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HomeMy WebLinkAboutPermit D09-138 - UNIBE CARE CLINIC - AWNINGUNIBE CARE CLINIC 13100 MILITARY RD S D09 -138 Tenant: Name: UNIBE CARE CLINIC Address: 13100 MILITARY RD S , TUKWILA WA Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 City' Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: AVL ENTERPRISE LLC Address: 13100 MILITARY RD S STE 1 , TUKWILA WA 98168 Phone: $6,815.00 DEVELOPMENT PERMIT Parcel No.: 1623049006 Permit Number: D09 -138 Address: 13100 MILITARY RD S TUKW Issue Date: 08/19/2009 Suite No: Permit Expires On: 02/15/2010 Contact Person: Name: WESLEY ANTHOLZ Address: 23001 MARINE VIEW DR S A201 , DES MOINES WA 98198 Phone: 206 - 850 -3600 Contractor: Name: AMERICAN PATIO COVERS PLUS INC Address: 14219 SMOKEY PY BLVD BLDG 4 , MARYSVILLE WA 98271 Phone: 360- 658 -7281 Contractor License No: AMERIPC956PP * * continued on next page ** Expiration Date: 10/24/2009 DESCRIPTION OF WORK: INSTALL 16' X 16' OVER EXISTING STAIRS AND LANDING TO PREVENT WATER FROM GETTING TO BOTTOM OF DOORS Fees Collected: $352.65 International Building Code Edition: 2006 Occupancy per IBC: 0008 D09 -138 Printed: 08 -19 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oftukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc of work. I am authorized to sign and obtain this development permit. Signature: / Date: g _ I ! ri (.."- Print Name: doc: IBC -10/06 [ 7 /4 1/1 4 - J 12_ Permit Number: D09 -138 Issue Date: 08/19/2009 Permit Expires On: 02/15/2010 1) 7J Date: 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. D09 -138 Printed: 08 -19 -2009 Parcel No.: 1623049006 Address: Suite No: Tenant: UNIBE CARE CLINIC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 13100 MILITARY RD S TUKW PERMIT CONDITIONS 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -138 ISSUED 07/21/2009 08/19/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 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 Building Official from requiring the correction of errors in the construction documents and other data. D09 -138 Printed: 08 -19 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond-10/06 Date U 1 7' o t\ c SI C - 7 A-0-4 v D09 -138 Printed: 08 -19 -2009 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htv://www.ci.tulcwila.wa.us Builds g P ermit No. Mechanical Permit No umbngiCas Permit No Publ tc: tN Prod ectNa 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 p King Co Assessor's Tax No.: Site Address: 1 70 00 M4tl Rol S TRictvitak w. Tenant Name: uNir6e Q,- v e,�t 'Yvv C Property Owners Name:3 Mailing Address: i 17 01..7 M.1L t+r.A, SJ S Contact Person: tz m 4-1- T �CW j S E -Mail Address: 13 t`'C, h 0 &v. c- n ,PS f. U C Contractor Registration Number: fpm E I t P C 9S, P H: Appli®tions\For s- Applications On Line \2009 Applications \I-2009 • Permit Appliestion.doc Revised: 1-2009 bh Suite Number: I I,.14_1 4".e.o, City (61 304 -8 -o6 New Tenant: ❑ Yes ®..No State Floor: - CONTACT :PERSON — wh ad o. .we. contact: when: your perm ttas readytobeissued • Name: eS [ C h J 8 1 6 Zip Y,(43 / Paul Telephone: rn Mailing Address: 'a 3 bo l . r I n C ( u l 'kS rnv ` ncS C WI A' I I ` t ,, 1 ' � City 6 S to Co E -Mail Address: \(v e S t n SCc 44 C O ►' IC V I O Wl�t N I t � 'Number: 9,() 6' S� °3 C o o GENERAL CONTRACTOR'INFORMATION : (Contractor Inform aat on for : Mechatucal (pg 4) for Plumbing and Gas Pipumg (pg 5)) Company Name: Role P■rc A j 1 r UC7`s ►n'�4 ,4r sv, IIC Mailing Address: `4,11 cj S o e y U t1+ B10/9 • c C A G 2 .a'7 I City State Zip Day Telephone: 3 (() 6S8 ..,RS, Fax Number: 31,6- 65 8 ° 1)9 Expiration Date: /b - 02 1 (• ARCHITECT OF RECORD All plans must be wet st Architect ot`Record : Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State State Zip Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip Page 1 of 6 E. NGINEER OF RECORD All :pi sins : must :be wet stamped by:Engtueer ofRecord • BULD1AIG PERtVM[T 1N�'URMATLaN - :206 - 431 -367U > ::: D� Valuation of Project (contractor's bid price): $ � / 'clop 4 Existing Buildin? Valuation: $ Scope of Work (please provide detailed ' ormation : 1 ►15'/ - 1 I 4 w►�l 11 [, 1 6 X / ( ' D t�C t" / l etc-i � i A g-k;tc cl ✓l Lat't n To cpcum r �t tdw■ 5(44-; �v Drv► � rl w s KliVC D O( Ent to It 7 s o� it c��C�� lc OC 1 �- � o>1 Sh:rs c, 4 %1 Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Btilding.Areas in Squar Footage Below 1`. Floor :...:::::.:.. • nd Floor ................ . .............................. Floors thru Basement Accessory Street r.e* ...... Attached :Garage Detached: Garage .AririaliertCarport Detached: Carport - Covered Deck Uncovered Deck: . . .. .............. Addition to . E ti:sting Existing : Iotenlor Remodel Structure ew C onstruction per Occupancy -:per. PLANNING DMSION: 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 If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns- Applications On Line \2009 Applications \I-2009 - Permit Appli ation:doe Revised: 1 -2009 bh Page 2 of 6 PERMIT:APPLIGATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: Print Name: BUILDING OWNER OR AUTH RIZED AGEN Date: 07/Z1 (O9 Day Telephone: 074)6 24 2-7 yl 3 � J Mailing Address: 3 00 M.<< -A0 S City 1A ° 1 Y a� 6 b City State Zip Date Application Expires: Date Application Accepted: H: Applications \Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Applicationdoc Revised: 1 -2009 bh Staff Initials: Page 6 of 6 Parcel No.: 1623049006 Address: 13100 MILITARY RD S TUKW Suite No: Applicant: UNIBE CARE CLINIC Receipt No.: R09 -01135 Initials: User ID: Payee: WER 1655 TRANSACTION LIST: Type Method Descriptio Amount SEATAC PRIMARY CARE PHYSICIANS Payment Check 3042 352.65 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 000/322.100 000/345.830 640.237.114 RECEIPT Account Code Current Pmts Total: $352.65 Permit Number: D09 -138 Status: PENDING Applied Date: 07/21/2009 Issue Date: Payment Amount: $352.65 Payment Date: 07/21/2009 12:00 PM Balance: $0.00 211.00 137.15 4.50 PAYMENT RECEIVE doc: Receiot -06 Printed: 07 -21 -2009 Project: t • a,/A/rr. ni9,?E e.u,rK Type of Inspection: f7 AlA L ., ( /°e, )t., Address: /.3 /oC /rn G✓ r - i9,? V /3 ) S Date Called: ' Special Instructions: 7 Date Wanted: /— .- 0 ..... /Q elf Requester: Phone No: ace — 35t 3 6, 4 0 r Approved per applicable codes. Insp INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l z)05- /se PERMIT NO. (206)431 -3670 COMMENTS: 1 1) eX kl p(ft Date: l ` Z) 1.) • F7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Ni.: 'Date: V1� Corrections required prior to approval. )1. Project: - Type of I spectio ry , Address: 1310 c3 AA: \ ,-w Date Called: Special Instructions: l ,� `ckt, 4 -..