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HomeMy WebLinkAboutPermit D08-202 - PILE CONTRACTORS - METAL, SHEATHING AND JOISTSPILE CONTRACTORS 12014 44 PL S D08 -202 Parcel No.: 3347400815 Address: 12014 44 PL S TUKW Suite No: Tenant: Name: PILE CONTRACTORS Address: 12014 44 PL S , TUKWILA WA Contact Person: Name: JOE FRAUENHEIM Address: 12014 44 PL S , TUKWILA WA 98178 Phone: 206 713 -2395 CitAbf 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 Owner: Name: FRAUENHEIM JOE Address: 375 E SUNSET WAY , ISSAQUAH WA 98027 Phone: Contractor: Name: PILE CONTRACTORS INC Address: 375 E SUNSET WAY , ISSAQUAH WA 98027 Phone: 425 557 -8628 Contractor License No: PILECI *101LM DESCRIPTION OF WORK: REPLACE EXISTING METAL, SHEATHING, AND JOISTS AS NEEDED. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC - 10/06 $1,000.00 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 - 202 Issue Date: 04/30/2008 Permit Expires On: 10/27/2008 Expiration Date: 10/01/2008 Fees Collected: $135.68 International Building Code Edition: 2006 Occupancy per IBC: D08 -202 Printed: 04 -30 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 City a 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 A , Permit Number: D08 - 202 Issue Date: 04/30/2008 Permit Expires On: 10/27/2008 Date: ?7dl I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction e performance of work. I am authorized to sign and obtain this development ' permit. Signature: � V lie_ (( 1 Date: " 0 dr Print Name: C• I JI n Rest, This permit shall become null 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. D08 -202 Printed: 04 -30 -2008 Parcel No.: 3347400815 Address: Suite No: Tenant: 12014 44 PL S TUKW PILE CONTRACTORS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -202 ISSUED 04/21/2008 04/30/2008 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 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. 4: 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. 5: 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. 6: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond - 10/06 * * continued on next page ** D08 -202 Printed: 04 -30 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 C 1 ;/ 'R -e'`9 c , ‘ • 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 D08 -202 Date: 1 , 3 ' - o ordinances governing or local laws regulating Printed: 04 -30 -2008 SITE LOCATION Site Address: )10I9 1 L I P 1: S. Tenant Name: Property Owners Name: 3o e. Fr 0. t,1 en {, E Irh Mailing Address: ©I Lf — L I 41-6 -,See Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tukwila.wa.us 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** P ILE Co.,+rca c4 o r s Iaoly - (Nit PL - s Company Name: Pk C c h± re ,k.4-0 r� Mailing Address: 12 0 Iy — q y'& PL S Contact Person: E -Mail Address: Contractor Registration Number: 07 * i 1(7 Contact Person: E -Mail Address: Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No.._ Public Works Permit No. Project No. King Co Assessor's Tax No.: 33 9 7 4 ° ° / 3 3 9 7 # c � 8 / 0 Suite Number: New Tenant: ❑ Yes .. No CtL, P),;I eon oh cif 7okr,,l lg L A 1(A , ;Il -• City State State Floor: 98173 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: SO'• FrAU cf. ti f fr. Day Telephone: *I C14 " 7/2 - 2a q 5 L/. 18/7 City E -Mail Address: Fax Number: State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip Day Telephone: Do/c Fax Number: Expiration Date: 1 —3 1-'0 9 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q.\ApplicationsWmms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Zip Page 1 of 6 • Will there be new rack storage? El Yes Number of Parking Stalls Provided: Standard: • • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ � � (.50 Scope of Work (please provide detailed information): r2 1 01 p e +a I , .5 ke4.4I. (A j o 0LS nt ea ft) Existing Building Valuation: $ po0 N.. No If yes, a separate permit and plan submittal will be required. 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: 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: El Sprinklers El 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 ❑ 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\Forms- Applications On Line \3-2006 - 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 Floor r 2n Floor 3r Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • Will there be new rack storage? El Yes Number of Parking Stalls Provided: Standard: • • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ � � (.50 Scope of Work (please provide detailed information): r2 1 01 p e +a I , .5 ke4.4I. (A j o 0LS nt ea ft) Existing Building Valuation: $ po0 N.. No If yes, a separate permit and plan submittal will be required. 