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Permit D11-344 - PAPE - ROOF
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D1 1-344 1290048 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 73 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. PAPS REROOF 12900 48 AV S Dl 1 -344 City olkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0004800005 Address: 12900 48 AV S TUKW Suite No: Project Name: PAPE DEVELOPMENT PERMIT Permit Number: D11 -344 Issue Date: 11/03/2011 Permit Expires On: 05/01/2012 Owner: Name: STRANDER FAMILY L L C II Address: PO BOX 88636 , TUKWILA WA 98138 Contact Person: Name: SARAH VALLUZZI Address: 1110 112 AV NE, SUITE 500 , BELLEVIIE WA 98004 Contractor: Name: GRAHAM CONTRACTING LTD Address: 9709 THIRD AVE NE SUITE 208 , SEATTLE WA 98115 Contractor License No: GRAHACLO8OPH Phone: 425 - 463 -1623 Phone: 206 - 729 -8844 Expiration Date: 10/08/2013 DESCRIPTION OF WORK: WORK INCLUDES RECOVERING OF AN EXISTING ROOF TO REMAIN Value of Construction: $39,500.00 Fees Collected: $1,337.95 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -344 Printed: 11 -03 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Date: ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not p -s - e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Print Name: �GYL- Date: (/ /3 /2° 1/ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 5: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 6: 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 doc: IBC -7/10 D11-344 Printed: 11 -03 -2011 Building Official from requiring the correcti. errors in the construction documents and data. doc: IBC -7/10 D11-344 Printed: 11 -03 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. "0 ` 1 <61141 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (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 ** SITE LOCATION King Co Assessor's Tax No.: 000480-0005 Floor: Site Address: 12900 48 t h Ave S Suite Number. Tenant Name?ape D • W. , Inc. dba Ditch Witch Northwest ew Tenant: Property Owners Name: Stander Family LLC I I Mailing Address: P . 0 . Box 140 Kent, City ® Yes ❑..No WA 98035 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Sarah Valluzzi Mailing Address: 1110 112th Ave NE, Suite 500 Day Telephone: 425 .4 6 3.16 2 3 Bellevue, WA 98004 E -Mail Address: sarah.valluzzi@mulvannyg2.com City Store Fax Number: 425.462.2076 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Graham Construction Ltd Mailing Address: 9709 Third Ave NE, Suite 300 Seattle, WA 98115 Contact Person: Karl Pauly E -Mail Address: karlp@grahamus.com Contractor Registration Number: GRAHACL 0 8 0 PH City t "Lip Day Telephone: 206.72'2'9.8844 Fax Number. 206.729.8845 Expiration Date: October 8, 2013 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: MulvannyG2 Architecture Mailing Address: 1110 112th Ave NE, Suite 500 Bellevue, WA 98004 Contact Person: Russell H Hazzard E -Mail Address: russ.hazzard@mulvannyg2.com City State Lip Day Telephone: 425 .4 6 3. 2 0 0 0 Fax Number. 425.463.2002 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Engineers Northwest, Inc. Mailing Address: 6869 Woodlawn Ave NE, Suite 205 Seattle, WA 98115 Contact Person: Allen Tucker E -Mail Address: allent@engineersnw.com H:VvitlicatwnsWFmms- Applicaaom On Linc12010 Applicnnaul7.2010 - Pcmdt Applicatioo.doc Revised: 7 -2010 hh City State Day Telephone: 206 . 5 2 5. 7 5 6 0 Fax Number: Zip 206.522.6698 Page l of 6 • BUILDING PERMIT INFORMATION — 206-431 -3670 Valuation of Project (contractor's bid price): $ 39,500 Scope of Work (please provide detailed information): Work includes recovering of an existing roof to remain. Existing Building Valuation: $ 325,100 Will there be new rack storage? ❑ Yes 0.. 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS; ❑ Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ® Yes ❑ No /j "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 (Submitted with Building Permit Application) ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HMpplicattonslFonns•Appbeetions On Linek2010 ApplicatiauV•2010 • Pe,nul Appliention.doc Raised 7.2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per BC !"Floor 5,887 sf V -B B & F -1 2°d Floor 958 s f V-B B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS; ❑ Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ® Yes ❑ No /j "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 (Submitted with Building Permit Application) ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HMpplicattonslFonns•Appbeetions On Linek2010 ApplicatiauV•2010 • Pe,nul Appliention.doc Raised 7.2010 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 .i.e demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERT ' THAT I HAVE READ AND ` ' ' THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P '1 URY BY THE LAWS OF THE ST OF W SHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER-OR AU HORIZED AGE Signature: Print Name: 1/ Q 7 Day Telephone: Z 0 Mailing Address: "( —7 0 L I A- City t ` State 9 it Zip IDate Application Accepted: I AN Date Application Expires: � ( 9_ r 1 Stab Initials: H:Vlppbcwion Forms- Applications On Linc12010 AppbcaamnaV -2010 - Penntl Appl ntion.doc Reued: 7.2010 bb Page 6 of 6 • 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.TukwilaWA.gov Parcel No.: 0004800005 Address: 12900 48 AV S TUKW Suite No: Applicant: PAPE RECEIPT Permit Number: D11-344 Status: APPROVED Applied Date: 10/19/2011 Issue Date: Receipt No.: R11 -02398 Initials: User ID: JEM 1165 Payment Amount: $812.65 Payment Date: 11/03/2011 12:48 PM Balance: $0.00 Payee: GRAHAM CONTRACTING LTD. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 000134 812.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 808.15 640.237.114 4.50 Total: $812.65 doc: Receiot -06 Printed: 11 -03 -2011 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.TukwilaWA.gov Parcel No.: 0004800005 Address: 12900 48 AV S TUKW Suite No: Applicant: PAPE RECEIPT Permit Number: D11 -344 Status: PENDING Applied Date: 10/19/2011 Issue Date: Receipt No.: R11 -02289 Initials: User ID: WER 1655 Payment Amount: $525.30 Payment Date: 10/19/2011 03:31 PM Balance: $812.65 Payee: GRAHAM CONTRACTING LTD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 000130 525.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 525.30 Total: $525.30 doc: Receiot -06 Printed: 10 -19 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 le- (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 • Proje Type o..p.1 , o� per ` Of 46 Ad IreZe) D ® 41(1'44 Date Called: Special Instructions: P Date Wanted:. ! ..a;. 2, — / c.% -if p.m. Requester: Phone : (.* - 7 n -3243 Approved per applicable codes. aCorrections required prior to approval. �r' COMMENTS: Inspector: IDate:1 Z f ❑ REINSPECTION FEE REQUIRED. Pfior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suit a 100. Call to schedule reinspection. • 3 INSPECTION RECORD ` Retain a copy with permit D 11, -340\ INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje _ ' ' ;. Type of Inspection: 1.� F;iaL. ,A6 Address: ..11 0 � , 9 g—Av Date Called: �' Special Instructions: Date Wanted :. „a.m,. _ ( — ( 2 _ 1 S ' ( i p.m. Requester: Phone 2 oc -59( -334 aApproved per applicable codes. orrections required prior to approval. COMMENTS: :T.-1D .,( - n;r) Nd'r o /, Are A LkiAf1' /,r 111.--_, A r g.pafr 4 l »A-'J •x -r .' \ e}L at ;See i- -11. PIA W:1( (.c /, 4 J e (C d.,rj , / e .fit ti \ (-) r itc, J F uJ A—tt v i Inspes tor: Date: I?_ 's - f( ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fts-, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 4 f i - ?44 Project: C. Type p> lnsctiop: n V ; f P Al rj Address: f} Date Called: i t('/, Special Instructions: . Date Wanted: _ { i .. P I Requester: I 0 e J (4 Phone No: '. ElApproved per applicable codes. Corrections required prior to approval. 11 COMMENTS: i t('/, 6-L3,0 J i MA A (A,) f1,.. ( f G A ' p (f ` r1 A. I 0 e J (4 — A II . Insp( tor: 1/ Date:1 (Z. LI REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD etain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 le Project: P4 f Type of Inspection: PRi - /? /?o "fc" Address: ,29o' Ng 4v 0 Date Called: Special.lnstructions: Date Wanted: i a.m.. Requester: /6? /e/e Phone No: .,20Ci s7/ -3_3V7 ..'414,1A......, Approved per applicable codes. E Corrections required prior to approval. COMMENTS: EINSPECTION FEEFEQUIRED. Prior o next inspection. fee must be paid at 6300 Southce ter Blvd.. Suit 00. Call to schedule reinspection. AXIOM CONSTRUCTION & CONSULTING L.L.C. 12/9/11 Axiom Construction and Consulting L.L.C. herby guarantees a workmanship warranty for the Pape Tenant Improvement located at 12900 48th Ave. 5 Tukwila, WA 98168. This warranty covers the sections of: Sheet metal Roofing and Sheet Metal Siding, and Sheet metal Flashing and Trim. Axiom Construction and Consulting L.L.C. agrees to repair or replace work which leaks water, or where applicable, air or deteriorates excessively, including color failure, or otherwise fails to perform as watertight and, where appropriate, airtight flashing, for a period of two (2) years from the date of substantial completion. This warranty is limited to the following: 1) Only to new work installed by Axiom Construction & Consulting L.L.C. 2) Axiom Construction and Consulting L.L.C. shall be noticed within 5 days of problem arising and be given first chance to fix the problem at hand This warranty does not apply to the following: 1) Accidents or abuse by others 2) Modifications, alterations, and repairs done by others 3) Acts of God Axiom Construction and Consulting L.L.C. 204 Hawley Street Lynden WA 98264 p. 360.354.1184 f. 360.318.9526 Contractor's License # AXIOMCC921KR Tim Koetje /Owner Contractor Authorized Signature Axiom Construction & Consulting L.L.C. Graham Contracting FILE COPY PAPE PROPERTIES, INC. 1 RE -ROOF 12900 48TH AVENUE SOUTH TUKWILA, WA 98168 Roof Narrative: Work includes recovering of entire existing roof to remain. Existing roof consists of metal panels with insulation below on a metal building structure. Existing roof assembly to remain intact. New roof is to be AEP Span 'Span -Lok' metal panel roof system. Details provided on drawing set. Manufacturer's specifications, product information, and installation guide provided for further information. REVIEWED FOR E CODE COMPLIANCE OCT 2 7 2011 City of Tukwila BUILDING DIVISION b111- 3144 p RECEIVED OCT 18 2011 TCENTER AEP Span - Architectural Roof Products - Span -Lok, Span -Lok hp and SpanSeam - Produ... Page 1 of 2 414 S AN A BlueScape Steel Company About AEP Span P,vduct Gallery O Architecture( Roof and Wall Products Box Rib Wall Design Span @hp HR -36@ Roof & Wall Klip -Rib@ Mini -V -Beam Nu -Wave@ Corrugated Prestige Series@ Reversed Box Rib Roof & Wall Reversed HR-36® Wall Select Seam@ Span -Lok hp, Curved Span -Lok, & SpanSeam Span -Lok hp (High Wind) Trims & Flashings Miscellaneous Details & Sealants Cominetciet and Industrial Building Products Green Building Paint Systems and WeathertIght W arrantfes News Contact Us FILE COPY Permit No. Architectural Roof and Wall Products Span -Lok hp, Curved Span -Lok, & SpanSeam Span -Lok hp, Curved Span -Lok, & SpanSeam are performance -rated architectural standing seam metal roof systems. This mechanically seamed 2" high rib, provides aesthetic appeal and weathertightness and can be used in a wide variety of new construction or retrofit applications. :: PRODUCT SPECIFICATIONS :: FEATURES / BENEFITS :: COLORS AND WARRANTIES :: AUTOCAD /PDF DETAILS PRODUCT SPECIFICATIONS L J Re•ww Span -Lok nn Fa teb o!