„,,,..„......, DMA{ W Date Wanted: ) _ — + O ( I Requester: Phone 3o: l .cg '72-‘3 dA INSPECTION NO. INSPECTION RECORD Retain a copy with permit it CITY OF TUKWILA BUILDING DIVISION ' R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U_ci- l 3g PERtilT NO. A I`l Corrections required prior to approval. COMMENTS: Y t' i& n P.c i 3 A S Inspe tor: 61- ‘71 )I U Date: /_ r Z ( _ 1 E $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, -fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: By Date: PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: LS M a ' ` ro re Date:, C3-J14 FI E OP Permit No. ( 3 City Of Tukwila BUILDING DIVISION Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field • and conditions is acknowledged. REVISIONS No changes shall made to the scope of work without prior approval of Tukwila Building Division. :111 4" require a new plan submittal , br INCOMPLETE '.T # � tO9 i38 f r77 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2009 City of Tukwila BUILDING DIVISION RECEIV AUG 0 4 2009 PERMIT CENTEh p osi 14c-4- /3 4 c)(4 My L)nt '5 " 1[ - Lnc I b ' , D69- 138 RECEIVE JUL 2 ;a nog PERMIT CENTE 13100 Military Rd. Soul) =3==m" ft Scale: 1 inch = 50 ft. N CityGIS Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. to% 138 REVIEWED FOR CODE COMPLIANCE A PPROVE ECEIVED al�ll. 212009 PERMIT CENTEF, AUG 17 2009 ,11) City of Tukwila BUILDING DIVISION 3313.33T1 136,10 3 13100 Military Rd. SoutI Scale: 1 inch = 50 ft. N Copyright O 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. INCOMPLETE LTR# 039 50 ft CityGIS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2009 City of Tukwila BUILDING DIv EC EWED AUG 04 2009 PERMIT CENTEF • 13100 military road s tukwila wa - Google Maps Address Googit r lap 3. Occupancy Clasification - B 5.Bldg area. COVER SHEET 2.: 13100 Military Road S. Tukwila WA 98168 X09 138 • 4. Install awning mounted one foot back on existing roof to extend out 15' from edge of current roof. Four posts . First two posts are 8' out on both sides from the edge of the roof. The 2 set of posts are 13' out from edge of roof. All four posts mount onto existing concrete slab. Posts are 13' off the ground. Two alunimun beams running between between posts. Page 1 of 1 RECEIVED JUL 212009 PERMIT CENTER http: / /maps.google.com/ 7/21/2009 7/21/2009 F D09- 138 RECEIVF JUL 21 2009 PERMIT CENTh. . . . REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2009 City of Tukwila BUILDING DIVISION FILE COPY Permit No. • 410.0}00 DOcv 138 RECEIVED JUL 21 2009 PERMIT CENTER T -Bar Roof System Installation Guide & Design Manual T -Bar Roof System Installation Guide This guide was designed to make the installation of the T -Bar Roof System as simple and straightforward as the system itself. Although individual conditions may vary and application methods are numerous, the information contained herein is based on general standards used in most applications. It is strongly recommended that you read this guide completely before proceeding with your installation. Recommendations are made in regard to specific products and failure to follow such may void any warranty associated with these products. If you are unclear on any of the points described herein, be sure to contact your supplier for clarification before proceeding. Having a full understanding of your roof and the appropriate installation, handling and maintenance techniques will not only make the installation easier, but also reduce the possibility of frustration or problems. Read this guide cover to cover, gather up your tools, layout your components and roll up your sleeves. Before long, with a full understanding of these guidelines, you will have installed a top quality roof that will withstand the test of time. Design is in accordance with the 2003 International Building Code, AA ASM 35 and Parts 1 -A and 1 -B of the Aluminum Design Manual AA ADM 1. Provisions for Patio Covers as set forth in Appendix I of 2003 International Building Code apply. Mechanical properties of aluminum alloys are provided in AA ASM 35 and Parts 1 -A and 1 -B of the Aluminum Design Manual AA ADM 1. Structural design load requirements to be as specified by governing building codes and bodies, local ordinances, project specifications and /or regulatory authorities. Follow all notes and recommendations contained within this manual. Refer to Installation Guide for care and maintenance. Minimum recommended pitch for roofs is 1/4" per foot or 1.19 degrees slope. Information contained within this manual can be applied for most applications of patio covers. However where individual conditions and applications vary, separate engineering is required. Base building structure to which canopy system is attached to provide required seismic restraint. The procedures for determining net design wind pressures (pnet) is provided in subsection 1609.6.2.2 Components and Cladding of the 2003 International Building Code, section 1609 Wind Loads. Using the code provisions a 12.2 psf net design wind pressure is given for the following conditions: — 85 miles per hour (37.4 m/s) nominal design 3- second gust wind speed. — importance factor of 1.0 — exposure B — urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single — family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another type of exposure. — mean roof height of 30 feet Many patio conditions fit within these criteria. Consult the International Building Code and local building jurisdictional authorities where other conditions apply for determination of the net design wind pressure. Page 1 T -Bar Roof System Installation Guide & Design Manual UTape Measure. ❑Square. ❑Level. UFelt tip marker and /or Grease pencil. 0No.2 Robertson screwdriver (Red handle) and /or Phillips Screwdriver. UElectric drill with 3/16" diameter drill bit. ❑Rubber Mallet. UUtility knife. UPliers. ❑Plumb Line. ❑Chalk Line. UStep or Extension Ladders. 