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: 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. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: El Sprinklers El 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 ❑ 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\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: a Print Name: 50 f— FrdL u.e n 4 Mailing Address: 1 v y " Li iLt PZ ` S• Date Application Expires: [dui A. I Date Application Accepted: P4I Zt 10ct Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: I 473 Day Telephone: 'a 010 — 7/3 23/5- 7%A,-; I I& t✓✓ . tt i 7 City State Zip Staff Initials: Page 6 of 6 Receipt No.: R08 - 01251 Payee: JOSEPH L. FRAUENHEIM 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.: 3347400815 Permit Number: D08 -202 Address: 12014 44 PL S TUKW Status: PENDING Suite No: Applied Date: 04/21/2008 Applicant: PILE CONTRACTORS Issue Date: Initials: JEM Payment Date: 04/21/2008 12:18 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5797 135.68 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 99.00 32.18 4.50 Total: $135.68 Payment Amount: $135.68 1394 04/21 9710 TOTAL 135.68 doc: Receiot -06 Printed: 04 -21 -2008 Projec : nze ��� Ds Typ o f Inspection: / Address: )2Olef ` 4 �s Date Called: Special Instructions: / Date Wanted: S —2 — °8 aE p.m. Requester: :576% , 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: f r I>-k\ - r 640-k_ (AT P Inspec or: ° k Dater r3 1 or El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Proje • ( r Type of I spectipn: , Address: �(4 44 PL S Sate Called: ' Special Instructions: / Date Wanted: a.m. eer Requester: Phone No: 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit OOCY PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Mt IA t.< Ai C c.1 . Inspectdr: Date: k- $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: (Date: t�.. -.2.VAJ . .•, _eiAs_> Ca - Project: . /J Type fi „4°A'i+'1/ �y Address: /26 fV 1 /V s)s $ Date Called: Special Instructions: / Date Wanted: Requester: Phone No: _ _ .246 -7/3 26 5 4, Dog -.2d INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDINGIDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2067431 -3670 Approved per applicable codes. ❑Corrections required prior to approval. COMMENTS: 1 ? A-teer /1 Nip I . L1 e_ r) r J e!' Inspectc0 Date: C: LI $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: _�.,"�l;E�'n' �" �"� .v aar�,g$L,�,a - --rte �� _ e�r "'� _�. •xe•..� ?�a �_ �.� .�1+ COMMENTS: n o / MP10 e/0 r* ei C 1 Li ; ( CAA 6 iZ ft . i) I w.'Yi' E r At- fk\A e - C • 3f. t h o .n f, ,, F S kso N i p Wanted: c` Dff �a p.m. Requester: Phone No: A Project f ,1E ( DAilf4 (AMU ype o Inspection: re — fe,foo fr Ad 1 2 - : � 44 P1 L )jy 1 i Date Date Called: Special Instructions: / Wanted: c` Dff �a p.m. Requester: Phone No: Ode - 2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. losegstsksteRrotel � Approved per applicable codes. Corrections required prior to approval. Inspecybr Date: r 6 Receipt No.: Date: • Project i p : i E to..t 41.4 (--rd/I TYp of Inspection: (te_ d t e. .! u? Li d f ic Address: / Z.v, tA 41 SPI Date Called: Special Instructions: Date Wanted: J1 s__i- -v �� a�.r ,. p.m. Requester: Phone No: Z040 7) - 26031 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IC 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 og -2.o L El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q - .tvT -0 ti Inspect jr` Date: S {SOW &j\ 1 El $58.00 REINSPECTION FEE R QUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: • N SITE P)A/1 r - 0 REVISIONS !le changes shall be made the g de to 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. 0" 83 G3 FILE COPY Permit No. Plan review approval is subject to errors and Approve'• of construction dements does not authorize the violation of any adopted code or ordinance. approved Field Copy and conditions ism. Receipt r) _ wedged: Date: _2 8" 4 4 s 1T� 4. OGA7,o) Ia0 /4 - pL,S. 7'vkw ;10,. wa,. 18 178 owpJE -oE FRAoEN#Er'A o' cJ P/ 80 iJc; /E -3o -og City of Tukwila BUILDING DIVISION 56 SHED Tote. re, ro " /( SCALE 1" = REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 4 208 Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 1 2008 PERMIT CENTER • e1;4 4.;" •ht +0,1 roo f- YS'4 F n-e ecicd EXISIING- x18 , Re nn evt 3 . NeP lm-c4... 'axp O r� Rtp1„c�. 