+k Seatgbs) Available Offering: Span -Lok hp: 12 ", 16" Curved Spanlok: 16" SpanSeam: 16" Product Guide /Load Table@ (pdf) Guide Specifications (pdf) (dos) Details and Installation Guide Book (pdf) FEATURES / BENEFITS • Wind uplift tested in accordance with UL580 and ASTM E1592. • Meets UL 90 wind uplift requirements (purlin not to exceed 5' -0" o.c.). • Span-Lok hp is Factory Mutual class 1 -75 (5' span) and Class 1 -120 (2 -6" span) approved. • Span -Lok hp has an additional bend on the female panel leg which increases its ASTM E1592 wind uplift performance to over 220psf allowable (design) loads. • Can be installed on pitches as low as 1/4 ":12" • Has been tested for air infiltration per ASTM E1680, and water infiltration per ASTM E1646, and E2140. • 16" Span -Lok available machine curved (factory or field) for radiused applications. • Can be installed over spaced supports or solid substrates. • Factory applied sealant is standard (except curved panels). • For end laps, factory swaged panels are available. • Long length panels can be manufactured on -site. • Factory notching available for turn under at the eave. Notch provides a clean detail and reduction in labor. • Two piece, self centering clips, allow for expansion and contraction of panels. • Choose from subtle striations, two pencil ribs or a clean flat -pan between ribs dependin( on aesthetic requirements. • Available in the DuraTech®5000 and DuraTech @mx cool - technology coating systems. • Note: Please contact your AEP Span representative for actual product offering and availability. The features noted above differ by manufacuring location and product combinations. • Manufactured in Fontana, CA and Tacoma, WA. • Also available in .032" and .040" aluminum. • Weathertight warranty available. Minimum slope required. Contact AEP Span representative for more information. (Roof application ONLY) COLORS AND WARRANTIES • Color Palett@ • DuraTech® 5000 (pdf) • DuraTech® mx (pdf) • Zincalume@ PIuS (pdf) http: / /www.aepspan.co roof /prodDetail6258. tml ?id =21 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVE OCT 18 2011 PERMIT CENTER 10/19/2011 AEP Span - Architectural Roof Products - Span -Lok, Span -Lok hp and SpanSeam - Produ... Page 2 of 2 C •.i.... • • Standard Side Seam (pdf) • Standard Full System (pdf) AUTOCAD /PDF DETAILS Span Lok HP $pan Lok SoanSeam < Back to COP v ' X . http://www.aepspan.com/roof/prodDetail6258.html?id=21. 10/19/2011 Span -LokTM hp, Curved Span -Loki; & SpanSeam L, ^ AEP SPAN Featuring Zincalume® For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. Span -Lok hp; Curved Span -Lok, & SpanSeam are performance -rated architectural standing 'seam metal roof systems.• The mechanically seamed 2" high rib, provides aesthetic appeal:::, and weather tightness that can be used in a wide variety of new construction or retrofit applications. features 1 benefits • Tested in accordance with UL580 and ASTM E1592. • Meets UL 90 wind uplift requirements (purlin not to exceed 5' -0" o.c.).* • Span -Lok hp is Factory Mutual class 1 -75 (5' span) and class 1 -120 (21/2' span) approved.* • Span -Lok hp has an additional bend on female rib which increases uplift performance. • Can be installed on pitches as low as 1/4 ":12" • Has been tested for air infiltration per ASTM E1680, and water infiltration per ASTM E1646 and ASTM E2140. • Span -Lok available machine curved (factory or field) for radiused applications.* • Can be installed over spaced supports or solid substrates. • Factory applied sealant is standard (except curved panels). • Factory swaged end laps available.* • Available field formed by AEP Span in continuous long lengths. A BlueScope Steel Company �— 16" and 12" Coverage Span -Lok hp 16" Coverage Curved Span -Lok & SpanSeam Span -Lok hp 90° Seam Curved Span -Lok 90° Seam rl SpanSeam I 180° Seam 1 Span;: Lok hp, Curved Span -Lok, & SpanSeam Section Properties •- (in3 /ft) 9i-1q ve,��y¢�rn;.f -r: ^{ "Yr ^ y+' i'P' ( v - .t �:• z n;; ++�... w 16" �• *24', !' „�,;1�.35.:;�„ �•U.L�,81;5�,�, `�0;1;1:32� :0.0665• ,__, :0.1485• ,�0:0935 24 1:49•5 '0 2220 F '0.7449 •' 0.0884 1:88 - 0.2918 0'.1937 0.1242 NOTE: The hybrid positive moment of inertia, I, presented for determining deflection is: (21E „�1Ve + IG,0j /3 • Factory notching available for turn under at the eave. Notch provides a clean detail and reduction in labor. • Two piece, self centering clips, allow for expansion and contraction of panels. • Choose from subtle striations, two pencil ribs or a clean flat -pan between ribs depending on aesthetic requirements. • Available in the DuraTech 65000 or DuraTech mx coating systems. Also available as special order in aluminum. NOTE: * Only applies to 16” panel. Please contact your AEP Span representative for more details. :Tacoma WA & Fontana CA `y( 1 Phone: 800-733-4955 ax 253272 =0791, _ www.aepspan:com ... i � .fir, .. •. Span -LokTM hp, Curved Span -Loki; & SpanSeam L,► ^ ff; sP�N 16" Width Span -Lok hp, Curved Span -Lok, & SpanSeam Gage 24 Span SS Cond. Allowable Inward Loads (Ibs /ft2) per Span (ft.-in.) 1 -0 D 2 -0 D 3-0 5.0 f 2263 1006 565 362 251 184 141 111 90 L1180 DS 1329 590 332 212 147 108 83 65 53 U180 TS 1661 738 415 265 184 135 103 82 66 L/180 22 SS 2970 1320 742 475 330 242 185 146 118 11180 DS 1869 830 467 299 207 152 116 92 74 U180 TS 2336 1038 584 373 259 190 146 115 93 U180 - Allowable Outward Loads (Ibslft2) per Span (ft. -in.) 189.9 177.0 163.2 148.5 132.8 116.2 98.7 80.3 249.1 219.2 191.7 166.7 144.1 124.1 106.6 91.5 LOADING TABLE LEGEND f - Load limited by flexural bending stress L - Span (Inches) LJ180 - Load limited by a deflection of 1/180 of the span w - Distributed load w 11111111111111 SS- Single span � L LP ►� w Inward DS- Double span pan 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 14 L L Loads ►ai ■] w TS- Triple span 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 L-- L ]4- i14-L --4]. --►j Outward w 'ft 1 1 1 1 1 1 1 1 1 1 1 1 Loads L J4 ►j A BlueScope Steel Company 12" Width Span -Lok hp Gage 24 Span SS Cond. 1 -0 Allowable Inward Loads (Ibs /ft2) per Span (ft: in.) III 2.0 2898 1288 724 463 3 -0 3-6 322 4 -0 236 181 4-6 5-0 143 115 L/180 DS 1768 785 442 282 196 144 110 87 70 U180 TS 2210 982 552 353 245 180 138 109 U180 3874 1721 619 430 316 242 191 154 U180 DS TS U180' 2484 1104 621 397 276 202 155 122 3105 1380 776 496 345 253 194 153 124 11180 - Allowable Outward Loads (Ibslft2) per Span (ft. -in.) Gage 1 -0 1-6 24 22 226.9 208.5 226.9 208.5 2-0 2 -6 3 -0 3 -6 4-0 5-0 1901 171.7 190.1 171.7 153.2 134.8 116.3 97.8 153.2 134.8 116.3 97.8 79.3 79.3 NOTES: • Top values based on allowable stress. Bottom values based on allowable deflection of L/180. • "-" denotes that the allowable deflection is limited by the allowable flexural bending stress. • Steel conforms to ASTM A792 (Zincalume) with 50,000 psi minimum yield. • Values are based on the American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual" (2007 Edition). Specifications subject to change without notice. Tacoma, WA & Fontana, CA Phone: 800 - 733 -4955 Fax: 253 - 272 -0791 www.aepspan.com ©2011 ASC Profiles, Inc. - A BlueScope Steel Company. All rights reserved. April 2011 Printed in USA (PS206) Span-LokTM RA Curved Span- LokTM, & SpanSeam A P ��LE COPY SPAN A BlueScope Steel Company MANUFACTURER • AEP SPAN www.aepspan.com • infoaaepspan.com 800 - 733 -4955 • nn..% Span -Lok hp, Curved Span -Lok, & SpanSeam are performance -rated architectural standing seam metal roof systems. The mechanically seamed rib provides aesthetic appeal and weather tightness, for a roofing system that can be used in a wide variety of new construction or retrofit applications. The system may be installed to span between supports or over solid substrates. This Guide Specification is to be used to develop an office master specification or specifications for a project. Edit this guide specification to meet project requirements. Coordinate with other specification sections as required. Document Coordination: Select framing, substrate, insulation, underlayment, flashing, trim, and clips, and indicate in Drawings; details are available on AEP Span's web site. For projects using several profiles or finishes, schedule panels in this section or in Drawings. Edit "Architect" to reflect the title of the design professional of record. This document is available in word processing format at www.aepspan.com. REVIEWED FOR CODE COMPLIANCE APPROVED SECTION 07 41 13 — METAL ROOF PANELS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Prefinished, prefabricated continuous interlocking field formed seams. OCT 2 7 2011 City of Tukwila BUILDING DIVISION structural standing seam roof system with Edit list of related sections for project requirements. Section numbers and titles are those recommended in CSI MasterFormat; revise numbers and titles to reflect actual sections in Project Manual. B. Related Requirements: 1. Section 05 10 00: Structural Metal Framing. 2. Section 05 40 00: Cold- Formed Metal Framing. 3. Section 05 50 00: Metal Fabrications. 4. Section 07 62 00: Sheet Metal Flashing and Trim 5. Section 07 92 00: Joint Sealants. 1.2 REFERENCES ECEWVE OCT 18 2011 T A. Reference Standards: 1. ASCE 7: Minimum Design Loads for Buildings and Other Structures. 2. ASTM A653: Steel Sheet, Zinc Coated (Galvanized) or Zinc Iron AIIoy Coated (Galvannealed) by the Hot Dip Process. 3. ASTM A792: Steel Sheet, 55 % Aluminum Zinc AIIoy Coated by the Hot Dip Process. 4. ASTM C1371: Determination of Emittance of Materials Near Room Temperature Using Portable Emissometers. 5. ASTM C1549: Determination of Solar Reflectance Near Ambient Temperature Using a Portable Solar Reflectometer. 6. ASTM D523: Specular Gloss. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 11 3`i'1 07 41 13 - 1 7. ASTM E1680: R e drAitqLea, kagelTrwough Exterior Metal Roof Panel Systems 8. ASTM E1592: Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Stiatit-teir-flfessure Difference° 9. ASTM E1646: Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference. 10. ASTM E1918: Measuring Solar Reflectance of Horizontal and Low Sloped Surfaces in the Field. 11. ASTM E1980: Calculating Solar Reflectance Index of Horizontal and Low Sloped Opaque Surfaces. 12. ASTM E2140: Weather Penetration of Metal Roof Panel Systems by Static Water Pressure Head. 13. CRRC -1 Method #1: Measuring Solar Reflectance of a Flat, Opaque, and Heterogeneous Surface Using a Portable Solar Reflectometer. 14. FM Approvals Standard 4471: Class 1 Panel Roofs. 15. SMACNA Architectural Sheet Metal Manual. 16. UL 580: Standard for Tests for Uplift Resistance of Roof Assemblies 17. US Environmental Protection Agency: Energy Star Reflective Roof Products 18. US Green Building Council (USGBC): Leadership in Energy and Environmental Design (LEED) 1.3 SUBMITTALS A. Product Data. B. Shop Drawings: 1. Indicate thickness and dimensions of parts, fastenings and anchoring methods, details and locations of joints, transitions and other provisions necessary for thermal expansion and contraction. 2. Indicate locations of field- and factory- applied sealant. C. Samples: 1. Submit two samples, 12 inches long by full panel width, showing proposed metal thickness and seam profile. 2. Submit standard color samples of metal for Architect's selection. D. Manufacturer Qualifications. E. Installer Qualifications: Submit list of completed projects, with names and contact information for architects and contractors. F. Test Reports: Indicating compliance of products with project requirements. Delete LEED Submittals paragraph and subparagraph below if Recycled Content credit is not required for project. Credit is based on LEED 2009 NC, Schools, and CS rating systems. Span -Lok roof system may support additional credits that do not require LEED submittals demonstrating compliance of metal panels. One such credit is LEED Credit EA Credit 1 - Optimize Energy Performance: cool - pigment finishes reduce heat gain, so may reduce overall building energy use. • G. LEED Submittals: 1. LEED Credit SS 7.2 - Heat Island Effect - Roof: Product data indicating Solar Reflectance Index (SRI) of roof panels. 2. LEED Credit MR 4 - Recycled Content: Product data indicating percentage by weight of post- consumer and post - industrial recycled content for products having recycled content. Include statement indicating costs for each product having recycled content. AEP Span, A Division of ASC Profiles, Inc. Guide Specification METAL ROOF PANELS ± *mss 074113 -2 H. Warranty Documentation. I. Insurance Documentation. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Ten years' experience, minimum, in factory fabrication of metal panels. 2. Manufacturer shall carry $2,000,000 liability insurance, minimum, for metal panel system. B. Installer Qualifications: 1. Three years' experience, minimum, in application of metal roof or wall panels. 2. Five satisfactory projects with metal panel work of similar scope and complexity to Work of this Project. 