2 if more than one installer (Suitable to reach beyond your highest intended height) UMild liquid soap. USoft, non - abrasive cleaning rags. The following items may be required; depending on the amount of altering you will be doing to the supplied products. UCircular saw with blades suitable for cutting aluminum and plastics. ❑ Hacksaw and /or Miter saw. ❑Tin snips ❑Silicone sealant (Recommend - Tremco Spectrum II, G.E. Silpruf or Dow 795). U Metal roof flashing (no less than 0.029 gauge). USafety Goggles. NOTE Various types of fasteners may be provided for varying circumstances or be substituted depending on engineering or design requirements. In such cases, alternative types of screwdrivers) orfastening devices may be required. Page 2 Do's AND DON'TS DO'S DO, whenever possible, follow the instructions in this guide. DO check local building regulations before you begin. DO make sure your superstructure is square and true. DO use only fasteners described in this guide and /or provided with your roof. DO fasten all components as described herein, paying particular attention to the spacing and frequency. DO remove any burrs from aluminum sections after doing any cutting. DO cut all gaskets square. DO keep gaskets free of aluminum filings, sawdust and any other such dirt and debris. DO store all materials indoors, under cover or keep them cool and protected from the sun and elements until installation. DO use only recommended silicone sealants. DO avoid using sealants unless specifically outlined in this guide and in all cases do so sparingly. DO make sure that wood stain or finish is thoroughly dry before attaching any roof component to it. T -Bar Roof System Installation Guide & Design Manual DON'TS DON'T proceed without reading this guide. DON'T assume that any structure will withstand the loads exerted without checking. DON'T leave even the slightest errors uncorrected. DO use only full lengths of aluminum bars, caps and DON'T join two or more lengths together. gasketing. DON'T use fasteners of a quality, length or type contrary to those described herein and /or provided with your roof. DON'T apply fasteners in areas not specifically outlined herein or spaced other than described herein. DON'T install gasketing to aluminum sections without first removing burrs or metal shavings. DON'T cut any gaskets on an angle. DON'T install dirty gasketing or a positive seal may be compromised. DON'T store materials in direct sunlight. Expansion prior to installation can cause installation difficulties and the protective masking can stick to acrylic panels. DON'T use non - recommended silicone sealants. Some sealants can cause material deterioration. DON'T use sealants unless specifically outlined herein. DON'T start before the stain is dry or use wood stains that contain petroleum distillates. DON'T bring stain or finish in contact with any roof component. Page 3 COMPONENT YOUR ROOF SIZE X EXAMPLE 12' x 10' 12 +2 =6 pcs OCIi lc Acrylic Sheet Width in feet + 2 — F- Section 2 pcs per Sheet © Acrylic Width 2 x 6 =12 pcs T -Bar (Width in feet +2) +1 ...1,1 6 +1 =7pcs A T -Bar Cap (Width in feet _ 2) + 1 6 + 1 = 7 pcs (-. T -Bar End Cap 1 per T -Bar 7 pcs Mr Hanging Rail 1 pce at Width 1 pcs @ 12' L ... Flashing Pieces sufficient to cover Width 12' ,--_ ,( Colonial Gutter 1 pce at Width 1 pcs ® 12' p L 2 pcs © 10' 4" Side Fascia 2 pcs at projection + 4" approx. T -Bar Roof System Installation Guide & Design Manual YOUR ROOF COMPONENTS ................ ................. The type and size of roof that you have ordered will determine which specific roof components are provided and the quantity of such. Some of the hardware is common to all roofs regardless of type and size. By fully reading through this guide and acquiring an understanding of how to assemble the roof, you should be able to make a determination of which components are appropriate to your specific application. The following list should assist in determining the quantity of components for most standard roof systems. Page 4 COMPONENT YOUR ROOF SIZE X EXAMPLE 12' x 10' ll , 1 x 1 Comers 2 pcs © 1 ft. approx. 2 pcs fi�tUf�] I -Beam 1 pce at Width — 7 1 pcs © 12' Lt Heavy I -Beam 1 pce at Width for wider Post spacing Ridge Beam 1 pce at Width for Gable Style Applications 71 I 1 pcs @ 12' 1 pcs © 12' 1.4 + 1 = 3 posts / d Posts (Width in feet _ 8) + 1 3 pcs Post Top Shoes 1 per Post Post Bottom Shoes 1 per Post 3 pcs T -Bar Roof System Installation Guide & Design Manual YOUR ROOF COMPONENTS — CONT. NOTE ............... Sizes given in this charters as a guideonly. Actual factorydimensions will vary slightly. An 1 -Beam may not be required for roof systems that are installed on an existing substructure, that don't require an overhang or roofs having small projections. A Heavy I -Beam is used in standard applications where greater post spacing is required or for otter engineering /load requirements. In most circumstances you will require either a standard 1 -Beam or a Heavy l- Beim, not both, Ridge Beams are used in Gable. Style applications in which case you will likely require a Ridge Beam and two (2) l- Beams The uanti of q ty posts may vary in some circumstances or by individual preference. Calculations used here are as a guideline only. Refer to the Post Spacing Charts found later in this Design Manual for appropriate: number of posts specific to yourindividual circumstances Page 5 T-Bar Roof System Installation Guide & Design Manual ---- - : -- - - • -BAR ROOF SYSTEM COMPONENTS Page 6 32rn rn (1.26) HEAVY DUTY T-BAR 5061-T6 2.5O3 DEGLAS 16/32 IMPACT NO DRIP DOUBLE-SKINNED ACRYLIC SHEET - .3.134" HANGING RAIL 5051-T6 1;2 64mrn (2.52) DEGLAS 16/64 AUTO? DOUBLE-SKINNED ACRYLIC SHEET STANDARD T-BAR CAP 6061.- T6 3.200" COLONIAL GUTTER 6063-T5 T-BAR ROOF SYSTEM COMPONENTS - CONT. 4695" 4 500" SIDE FASCIA 6063 75 STANDARD I BEAM 01 -i6 2.500" 1 1.495" ... rsuananni .. uta TOP SHOE 6061-T6' 1.600" 1 BOTTOM SHOE 6061-16 T-Bar Roof System Installation Guide & Design Manual 1.3420' 1.5020' 3. D020" F SECTION 6063-T5 HEAVY DUTY I BEAM 6061-T6 SQUARE POST 6061-T6 1 .847" Page 7 T-Bar Roof System Installation Guide & Design Manual T-BAR ROOF SYSTEM COMPONENT PROPERTIES Page 8 MEMBER T-- PAR SIDE FASCIA HEAVY DUTY I - BAR SQUARE POST MOAK) T- BAR CAP E-SECTION FOR DEGLAS STANDARD 'V BEAM HANGING RAIL TOP SHOE BarrOM SHOE COLONIAL GUTTER EAVY DUTY 'I' BEAM ALLOY 5061--T6 6063- 6061-T6 6061-T6 5061-•T6 6063-T5 6061-T6 6061-T6 6061-T6 6061-T6 6063-T5 6061-T6 AREA , 2 ) 0.8877 0.6088 1.4235 0.8319 0.3923 0.1458 1.2150 1.0644 1.0644 0.8462 1.2287 1.6802 Sx Sy Ix iy (n ) On ) ( ) (in ) + 0.3921 0.1959 0.7974 0.2707 0.47.3.3 0.0709 1.1310 0.0714 0.6072 0.4282 1 .2007 0.6715 0.7130 0.7130 0.9804 0.9804 0.1657 0.1103 0.1679 0.1303 0.0082 0.0.312 0.0042 0.0287 1.7991 0.4653 4.1450 0.6953 1.3486 0.3478 3.2640 0.6778 0.1184 0.4501 0.1307 0.5626 0.1404 0.6570 0.1782 1.8101 0.4297 1.8900 1.2785 5.8066 3.4264 0.6913 11.3566 1.0370 T -Bar Roof System Installation