5 / 4.40 - + . -�'c. I+ g. - Ens4cJf M e- +al F_X ISTINU- SHED XISTI aX00 " 5C TO 6E RERooF RECEIVED CITY OF TUKWILA APR 21 2008 PERMIT CENTER a9 SCALE 1 = 41 T'E L ocAry/DN 12Q14-y4 PL.S, Tux LA) ILL/4 JA, el* 176 pWNERs Z OE FRAvrolEIM a.,,41 PAIL Bowoivcsac f REVIEWED FOR APPROVED _..._ ________ ..__...R_._._.___.__.._______ _____________ ___ _._._..- _...__.- ___M_ APR 2 A 2009 City Of Tukwila BUILDING DIVISIQL • e1;4 4.;" •ht +0,1 roo f- YS'4 F n-e ecicd EXISIING- x18 , Re nn evt 3 . NeP lm-c4... 'axp O r� Rtp1„c�. 5 / 4.40 - + . -�'c. I+ g. - Ens4cJf M e- +al F_X ISTINU- SHED XISTI aX00 " 5C TO 6E RERooF RECEIVED CITY OF TUKWILA APR 21 2008 PERMIT CENTER a9 SCALE 1 = 41 T'E L ocAry/DN 12Q14-y4 PL.S, Tux LA) ILL/4 JA, el* 176 pWNERs Z OE FRAvrolEIM a.,,41 PAIL Bowoivcsac Engineered Salutions in Metal SECTION 07410 METAL ROOF AND WALL PANELS Display hidden notes to specifier. (Don't know how? Click PART 1 GENERAL 1.1 SECTION INCLUDES A. Prefinished prefabricated nonstructural wall, mansard, fascia and soffit panels providing cladding protection of a weather barrier substrate. 1.2 RELATED SECTIONS A. Section 05120 - Structural Steel: Tolerances for primary and secondary building structure supporting framework. Section 05300 - Structural Metal Roof and Floor Decking: Roof decking material and installation. Section 05400 Section 06100 Section 06125 Section 07210 decks. Section 07620 Section 07710 provisions. I. Section 07900 1.3 REFERENCES A. AWS Structural Welding Code D1.1 - Structural Welding Code, Steel. B. AWS Structural Welding Code D1.3 - Structural Welding Code, Sheet Steel. C. American Iron and Steel Institute (AISI) - Specification for the Design of Cold- Formed Steel Structural Members. D. American Society for Testing and Materials (ASTM) A446 - Steel sheet, zinc coated (galvanized) by the hot -dip process, structural (physical) quality. B. C. D. E. F. G. H. it No. C - Structural Steel Stud Framing: Exterior wall framing. - Rough Carpentry: Blocking and miscellaneous framing. - Wood Decking: Wood deck material and installation. - Building Insulation: Rigid insulation at insulated walls and roof - Sheet Metal Flashing and Trim: Installation requirements. - Gutters and Downspouts: Roof edge coordination and attachment - Joint Sealants: Installation requirements. F E COPY ' r '.i ; ,- ODE c oMPL rANE APP ROVE CE APR 2 4 008 RECEIVED CITY OF TUKWILA APR 212008 PERMIT CENTER E. American Society for Testing and Materials (ASTM) A653 - Standard Specification for Steel Sheet, Zinc - Coated (Galvanized) or Zinc -Iron Alloy- Coated (Galvannealed) by the Hot -Dip Process. F. American Society for Testing and Materials (ASTM) A792 - Standard Specification for Steel Sheet, 55 percent Aluminum -Zinc Alloy- Coated by the Hot -Dip Process. G. American Society for Testing and Materials (ASTM) B209 - Standard Specification for Aluminum and Aluminum -Alloy Sheet and Plate. H. American Society for Testing and Materials (ASTM) D523 - Standard Test Method for Specular Gloss. I. American Society for Testing and Materials (ASTM) D659 - Standard Guide for Testing Industrial Water - Reducible Coatings. J. American Society for Testing and Materials (ASTM) D822 - Standard Practice for Filtered Open -Flame Carbon -Arc Exposures of Paint and Related Coatings. K. American Society for Testing and Materials (ASTM) D2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates. L. American Society for Testing and Materials ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials. M. American Society for Testing and Materials (ASTM) E283 - Standard Test Method for Rate of Air Leakage Through Exterior Curtain Walls, and Doors. N. American Society for Testing and Materials (ASTM) E331 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. O. American Society for Testing and Materials (ASTM) E1592 - Standard Test Method for the Structural Performance of Sheet Metal Roofing and Siding Systems by Uniform Static Air Pressure Difference. P. American Society for Testing and Materials (ASTM) E1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference Q. American Society for Testing and Materials (ASTM) E1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems. R. American Architectural Manufacturer's Association (AAMA) 605.2 - Voluntary Specification for High Performance Organic Coatings. S. National Roofing Contractors Association (NRCA) - Roofing Manual. T. Sheet Metal and Air Conditioning Contractors National Association, 1 nc. (SMACNA) - Architectural Sheet Metal Manual. U. Underwriters Laboratories (UL) - Building Materials Directory. 