3. Installer must be approved by manufacturer in writing prior to bid. Approval document must be included with project bid. C. Testing Agency Qualifications: Agency compliant with ISO /IEC Standard 17025, or an accredited independent agency recognized by the International Laboratory Accreditation Cooperation Mutual Recognition Arrangement or ANSI. Generally delete requirement for mock -ups. Two instances where metal panels may be required in mock- ups are shown below; retain applicable requirements and edit to suit Project. D. Mock -Ups: 1. Visual Mock -Up: Construct mock -up, 10 by 10 feet or larger as required to show at least two pattern repeats, and in same orientation as [entrance facade] [facade designated by Architect] <Insert location >. 2. Performance Mock -Up: Construct metal panel system as required for Performance Mock - Up specified in [Section 01 43 39 "Mock- Ups "] < Insert section >. 1.5 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements: 1. Keep panels and accessory items dry. 2. Protect against damage and discoloration. 3. Handle panels with non - marring slings. 4. Support panels to prevent permanent deformation. 5. Store panels above ground, with one end elevated for drainage. 6. Protect panels against standing water and condensation between adjacent surfaces. 7. If panels become wet, immediately separate sheets, wipe dry with clean cloth, and keep sheets separate for air - drying. 8. Painted panels shall be shipped with protective plastic sheeting or a strippable film coating between panels. Remove strippable film coating prior to installation. Do not allow strippable film coating to remain on panels in extreme heat, cold, or direct sunlight or other UV source. 9. Do not allow panels to contact treated lumber. 1.6 WARRANTY For projects less than 1320 feet (1/4 mile) from salt water or industrial or other corrosive applications, consult your AEP Span Representative. A high -build primer of 0.8 -1.2 mils or other coating system may be recommended and warranty developed specifically for job site conditions AEP Span, A Division of ASC Profiles, Inc. Guide Specification METAL ROOF PANELS 0741 13 -3 A. Manufacturer's Warranty: Manufacturer's standard 25 -year performance warranty, stating the following: 1. Architectural fluorocarbon finish: a. Will be free of fading or color change in excess of 5 Hunter delta -E units as determined by ASTM D2244 -02. b. Will not chalk in excess of numerical rating of 8 when measured in accordance with standard procedures specified in ASTM D4214 -98 method D659. c. Will not peel, crack, chip, or delaminate. 2. Metal substrate will not rupture, fail structurally, or perforate. B. Installer's Warranty: Warrant panels, flashings, sealants, fasteners and accessories against defective materials and /or workmanship, covering repairs required to maintain roof panels watertight and weatherproof with normal usage for two years following Project Substantial Completion date. 1. Furnish written warranty, signed by installer. C. Weathertight Performance Warranty: Manufacturer's standard warranty in which manufacturer agrees to repair or replace metal roof panel assemblies that fail to remain weather tight within specified warranty period. 1. Contact AEP Span for Weathertight Warranty information and requirements. PART 2 - PRODUCTS 2.1 SYSTEM DESCRIPTION This guide specification demonstrates how to specify Span -Lok hp, Curved Span -Lok, and SpanSeam by AEP Span. If a competitive specification is required, add additional manufacturers and retain the option in the paragraph below. Select one or more AEP Span profiles according to visual and performance criteria. Both Span -Lok hp and Curved Span -Lok are field- seamed with 90- degree seams; SpanSeam is field seamed with 180 - degree seams. Span -Lok hp is Factory Mutual rated 1 -90 and 1 -120, and is available in both 12 -inch and 16 -inch widths. Curved Span -Lok is machine curved in the factory or the field. For more selection assistance, visit www.aepspan.com. A. Products: Provide [one of ]the following: 1. AEP Span, a Division of ASC Profiles, Inc.; [Span -Lok hp ][Curved Span -Lok] [SpanSeam]. Select one of two options below. If listing multiple manufacturers above, chose first option. If choosing second option, edit section number and title to match actual Division 01 section where substitutions are controlled. B. Substitution Limitations: [Substitutions will not be considered.] [Substitutions will be considered in accordance with Section 01 25 00 "Substitution Procedures ".] C. Performance Criteria AEP Span tests its panels for wind uplift using UL 580 and ASTM E1592. In addition, Span -Lok hp is rated by FM Approvals. AEP Span, A Division of ASC Profiles, Inc. Guide Specification METAL ROOF PANELS 0741 13 -4 Generally, do not specify both performance and panel thickness. If using performance method, consult structural engineer and edit below. For panel thickness method, see wind resistance tables at www.aepspan.com, delete paragraph below, and retain a thickness in "Panel" article. 1. Wind Uplift: [Class 90 per UL 580] [As required by [ASCE 7] <Insert governing code >] < Insert required load >. a. Panel system shall be ASTM E1592 tested under the supervision of an ANSI or ISO /IEC accredited laboratory and the laboratory shall issue the test report. b. Deflection Limits: Withstand wind loads with deflections no greater than [1/180] <Insert ratio> of the span. Retain below if FM Approval rating is a project requirement and if SpanLok hp is specified. Choose the required rating class. 2. FM Rating: [Class 1 -90] [Class 1 -120] according to FM Approvals Standard 4471. 3. Air Infiltration: Tested in accordance with ASTM E1680. a. 0.022 cfm per linear foot of joint at static test pressure differential of 12.00 psf. Coordinate performance requirements with specified panels. Retain paragraph above for Curved Span - Lok and Span -Lok hp. Retain paragraph below for SpanSeam. b. 0.002 cfm per linear foot of joint at static test pressure differential of 12.00 psf. Water Infiltration Under Static Pressure: Tested with sidelap sealant per ASTM E1646. a. No leakage through panel joints at 15.00 psf. Coordinate performance requirements with specified panels. Retain paragraph above for Curved Span - Lok and Span -Lok hp. Retain paragraph below for SpanSeam. b. No leakage through panel joints at 20.00 psf. AEP Span has tested Span -Lok hp and SpanSeam panels for water penetration using ASTM E2140, which is a rigorous evaluation for metal roof panels. Most manufacturers only test water infiltration using ASTM E1646. 5. Water Penetration: No leakage through panel sideseams and endlaps after six hours when tested according to ASTM E2140 at a static water pressure head of 6.00 inches. 6. Thermal Movements: Accommodate thermal movement without buckling, joint opening, overstressing components, failure of connections, or other detrimental effects, through the following temperature changes: a. 120 degrees F, ambient. b. 180 degrees F, material surface. D. Sustainability Characteristics: AEP Span panels, in their standard sheet steel, contain approximately 25.5 percent post- consumer recycled content and 6.8 percent pre- consumer recycled content, for a total 28.9 percent recycled content as calculated for this LEED credit. Higher percentages are available if specified. 1. Recycled Content: [28.9] [50] [75] percent post- consumer recycled content[, calculated according to LEED Credit MR 4]. 2. Energy Performance: If "cool roof' reflective pigments are required, retain one of the three subparagraphs below. Check performance by color: some colors perform better than examples given. a. Provide Energy Star qualified product for slope indicated in Drawings. LEED Credit SS 7.2 is for SRI of 29 or higher for roofing with pitch 2:12 or steeper and SRI of 78 or higher for roofing of lower slope. In subparagraph below, first value is for DuraTech 5000 and DuraTech mx coatings; second value is for DuraTech Dimensional Prints. AEP Span, A Division of ASC Profiles, Inc. Guide Specification METAL ROOF PANELS 0741 13 -5 b. Solar reflective index (SRI): Not less than [29][22] <Insert requirement> per ASTM E1980. c. Reflectance and Emissivity: 1) Solar Reflectance: Not less than [0.25] <Insert requirement> per ASTM test methods C1549 or E1918, or CRRC -1 Method #1. 2) Thermal Emissivity: Not less than [0.75] <lnsert requirement> per ASTM C1371. 3. Shipping Distance: Provide panels manufactured at the following factory: If locally manufactured materials are a project requirement, select factory closer to Project site, a. Fontana, California 92335 b. Tacoma, Washington 98421 If project is subject to Federal Buy American provisions, retain paragraph below. AEP Span products comply with requirement. E. Manufacturing Characteristics: Provide panels complying with provisions of Buy American Act 41 D.S. C 10a - 10d. 2.2 PANELS These products are suitable for slopes as low as 1/4:12. Please consult an AEP Span representative for slope design restrictions. A. Panels: AEP Span, a Division of ASC Profiles, Inc.; Preformed Metal Standing Seam Roofing — Span-Lok hp (SL2HP212, SL2HP216), Curved Span -Lok (SL2C216), SpanSeam (SPS2216), and 1. Material: Steel conforming to ASTM A792. Select gauge according to AEP Span's performance tables, required span, and applicable loads. 24 and 22 gauge panels are standard. a. [24 Gauge][22 Gauge]: Yield strength 50,000 psi; with aluminum -zinc alloy coating conforming to ASTM A792, Class AZ50. If panels are specified by performance, retain subparagraph below and delete subparagraph above. b. Thickness and yield strength as required for performance indicated; with aluminum - zinc alloy coating conforming to ASTM A792, Class AZ50 For projects with multiple profiles or varied combinations of profiles, rib patterns and finishes, show on Drawings. 2. Panel Width and Pattern: [As Scheduled.] Only Span -Lok hp is available 12 inches wide. a. 12 -inch panel width, [flat pan] [with striated pattern]. b. 16 -inch panel width, [flat pan] [with 2 pencil ribs spaced 6 inches on center] [with striated pattern]. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 0741 13 -6 r�i MnfLNIbT ler rom ie- r an-.ar • /e-ell eased Panel leg views - after seaming 1—,/8" 1/2„ Curved Span-Lok rMlt WENN Mr e a.Letilpensaton • *Ward fittandsocry * Note: Dimensions Approximate 3. Panel Seam Height: [2 inches]. * *Dimensions are approximate. SpanSeam If multiple finishes are required, retain applicable finishes. 4. Panel Finish: Provide primer and top finish coat on exposed faces; provide primer and backer coat on concealed faces of panels. Choose one or more of the following exterior finishes. a. b. DuraTech® 5000: Polyvinylidine Fluoride, full 70 percent Kynar 500 ®or Hylar 5000 ®, consisting of a baked -on 0.15 -0.20 mil corrosion resistant primer and a baked -on 0.70 -0.80 mil finish coat with a specular gloss of 8 to 15 when tested in accordance with ASTM D523 at 60 degrees. DuraTech® mx metallic finish, consisting of a baked -on primer 0.15 -0.2 mil and a baked -on Polyvinylidine Fluoride finish coat 0.70 -0.80 mil with a specular gloss of 20 to 35 when tested in accordance with ASTM D523 at 60 degrees. Zincalume Plus is Zincalume panels. a thin, clear acrylic topcoat, recommended for uniform weathering of unpainted c. d. Zincalume® Plus protective coating for unpainted aluminum -zinc alloy coating. DuraTech® Dimensional Prints: Polyvinylidine Fluoride, full 70 percent Kynar 500 or Hylar 5000, consisting of a baked -on corrosion resistant primer and a baked -on finish coat with a dry film thickness of 1.10 to 1.40 mil and specular gloss of 25 to 35 when tested in accordance with ASTM D523 at 60 degrees. Custom colors are available on orders of 3,000 linear feet or more. Consult an AEP Span representative for additional information. e. Panel Color: [As scheduled.][As selected from manufacturer's full range.] <Insert color.> Factory- applied seam sealant is not available on Curved Span -Lok. 5. Seam Sealant: Factory apply high -grade butyl mastic sealant within the confines of panel's female leg, designed to seal against adjacent male panel leg. AEP Span, A Division of ASC Profiles, Inc. Guide Specification METAL ROOF PANELS 0741 13 -7 2.3 FRAMING AND SUBSTRATES Edit framing and substrates to reflect Project requirements. Coordinate section numbers and titles. A. Secondary Framing: See Section 05 40 00 "Cold- Formed Metal Framing ". B. Sheathing: See Section 06 16 00 "Sheathing ". C. Roofing Underlayment: 1. Roofing Felt: < Insert Requirements> 2. Self- Adhering Sheet Underlayment: <Insert Requirements> 3. Slip Sheet: <Insert Requirements> 2.4 CLIPS AND FASTENERS Clip selection to be determined based upon panel framing, substrate and attachment requirements. See AEP Span installation guidelines for clip types at www.aepspan.com. A. Clips: Provide clip designed to allow panels to thermally expand and contract. Clip shall incorporate a self- centering feature to allow 1 inch of movement in both directions along panel length. Clip type shall be selected to meet positive and negative pressures as specified. 