Guide & Design Manual • GETTING STARTED You will need to know your roof pitch or slope as a before you can begin to install your components. In most cases. the single most important determining factor is the highest point at which you can fasten to against your house. The difference between this height and what represents a suitable roof height at the low side or front of your roof will determine your pitch. NOTE: The minimum recommended pitch is 1/4" per foot or your roof should rise Vs" for every 12" on projection. i.e.: 8 ft projection will require a minimum of (8 x1/4) = 2" rise. In cases where there is no restrictions on your back height (two story blank walls, etc.) you may choose to determine a suitable front height and then work back towards the building to determine where to position the Hanging Rail or high point of your roof. In all cases more pitch is better. Cleaning, maintenance and load requirements are all factors here and the greater the pitch, the less the concern. 1. Determine where and how high you can fasten to your wall or fascia taking notice of second story windows, etc. When fastening to the fascia it should be noted that the fascia or faceboard should be no less than 5 inches. 2. Determine a suitable front height. In most cases you will desire a height that an individual can stand under. A reasonable height would be approximately 80 inches. This will be measured from the floor, deck or pad to the underside of the I -Beam. 3. Once both back and front heights are determined, you should now be able to proceed with preparing and installing your roof system. INSTALLING THE HANGING RAIL • The first piece to install is the Hanging Rail. This is attached to the side of the existing building or the existing fascia at the high point of the roof. 1. When fastening to stucco or similar wall surfaces you should cut a slot horizontally across your wall to insert the top leg of the Hanging Rail. Having determined the position of your Hanging Rail you will be able to place a mark along the wall where the top edge of the Hanging Rail meets with the wall. A chalk line should be suitable for this purpose. Using a circular saw you can then cut a groove along the chalk line to a depth of approximately 3/8 ". 2. When fastening to the existing fascia of the house you should fasten through it and into each and every rafter end. Longer fasteners may be required in this instance. Page 9 T -Bar Roof System Installation Guide & Design Manual 3. Fastening should be done with #12 x 3 Screws. Space the screws approximately 8" apart along the length of the hanging rail for siding or stucco, etc. and 2 rows approximately 24" apart for fascia or overhang installations. NOTE: This hanging rail will be carrying much of the weight of the roof and therefore great care should be taken in ensuring that it is adequately fastened. HANGING RAIL CONNECTION DETAILS T -EAR CA }' NOT SHOWN FOR CLARITY' HANG;NG RAIL T -BAR CAP NOT SHOwN FOR C1.ARiTi H ANi NG RAIL Page 10 #8x1/2 TEK. SERE '`•" , EACH SIDE OF T--BAR CENTER UPRIGHT F SECTION AT ENDS OF DEGLAS PANELS BETWEEN T- BARS WALL WITH STUCCO OR SIMILAR FINISH _ #12x3 1/2" SCREWS rs "o /c / INTO SOLID WOOD SUPPORT FLASH :NG /. NOTCH T -•BAR FOR FLASHING DEGLAS 16/32 OR 16/64 ACRYLIC / BETWEEN T --BARS GASKE DNG WALL WITH SIDING FINISH . HORIZONTAL `.A.OT TO RECEIVE TOP LEG OF HANGING; RAIL. #121;3 1/2." SCREWS 0 8"0/ c INTO SOLID WOOD SUPPORT - FLASHING NOTCH T••BAR FOR FLASHING DEGLAS 16/32 OR 16/64 ACRYLIC PANELS / BETWEEN 1 -8ARS / r CASKETING 11' \ L #8x1 /2 TEK SCRFW - -1 EAEH SIDE OF T -BAR CEN1F.R UPRIGHT \ F AI ENOS OF DEGLAS PANELS BETWEEN T -BARS PANELS r HANGING RAIL. DEGLAS 16/32 OR / 16/64 ACRYLIC PANELS I 1/ T -BARS / / {/ ; FLASHING / W \ � \ _ GASKETING \ > &x1/2' TE?C SCREW `- EACH SIDE OF T -BAR CENTER UPRIC•HT FRONT VIEW 3.672 HANGING RAIL 2- -ROWS #I2x3 1/2" SCREWS 0 24 "c /c INTO EACH RAFTER END /� FLASHING NOTCH 1-BAR FOR FLASHING � DEGLAS 16/32 OR 16/84 ACRYI.I PANELS 3ETWEEN T -EARS r CASYETING FASCIA OVERHANG T -•BAR CAP NOT SHOWN FOR CLARITY 1 #8X;/2: SCR1 r � EACH SIDE Cf 1-1. UPRIGHT J F - -SE . TION AT ENDS OF DECLAS PANELS BETWEEN 1-BARS T -Bar Roof System Installation Guide & Design Manual NOTES: STRUCTURE FOR SUPPORT OF HANGING RAIL AND CANOPY RESPONSIBILITY OF OTHERS. FOR FASTENING INTO SOLID CONCRETE USE Hi:1: KM?. BOLT II EXPANSION ANCHORS 1 /4 "11) 2" EMBEDMENT AT E3 "o /c, CONSULT. EAGINEE.R FOR UNUSUAL. LOAD SITUATIONS AND FOR O1HER FASTENING CONDITIONS OR ALTERNATIVES. ALLOWABLE Y:RTICAL. LOAD CAPACITY IN SHEAR OF THE HANC,ING RAIL CONNECTIONS IS 400 ;In PER LINEAL FOOT. THE CONTRACTOR/OWNER 11UST COMPLY 'OATH ALL APPLICABLE COVE :RN :NG BUILOI.NG CODE: Ri:i;I;;A1 ON`.i AND FRONT BEAM BEAM AND POSTS The lower portion or front of your roof will be supported by posts and in most cases an I -Beam. Given that the !- Beam is 4 deep your posts will be 4 shorter than the height to the underside of your roof (T-Bars). In most cases the height or length of your posts are simply height that an individual can stand under or approximately 80 ". 1. If you ordered your posts cut at a predetermined length, then you may proceed to installing such. If you need to cut your posts, you should do so now. As with most of the roof system's aluminum components, the posts can be easily cut with a circular saw, mitre saw or hacksaw. 2. You will need to install a Bottom Shoe into one end of each post. Simply slide the upward legs of the shoe into the end of the post and fasten with two self- tapping screws through each side of the post about 3 A" up from the bottom. 