1.4 ROOFING SYSTEM REQUIREMENTS A. Uplift Requirements: 1. Design wind uplift load capacity of panel system capable of resisting the 07410 -2 1.5 SUBMITTALS 1.6 QUALITY ASSURANCE negative uplift pressure as follows: a. Provide UL rated roofing system that has been tested in accordance with ASTM E 1592 wind uplift test procedure. B. Thermal Movements: Provide sheet metal roofing that allows for thermal movements resulting from 200 degrees F (93 degrees C) material surfaces range without permanent buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. 1. Provide clips that resist rotation and avoid shear stress as a result of sheet metal roofing thermal movements. 2. Provide slip critical details that prevent tension build -up. C. Locate snowguards as shown on the contract drawings. When using standing seam roof panels, attach each snowguard to the roof without penetrating the roof panel or restricting the panel's thermal movement. The roof panel attachment to the structure shall be calculated in accordance with the roof panel manufacturer's recommendations and be adequate to resist the forces parallel to the roof slope induced by a snow load as required by code and as required by the Architect. A. Submit under provisions of Section 01300. B. [ Product Data ]: Manufacturer's data sheets on each product to be used, including: 1. Data substantiating materials comply with requirements. 2. Detailed specification of construction and fabrication. 3. Manufacturer's installation instructions. 4. Certified test reports indicating compliance with performance requirements specified herein and as follows: a. Certification by the manufacturer that the roofing assembly is listed by UL for the wind uplift rating specified with relevant construction number indicated. 5. Certification by the manufacturer that roofing assembly has been tested in accordance with ASTM E1592. 6. Clip fastener pull -out tests. 7. Concentrated load test data certifying compliance with specified performance requirements. 8. Preparation instructions and recommendations. 9. Storage and handling requirements and recommendations. 10. Installation methods. C. Shop Drawings: Indicate dimensions, description of materials and finishes, general construction, specific modifications, component connections, anchorage methods, hardware, and installation procedures, plus the following specific requirements. 1. Indicate material profile, jointing pattern, jointing details, fastening methods, and installation details. D. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. E. Verification Samples: For each finish product specified, two samples, minimum size 2 -1/2 by 3 -1/2 inches (63 by 87 mm) square or 10 by 10 inches (254 by 254 mm)representing actual product, color, and patterns. 07410 -3 A. Manufacturer Qualifications: 1. Manufacturer shall have a minimum of 10 years experience supplying metal roofing /siding to the region where the work is to be done. B. Installer Qualifications: 1. Acceptable to, licensed or certified by manufacturer. 2. Not less than 5 years experience with systems. 3. Successfully completed not less than 5 comparable scale projects using this system. C. Regulatory Requirements: 1. Comply with local Building Code requirements if more restrictive than those specified. D. Mock -Up: Provide a mock -up for evaluation of surface preparation techniques and application workmanship. 1. Finish areas designated by Architect. 2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. 3. Refinish mock -up area as required to produce acceptable work. 1.7 DELIVERY, STORAGE, AND HANDLING A. Protect against damage and discoloration. B. Handle panels with non - marring slings. C. Do not bend panels. D. Store panels above ground, with one end elevated for drainage. E. Protect panels against standing water and condensation between adjacent surfaces. F. If panels become wet, immediately separate sheets, wipe dry with clean cloth, and allow to air dry. G. Remove any strippable film coating prior to installation and do not allow it to remain on the panels in extreme cold, heat or in direct sunlight. H. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.9 WARRANTY A. Manufacturer /installer shall stand behind installed system for the periods described herein, starting from Date of Substantial Completion against all the conditions indicated below. When notified in writing from Owner, Manufacturer /installer shall, promptly and without inconvenience and cost to Owner, correct said deficiencies. 