1. Sealant: Factory - installed sealant to provide continuity of seal at clip locations. Retain bearing plate if required for compressible substrates such as rigid insulation. B. Bearing Plate: Designed with tabs to attached clip base to bearing plate on the ground, prior to installation. See Metal Construction Association Technical Bulletin "Fastener Selection ". Usually retain first option; retain second option if UL Class 90 is required. A. Fasteners: [As recommended by manufacturer for performance indicated.][Manufacturer's standard #12 - 14 by 1 114 inch long self - drilling, hex head drive screws for metal; noncorrosive base material.] 2.5 INSULATION Edit Insulation article to reflect insulation required for roof assembly. A. Rigid Insulation: [See Section 07 22 00 "Roof and Deck Insulation ".] <Insert requirements.> 1. Thermal Spacer Blocks: As recommended by roofing manufacturer. B. Fiberglass Insulation: [See Section 07 21 00 "Thermal Insulation ".] <Insert requirements.> C. Acoustic Insulation: [See Section 09 81 00 "Acoustic Insulation ".] <Insert requirements.> 2.6 ACCESSORIES A. Trims and Flashings: Material, metal thickness, and finish to match panels. Profiles indicated in Drawings. 1. Provide manufacturer's standard accessories and other items essential to completeness of standing seam roof installation. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 0741 13 -8 B. Panel Penetration Flashings: As recommended by panel manufacturer; designed to provide sufficient movement to prevent creation of points of fixity at penetrations. C. Sealant for Field Application: [high grade non - curing butyl or curing urethane sealant as recommended by panel manufacturer. Do not use sealant containing asphalt.] [See Section 07 92 00 "Joint Sealants ".] 2.7 FABRICATION A. Fabrication, General: 1. Unless otherwise shown on Drawings or specified herein, fabricate panels in continuous lengths and fabricate flashings and accessories in longest practical lengths. Contact AEP Span if panel lengths required 77 feet or longer. 2. Panels shall be factory correctively- leveled. B. Panels: 1. Provide panels in full length from ridge to eave when possible. 2. Where single length panels are not practical, provide mated swaged panels for positive joint end laps, shingled to accommodate water run -off (fabricated with overlap in direction of water flow). 3. Roof panels shall have flush horizontal and vertical surfaces to facilitate sealing at terminations. Panel configurations which create voids and requiring supplemental closure devices shall not be considered acceptable. 4. Engineer panels to use concealed anchors that permit expansion and contraction, except at eaves, end laps, ridges, valleys, hips and gables. C. Seams: 1. Panel seams shall interlock entire length of seam. 2. Design standing seam to lock up and resist joint disengagement during design wind uplift conditions as calculated according to local building codes. 3. Provide pre - installed sealant within confines of panel's female leg to aid in resistance of leaks and provide panel -to -panel seal while allowing expansion and contraction movement. 4. Seams shall be continuously locked or crimped together by mechanical means during installation. Seaming tools shall be sourced from manufacturer's recommended vendor. D. Fabrication Tolerances: See Metal Construction Association Technical Bulletin "Oil Canning" for more information. This bulletin is available at www.aepspan.com. 1. Flat metal surfaces will display waviness commonly referred to as `oil canning ". This is caused by steel mill tolerances and is a characteristic, not a defect, of panels manufactured from light gauge metal. Panels are factory correctively - leveled to minimize the occurrence of "oil canning ". As such, `oil canning" will not be accepted as cause for rejection. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions: With Installer present. 1. Examine conditions and substrates on which metal panels are to be installed. Structural support or substrate shall be flat and plumb to avoid panel stresses and distortion. 2. Prior to starting work, correct defects. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 0741 13 -9 B. Field Measurements: 1. Coordinate field measurements and fabrication schedule with construction progress. 2. Field measure prior to fabrication. Show recorded dimensions on shop drawings, including locations of shop- fabricated openings. 3. If field measurements differ from drawing dimensions, notify Architect prior to fabrication. C. [ Framing][Substrate] Tolerances: Deviations from flat plane shall not exceed the following. 1. 1/4 inch in 20 feet. 2. 1/2 inch across building elevation. 3. 1/8 inch in 5 feet. 3.2 PREPARATION A. [Secondary Framing][Substrate and Underlayment]: Install according to approved shop drawings and metal panel manufacturer's recommendations. 3.3 INSTALLATION A. Panels and Trim: Comply with manufacturer's instructions for assembly, installation and erection for weather tight installation. 1. Install according to approved shop drawings. 2. Install panels in accordance with manufacturer's instructions and recommendations. Anchor securely in place using clips and fasteners spaced in accordance with manufacturer's recommendations for design wind load criteria. 3. Form seams with manufacturer - approved motorized seaming tool; completely engage panel, clip, and factory- applied sealant in seam. 4. Comply with methods and recommendations of SMACNA Architectural Sheet Metal Manual for flashing configurations required. 5. Discrepancies between job site conditions and shop drawings shall be brought to the attention of the Architect for resolution. 6. Cutting and Fitting: a. Cut panels neat, square, and true with shearing action cutters. Torch or power saw cutting is prohibited. b. Openings 6 inches and larger: Shop fabricate and reinforce to maintain original Toad capacity. c. Openings less than 6 inches: Field cutting is acceptable. 7 Dissimilar Metals or Materials: a. Where panel or trim may come in contact with dissimilar metals or treated lumber, fabricate transition to facilitate drainage and minimize possibility of galvanic action. Galvanic action can cause panels and trim to fail prematurely. b. At points of contact with dissimilar metal or treated lumber, coat panel and trim with protective paint or separate materials with a weatherproof underlayment. c. Direct contact or run -off from CCA, ACQ, CA, or other treated lumber (outdoor wood) or fire retardant impregnated or treated wood shakes or siding can cause panels and trim to fail prematurely. Avoid contact with these materials. B. Accessories: Install trims, flashings, and roofing specialties according to Drawings and manufacturer's recommended details. C. Sealant Installation: Apply according to approved shop drawings and SMACNA Architectural Sheet Metal Manual recommendations. 1. Provide airtight and waterproof installation. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 07 41 13 - 10 Generally, retain option in paragraph below and delete subparagraphs. If stringent installation tolerances are required, coordinate with requirements in specifications for framing or substrate to receive panels. D. Installation Tolerances: [Match dimensional tolerances of framing or substrate.] 1. Flatness: <Insert requirement.> 3.4 CLEANING AEP Span does not recommend touch -up painting of damaged surfaces (minor scratches, etc.) due to fading and weathering differences of the touch -up paints in comparison to factory applied paint systems. A. Repairs: 1. Touch up paint is not required for panels with scratches that do not expose metal. 2. Panels or flashings with finish damage exposing metal or with substrate damage shall be replaced. B. Cleaning and Waste Management: [See Division 01 Section "Construction Waste Management and Disposal" for recycling requirements.] 1. At completion of each day's work and at work completion, sweep panels, flashings, and gutters clean. Do not allow fasteners, cuttings, filings, or scraps to accumulate. 2. Clean exposed surfaces of work promptly after completion of installation. 3.5 PROTECTION A. Protect Work as required to ensure that roofing will be without damage at Final Completion. END OF SECTION Zincalume® is a registered trademark of BlueScope Steel Ltd. Hylar 5000® is a registered trademark of Ausimont USA, Inc. Kynar 500® is a registered trademark of Arkema Inc. Copyright 2011 by ASC Profiles Inc —a Division of BlueScope Steel. Qualified design and construction professionals may copy for preparation of construction specifications. Issued August 2011. AEP Span, A Division of ASC Profiles, Inc. METAL ROOF PANELS Guide Specification 07 41 13 - 11 FILE COPY ----?'ermft No. ite SPAN Engineered Solutions in Metal ran -LokTM and SpanSeamTM nstallation, Flashings and Details Guide EViEWEETFOR_ .. CODE COMPLIANCE APPROVED OCT 27 2011 3L14 RECEIVED OCT 18 2011 PL J 1 T C� R AEP Span A Division of ASC Profiles Table of Contents Section Page Notes to Designer /User 1 -2 Span-Lok' and SpanSeam" Panel Profiles 3 Clip Info 4 -5 Panel Lap - Fixed 6 Panel Lap - Floating 7 Eave - Fixed 8 Eave - Floating 9 Eave with Gutter Floating 10 Rib Cover 11 Gable 12 Rake Wall 13 Head WaII - Fixed 14 Head Wall - Floating 15 High Eave - Fixed 16 High Eave - Floating 17 Ridge/Hip - Fixed 18 Ridge /Hip - Floating 19 High -Low Slope Transition 20 Low -High Slope Transition 21 Valley - Fixed 22 Valley - Floating 23 Panel Package Handling 24 Panel Layout 25 Panel Seamers 26 -27 Eave Hem 28 Clip & Thermal Spacer 29 Panel Lap 30 Rib Cover 31 -32 Curved Span -Lok 33 Appendix k- Drag Load Table 34 "' " " Appendix B - Fastener Schedule/Drag Loads 35 A ;. 1 Span -Lok" and SpanSeam" Installation Guide • November 2007 i Notes to the Designer /User The details contained in this packet are intended to be a design aid and do not depict all situations. Modifications are the responsibility of the designer/ user and should take into account climate conditions such as wind and snow, governing code requirements, and the actual usage and maintenance of the structure. Where possible, roof and flashings should be lapped away from prevailing winds. Certain flashings should be supported if it is likely that a ladder will be used against them or if foot traffic is anticipated. Check with AEP Span any time you intend to specify a prefinished flashing in a gauge different than the panels. Our stan- dard gauge for all of the products in this booklet is 24 gauge and the standard finish is Kynar 500` " /Hylar 5000' ". It is good practice to specify that all flashings be of the same material (gauge, color, finish) as the roof panels to ensure long -term durability. Field- painted flashings rarely equal the durability and color fastness of factory baked -on paint systems. Where possible we have minimized the use of exposed fasteners and have hemmed the edges of flashings to strengthen them and to minimize the exposure of cut edges. Substrates - The Span -Lok'" and SpanSeam- roofing panels can be used over spaced support members or over solid substrates. Slope Requirements - The panels in this booklet should be used on slopes of 1/4":12 or greater. Condensation, Insulation, & Ventilation - It is the designer's responsibility to determine the need and composition of condensation control materials including insulation and vapor retarders, as well as ventilation requirements. Metal roofing is suscep- tible to condensation and its control should be care- fully considered. Applications over rigid insulation may require solid blocking/framing for installation of perimeter flashings and fasteners (ref. drag load tables). Underlayments - Prior to panel installation a mini- mum of 30 Ib. felt (or two layers of 15 Ib. felt) should be AEP Span A Division of ASC Profiles installed per the felt manufacturer's recommendations. The underlayment should be lapped with all flashings in a shingle -like manner. When a premium underlayment is required, a self- adhering, cold - applied rubberized asphalt membrane should be specified. "Pinning" Requirements - The panels