3. You should now insert the Post Top Shoes into the I -Beam by sliding them in from either end of the Beam. There should be one Shoe for every post. 4. When these Top Shoes are positioned along the length of the Beam at roughly where the Post will be positioned, you can then slide each post over the Shoe and fasten through each side of the beam as with the Base Shoes. Note: When sliding the Posts over the Top Shoes you should ensure that the outward flanges on the Bottom Shoes are aligned in the same direction as (parallel with) the I -Beam. Page 11 T -Bar Roof System Installation Guide & Design Manual 5. You will now have a unified Post and I -Beam assembly that can be tilted upright and positioned where required. This may require an extra set of hands, especially in the case of wide roofs. Tilt the assembly upright and position it so that your posts are located across the width where required. Your Posts should still be able to slide left or right within the I -Beam should any adjustments be required. You should also make certain that the distance from the Hanging Rail to the Post position is exactly the same at each and every Post. 6. When the Posts are positioned as required you can now fasten your Bottom Shoes to the deck or pad. The fasteners used are dependent on the type of deck or pad onto which they are being fastened. Large wood screws may be used for decks or wood surfaces while "HILTI" bolts or similar may be required for concrete or similar surfaces. In all cases you should be certain that these fasteners are of a size and strength to secure your roof in the strongest possible fashion. Once your Post and I -Beam assembly is positioned and securely fastened, you can proceed with the installation of your T -Bars. In some cases you may wish to brace this Beam assembly before proceeding to avoid any tendency it may have to fall. Page 12 POST, TOP SHOE & STANDARD I-BEAM DETAILS T•--BAR CAP T-BAR CASKETING * 1 \ L. F = = t I; x1/2 TEX SCREWS EACH SIDE OF T-BAR CENTER \ UPRIGHT TOP SI-IOE POST, TOP SHOE & HEAVY DUTY I-BEAM DETAILS (4)1/4"0-14 TEX SCREWS \--• (2-EACH SIDE) FOR NORMAL wiND EXPOSURE II\ (6)1/4'0-14 TEK SCREvrs \ (3-EACH SIDE) FOR HIGH WIND EXPOSURE /4 2 3' • ": SCX:ARL ;- 4 0ST DEGLAS 16/32 OR 16/64 ACRYLIC PANELS 13:ElwEE:N T-EIARS STANDARD i-BEAM 1 1 t #8:.: /2" TEK SCREWS t. EACH SIDE OF T-BAR CENTR LIPR:CH DEGLAS 15/32 OR 16/64 ACRYLIC PANELS BETWEEN T•BARS • HEAVY DUTY I-BEAM - TO? SHOE SCREWS (2•EACH SIDE) FOR NORMAL titiND EXPOSURE OR (6)1/4"e-14 TEK SCREwS (3-EACH SIDE) FOR HIGH W1I-4D EXPOSURE ■ 2 3/4' SQUARE POST T-Bar Roof System Installation Guide & Design Manual T-E4AR DECLAS 16/32 OR 16/64 ACRYLIC PANELS BETWEEN T-BARS • GASKETING "". STANDARD I-BEAM (4)1/4'0-14 TEX SCREWS (2-EACH SIDE) FOR NORMAL WIND EXPOSURE TOP SHOE 2 3/4" SQUARE POST DASKETING HEAVY DUTY I--BEAM • (4)1/4 TEK SCREWS (7 -EACH SIDE) FOR NORMAL WIND EXPOSURE N., "- TOP SHOE • 2 3/4" SQUARE POSI T--BAR C.4 NOT SHOWN FOR CLARITY 8:0/2" IEK SCREWS EACH SIDE OF T-BAR CENTER UPRIGHT OR T-BAR DEGLAS 16/32 OR 16/64 ACRY'JC PANELS BETWEEN T—SAR T-BAR CAP NOT SHOWN FOR CLARITY .8x1/2* TEK SCREWS EACH SIDE OF T-EAR CENTER UPRIGHT OR (6)1/4'0-14 1EK SCREWS (3-EACH SIDE) FOR HIGH WIND EXPOSURE NOTES: ALLOWABLE VERTICAL UPLIFT CAPACITY AT EACH T-SAR E.ND CONNECTION IS 223 ibs. ALLOWABLE VERTICAL. ;pun cApAcire AT EACH POST TO BEAM CONNECTION IS 1295 lbs. (6)1/4'0-14 111I: SCREWS (3-EACH SIDE) roR HIGH ?IND EXPOSURE NOTES: ALL OttABI.F. VER 1:CAL UPI !FT CAPACITY AT EACH 'F-BA. [Ni) CONNECTION IS 223 iba. ALLOWABLE VERTICAL UPLIFT CAPACITY AT EACH POST TO BEAM CONNECTION IS 1296 lbs. Page 13 T-Bar Roof System Installation Guide & Design Manual Page 14 \ \ SPuCE OVER POST RECOMMENDED STANDARD I•--BEAM (4)1/4"0 'EHRU 9OLIS EACH SIDE - 1/8" PIXIE (.4)1/4 TEK SCREWS \- (2-EACH SiDE) FOR NORMAL WINO EXPOSURE OR (6)1,40e-14 TEK SCREWS 11 (3—EACH SIDE) FOR \ ip.GH 'MD EXPOSURE • SHOE \-• 2 3/4" SQUARE POST STANDARD i—DEAm SHOWN SAME PROCEEDURE AND MATERiA,s APPLr TO HEAm‘e DUTY 12" " p- Lir PLATE (4)1/4"18 THR.Li BOLTS /— EACH SIDE / / // / STANDARD i--BEAM / 0 0 NOTES: TOP SHOE 2 3/4" SQUARE POST ALLOWABLE: VERT:CAL UPLIFT CAPACITY AT EACH POST TO HEAM CO.NNEC•DON is 1296 ibs. N‘. (4)1/4"e- 4 TEK SCREWS (2-EACN SIDE) FOR NORMAL 1MND EXPOSURE OR (0/4"0-14 TEK SCREWS (3-EACH SIDE) FOR H1D-1 WD EXPOSURE FRONT BEAM AND POSTS 1. In most cases all of your T-Bars will be identical, so choose any one and position it at either the left or right edge of the Hanging Rail. It should be pushed tightly up into the Hanging Rail and positioned flush with the outer edge. 2. Using #8 x 1/2" Tek screws fasten one on each side of the centre upright of the T-Bar. You should position your screws in the centre of the serrated section of the Hanging Rail, which runs the length of the Hanging Rail where the T-Bar rests. :}Z}WAPP • .. ' • • tixsaX ::44*.. •UW.:11.4•74:. '''''': ::.• :-... • , X$9.0. . •• • :. •' ..... ':: 1:•!:.. WiMaggaS • :.......-:-...-.:-.-:„.... 4. " ?T.2:?eRg:•:. ....,,,,,ig ••••••••••:**,::::::;I:K::*:... ....1,:::::* . 1Z!......;:iimi::::::::: , • , •; , .. , :m-0.:: , .. , : , •:0- , •::::::: : •::; ., :i::::::::::••::::.m v f•:•. , : , ::::::•-"• , ::::-.-•:::'•::'::••' , ••••"•:''''•• ""'''''' • ' ' 3. Use two more screws to fasten the same T -Bar to the top of the I -Beam. You should ensure that your Post and I -Beam assembly is running exactly perpendicular using a set square or similar device to determine such. You can then fasten the T -Bar to the I -Beam approximately 1/4" back from the front or outward edge of the Beam. 4. Repeat these steps for the T -Bar at the extreme other edge of your Hanging Rail. 5. The remaining T -Bars should now be spaced between the two previously installed. The centres should, for the most part, be equal across the width of your roof. Your supplier should be able to assist you in determining your centres if you require. If you don't already know your roof centers you can use the following formula to determine this. T -Bar Roof System Installation Guide & Design Manual YOUR ROOF EXAMPLE Roof Width 144" Subtract One T -Bar Width -3 1/8" Balance 140 7/8" 24 5 units (sections) Rounded Up 6 equal sections Balance 140 7/8" Rounded Up + 6 Equals Centres 23 1 /2" Subtract 3 A" for Deglas Panel Width 22 3 A" panels The tolerances allowed between T -Bars will allow you to round your centres to the nearest 1/8 ". In most cases you will then be able to narrow your final opening to accommodate this. 6. Upon establishing the placement of these T -Bars, fasten the top end as detailed in Step #3 above. 7. Once you have positioned and fastened all of the T -Bars, proceed with installing the Gutter Rail. INSTALLING THE GUTTER RAIL 1. The Gutter Rail is placed at the underside of the lower end of the T -Bars. 2. Before installing you should detemrine the placement of any downpipe as you will need to cut a hole through the bottom of the Gutter Rail to position your outlet. Once you have determined the position of such you can then cut this hole with hole saw or similar. The size and shape of this hole will depend on the type of gutter outlet being used, but in most cases a 2" hole will be used for conventional gutter drops. Page 15 T -Bar Roof System Installation Guide & Design Manual 3. Foam plugs are provided to seal or "dam" each end of the gutter rail. These simply slide into each end of the gutter to the extent that they are flush with each open end. You may now seal these in place using an appropriate sealant to ensure a water -tight seal for the ends of your gutter. 