1. Standard Material Warranty: a. 20 years from date of Substantial Completion on coil coated material. b. Finish coating shall not peel, blister, chip, crack or check in finish, and 07410 -4 shall not chalk in excess of 7 numerical ratings when measured in accordance with ASTM D659. c. Finish coating shall not change color or fade in excess of 5 NBS units as determined by ASTM D2244 and ASTM D822. 2. Standard 20 -Year Warranties: Warrant roof panels, flashings, sealants, fasteners and accessories against defective materials and /or workmanship, to remain watertight and weatherproof with normal usage following Project Substantial Completion date for the period stated below: 1) Concealed fastener roof warranty, 2 years. 2) Weathertight Side Joint Only 20 -Year Prorated Warranty: Design Span, Design Span HP, Zip -Rib, Klip Rib, Multilok -24, Select Seam Narrow Batten, Snap -Seam Span -Lok, Spanseam, and Cap -Seam. Side joint only warranties cover the weathertight integrity of the panel side joint only. This coverage is for water infiltration due to panel seam failure. Review the actual side joint weathertightness warrant for additional inclusion and exclusions. 3) Weathertight Full System (Prorated) 20 -Year Warranty: Design Span, Design Span HP, Zip -Rib, Klip Rib, Multilok -24, Select Seam Narrow Batten, Snap -Seam, Span -Lok, Spanseam, and Cap -Seam. Side joint only warranties cover the weathertight integrity of the panel side joint only. This coverage is for full system warranties for the weathertight integrity of the roof panels and all fleshings. The entire roof system provided by ASC Profiles is included in this warranty. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: AEP Span - California; 10905 Beech Avenue, Fontana, CA 92337. Toll Free Tel: (800) 272 -2466. Tel: (800) 400 -3867 Fax: (909)823 -2625 ASD. Email: info(c�aepspan.com. Web: www.aepspan.com. B. Acceptable Manufacturer: AEP Span, which is located at: 5100 E. Grand Ave. P.O. Box 150449 ; Dallas, TX 75223; Toll Free Tel: 800 - 527 -2503; Tel: 214 - 827 -1740; Fax: 214 - 828 -1394; Email: request info; Web: www.aepspan.com C. Acceptable Manufacturer: AEP Span - North Carolina 1140 West Mountain Street, Kemersville, NC 27284. Toll Free Tel: (800) 800 - 527 -2503. Fax: (214) 828 -1394 ASD. E -mail: info(aaepspan.com. Web: www.aepspan.com. D. Acceptable Manufacturer: AEP Span - Washington 2141 Milwaukee Way, Tacoma, WA 98421. Toll Free Tel: (800) 733 -4955. Tel : (800) 447 -2744 Fax: (253) 272 -0791 ASD. Email: info(caepspan.com. Web: www.aepspan.com. 2.2 PRODUCTS A. Acceptable Product: Exposed fastener profile panels as manufactured by AEP Span. 1. HR -36 Roof and Wall. Wall, fascia and mansard only. a. Net coverage 36 inches (914 mm), rib depth 1 -1/2 inches (38 mm) at 7.2 inches (183 mm) o.c. 2.3 FABRICATION FOR SHEET METAL ROOFING A. All steel to be correctively leveled and handled to minimize stress and waviness of 07410 -5 sheet steel. B. Form and fabricate sheets, seams, strips, clips, valleys, ridges, edge treatments, integral fleshings, and other components of the metal roofing to the profiles, patterns, and drainage arrangements as determined by Architect, to provide permanent leakproof construction, with no oil canning or panel distortion. 1. Fabricate panels in full lengths with no end laps. 2. Fabricate exposed items of prefinished sheet metal, color to match panels. 3. Hem exposed edges on underside 1/2 inch (12 mm) miter and seam corners. 4. Provide for thermal expansion and contraction of the Work. 5. Seal joints to achieve leakproof construction per manufacturer's detail. C. Provide factory eave notch for eave termination (to be utilized with joggle cleat detail). D. Provide panning of panel ends is required at ridge and headwall conditions for Zip Rib installation. E. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. F. Unless otherwise shown on drawings or specified herein, panels shall be full length. Fabricate fleshings and accessories in longest practical lengths. G. Roofing panels shall be factory formed. Field formed panels are not acceptable. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. 1. Inspect installed work of other trades and verify that work required is complete. 2. Verify that installation will be made in accordance with approved shop drawings and manufacturer's instructions. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Roof deck substrate specified in Section 06100. 1. Solid 5/8 inch (16 mm) minimum thickness plywood substrate. a. Provide one layer of felt with horizontal overlaps and end laps staggered between layers. b. Lay parallel to ridgeline with 2 1/2 inches (64 mm) horizontal laps and 6 inches (152 mm) vertical laps. c. Start application at low point; work up roof laying plies in shingle fashion. 