must be "pinned" at one end only to resist the "drag" Toad caused by the weight of the panel, live loads, and snow loads. The intensity of the drag Toad is a func- tion of slope, the loads involved, and the length of the panels. Appendix "A" gives the drag Toads for various slopes and loading conditions, and Appendix "B" shows the fasteners required to resist the drag load. Expansion & Contraction - Both the panels and the flashings must allow for expansion and contrac- tion of the materials, especially where long lengths are used. The overlap between the hidden cleat and the turned -under end of the panel at the eave may need to be increased to accommodate thermal move- ment where long panels (i.e. 30ft. +) are used. Valleys - Valley dimensions must be the proper width to account for slope, snow, ice, and rain condi- tions. Valleys should receive a premium underlay - ment since they are susceptible to water buildup. If valleys are not kept free of debris and water does back up, intrusion may occur under the panels. An underlayment such as a self- adhering cold - applied rubberized asphalt membrane should be put down first, extending 3 ft. up from the center of the valley on each side. The 30 Ib. felt should then overlap this underlayment. Snow Design - Span -Lok' and SpanSeam`' are suited for heavy snow loads. If possible, valleys, gutters, roof elevation changes and penetrations should be mini- mized or eliminated in snow areas. Roof penetrations should be located as close to the ridge or peak of the roof as possible to minimize accumulations of ice and snow and the effects of thermal movement of the roof panels. Premium membrane underlayments should be used. Valleys in snow areas require special consider- Span -Lok'" and SpanSeam" Installation Guide • November 2007 1 Span- LokTMhp, Span -LokTM and SpanSeam'" Installation and Flashings & Details Guide ation due to the accumulation of snow and ice from tributary roof areas. Oil Canning - Flat metal surfaces will display wavi- ness commonly referred to as 'oil canning'. This is caused by steel mill tolerances, variations in the sub- strate and roofing underlayments. Oil canning is a characteristic, not a defect, of panels manufactured from light -gauge metal. Panels are factory "corrective - levelled" to minimize oil canning. Oil canning is not a cause for panel rejection. Additional information is available upon request. References - The Sheet Metal and Air Conditioning Contractors' National Association Inc. (SMACNA) manual is an excellent reference for sheet metal con- tractors. Its guidelines for underlayments, gutter and downspout size requirements, and expansion /contrac- tion of metals and flashing joints should be followed. Technical Assistance - Call your AEP Span Sales Representative for additional information on any of these subjects. Definitions - Sealant = Gunnable -grade non skinning/non curing butyl rubber Mastic = Butyl mastic tape Hem: A 180° bend that is closed (or as closed as the formability of the metal will allow) to provide a uniform, attractive edge. Hook: (also called an "open hem ") A 180° bend on a piece of sheet metal that is left open to allow inser- tion of another piece of sheet metal. For example, the hook shown is used to hold the trim piece to a cleat below the trim. NOTE: References to 'Span -Lok' in this installation guide also apply to 'Span -Lok hp' unless otherwise noted. 2 November 2007 AN Onsite Services Curved Span -Lok 16" wide x 2" tall Span -Lok panels (not Span -Lok HP or SpanSeam) are available Factory or Jobsite curved. Page 33 provides Rake and Rake Wall de- tails that are unique to the curved Span -Lok instal- lation. Inquire with your AEP Span sales representative for additional details. There is also an AEP Span Curved Span -Lok Customer Guidelines document available that explains the requirements and expec- tations in greater detail. Onsite Rollformed Span -Lok For jobs requiring long panel lengths (primarily to avoid panel laps, or due to shipping limitations), AEP Span is able to rollform panels on the jobsite. Panels can be run from within AEP Span's produc- tion trailer, or in special conditions, from scaffold- ing or rooftop. Onsite rollformed product meets all factory formed product specifications, including appropriate UL and FM certifications. Inquire with your AEP Span sales representative for additional details. There is also an AEP Span Span -Lok Onsite Rollforming Customer Guidelines document available that explains the requirements and expectations in greater detail. Panel Profiles Span -Lok hp N AEP Span A Division of ASC Profiles PANEL WIDTH 16" Span - Lok/Spanseam N Span -Lok hp - Striated (standard) also available with pencil ribs (2) or Flat pan PANEL WIDTH 16" Span - Lok/Spanseam - Striated (standard) L PANEL WIDTH 16" N 1� N CO N N Span -Lok - Flat Pan PANEL WIDTH 16" - 18" 6" r3/32" Span -Lok - Pencil Ribbed Panel leg views - after seaming Span -Lok hp Span -Lok * Note: Dimensions Approximate SpanSeam Span -Lok' and SpanSeam'" Installation Guide • November 2007 3 Span- LokTMhp, Span -LokTM and SpanSeam- Installation and Flashings & Details Guide Clip Info Standard Clip Available in 2 1/2 ", 3 ", 3 1/2" and 4" heights Use: Raises panel 1/2" or 1" above support • 2 -1/2" and 3" clip with 2" panel • 3 -1/2" and 4" clip with 3" panel • Use Standard clips when installing panels over fiberglass insulation with or without thermal blocks • Floating dip allows for thermal movement L,SPAN Low Profile Clip Available in 2" and 3" heights Use: Holds panel close to substrate • 2" clip with 2" panel • 3" clip with 3" panel • Use low clip over wood deck, rigid insula- tion (with bearing plate) or open framing without insulation. • Minimal 3/16" gap provides just enough clearance above fasteners • Floating clip allows for thermal movement Compressible Insulation Combinations with Standard Clip 2" Panel • 2 -1/2" clip - Compress maximum of 3" of fiber- glass insulation. • 3" clip - Compress maximum of 3" of fiberglass insulation plus 1/2" Thermal Block • 3" clip - Compress maximum of 6" of fiberglass insulation without Thermal Block 3" Panel • 3 -1/2" clip - Compress maximum of 3" of fiber- glass insulation. • 4" clip - Compress maximum of 3" of fiberglass insulation plus 1/2" Thermal block • 4" clip - compress maximum of 6" of fiberglass insulation without Thermal Block. Bearing Plate for Std. Clip Use: Installing panel over solid substrate. 4 November 2007 Bearing Plate for Low Clip Use: Installing panel over rigid insulaton. Clip Info (cont.) FACTORY INSTALLED SEALANT PANEL Span -Loll- Clip Detail STANDARD CLIP t 2" OR 2 7/8" 1/2" GAP (2 1/2" OR 3 1/2" CLIP 1" GAP (3" OR 4" CLIP) Seamed Std. Clip PANEL SUBSTRATE AEP Span A Division of ASC Profiles FACTORY INSTALLED SEALANT 2" OR 3" LOW PROFILE CLIP 3/16" GAP (2) FASTENERS W /PANCAKE OR LOW TRUSS HEADS Seamed Low Clip SpanSeam"' Clip Detail FACTORY INSTALLED SEALANT STANDARD CLIP PANEL t 2" OR 2 7/8" 1/2" GAP (2 1/2" OR 3 1/2" CLIP) 1" GAP (3" OR 4" CLIP) Seamed Std. Clip Installation Note: Panels must be hand crimped to 90° at all clips before mechanically seaming panels. Use hand crimping tool designed for Span -Lok" panel. PANEL SUBSTRATE FACTORY INSTALLED SEALANT 2" OR 3" LOW CLIP Seamed Low Clip 3/16" GAP (2) FASTENERS W /PANCAKE OR LOW TRUSS HEADS Span-Lok- and SpanSeam"' Installation Guide • November 2007 5 Span- LokrMhp, Span-LokTM and SpanSeam- Installation and Flashings & Details Guide Panel Lap — Fixed DOWNHILL ROOF PANEL SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM 5" LAP 1" MIN TO r___ TAPE & FASTENER CY" ------------- i l ANN UPHILL ROOF PANEL FACTORY SWAGE * LINE OF SUBSTRATE 6 November 2007 FASTENER AS REQUIRED 16 GA. PANEL SUPPORT OR WOOD BLOCKING - (NOT REQUIRED WITH LOW PROFILE CLIP) * SWAGE TOP PANEL ONLY PANELS MUST BE INSTALLED LEFT TO RIGHT ONLY FIELD APPLIED NON SKINNING BUTYL SEALANT ON TOP FLANGE OF PANEL (2) 3/8" BEADS OF NON- SKINNING BUTYL SEALANT FASTENER AS REQ'D W /NEOPRENE WASHER (4) PER PANEL MIN. PAINTED TO MATCH Panel Lap - Floating (also refer to page 30) DOWNHILL ROOF PANEL SPAN -LOK FINISHED SEAM - -- --- - - - - -- 4 AEP Span A Division of ASC Profiles UPHILL ROOF PANEL FACTORY SWAGE * 5" LAP 1" MIN TO r__ TAPE & FASTENER t t_r__r__r__r-;; cry== t__ ________________________ SPANSEAM _ -► FINISHED SEAM LINE OF SUBSTRATE PANEL CLIP 16 GA. SWAGE PLATE 10" FIELD APPLIED NON - SKINNING BUTYL SEALANT ON TOP FLANGE OF PANEL (2) 3/8" BEADS OF NON - SKINNING BUTYL SEALANT FASTENER AS REQ'D W /NEOPRENE WASHER PAINTED TO MATCH (4) PER PANEL MIN. * SWAGE TOP PANEL ONLY PANELS MUST BE INSTALLED LEFT TO RIGHT ONLY Span -Lok'" and SpanSeam- Installation Guide • November 2007 7 Span- LokrMhp, Span-LokTM and SpanSeam- Installation and Flashings & Details Guide Eave — Fixed (1) 3/8" X 12" LONG BEAD OF NON - SKINNING BUTYL SEALANT ON THE TOP FLANGE OF MALE PANEL (1) 3/8" BEAD OF NON - SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL & TIED INTO TAPE SEALANT 8 November 2007 90° HAND CRIMP 10" (180° FOR SPANSEAM) HWH PAINTED FASTENERS (4) PER PANEL MIN. ------ ----- - - - - -- '1 3/16" X 7/8" NON - SKINNING BUTYL TAPE 16 GA. PANEL SUPPORT OR WOOD BLOCKING (NOT REQ'D W /LOW PROFILE CLIP) FASTENER AS REQUIRED EAVE FLASH PANCAKE HEAD FASTENER @ 12" O.C. SPAN SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Eave — Floating JOGGLE CLEAT (1) 3/8" BEAD OF NON - SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL 90° HAND CRIMP 10" (180° FOR SPANSEAM) AEP Span A Division of ASC Profiles (1) 3/8" X 12" LONG BEAD OF NON - SKINNING BUTYL SEALANT ON TOP FLANGE OF MALE PANEL PANCAKE HEAD FASTENER @ 12" O.C. FIELD NOTCH 1" MIN. AND HEM UNDER* ------------------------ CLEARANCE FOR -► THERMAL MOVEMENT SUBSTRATE * Ask your AEP Span representative about factory notching. 3/16" X 7/8" BUTYL TAPE 16 GA. PANEL SUPPORT OR WOOD BLOCKING (NOT REQ'D W /LOW PROFILE CLIP) FASTENER AS REQUIRED EAVE FLASH PANEL CLEAT (OPTIONAL) SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Span -Lok'" and SpanSeam- Installation Guide • November 2007 9 Span- LokTMhp, Span -LokTM and SpanSeam"' Installation and Flashings & Details Guide Eave with Gutter Floating Section X - X GUTTER STRAP JOGGLE CLEAT 90° HAND CRIMP 10" (180° FOR SPANSEAM) (1) 3/8" X 12" LONG BEAD OF NON- SKINNING BUTYL SEALANT ON TOP FLANGE OF MALE PANEL (1) 3/8" BEAD OF NON - SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL PANCAKE HEAD FASTENER @ 12" O.C. ----------------------------------------- -- ------ -- - - - ---------------------- ------------------ --- ------- --- --- ----- - --- FIELD NOTCH & HEM PANEL MIN. 1" CLEARANCE FOR THERMAL MOVEMENT 16 GA. PANEL SUPPORT OR WOOD BLOCKING (NOT REQ'D W /LOW PROFILE CLIP) FASTENER AS REQUIRED OPTIONAL IF REQUIRED TO COVER INSIDE COLOR OF GUTTER J SUBSTRATE GUTTER OPTIONAL EAVE FLASH * Ask your AEP Span representative about factory notching. 10 November 2007 SPAN SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Rib Cover (also refer to pages 31 &32) APPLY CURING SEALANT TO BOTH SIDES OF RIB PRIOR TO INSTALLING RIB COVER 1/8" POP RIVETS SPAN -LOK RIB COVER APPLY CURING SEALANT TO MALE (INSIDE) TRIM AEP Span A Division of ASC Profiles FIELD CUT PANEL RIBS i\ AND BEND OVER EEGE. SEAL OPEN ENDS OF i PANEL RIB WITH CURING SEALANT BEFORE INSTALLING RIB COVER. 