4. The inside horizontal leg of the Gutter Rail should be flush with leading or front edge of the T -Bars and in no case should it protrude beyond. 5. To fasten it, you use the Y2 Tek screws provided. Fasten two (2) to the end of each T- Bar at each side of the T -Bar centre upright. When looking down from above the T -Bars you should position these fasteners at the approximate centre of the horizontal leg of the Gutter Rail. 6. Once you have securely fastened the Gutter Rail to the lower proceed with the Gasketing. Page 16 DEGLAS 16/32 OR 16/64 ACRY'L•C PANEL:. / /– BETWEEN T - -BAR COLONIAL GUT rR / / –BAR J ' tiSKETINC /// / j 1–BAR CAP NOT SHOWN FOR CLARITY 1 i #81r1, /2" TEK SCREwS EACH SEX OF T –BAR CEN1ER :IPi?If;1 -T NOTES: end of each COLONIAL GUTTER ALLOWABLE bERTICAI. UPLIFT CAPACITY AT EACH T – BAR ENO CONNECTiCN IS 223 lbs. .::: >: ..:: OAt and every T -Bar you ,• #8x1/2 TEK SCREWS EACH SIDE OF . –'3AR CEN1ER UPR1G:ii can LONIAL GUTTER .$c DEGLAS PANEL CONNECTION DETAILS / T –BAR � 1EGLAS 16/32 OR 16/54 ACRYLIC PANELS / i BETWEEN ;–BAR /' >> – CASKETINC , ' i // .' // F•- SECTO.N AT ENDS OF / ,' // ,— DEGLAS PANEL 6ETwEEN Z i / / ....BARS V GASKETING ..... After all the T -Bars are securely fastened in place you should now make sure that the gasketing is properly installed in all the bars. A gasket race is located down each side of the T -Bar into which the rubber gasket should be positioned. Generally, this should be correctly installed in the T -Bar when you receive it. However, if this is not the case, you will have to install this gasket yourself. Starting at the top end of the T -Bar, push the gasket into place working your way down the bar. Be sure that the gasket is fully inserted along the entire length of the bar before trimming any excess. The gasket should move freely within the gasket race. If not fully inserted at any point along the length it may stretch and shrink back after the glazing is installed. This could mean that the gasket is too short after the roof has been completed. As with all other steps, be sure that you take the time to ensure this step is followed precisely in order to avoid problems later. You can now place the same gasket into each of the T- Bar Caps. A similar gasket race can be found on both sides of the lower edge of the T -Bar Cap. Install the gasket in the same manner and using the same precautions as you did with the T -Bars. Be certain the caps are stored where no dirt or debris will come in contact with the gasketing until they can be installed. Should this not be convenient, you may wish to wait to install the gasketing into these caps until each is installed. At this point proceed with installing the Side Fascia. INSTALLING THE SIDE FASCIA T -Bar Roof System Installation Guide & Design Manual 1. Prior to installing the caps and roof panels to the outside T -Bars at the left and right outer edges of your roof, you will need to insert the Side Fascia into each of these T -Bars. 2. To distinguish the top from the bottom of the Side Fascia you will note that the bottom only has an approximate 1" return or 90° leg. Page 17 T -Bar Roof System Installation Guide & Design Manual Page 18 3. The lower leg of the two inward legs (spaced apart approximately the same distance as the thickness of the acrylic sheet) will rest over the outer gasket race of the outer T -Bars along the entire length of the T- Bar. 4. After the Side Fascia have been installed you should finish the outer comers of the roof with the comers provided. These comers will finish the exposed lower end of the side fascia adjacent to the Gutter. 5. Making sure that the comers are flush with the bottom and top of the Side Fascia, use two (2) 'h" Tek screws to fasten the comer to the face of the Side Rail. SIDE FASCIA CONNECTION DETAILS / T BAR CAP ` r -BAR G ASKE TING DEGLAS 15/32 OR 16/64 ACRYLIC PANEL SIDE FASCIA INSTALLING ROOF PANELS 1. Take a moment to ensure that your workspace is free of obstacles and that you have the apparatus in place to get up and between the T -Bars at the highest point. Take care from this point forward to avoid marring the roof panels with any abrasive, sharp objects or tools. If your roof panels are of considerable size you may wish to have assistance at this point. 2. Check the alignment of the F- Section. The F- Section has a leg protruding outward at right angles from the sheet. When placing the panels, make sure that this leg points upward at the high end of the sheet in the Hanging Rail and downward at the low end of the sheet into the Gutter Rail. The acrylic sheet is manufactured with a NO DRIP surface on one side which should be indicated along the factory edge of each sheet and should be positioned on your roof system facing outward. FLASHING YOUR ROOF 3. Lift the roof panels into place and centre over the gaskets in the T -Bars on each side of it. The bottom should be aligned so that the downward leg of the F- Section is placed tightly against lower portion of the T -Bar. Make sure that the panel is centered with equal space on either side. 4. As you move across your roof width, gently flex the flashing upwards to insert each panel into position. Move to the next opening and install the T -Bar Cap onto the previous T -Bar. Flashing and T -Bar Caps are covered int the following sections. 5. Repeat these steps with the next and all remaining panels. 1. After the glazing is installed you will need to flash the upper end of the glazing. The flashing should be provided in approximately 8 -10 foot lengths. This can then be site cut to pieces equal to the width of the roof panels. One piece is required for each roof panel. This flashing is similar to conventional 2" x 2" sheet metal L- Flashing, available through most building supply outlets. 2. Where the T -Bars are supported in the Hanging Rail the flashing should be inserted with the upper leg or vertical portion positioned between two of the downward legs inside the top of the Hanging Rail. The lower leg or horizontal section will run down over the top face of the acrylic panel and cover the entire width of each panel. 1. Once you have installed the roof panels you may now install the T -Bar Cap over each of the T -Bars. As you will be working over the roof panels; great care should be taken so that you don't damage them or mar the surface. 