2. Insulated metal deck with 5/8 inch (16 mm) minimum thickness nailable substrate. B. Clean surfaces thoroughly prior to installation. C. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION 07410 -6 A. Install in accordance with manufacturer's instructions. 1. Follow roof panel manufacturer's directions. 2. Lap panels away from prevailing wind direction. 3. Do not stretch or compress panel side -laps. 4. Secure panels without warp or deflection. 5. Clean and dry surfaces prior to applying sealant. 6. Exposed fasteners are not allowed, except to fasten flashings, at fixed points, or as indicated on Drawings. B. Cutting and Fitting: 1. Neat, square and true. Torch cutting is prohibited where cut is exposed to final view. 2. Openings 6 inches (153 mm) and larger in any direction: Shop fabricate and reinforce to maintain original load capacity. 3. Where necessary to saw -cut panels, debur cut edges. C. Flashing: 1. Follow manufacturer's directions and architect approved Shop Drawings. 2. Overlap roof panels at least 6 inches (153 mm). 3. Install flashings to allow for thermal movement. 4. Remove strippable protective film, if used, immediately preceding flashing installation. D. Batten Seam System: 1. Anchor securely in place using clips and fasteners spaced in accordance with manufacturer's recommendations for design wind load criteria. 2. Make end cuts and install sealant and flashings to achieve weathertight installation. E. Standing Seam System: 1. Anchor securely in place using clips and fasteners spaced in accordance with manufacturer's recommendations for design wind load criteria. 2. Fully seat adjacent panels to achieve continuous engagement of standing seam joint. F. Profile Panels: 1. Follow roof panel manufacturer's directions. 2. Install panel seams vertically or horizontally as indicated on drawings. 3. Lap panels away from prevailing wind direction. 4. Do not stretch or compress panel side -laps. 5. Secure panels without warp or deflection. G. Dissimilar Metals: 1. Where sheet metal is in contact with dissimilar metals, execute juncture to facilitate drainage and minimize possibility of galvanic action. 2. At point of contact with dissimilar metal, coat metal with protective paint or tape which can be placed between metals. H. Field apply sealant to penetrations, transitions, and other locations necessary (not batten seam) for airtight, waterproof installation. 3.4 PROTECTION A. Protect installed products until completion of project. 1. Treat, or isolate with protective material, and contacting surfaces of dissimilar materials to prevent electrolytic corrosion. 2. Require workmen who will be walking on Roofing Panels to wear clean, 07410 -7 soft -soled work shoes that will not pick up stones or other abrasive material, which could cause damage or discoloration. 3. Protect work of other trades against damage and discoloration. B. Touch -up, repair or replace damaged products before Substantial Completion. END OF SECTION 07410 -8 ACTIVITY NUMBER: D08 -202 DATE: 04 -21 -08 PROJECT NAME: P111 CONTRACTORS SITE ADDRESS: 12014 44 PL S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: (1 'vision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 •PERMITCOORDCOPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 511 nit, 4 Fire Prevention Structural Incomplete TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Fl DUE DATE: 04-24 -08 Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: Planning Division Permit Coordinator Not Applicable n n DUE DATE: 0522-08 Approved 1 Approved with Conditions I T I Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License PILECI *101LM Licensee Name PILE CONTRACTORS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601255122 Ind. Ins. Account Id Business Type CORPORATION Address 1 375 E SUNSET WAY Address 2 City ISSAQUAH County KING State WA Zip 98027 Phone 4255578628 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/14/1990 Expiration Date 10/1/2008 Suspend Date Separation Date Parent Company Previous License BONONC*103C2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BONONCINI, PHILIP M 01/01/1980 FRAUENHEIM, JOSEPH L 01/01/1980 Look Up a Contractor, Elect an or Plumber License Detail 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. Bond Information Bond #3 Bond Company Name THE OHIO CASUALTY INS CO Bond Account Number 2917488 Effective Date 09/03/2001 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 10/01/2001 Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PILECI* 101 LM 04/30/2008