1/4" MIN. CLEARANCE 1 FOR WEEPAGE t SILL TRIM w 1 30# FELT NBA SPAN -LOK CLIP PANCAKE HEAD FASTENERS @ 12" O.C. FIELD NOTCH AND HEM PANEL 1" Span-Lok" and SpanSeam'" Installation Guide • November 2007 11 Span- LokrMhp, Span -LokTM and SpanSeam" Installation and Flashings & Details Guide Gable Span -LW 30# FELT (NOT BY AEP SPAN) Note: Field cut first and last panels to equal width. SpanSeamy- 30# FELT (NOT BY AEP SPAN) 3/16" X 7/8" BUTYL TAPE ANGLE TRIM (k( PANCAKE HEAD FASTENERS © 12" O.C. 3/16" X 7/8" BUTYL TAPE FLASHING CLEAT ANGLE TRIM 1/8" POP RIVETS AT 12" O.C. SPAN -LOK RECEIVER TRIM GABLE TRIM FIELD CUT AND BEND PANEL UP 1 1/2" 1/8" POP RIVETS AT 12" O.C. PANCAKE HEAD FASTENERS @ 12" O.C. FLASHING CLEAT 12 November 2007 SPANSEAM RECEIVER TRIM GABLE TRIM FIELD CUT AND BEND PANEL UP 1 1/2" SPAN Rake Wall Span -Lok'" ENGINEERED FASTENER (NOT BY AEP SPAN) CONTINUOUS NON - SKINNING BUTYL SEALANT Note: Field cut first and last panels to equal width. SpanSeam- RECEIVER TRIM FIELD CUT AND BEND PANEL UP 1 1/2" ENGINEERED FASTENER (NOT BY AEP SPAN) CONTINUOUS NON - SKINNING BUTYL SEALANT RECEIVER TRIM AEP Span A Division of ASC Profiles CONSTRUCTION SEALANT (NOT BY AEP SPAN) COUNTER FLASHING RAKE WALL TRIM 1/8" RIVET, @ 12" ON CENTER - PANEL CLIP -TT 30# FELT (NOT BY AEP SPAN) FASTENER AS REQUIRED CONSTRUCTION SEALANT / (NOT BY AEP SPAN) COUNTER FLASHING FIELD CUT AND BEND PANEL UP 1 1/2" RAKE WALL TRIM 1/8" POP RIVET, @ 12" ON CENTER - PANEL CLIP 30# FELT (NOT BY AEP SPAN) FASTENER AS REQUIRED Span -Lok"" and SpanSeam' Installation Guide • November 2007 13 Span- LokTMhp, Span -Lokrm and SpanSeam' Installation and Flashings & Details Guide Head Wall - Fixed FIELD NOTCH ZEE CLOSURE AT RIB INSTALLATION NOTE CLOSE HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL 4JSPAN NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE 3/16" X 7/8" BUTYL TAPE CONSTRUCTION SEALANT (NOT BY AEP SPAN) CONTINUOUS 3/8" BEAD NON- SKINNING BUTYL SEALANT REGLET FLASHING HEAD WALL FLASHING SEAM W /ELECTRIC SEAMER * ( SPANLOK - 90° l� \SPANSEAM - 180 ° / 1/8" POP RIVETS @ 12" O.C. 3/16" X 7/8" BUTYL TAPE SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM ZEE CLOSURE 90° HAND CRIMP 10" * For SpanSeam, first 10" of panel downhill of Headwall flashing will need to be 180° hand crimped to get seamer on /off. 14 November 2007 ENGINEERED FASTENER (NOT BY AEP SPAN) NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE 16 GA. PANEL SUPPORT (NOT REQ'D W /LOW PROFILE CLIP) FASTENER AS REQUIRED 3/16" X 7/8" CONT. BUTYL TAPE FASTENER AS REQUIRED Head Wall - Floating FIELD NOTCH ZEE CLOSURE AT RIB AEP Span A Division of ASC Profiles NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL CONSTRUCTION SEALANT (NOT BY AEP SPAN) CONTINUOUS 3/8" BEAD NON - SKINNING BUTYL SEALANT REGLET FLASHING Section X - X 3/16" X 7/8" BUTYL TAPE HEAD WALL FLASHING SEAM W /ELECTRIC SEAMER * ( SPANLOK - 90° SPANSEAM - 180° 900 HAND CRIMP 10" 1/4 -14 X 7/8" HWH W /NEO. WASHER PAINTED @ RIBS AND MIN. (1) BETWEEN RIBS OR MAX. 9" CTRS. 3/16" X 7/8" BUTYL TAPE PANEL CUP SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM 1" MIN. CLEARANCE BETWEEN CLIP AND END SUPPORT "Z " CLOSURE ENGINEERED FASTENER (NOT BY AEP SPAN: NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE 18 GA. CONT PANEL END SUPPORT 3/16" X 7/8" CONT. BUTYL TAPE FASTENER AS REQUIRED * For SpanSeam, first 10" of panel downhill of Headwall flashing will need to be 180° hand crimped to get seamer on /off. Span -Lok "and SpanSeam' Installation Guide • November 2007 15 Span- LokTMhp, Span -LokTM and Span Seam" Installation and Flashings & Details Guide High Eave - Fixed FIELD NOTCH ZEE CLOSURE AT RIB SPAN NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE TO HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL 900 HAND CRIMP 10" SEAM W /ELECTRIC SEAMER * r SPANLOK - 90° SPANSEAM - 180° SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM 3/16" X 7/8" BUTYL TAPE 3/16" X 7/8" CONT. BUTYL TAPE 1/8" RIVETS @ 12" O.C. ZEE CLOSURE HIGH EAVE FLASH NON- SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE FASTENER AS REQUIRED FASTENER AS REQUIRED FLASHING CLEAT PANCAKE HEAD FASTENER (NOT BY AEP SPAN) 16 GA. PANEL SUPPORT (NOT REQ'D W /LOW PROFILE CLIP) * For SpanSeam, first 10" of panel downhill of High Eave flashing will need to be 180° hand crimped to get seamer on /off. 16 November 2007 High Eave - Floating FIELD NOTCH ZEE CLOSURE AT RIB AEP Span A Division of ASC Profiles NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL 900 HAND CRIMP 10" Section X - X 3/16" X 7/8" BUTYL TAPE 1/4 -14 X 7/8" HWH SCOTS W /NEO. WASHER PAINTED @ RIBS AND MIN. (1) BETWEEN RIBS OR MAX. 9" CTRS. SEAM W /ELECTRIC SEAMER * r SPANLOK - 90° SPANSEAM - 180° SPAN -LOK FINISHED SEAM 3/16" X 7/8" CONT. BUTYL TAPE SPANSEAM FINISHED SEAM 1" MIN. CLEARANCE BETWEEN CLIP AND END SUPPORT "Z " CLOSURE FIELD CUT TO FIT BETWEEN RIBS FLASHING CLEAT FASTENER AS REQUIRED * For SpanSeam, first 10" of panel downhill of High Eave flashing will need to be 180° hand crimped to get seamer on /off. HIGH EAVE FLASH NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE 18 GA. CONT. PANEL END SUPPORT PANCAKE HEAD FASTENER Span -Lok" and SpanSeam" Installation Guide • November 2007 17 Span- LokTMhp, Span -LokTM and SpanSeam- Installation and Flashings & Details Guide Ridge /Hip — Fixed FIELD NOTCH ZEE CLOSURE AT RIB NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE. CLOSE HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL 1/8" RIVETS @ 12" O.C. 3/16" X 7/8" BUTYL TAPE ZEE CLOSURE 3/16" X 7/8" BUTYL TAPE RIDGE /HIP COVER 900 HAND CRIMP 10" ANRN SEAM W /ELECTRIC SEAMER * r SPANLOK - 90° (SPANSEAM - 180° FASTENER AS REQUIRED 16 GA. PANEL SUPPORT (NOT REQ'D W /LOW PROFILE CLIP) 3/16" X 7/8" BUTYL TAPE - FASTENER AS REQUIRED * For SpanSeam, first TO" of panel downhill of Ridge /Hip flashing will need to be 180° hand crimped to get seamer on /off. 18 November 2007 ti SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Ridge /Hip — Floating FIELD NOTCH ZEE CLOSURE AT RIB NON - SKINNING BUTYL SEALANT APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE HEM OF PANELS TIGHTLY TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL 18 GA. CONT PANEL END SUPPORT RIDGE /HIP COVER 3/16" X 7/8" CONT. BUTYL TAPE 1/4 -14 7/8" HWH W /NEO. WASHER PAINTED @ RIBS AND MIN. (1) BETWEEN RIBS OR MAX. 9" CTRS. Section X - X 3/16" X 7/8" BUTYL TAPE 900 HAND CRIMP 10" AEP Span A Division of ASC Profiles SEAM W /ELECTRIC SEAMER * ( SPANLOK - 90° SPANSEAM - 180° 1" MIN. CLEARANCE BETWEEN CLIP AND END SUPPORT "Z " CLOSURE FIELD CUT TO FIT TIGHTLY BETWEEN RIBS HWH FASTENER RIDGE: (4) PER PANEL HIP: @ 4" O.C. 3/16" X 7/8" CONT. BUTYL TAPE * For SpanSeam, first 10" of panel downhill of Ridge /Hip flashing will need to be 180° hand crimped to get seamer on /off. PANEL CLIP SPAN -LOK FINISHED SEAM IN SPANSEAM FINISHED SEAM NON - SKINNING BUTYL SEALANT @ ENDS OF ZEE Span -Lok' and SpanSeam- Installation Guide • November 2007 19 Span- LokTMhp, Span -LokTM and SpanSeam'" Installation and Flashings & Details Guide High -Low Slope Transition SUBSTRATE 20 November 2007 3/8" x 12" LONG BEAD OF NON - SKINNING BUTYL SEALANT ON TOP FLANGE OF MALE PANEL 3/8" BEAD OF NON - SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL FIELD NOTCH 1" MIN. AND HEM UNDER CLEARANCE FOR THERMAL MOVEMENT SPAN SLOPE TRANSITION FLASHING "Z " CLOSURE FIELD CUT TO FIT BETWEEN RIBS WOOD BLOCKING 3/16 "x7/8" NON - SKINNING BUTYL TAPE 16 GA. PANEL SUPPORT ' FASTENER AS OR WOOD BLOCKING REQUIRED (NOT REQ'D W/ LOW PROFILE CLIP) 1/8" RIVETS @ 12" O.C. Low -High Slope Transition 3/8" x 12" LONG BEAD OF NON - SKINNING BUTYL SEALANT ON TOP FLANGE OF MALE PANEL AEP Span A Division of ASC Profiles 3/8" BEAD OF NON- SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL SUBSTRATE FIELD NOTCH 1" MIN. AND HEM UNDER CLEARANCE FOR THERMAL MOVEMENT SLOPE TRANSITION FLASHING "Z" CLOSURE FIELD CUT TO FIT TIGHTLY BETWEEN RIBS WOOD BLOCKING 3/16 "x7/8" NON - SKINNING BUTYL TAPE 16 GA. PANEL SUPPORT OR WOOD BLOCKING (NOT REQ'D W /LOW PROFILE CUP) FASTENER AS REQUIRED 1/8" RIVETS @ 12" O.C. Span -Lok "and SpanSeam- Installation Guide • November 2007 21 Span- LokTMhp, Span-LokTM and SpanSeam- Installation and Flashings & Details Guide Valley — Fixed (1) 3/8" BEAD OF NON - SKINNING BUTYL SEALANT APPLIED ON SIDE OF PANEL LEG & TIED INTO TAPE SEALANT FASTENER © 4" O.C. 3/16" X 7/8" BUTYL TAPE VALLEY FLASH 90° HAND CRIMP 10" (180° FOR SPANSEAM) 4/444...„444a,444414011:44404447 j)) (1) 3/8" X 12" LONG BEAD NON- SKINNING BUTYL SEALANT ON THE TOP SIDE OF MALE PANEL EDGE 4JSPAN VALLEY SUPPORT OR 16 GA. VALLEY PAN (NOT BY AEP SPAN) (NOT REQUIRED OVER SOLID SUBSTRATE) 22 November 2007 FASTENERS AS REQUIRED LINE OF SUBSTRATE SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Valley - Floating F.---90° HAND CRIMP 10" (180° FOR SPANSEAM) (1) 3/8" BEAD OF NON- SKINNING BUTYL SEALANT APPLIED ON SIDEWALL OF PANEL (1) 3/8" X 12" LONG BEAD OF NON - SKINNING BUTYL SEALANT ON THE TOP SIDE OF MALE PANEL EDGE FIELD NOTCH & HEM PANEL - 1" MIN. AEP Span A Division of ASC Profiles FILL HEM OF PANEL WITH NON - SKINNING BUTYL SEALANT PRIOR TO ENGAGING JOGGLE CLEAT JOGGLE CLEAT VALLEY FLASH /16" X 7/8" BUTYL TAPE VALLEY SUPPORT OR 16 GA. VALLEY PAN (NOT BY AEP SPAN) (NOT REQUIRED OVER SOLID SUBSTRATE) PANCAKE HEAD FASTENERS @ 12" O.C. LINE OF SUBSTRATE FASTENERS AS REQUIRED SPAN -LOK FINISHED SEAM SPANSEAM FINISHED SEAM Span -Lok' and SpanSeam' Installation Guide • November 2007 23 Span- LokTMhp, Span -LokTM and SpanSeam'" Installation and Flashings & Details Guide Panel Package Handling IT IS IMPERATIVE THAT THE FRAMING BE PLUMB AND SQUARE BEFORE INSTALLING ANY SPAN -LOK ROOF PANELS. SPAN -LOK PANEL PACKAGE (LOCATE OVER RIGID FRAME) Note: Secure package to framing on steep roof slopes to keep panels from sliding off. ANN SPREADER BAR PURLIN Procedures • To facilitate the handling of Span- Lok'" panels, panel packages can be lifted and placed on the roof if located at a rigid frame and with blocking placed to prevent the purlins from rolling over. • When lifting packaged sheets, make certain that they are adequately supported, panels less than 20' in length can normally be lifted with a forklift. 24 November 2007 DETAIL "A" PANEL PACKAGE Detail "A" BLOCKING RAFTER PURLINS When lifting panels in excess of 20', it is recom- mended that a spreader bar and slings be used. As a rule when lifting, no more than 1/3 of the total length of the panel should be left unsupport- ed, and no more than 8' should be cantilevered beyond spreader bars. AEP Span A Division of ASC Profiles Panel layout Sheeting Direction and Panel Sequence Procedure • The sheeting sequence for the Span -Lok' and SpanSeam`' is as indicated above. Please note the placement of the panels by the circled numbers. The uphill panel at an endlap will be swedged on the lower end for nesting purposes. Endlaps of adjacent panels must be staggered at least one purlin space to prevent material build -up. Note: Gable buildings without panel endlaps can be sheeted simultaneously from either end of the building. However, if the building has panel end - laps, the roof must be sheeted left to right looking up the slope. Span -Lok' and SpanSeam" Installation Guide • November 2007 25 Span- LokTMhp, Span -LokTM and SpanSeam'" Installation and Flashings & Details Guide Panel Seamers Importance of Seaming Roof Performance The roof panels must be correctly seamed before the roof system can provide its designed wind load and weather resistance capability. This means that an un- seamed roof is subject to wind load failure and weather resistance failure. When to Seam Whenever possible, the installed roof panels should be seamed by the finish of each days work. If high wind or rain /snow conditions are imminent, the installed roof panels must be seamed before such conditions occur. Hand crimper Span -Lok & SpanSeam (first pass - 90 °) SPAN Temporary Seaming It may not always be practical or feasible to seam the roof panels until after the roof installation is complet- ed. Seamed roof panels are difficult to reposition or replace. Seamers may not always be available during the entire roof installation. In such cases, it may be desirable to temporarily hand crimp the roof panels at clips, then later complete the installation with the seamer. Important: Temporary hand crimping must be approved by the project's designer. Seamer (Model #230)* * These items are not supplied by AEP Span 26 November 2007 Seamer (Model #922)* Hand Crimper - SpanSeam* (Converts 90° to 180 °) Seamer Notes /Specifications Seamers are provided and maintained through DI Roof Seamers. All AEP Span customers must work directly with DI for seamer rentals, as they are the only AEP Span Certified Seamer supplier. They can be contacted at: PH: 888 - 343 -0456, FX: 662 -287- 6744, or at www.diseamers.com Rental seamer will either be a lightweight model #230 seamer or a model #922 seamer. Product selection will be made by DI Roof Seamers based on product performance, and/or jobsite requirements. SpanSeam installations require a 180° hand crimper. Inquire with DI for tool rental. Seaming capabilities shown below: SpanLok hp i AEP Span A Division of ASC Profiles The seamers require a 10 Amp, 100 -125V AC power supply. Poor performance and motor damage can result from using an improperly rated power supply. Recommended extension cord size Distance (Ft) 0' -50' 50' -100' 100' -200' 200' -300' Cord size (gauge) 12 10 8 6 Prior to seaming First Pass - SpanLok hp (90 °) (showing at clip) SpanLok/SpanSeam Prior to seaming First Pass - SpanLok (90 °) (showing at clip) Second Pass - SpanSeam (180 °) Seamer Operation — Important Notes Always attach safety hook to prevent seamer from fall- ing off roof. Remove any protective plastic coating from panels prior to seaming. All clips require hand crimping prior to seaming to ensure proper panel installation and to reduce poten- tial for panel scratching. Hand crimp first 10" of panel ends before setting seamer in place. Do not run seamer past end of panels -doing so increases the risk for personal injury and/or property damage. This is especially true at eaves, on high slopes, or at other common risk areas. Do not run seamer beyond upper end of panel or onto any previously seamed area. Never run the seamer within 6" of the panel end, or previously seamed area, finish with a hand crimper. More detailed seaming instructions are included with the seamer rental. Span -Lok" and SpanSeam" Installation Guide • November 2007 27 Span- LokTMhp, Span -LokTM and SpanSeam- Installation and Flashings & Details Guide Eave Hem Step One Step Two FIELD NOTCH PANEL. T \• N. TYPICAL AT MALE 9 AND FEMALE PANEL (s' RIBS.