2. Make sure that the gasket is completely installed in the gasket race on each side of the cap as described earlier in this guide. 3. Before installing the T -Bar Cap on the T -Bar located at the left and right outer edge; be sure you review "Installing the Side Fascia ". T -Bar Roof System Installation Guide & Design Manual :.f l Nt4.UK(N.!• f !! NNf 1 111 / Page 19 T -Bar Roof System Installation Guide & Design Manual 4. Line up each cap directly over each T -Bar so that the bottom edge of the cap is flush with the bottom edge of the T -Bar. Be sure of your positioning at this point as the following steps are difficult to undo. 5. Starting at the upper end work your way down the cap and, using a rubber mallet, hammer the cap into place. Be exceptionally careful at this point so that you don't contact the roof panels with the mallet. You may wish to place a block of wood under the mallet at the point of contact as you are hammering. This could give you a greater contact area, protect the finish on the cap and reduce the possibility of slipping and contacting the panels. 6. Be certain that each cap is all the way down before proceeding to the next. The gasket should spread slightly as it achieves contact with the roof panel creating a watertight seal at this point. 7. As an option, you can install stainless fasteners to the top of the cap to hold it to the T -Bar more securely. This is optional and may not normally be required. Pre -drill the caps at the exact top centre and about every 12" to 16" along the length, prior to installation. The T -Bar is designed to accommodate a #10 - 24 machine screw no longer than 1 /2" so you should size your holes accordingly. .... .... ... ......... .... r— T--BAR CAP STANDARD T--BAR DEGLAS 16/32 OR 16/34 ,/ ;ASI(L.TING r Ar._ vur• PA "I__ ; /r I r`■ . Page 20 -BAR WITH CAP AND DEGLAS PANEL DETAILS 1111401 \ / \ I; OR i d;� 41%; ,..... OPTiO NAL #10x 1/2" MACHNE SCREWS 0 12 - c/c. r FOR iNGREASED STRENGTH AND / LONGER SPANN:NG CAPABILITIES WERE REGU:P C) HEAVY DUTY T —FAR T -Bar Roof System Installation Guide & Design Manual T -Bar End Caps are provided to finish off to open lower end of each T -Bar / T -Bar Cap combination. These End Caps will prevent any downward or forward movement of the roof panels that would otherwise be the case with expansion and contraction and /or gravity. Align the caps with the lower (forward) end of the T -Bars and insert them firmly into the end of each T -Bar. They are then fastened with the provided Tek screws into the screw channels within each T -Bar that should align with the holes punched into the caps themselves. ......... _.:::iii ::: " -- JJii:•riiiiii }: Jk:: {f }J.r%,>.,?{`.,S At this point your roof should be complete. Take care to remove all your tools and equipment from the roof. Should you be uncertain of any of the points outlined throughout this guide, retum to that section and review the information. If you still require assistance, refer to section on Assistance. Viz; >.' <;z;;. `,��:• �, ;. • Page 21 T -Bar Roof System Installation Guide & Design Manual CARE: AND MAINTENANCE Page 22 By following the preceding guidelines, you should have installed a virtually maintenance free roof system. The materials used are of the finest quality and will last for years. However, you should keep the following in mind to maintain the roof at its peak for years to come. Acrylic Sheet Use only water, mild detergent and soft rags to clean any surface of the acrylic. The acrylic can scratch and care should be taken during any cleaning. Never use cleaning fluids, solvents, ammonia or abrasive products to clean any surface of the acrylic. It is not recommended that you walk on the sheet. Never attempt to fasten the Acrylic Sheet by drilling through the sheet and point fastening. Expansion and contraction can cause the sheet to crack at this point. Gasketing and Sealants Never allow chemicals or solvents to contact the gasketing. - Use only recommended sealants in conjunction with any of the system components. Gy Use only enough sealant to achieve the desired result. Large accumulations of sealant can 'dam' water or redirect it with undesired results. Aluminum Components Never use solvents to clean the painted surfaces of the aluminum components. If you will be painting or 'touching up' the painted surfaces of the aluminum components, do so prior to installation. d Avoid any hard impacting on the components to avoid denting. Avoid scratching the surface of the aluminum components with screwdrivers, utility knives or any such sharp objects. Don't attempt to install bent or damaged aluminum components. The Roof System Use only the components outline in this guide. Do not attempt to alter, adapt or improvise the described installation techniques without first checking with your supplier about the feasibility of your intentions. If cleaning the outside of the roof with a hose, the water should be directed down the slope and NEVER up the slope. See Degussa Rohm CYRO standard warranty. Care has been taken to deal with most applications and situations dealing with and arising from the installation and use of the T -Bar Roof System. However, as there are about as many ways to adapt and install the roofs as there are unique installation sites, we are sure to have missed a detail or two. Should you need more information or clarification on any of the details of this guide, answers to any questions, additional products or information on how to locate a particular additional product, contact your supplier. In most cases your supplier will have the experience and knowledge of the products and installation techniques to answer all of your inquiries. Should you require even more information, contact American Patio Cover Plus at 1- 800 - 556 -0079. BorroM SHOE ANCHORAGE DETAILS - WOOD MOUNT WOOD STRUCTURE & CONNECTION FOR SUPPORT OF CANOPY STRUCTURE RESPONSIBILITY OF OTHERS NORMAL WIND EXPOSURE 0.750 - -6 — - PLAN VIEW ElE( RIM Joisr BLOCKING BETWEEN Or.