G185) GALV (G90) 1 CCA: CHROMATED COPPER ARSENATE NOT PERMITTED SBX: DOT SODIUM BORATE ACQ: ALKALINE COPPER QUAT CBA & CA: COPPER AZOLE E 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. G60, G90 & G185 PER ASTM A653 BATCH /POST HOT—DIP GALVANIZED PER ASTM Al23 FOR CONNECTORS AND ASTM A153 FOR FASTENERS 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). I o I E F G QUALITY ASSURANCE /SPECIAL INSPECTION: H GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2003 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. PRESSURE —TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 20% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3 "x3 "x1 /4" 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 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL 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 AND FASTENERS. LAG SCREWS: SHALL CONFORM TO ANSI /ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. MISCELLANEOUS SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: QUALITY ASSURANCE PLAN: QUALITY ASSURANCE SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1705.2 AND AS NOTED HEREIN. 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. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1709. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: 2 PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. 2 REVIEW OF TESTING AND INSPECTION REPORTS. 2 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 THE FOLLOWING: ACKNOWLEDGMENT OF AWARENESS OF REQUIREMENTS OF QUALITY ASSURANCE PLAN. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. �. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION AND THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION. • IDENTIFICATION OF PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION. F I � I H J J oo 3z3 K III F A K 2 4 RED::` .. Fl AUG 2 8 • 'JO PE9mo 5 6 H elix AMERICAN INSTITUTE OF ARCHITECTS Structural Solutions 831 First Avenue, Suite 510 Seattle, Washington 98104 tel: 206.292.5076 950 Pacific Avenue, Suite 1100 Tacoma, Washington 98402 tel: 253.383.2797 GENERAL NOTES 7 ROOFING 8 REPLACEMENT EXISTING AUTO DEALERSI-41P BUILDING TUKWILA, WA REVISION DATE DATE JOB NO. 08.27.07 a07 -087 PERMIT SET 10 S 1 00 DRAWING NO. © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any farm or by any moons without permission in writing from Helix Design Group 1 3 6 a) C a) TD E a N N a N Cn -6 t:; cT_ 0 N 0) N N 0 C 0 a 0 C a a) (f) "(5 — a 7 8 9 0) 10 0 0 0 I s I C.O.S. I A • N 16. TYP. A I i i ! i c : cs I ! 3 ! ; I ; !?' • • i f • s f; ; ; • , I (E) GONG. NALL CONT. L4x6xI/2 5/5"c1) EPDXY GROUTED A.B.'S IN PANEL @ 56" O.G. B B (E) BM III 11_011 SIM. TIT ROOF CONNECTION SECTION T (E) DIAG. 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N • \ • N \ • N \ \ 1 • \ N \ \ \‘` N N” \ \\ N s \ N N • \i N \ N \ \, \\\ \ \ \ \\\ \‘‘ \\\. N .\\\ N\\:\\\ It CONTR. VERIFY 1I4"= 1 '-0" T I PLAN DETAIL (E) FRM'S AT SKYLIGHT - GONTR. VERIFY FRM TO BE 4xI2 OR BETTER (E) 2x DEGK1NS (E) 6xI6 PURLIN I6d 4" O.G. AT (E) METAL *AMEP NALL BELON ASSUME GONNEGTION TO ROOF OF SOPSON H6 AT EA. STUD TO (0 DECKING 2x PER () BM EXTENTS OF (E) OPN'S IN ROOF SW'S SHIM AT SUPPORT TYP. LUS24 TYP. ROOF FRAMING NOTES: 2. S. 4. \\ N -(E) BM INDICATES AREA TO REGEIVE 25/32" PLYNOOD SHEATHING' OVER EXISTING 2x DECKING NITH 10d NAILS @ 3" O.G. AT ALL PANEL EDGES 2 10d @ 12" 0.G. IN FIELD OF PANELS. BID ALT. sel INDICATES AREA TO RECEIVE 25/52" PLYNOOD SHEATHING OVER EXISTING 2x DECKING NITH (2) ROIALS OF 10d NAILS @ 2%2" 0.6. AT ALL PANEL EDGES 4 10d © 12" O.G. IN FIELD OF PANELS. ENGINEER TO FIELD VERIFY LOCATION. BID ALT. 1t5: INDICATES AREA TO RECEIVE 23/32" PLYIAIOOD SHEATHING OVER EXISTING 2x DEGKING IAI1TH 10d NAILS @ 3" O.G. AT ALL PANEL EDGES 10d @ 12" O.C. IN FIELD OF PANELS. INDIGATES 2x T4G SOLID NOOD DECKING. AT AREAS OF DETERIORATION REPLACE DETERIORATED MEMBERS IAIITH NEN MEMBER OF EQUAL GROSS SECTION AND LENGTH. ENGINEER. SHALL INDICATE APPLICABILITY BASED ON ACTUAL CONDITIONS. ASSUME 10% R.EPLAGEMENT, INDICATES EXISTING CONCRETE NALL THAT FORMS A PARAPET AT THE ROOF. INDICATES EXISTING METAL FRAMED NALL THAT FORMS A PARAPET AT THE ROOF. GUT (E) DECKING TO MIDDLE OF (E) BEAMS AS SHOIAIN TYP. (E) DECKING D 0 7- 32,7 RECF-TJED AUG 2 8 2007 PERMIT CENTER AMERICAN INSTITUTE OF ARCHITECTS 4 5 6 Structural Solutions 811 First Avenue, Suite 510 Seattle Washington 98104 tat 206.292.5076 950 PacificAvenue, Suite 1100 Tacoma, Washington 98402 tei: 253.383.2797 ROOF PLAN STRUCTURAL 7 DETAILS ROOFING 8 REPLACEMENT EXISTING AUTO DEALERSHIP BUILDING TUKNILA, HA REVISION DATE 9 DATE JOB NO. 06.21.07 a07-087 PERMIT SET 10 $200 DRAWING NO. 0 HELIX DESIGN GROUP: ALL RIGHTS RESERVED, No part of this document may be reproduced M any form or by any means without permission M writing from Hera Design Group