* N� ' si % v .- ... Step Three APPLY 3/8" BEAD OF NON - SKINNING BUTYL SEALANT ON BOTH SIDES OF MALE RIB AS SHOWN MALE RIB OF UNSEAMED PANEL tRECOMMENDED THERMAL CLEARANCE 3/8" MIN. JOGGLE CLEAT * Ask your AEP Span representative about factory notching. 28 November 2007 A0,1ZN USE HEMMING TOOL TO FIELD BEND 1" TAB UNDER PANEL Hemmed & Seamed Span -Lok'" Panel Hemmed & Seamed SpanSeam" Panel Clip & Thermal Spacer ROOF PANEL AEP Span A Division of ASC Profiles TWO PIECE SLIDING CLIP. ATTACH WITH (2) #14 FASTENERS PER CLIP. THERMAL SPACER BLOCK ATTACH TO INSULATION WITH SPRAY ADHESIVE. BATT INSULATION Note: Panels must be hand crimped to 90° at all clips before mechanically seaming panels. Only use hand crimping tool designed for the Span- Lok"SpanSeam panels. PURLIN Span -Lok' and SpanSeam' Installation Guide • November 2007 29 Span- LokTMhp, Span -LokTM and SpanSeam- Installation and Flashings & Details Guide Panel Lap SWEDGED END OF UPPER PANEL 16 GA. SWEDGE PLATE SLIDE ON TO UPPER END OF LOWER PANEL FIELD APPUED 3/8' X 5" LONG BEAD OF NON- SKINNING BUTYL SEALANT ON TOP FLANGE OF FEMALE PANEL ROOF PANEL THERMAL SPACER BOND TO PURUN W/BATT INSULATION ONLY PANEL CUP (2) 3/8' BEAD OF NON- SKINNING BUTYL SEALANT FIELD NOTCH & REMOVE 5" OF TURNDOWN FROM BOTH RIBS OF LOWER PANEL �S AN FIELD APPUED NON- SKINNING BUTYL SEALANT ON TOP SIDE OF PANEL EDGE INSTALL 3/8' BEAD OF NON- - CURING BUTYL SEALANT NEAR TOP EDGE OF 5" CUT BACK PRIOR TO INSTALLATION OF NEXT PANEL UPHILL ROOF PANEL FACTORY SWEDGE (TYP.) FEMALE LEG 30 November 2007 SWEDGE PLATE (2) 3/8' BEAD OF NON- SKINNING BUTYL SEALANT (4) SEAUNG FASTENERS PER PANEL MALE LEG INSTALLATION NOTE END LAP OF ADJACENT PANEL MUST BE STAGGERED AT LEAST ONE PURUN SPACING OR A MIN. 24" TO PREVENT MATERIAL BUILDUP AT LAPS Span -Lok Rib Cover CONTINUOUS ROOF PANEL DESIGN CAUTION! Roof slope transitions such as fascias may establish an unwanted point of panel fixity. AEP Span A Division of ASC Profiles POP RIVETS APPLY SEALANT ON TOP OF TRIM AND CONTINUE DOWN BACKSIDE. INSIDE TRIM CAP FIELD BEND AT MIDPOINT. LAP LEGS AS SHOWN. APPLY NON - SKINNING BUTYL SEALANT BETWEEN PANELS AT FIELD CUT. REFER TO EAVE DETAIL FOR LOCATION OF SEALANT. BEADS REQUIRED ON BOTH SIDES OF CUT. OUTSIDE TRIM CAP FIELD BEND AT MIDPOINT. LAP LEGS AS SHOWN. CURING SEALANT APPLY TO BOTH SIDES OF PANEL FOR ENTIRE LENGTH OF TRIM CAP AND UP AND OVER TOP OF FEMALE PANEL RIB. FIELD CUT MALE AND FEMALE RIBS OF ROOF PANELS AS SHOWN AND BEND OVER EAVE. Span -Lok" and SpanSeam" Installation Guide • November 2007 31 Span- LokTMhp, Span -LokTM and SpanSeam- Installation and Flashings & Details Guide SpanSeam'M Rib Cover DESIGN CAUTION! Roof slope transitions such as fascias may establish an unwanted point of panel fixity. CONTINUOUS ROOF PANEL '11(°, OPPOSITE SIDE VIEW APPLY SEALANT ON TOP OF TRIM AND CONTINUE DOWN BACKSIDE. INSIDE TRIM CAP FIELD CUT & BEND AT MIDPOINT. LAP LEGS AS SHOWN. APPLY NON - SKINNING BUTYL SEALANT BETWEEN PANELS AT FIELD CUT. REFER TO EAVE DETAIL FOR LOCATION OF SEALANT. BEADS REQUIRED ON BOTH SIDES OF CUT. 32 November 2007 L�SPAN APPLY CURING SEALANT TO BOTH SIDES OF PANEL RIB AND INSIDE TRIM CAP. POP RIVETS OUTSIDE TRIM CAP FIELD CUT & BEND AT MIDPOINT. LAP LEGS AS SHOWN. CURING SEALANT APPLY TO BOTH SIDES OF PANEL FOR ENTIRE LENGTH OF CAP TRIM AND UP AND OVER TOP OF FEMALE PANEL RIB. FIELD CUT MALE AND FEMALE RIBS OF ROOF PANELS AS SHOWN AND BEND OVER EAVE. Curved Rake Detail CURVED CLOSURE TRIM (NOT BY AEP SPAN) 1/4" - 14 X 7/8" LAI, SELF DRILLER 3/16" X 7/8" BUTYL TAPE 1/4" - 14 X 1 -1/4" SD FASTEN TO MOVEABLE PORTION OF THE CUP FIELD CUT AND TURN UP PANEL 1 -1/2" MIN. 30# FELT (NOT BY AEP SPAN) SUBSTRATE Curved Rake Wall Detail CURVED GABLE FLASHING ,(NOT BY AEP SPAN) FASTENER AS REQ'D CONSTRUCTION SEALANT (NOT BY AEP SPAN) CURVED COUNTER FLASHING (NOT BY AEP SPAN) CONTINUOUS CURING SEALANT CURVED GABLE FLASHING (NOT BY AEP SPAN) 1/4" - 14 X 7/8" LAP SELF DRILLER 3/16" X 7/8" BUTYL TAPE (TYP) 3" WIDE CLEAT 12" O.C. AEP Span A Division of ASC Profiles WALL PANEL AND CLOSURE NEOPRENE CLOSURE OR BUTYL TAPE CURVED CLOSURE TRIM (NOT BY AEP SPAN) 1/4" - 14 X 1 -1/4" SD FASTEN TO MOVEABLE PORTION OF THE CLIP FIELD CUT AND TURN UP PANEL 1 -1/2" MIN. 30# FELT (NOT BY AEP SPAN) SUBSTRATE CLIP FASTENER AS REQ'D ENGINEERED FASTENER (NOT BY AEP SPAN) ENGINEERED FASTENER (NOT BY AEP SPAN) S -CLEAT (NOT BY AEP SPAN) Span -Lok' and SpanSeam`" Installation Guide • November 2007 33 Span- Loki'"hp, Span -LokTM and SpanSeam - Installation and Flashings & Details Guide Appendix A Span -Lok'" and SpanSeam"' Drag Load Table Drag Load per Lineal foot of 16" SpanLokTM and SpanSeamTM Snow Load, psf Slope 25 30 35 40 45 50 55 60 65 3:12 8.08 9.70 11.32 12.94 14.55 16.17 17.79 19.40 21.02 4:12 10.54 12.65 14.76 16.87 18.97 21.08 23.19 25.30 27.41 5:12 12.82 15.38 17.95 20.51 23.08 25.64 28.21 30.77 33.33 6:12 14.91 17.89 20.87 23.85 26.83 29.81 32.80 35.78 38.76 7:12 16.80 20.15 23.51 26.87 30.23 33.59 36.95 40.31 43.67 8:12 18.49 22.19 25.89 29.58 33.28 36.98 40.68 44.38 48.07 9:12 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 52.00 10:12 21.34 25.61 29.88 34.14 38.41 42.68 46.95 51.21 55.48 11:12 22.52 27.03 31.53 36.04 40.54 45.05 49.55 54.06 58.56 12:12 23.57 28.28 33.00 37.71 42.43 47.14 51.85 56.57 61.28 Note: To determine drag forces per panel, multiply the tabulated value by the panel length. Then refer to Appendix B (page 30) for fastener schedule. 34 November 2007 SPAN AEP Span A Division of ASC Profiles Appendix B Span -Lok'" and SpanSeam- Drag Load Tables Span -LokTM and SpanSeamTM 24 gauge Drag Load Resistance Fastener Type Substrate Capacity #12 - 14 x 1" S.D. 16ga steel 234 1/4 - 14 x 7/8" S.D. 22ga steel 184 #14 x 1" Type A Milled Point 1/2" plywood 128 #14 x 1" Type A Milled Point Hem -Fir Dimensional Lumber 50 Drag Load Resistance (lbs.) Fastener Type Number of Fasteners per Panel 2 3 4 5 6 7 8 9 10 #12 - 14 x 1" S.D. 468 702 936 1170 1404 1638 1872 2106 2340 1/4 - 14 x 7/8" S.D. 368 552 736 920 1104 1288 1472 1656 1840 #14 x 1" Type A Milled Point 256 384 512 640 768 896 1024 1152 1280 into 1/2" plywood #14 x 1" Type A Milled Point 100 150 200 250 300 350 400 450 500 into Hem -Fir Dimensional Notes: 1) #12 -14 x 1" S.D. values are based on a 16 gauge minimum substrate. 2) 1/4 - 14 x 7/8" S.D. values are based on a 22 gauge minimum substrate. 3) #14 x 1" Type A Milled Point values are based on a minimum 1/2" C -D plywood or 1" nominal Hem -Fir. 4) Fasteners must be located a minimum of 1" from each other and from the end of the panel. Example: Span -Lok'" and SpanSeam'" attaching to 1/2" plywood 4:12 slope 30 psf snow Toad 40 foot maximum sheet length a. From Appendix A, find the Drag Load per Lineal Foot of panels (4:12, 30 psf snow load = 14.23 plf.) b. Multiply the Toad by the length of the panel to obtain the total drag Toad on the sheet. (14.23 x 40 = 569.2 lbs. drag force per panel.) c. Find the drag load in Appendix B. The nearest value is 640 lbs. The number of fasteners required per panel is five (5). Contact your AEP Span representative if you have any questions about the use of appendices A or B. Span -Lok" and SpanSeam" Installation Guide • November 2007 35 MANUFACTURING FACILITIES: AEP Span • Dallas 5100 East Grand Avenue Dallas, TX 75223 214 -827 -1740 800 - 527 -2503 AEP Span • Fontana 10905 Beech Avenue Fontana, CA 92337 909 -823 -0401 800 - 272 -2466 AEP Span • Tacoma 2141 Milwaukee Way Tacoma, WA 98421 253 - 383 -4955 800 - 733 -4955 CORPORATE HEADQUARTERS: ASC Profiles Inc. • Sacramento 2110 Enterprise Boulevard West Sacramento, CA 95691 916 -360 -2477 800 -360 -2477 Visit us at: www.aepspan.com AAEPN Engineered Solutions in Metal Zincalum& is a registered trademark of BHP Steel (JLA) Pty. Ltd. ©ASC Profiles Inc. November 2007 Printed in the USA 5M (BR144) Span-LokT Span-LokTMhp & SpanSeam Featuring Zincalume® For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. Span- LokTM, Span- LokTMhp and SpanSeamTM are performance -rated architectural standing seam metal roof systems. The mechanically seamed 2" and *3" high rib, provides aesthetic appeal and weather tightness that can be used in a wide variety of new construction or retrofit applications. ❑ Factory Mutual tested: 5' -0" span - Class 1 -75', 2' -6" - Class 1 -20'. ❑ Tested in accordance with UL580 and ASTM E1592. ❑ Meets UL 90 wind uplift requirements (purlin not to exceed 5' -0" o.c.). ❑ Span -Lok hp has an additional bend on the female rib which increases its uplift performance. ❑ Can be installed on pitches as low as 1/4":12" ❑ Has been tested for air infiltration per ASTM El 680, and water infiltration per ASTM E1646. ❑ 2" Span -Lok available machine curved (factory or field) for radiused applications. ❑ Can be installed over spaced supports or solid substrates. ❑ Factory applied sealant is standard (except curved panels). ❑ Factory swedged end laps available. Multiple course applications require staggered end laps. ❑ Factory notching available for turn under at the eave. Notch provides a clean detail and reduction in labor (left to right installation required). www.aepspan.com Subtle striations are standard l 16" coverage Span -Lok *, SpanSeam *, Span -Lok h —� Flat pan option* F Pencil Rib option Span -Lok hp SpanSeam 90° Seam 180° Seam * 3" rib height, 16" coverage available from Dallas, TX. Span =Lok & SpanSeam; Section Properties- S. an-Lok & SpanSeam 16" width Wt. S+ I+ S- I- Gau;e (Ibs. /ft.') (in.' /ft.) (in.' /ft.) (in.' /ft.) (in.° /ft.) 24 1.28 0.0633 0.0855 0.0392 0.0330 22 1.62 0.0821 0.1103 0.0555 0.0458 S'an -Lok h 16" width Wt. 5+ I+ 5- I- Gau;e (Ibs. /ft.') (in.' /ft.) (in.' /ft.) (in.' /ft.) (in! /ft.) 24 1.28 0.0633 0.0855 0.0392 0.0330 22 1.62 0.0821 0.1103 0.0555 0.0458 Note: 3" rib section properties available upon request. ❑ Two piece, self centering clips, allow for expansion and contraction of panels. Pre - caulked clips are available. ❑ Choose from subtle striations, two pencil ribs or a clean flat -pan between ribs depending on aesthetic requirements. ❑ Available in the DuraTech ®5000 coating system, aluminum or copper. t per FM approved construction methods. Engineered Solutions in Metal Tacoma, WA 800 - 733 -4955, 253 -383 -4955 FAX 253 - 272 -0791 Fontana, CA 800 - 272 - 2466, 909- 823 -0401 FAX 909 -823 -2625 Dallas, TX & Kernersville, NC 800 - 527 -2503, 214 - 827 -1740 FAX 214 - 828 -1394 Span4okT Span-LokTMhp & SpanSeam 2" High Rib /16" Width Span -Lok & SpanSeam Allowable Load (1bs /tt2) Span Allowable Load (Ibs /ft2) Span 2' -6" 2' -6" 3' -0" 3' -6" 4' -0" 4' -6" 5' -0" SS f 202 140 103 79 62 50 24 Gauge U240 202 140 103 79 61 44 DS f 125 87 64 49 38 31 108 U240 125 87 64 49 38 31 TS f 156 108 80 61 48 39 65 U240 156 108 80 61 48 39 SS f 262 182 134 102 81 65 22 Gauge 11240 262 182 134 102 79 57 DS f 177 123 90 69 54 44 U240 177 123 90 69 54 44 TS f 222 154 113 86 68 55 U240 222 154 113 86 68 55 2" High Rib /16" Width Span -Lok hp SS f 11240 f 24 Gauge DS 1/240 TS f U240 SS f U240 22 Gauge DS 11240 TS f U240 A REP N Notes: • Top values based on allowable stress. Bottom values based on allowable deflection of U240. • Steel conforms to ASTM A792 (Zincalume®) with 50,000 psi minimum yield for 16" wide panels. • Tabulated values are for positive loading only. • Values are based on the American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual" (1996 Edition). • 3" High Rib /16" Coverage load tables available upon request. Specifications subject to change without notice Loading Table Legend f -Load limited by flexural bending stress L -Span (Inches) Uxxx -Load limited by deflection SS- Single span , `} DS- Double span TS- Triple span or More 0 0 0 0 Engineered Solutions in Metal Zincalume° is a registered trademark of BlueScope Ltd. Steelscape Inc. holds exclusive rights to the Zincalumegtrademark within the U.S. m ASC Profiles March 2005 Printed in USA 5M (PS206) Allowable Load (1bs /tt2) Span 2' -6" 3' -0" 3' -6" 4' -0" 4' -6" 5' -0" 202 140 103 79 62 50 202 140 103 79 61 44 125 87 64 49 38 31 125 87 64 49 38 31 156 108 80 61 48 39 156 108 80 61 48 39 262 182 134 102 81 65 262 182 134 102 79 57 177 123 90 69 54 44 177 123 90 69 54 44 222 154 113 86 68 55 222 154 113 86 68 55 A REP N Notes: • Top values based on allowable stress. Bottom values based on allowable deflection of U240. • Steel conforms to ASTM A792 (Zincalume®) with 50,000 psi minimum yield for 16" wide panels. • Tabulated values are for positive loading only. • Values are based on the American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual" (1996 Edition). • 3" High Rib /16" Coverage load tables available upon request. Specifications subject to change without notice Loading Table Legend f -Load limited by flexural bending stress L -Span (Inches) Uxxx -Load limited by deflection SS- Single span , `} DS- Double span TS- Triple span or More 0 0 0 0 Engineered Solutions in Metal Zincalume° is a registered trademark of BlueScope Ltd. Steelscape Inc. holds exclusive rights to the Zincalumegtrademark within the U.S. m ASC Profiles March 2005 Printed in USA 5M (PS206) PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D11 -344 PROJECT NAME: PAPE - REROOF SITE ADDRESS: 12900 48 AV S X Original Plan Submittal _ Response to Correction Letter # _ DATE: 10 -19 -11 Response to Incomplete Letter # Revision # After Permit Issued EPART ENTS:I Lit ding ivision Public Works Fire Prevention Structural Planning Division Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -20 -11 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 11-17-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople*ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A Generat or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name GRAHAM CONTRACTING LTD UBI No. 601409407 Phone 2067298844 Status Active Address 9709 Third Ave Ne Ste 300 License No. GRAHACLO80PH Suite /Apt. License Type Construction Contractor City Seattle Effective Date 10/8/1992 State WA Expiration Date 10/8/2013 Zip 98115 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status GRAHAJI906R2 GRAHAM MALCOLM JV INC Construction Contractor General Unused 12/22/2010 12/22/2012 Active Business Owner Information Name Role Effective Date Expiration Date SC &B SERVICES INC Agent 10/01/2011 Amount SHERROW, DOUGLAS RICHARD Director 01/01/1980 71PKG8744707 SNYDER, KENNETH RALPH President 10/05/2011 CLARK, JOHN ANTHONY Secretary 10/05/2011 Co h Insurance BESPALKU, DOUGLAS JOHN Treasurer 10/05/2011 SLAPMAN, MICHAEL GERRY Vice President 09/29/2011 20 BAXTER, THOMAS A Agent 01/01/1980 10/01/2011 Bond Information Page 1 of 3 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS & SURETY CO 330307 10/08/2005 Until Cancelled $12,000.00 10/11/2005 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 10/7/1992 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 22 Co Arch Insurance 71PKG8744707 10/31/2011 05/01/2013 $1,000,000.00 11/03/2011 21 Co h Insurance 71PKG2344106 10/31/2011 10/31/2012 $1,000,000.00 10/06/2011 20 ARCH INS CO 71PKG2344106 10/31/2010 10/31/2011 $1,000,000.00 11/01/2010 19 ARCH INS CO 71PKG2271005 10/31/2010 10/31/2011 $1,000,000.00 10/12/2010 18 ARCH INS CO 71pkg2236504 10/31/2009 10/31/2010 $1,000,000.00 09/18/2009 17 ARCH INS CO 71PKG2162703 10/31/2008 10/31/2009 $1,000,000.00 09/19/2008 16 ARCH INS CO 71PKG2162703 10/31/2007 10/31/2008 51,000,000.00 11/02/2007 15 ARCH INSURANCE CO 71PKG2108402 10/31/2006 10/31/2008 $1,000,000.00 10/29/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 11/03/2011 ALL EXISTING SITE FEATURES TO REMAIN. 11 FILE: H: \RETAIL \RETAIL STORES #1 \GRAHAM CONSTRUCTION SERVICES \11 - 0299 -01 HERTZ BUILDING CONVERSION \07 CAD \703 CONSTDOCS \11029901- TS101.DWG DATE/TIME: 10/19/2011 8:44 AM PLOTTED BY: SARAH VALLUZZI PAPS PROPERTIES, INC. 1 RE -ROOF 12900 48TH AVENUE S TU KW I LA, WASHINGTON 98168 FILE COPY Porn* No. Pi miew approval Is subject to errors and omissions. L . L of construction documents does not authorize t :) ation of any adopted code or ordinance. Receipt o: Lpproved Field Copy and conditions is acicnow ed: y Date: !'( City Of Tukwila BUILDING DIVISION GENERAL NOTES PROJECT DIRECTORY PROJECT DESCRIPTION DRAWING INDEX VICINITY MAP 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24X36- INCHES. 3. SEE CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR- CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. 7: VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 8. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. 9. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 10. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. 11. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 12. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND /OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 13. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 14. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 15. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 16. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 17. PROVIDE SOLID BLOCKING /BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 18. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 19. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 20. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 21. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. CONTRACTOR ARCHITECT STRUCTURAL ENGINEER GRAHAM CONSTRUCTION LTD 9709 THIRD AVE NE SUITE 300 SEATTLE, WA 98115 t: 206.729.8844 f: 206.728.8845. PROJECT CONTACT: KARL PAULY MULVANNYG2 ARCHITECTURE 1110 112TH AVE NE SUITE 500 BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT CONTACT: SARAH VALLUZZI ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 t: 206.525.7560 f: 206.522.6698 PROJECT CONTACT: ALLEN TUCKER THE PROJECT IS A ROOF RECOVERING OF AN EXISTING BUILDING. WORK INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF NEW ROOFING OVER EXISTING ROOF, REMOVAL AND REINSTALLATION OF EXISTING ROOF MOUNTED EQUIPMENT AS REQUIRED. TS1.01 TITLE SHEET AND SITE PLAN ARCHITECTURAL A2.01 ROOF PLAN AND DETAILS PROJECT DATA APPLICABLE CODES: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: BUILDING AREA: FIRST FLOOR (F -1) FIRST FLOOR (B) SECOND FLOOR (B) TOTAL BUILDING AREA: WA STATE BUILDING CODE RCW 19.27 (2009 IBC W/ WA STATE AMENDMENTS) B (BUSINESS) F -1 (FACTORY INDUSTRIAL) V -B 3,144 SF 2,743 SF 958 SF 6,836 SF ROOF AREA: 8,127 SF BUILDING HEIGHT: 22' -0" 2- STORIES 48TH AVENUE SOUTH REVISIONS No changes shall be made to the scope —oaf work iihout prior.approvaLof Tukwila Building Division. ["77.: Revisions will require a new plan submittal od may include additional plan review fees. ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS ITEM S.I.O OR N.I.C. E 1 L J ITEM S.O.I.0 OR S.I.C. NEW CONSTRUCTION SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND EXISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED WALL TYPES 2 X 4 WOOD STUDS AT 24" O.C. WITH 5/8" GWB BOTH SIDES - POINTED U.N.O. AFF CLR CONT EQ EXIST FRPP GC GWB HVAC IBC LF MAX MIN MIR NTS RCP REQ'D SIM SQ TYP UNO VCT VIF WI ABOVE FINISHED FLOOR (SLAB) CLEAR CONTINUOUS EQUAL EXISTING FIBER REINFORCED PLASTIC PANEL(S) GENERAL CONTRACTOR GYPSUM WALLBOARD, GYPSUM HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE LINEAR FOOT MAXIMUM MINIMUM MIRRORED NOT TO SCALE REFLECTED CEILING PLAN REQUIRED SIMILAR SQUARE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERIFY IN FIELD WITH AREA OF WORK x x x x x x x x x —# 1]-11-❑ X x--- x— Xx —x —x —x — x X = =X �x_x_x -x_x -x x= = X X X--- - X X x = — — — • EXISTING SITE PLAN x— SEPARATE E PERMIT REQUIRED FOR: eJ N?ok hanioal rfiectrical firblumbing f as Piping City of Tukwila EUlLOtNG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 Ai- CityofTukwlia BUILDING DIVISION 3424 x x x ��_._ x —X x "x`x —x _ _ x — — -- • — SCALE: 1" = 20' -0" RECEIVED OCT 18 2011 PERMIT CENTER PROPERTIES, INC. 12900 48TH AVE S TU KWI LA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvannyG2 Architecture, DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM: SARAH VALLUZZI DRAWN: SEV TITLE SHEET AND SITE PLAN TS1.O1 10/19/2011 8:44 AM FILE: H: \RETAIL \RETAIL STORES #1 \GRAHAM CONSTRUCTION SERVICES \11 - 0299 -01 HERTZ BUILDING CONVERSION \07 CAD \703 CONSTDOCS \11029901- A201.DWG PLOTTED BY: SARAH VALLUZZI EXISTING EQUIPMENT CURB SEALANT COUNTER FLASHING SEALANT TRIM FIELD BENT PANEL 'SPAN -LOK' METAL ROOFING PANEL EXISTING ROOF PANELS TO REMAIN PAF FLA r_n" ROOF PLAN D / SCALE: 1 /8 " =1' -0" A3 -B 16 "O.C. TYP. 2A2.ov GUTTER AEP 'SPAN -LOK' MECHANICALLY SEAMED ROOF PANEL, 24 GA 'GALVALUME' 18 GA GALVANIZED 'Z' FURRING AT 24" O.C. PERPENDICULAR TO SLOPE VOID VOID EXISTING STRUCTURE TO REMAIN ISOMETRIC VOID EXISTING METAL ROOF PANELS TO REMAIN AEP 'SPAN -LOK' CLIP AT 48" O.C. EXISTING STRUCTURAL FRAMING SECTION TYP. FLASHING AT EQUIPMENT ROOF ASSEMBLY SCALE: 3" = 1' -0" A3 SCALE: 1" = 1' -0" 18 GA 'Z' FURRING EXISTING ROOF PANEL REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL GUTTER 'SPAN -LOK' METAL ROOFING PANEL NEW GUTTER, SLOPE TO EXISTING DOWN SPOUT CLEAT AND HEM, FILL W/ SEALANT 18 GA FURRING AT EAVE EXISTING GUTTER, FRAMING, AND ROOF PANELS TO REMAIN GUTTER SCALE: 1 -1/2" = 1' -0" b 113'*1 REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL FLASHING COUNTER FLASHING FIELD BENT PANEL 'SPAN -LOK' METAL ROOFING PANEL EXISTING FRAMING AND ROOF PANELS TO REMAIN PARAPET FLASHING A7 SCALE: 1-1/2" = 1' -O" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 pity of Tukwila BUII.DING DIVISION PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com RECEIVED OCT 18 2011 PERMITCENTER 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 1 PERMIT SET RUSSELL H. HAZZARD, ARCHITECT A © MuivannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM.: SARAH VALLUZZI DRAWN: SEV ROOF PLAN AND DETAILS A2.01 / / r .1 o V:RIFY M 1 lISTIN INTA EXIS N T. E01 ING DIV: IPM CRICKET, WATER TYP. AT e.._..._. EXISTING TO REMAIN, 3' \ x 8' SKYLIGHT TYP. ON OF 6 NEW TIGHTNESS BE REMOVED PANELS AND EXISTING TO REMAI NEW HVAC METAL V FLAS EQUIPMENT ROOF UNIT ING PANELS AT Al EXISTING TO ROOF 01 PET THING '00F RT NT VENTILATORS ALLED WATER TO `A2.oy REINS MAINTAIN FLASHING EOUIPN OVER ROOF, EXISTING TO REMAIN At ENT EXISTING SEE Al METAL Y EXISTI AIN ING TO D EQUI' G ROOF VER ME I WA T, RICET, ER P. A T --- -- FLASHING EQUIPMENT VERI MAI EXIS A3 A2.01 ROOF I Al -IATCH A2.01 AT �t 1 A2.01 A5 ROOF PLAN D / SCALE: 1 /8 " =1' -0" A3 -B 16 "O.C. TYP. 2A2.ov GUTTER AEP 'SPAN -LOK' MECHANICALLY SEAMED ROOF PANEL, 24 GA 'GALVALUME' 18 GA GALVANIZED 'Z' FURRING AT 24" O.C. PERPENDICULAR TO SLOPE VOID VOID EXISTING STRUCTURE TO REMAIN ISOMETRIC VOID EXISTING METAL ROOF PANELS TO REMAIN AEP 'SPAN -LOK' CLIP AT 48" O.C. EXISTING STRUCTURAL FRAMING SECTION TYP. FLASHING AT EQUIPMENT ROOF ASSEMBLY SCALE: 3" = 1' -0" A3 SCALE: 1" = 1' -0" 18 GA 'Z' FURRING EXISTING ROOF PANEL REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL GUTTER 'SPAN -LOK' METAL ROOFING PANEL NEW GUTTER, SLOPE TO EXISTING DOWN SPOUT CLEAT AND HEM, FILL W/ SEALANT 18 GA FURRING AT EAVE EXISTING GUTTER, FRAMING, AND ROOF PANELS TO REMAIN GUTTER SCALE: 1 -1/2" = 1' -0" b 113'*1 REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL FLASHING COUNTER FLASHING FIELD BENT PANEL 'SPAN -LOK' METAL ROOFING PANEL EXISTING FRAMING AND ROOF PANELS TO REMAIN PARAPET FLASHING A7 SCALE: 1-1/2" = 1' -O" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 pity of Tukwila BUII.DING DIVISION PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com RECEIVED OCT 18 2011 PERMITCENTER 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 1 PERMIT SET RUSSELL H. HAZZARD, ARCHITECT A © MuivannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM.: SARAH VALLUZZI DRAWN: SEV ROOF PLAN AND DETAILS A2.01