*-1: .)0FSTS AT POST LOCATION OR PLAN VIEW HIGH WIND EXPOSURE BLOCKING BETWEEN DECK — taTS AT POST LPQATiON - VIEW 2.750• PLAN VIEW PERIMETER RIM JOIST BLOCK:NO BETWEEN DECK 40:STS AT POST LOCATION / SIDE VIEW SIDE VIEW T-Bar Roof System Installation Guide & Design Manual 0 Co f w FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW BOTTOM SHOE 6061--T6 2 3/4" SQUARE POST 7(4)1/4 TEK SCREWS (2-EACH SIDE) BOTTOM SHOE DETAIL .61'10p (2)1 /4"0 LAG SCREWS w/3" ThREAD LENGTH PM POMPNT [ SEE NOTATION ABOVE NOTES: ALLOWABLE VERTICAL UPIFT CAPA(::TY AT POST TO BOTRA1 SHOE AND BOTTOM SHOE TO w0();) SBILICIVRE CONNECTION IS 1296 I. 2 3/4" SQUARE POST (6)1/4 TEK SCREWS (3-EACH SIDE) BCTTOM SHOE I) TAI T TIP (4)1/4"e LAG SCREWS w/3" THREAD LENGTH EMBEDMENT (2-EACH SIDE) (2)3/8"e THRU BOLTS Si NOTATION ABOVE Page 23 T-Bar Roof System Installation Guide & Design Manual BorroM SHOE ANCHORAGE DETAILS - CONCRETE MOU NT CONCRETE STRUCTURE FOR SUPPORT OF CANOPY STRUCTURE RESPONSIBILiTY CF OTHERS NORMAL WIND EXPOSURE NOTES: • 0.75o" PLAN VIEW OR Mir PLAN VIEW HIGH WIND EXPOSURE PLAN VIEW OR PLAN VIEW ALLOWABLE. VERTICAL LPLIFT CAPACITY AT POST TO BOTTOM SHOE AND 80170M SHOE TO CONCRETE STRUCTURE CONNECTION IS 1944 16 ft. Page 24 ILIDOE D:ST. SIDE VIEW •I.DOE )!St SIDE `‘.11•W 2.500" tDGE 0113 SIDE VIEW EDGE DS SIDE VIEW FRONT ViEW 1HRU BOLT FRONT VIEW FRONT VIDA' FRONT ViEW 5.610" Borrom SHOE 6061—T6 2 3/4 SOUARE POST /4 4 0-14 TO' SCREWS (2•EACH SIDE) BOTTOM SHOE S'EE DETAIL AT TOP (2)3/5'0 HILT: KW1X BOLT 11 EXPANSION ANCHOR w/2 vz" EMBEDMENT SEE NOTAT;ONI ABOVE NOTES: A1.1..CWASII. VERTICAL UPLIFT CAPACITY AT POST TO 8011OM SHOE Apin BOTTOM SHOE TO CONCRETE STRUCTURE CONNECTION IS 1296 ibs. 2 3/4 SQUARE POST --'76774 TEX SCREWS (3—EACH SIDE) BOTTOM SHOE SFF OETAIL AT TOP (2)3/8 HILT: KW1K BOLT II EXPANSION ANCHOR w/2 1/2' EMBEDMENT (2)3/6 iP THRU ears I SEE NOTATION' ABOVE. POST HEIGHT 12.0 11.0 10.0 9.0 8.0 7_0 1 0 W 1 T -Bar Roof System Installation Guide & Design Manual 2 SQUARE POST ALLOWABLE AXIAL LOAD CAPACITY TABLE ALLOWABLE AXIAL LOAD CAPACITY (bs.) 1208 1438 1 740 2148 2718 SQUARE POST 6061 -T6 Page 25 T-Bar Roof System Installation Guide & Design Manual T-BAR SPAN CHART HEAVY DUTY T-BARs AND T-BAR CAP @ 24" 0/C WITH DEGLAS 16/32 OR 16/64 PANELS Page 26 CA) STRUCTURE FACE • ///../ '- • '.„. ' • ' coos 16/32 OR 16/64 PANELS BEM DEGLAS 16/32 OR 16/64 PANELS SVPPORT DECLAS 16/32 OR 15/64 PANELS MAX. 24" I, MAX. 24" MAX. 24" 1, Pi AN VIEW SECTION® specified in Section Snow temis ?0,13 inte:nnsei Seilfling Cods Section 7 of ASCE 7, voik.:e. of roof 8news isoo P :.:e:.e:rnised using the forms::: where' is giver; in Table 1508.3.1 (As:Ie.:oily = 0.9) Ci is given in in hie 1608.3.2 -;; is given in Isble. ;504.5 - is generosy given in r:Cure 1608.2. odd;tiono: cornrnentory for roe':id cosso - Structural cUoy 5061-15 itir Mr:xi:num , :pocing ...If 24", EXPRES 21 10 I ROOF SNOW LOAD Pf (Psf) 15 20 14' 14'-6" 2•. 3'-O" 25 13*-0" 1T-0" 1"-Cr y :5" 13' 3'-0" 30 11' -9" 2-0" 35 1' 4.0 45 55 65 70 mAXIMLIM SPAN' 1T-6" 1 17' 17' -9" 10' 11' - 3 8' --C 9 --0" 9' -- 1r-9^ -c" 8' -6 15' 1'-))'" 3'-))' 2' -0" - 0' -0" 1' -0" 2' -0" -0" 1 -0" 2' --0" 3' - 0' -0" 2'--0" -- 2' -- - W-0" 2' - 0" 75 0*-0 1' -- 2' - 0" 8' -- 9" SELECTED OVERHANG T-BAR SPAN CHART HEAVY Dun T-BARS AND T-BAR CAP @ 48" 0/C WITH DEGLAS 16/32 OR 16/64 PANELS STRUCTURE FACE OECLAS 16/.?.2 0f 16/64 PANO.S DEGLAS DEGLAS 16/3? OR 16/32 OR 16,1 16/64 PANELS PANELS A 7i^ 5EAM .UPPORT ], MAX. 46" MAX. 4e PLAN VIEW SECTION® Maxirnurr. T--Oar spacing of 24- A3 specified in Section 1606 Snow 1o0ds of 2003 Iniernationel Building Code and Section 7 of ASCE '7, the volue of roof 3 now load, P, • ;)t) determined using the forrnu:0 P =C.Ct I. p where: - C. is given in 'faie 1608.3.1 (generoI1y C 0.9) C is given in Tore 1608.3.2 (generally Ct = 1.0) - is given in lobie 1604.5 (gc.4 I. 1.0) p is generolly giVet: Figure 1603.2. se. odditionnl corrimentcry fc.f special cases Structural cloy 6061-T6 or equivalent. - , .S7 :M1V „„. iiiTia;711157 1 T-Bar Roof System Installation Guide & Design Manual P,OOF SNOW OAO Pf (Psf) 10 15 20 25 35 45 50 55 6'-- Z5 60 70 MAXIMUM SPAN 11•-9" 12' - 9 r 2* -0" 3' 30 lY-3 0 ' B `-9* 2' -0' 9 7' - 6 0" 4-0 7' -- 3' -- 0" '--0" ..6" 2' -(.' 6 7 Cr 7• -9" T-3" 6.-0" 7' 0 5 • - -- Cr 1 ' 0" 3' -0' 2' -0" 3' --rf 0'-O" 1'-O' 2' -0" 5'-.3" 2'-O" SELECTED OVEr-Z HAN C Page 27 T -Bar Roof System Installation Guide & Design Manual T-BAR SPAN CHART t T -BARS AND T- BAR :CAP @ 24" O/C SCREWED TOGETHER @ 12' 0/C WITH DEGLAS 16/32 OR 16/64 PANELS Page 28 A —� STitUCFURE FACE 4£:CLAi 16/32 0fi 16/64 PANELS SU%PC :• 21 DEGIAS 16/32 312 6 /S4 PANELS ;LAS 111/3 OR 15/134 PANE S BEAM MA <. 2b` , MAX 24" MAX_ 24" ff PLAN IEW SECTION As specified in Section. 1608 Snow ° neds of 2003 Intarnotiertei Building Code and Section 7 of ASCE 7, the voice of rcc' snow load, P. • rst,aii be determined using the formuia a "CSCt i Pg where: — C is given in Table 16013.3.1 (generaliy C. = 0.9) Ct is in in Table 1608.3.2 ( generally et = 1.0) — t is given in Table 1604.5 (generally I = 1.0) — p is generolly given in Figure 1608.2. See odditionni commentary for special cases — Structural alloy 3061 —T5 or equivalent. Maximum T .bar spccing of 24 ° . — T — Bor and T — Bar Cop connected together w/ #10x machine screws it 12`o /c along topflangas. ROO: SNOW MAXIMUM LOAD P' SPAN (Psf) v J� 10 18' -3' 0' —Cr 18' —..'" —0' 18' -9" 15 20 25 16' -3" 1 c -0 15' -0 15'••3 3•...r" 2' -0" 3 ' 2' -0" 30 12' - -9" 0' - 13' - 0' 13' -8" 3' -0' 35 12'••0" 0' -0` 12' - -Cr 1' -0" 12' -3" 2' -•rl 12` —F" 40 2•—CI 3' -- l!` 45 10' - 6" ' — c 11 2' - +C 11' -3r N-0" 50 10' -0 0. -0" 10' -3" 1' •0" 10' -6 2' -0 11 —0 3•...Cr 55 60 9' --3` 0'--0" 9' -3" 10'-0". 3' -0" 9' —0 1 •...0- 9'..3` 2' -0" 9'..y 3•.. -tj" 5� 9'..1 9' -9' 1' ••G 10'-0" 70 8• - - -6" 0. -0• 9' -0' 9'..8" 75 t3' - 8' -5° 9' -3" 3' -0" SELECTEE? OVERHANG 1;�1; •i�. :i T -BAR SPAN CHART UTY T —BARS AND T —BAR CAP 0 48" 0/C SCREWED TOGETHER © 12" 0/C WITH DEGLAS 16/32 OR 16/64 PANELS SIR•JC1URt: FACE: / / /'.. D:.G'..AS 16/32 OR 16/64 PANELS BEAM DEGLAS DEGLAS 10/32 OR 16/32 OR 16/64 16/64 PANELS PANELS SUPPORT 4 woe. 4F.f am_ 4e mAX. 48 PLAN 'YEW L SECTIO 4J - As sceciiied in Section 1 000 Scow Loon of 2003 ;etarnatecri l 1luiicng Code and Section 7 of ASCE 7, the value of roof ernow iocd. Pf , shcil be determined using the farrnulc p -C 1 p where: -C, is given in Table 1608..3.1 (generally C. = 0.9) -C1 is given. in Tcbie 1608.3.2 (generally Ct = 1.0) - 1. is given. in Tebie 161:4 0 (gensrcely I, = 1.0 u i3 generally given in Figure 1606.2. See additional commentary for special cases Strut:t:ufo: alloy 6061 - -T6 or equivalent. - Maximum T -Bar spacing of 24'. - T -bar and i -Oar Cap connected together w/ #10x /g" machine strews * 12"o /a along top flanges. T -Bar Roof System Installation Guide & Design Manual ROOF SNOW MAXEF I JM LOAD P` SPAN (Pssf` 10 14'...6" 15' --: 5" 12;-6" 0' -0" i2' -E 12' --9" -0" 13' --Cr 3' -0" 25 30 45 50 rJ 10' -0" 10' -3" 10 - --9" 9' -Cr 35 8' -E" 8' -9 2' -O' 5•...6° 3' -O' 40 g'.-0" 4'-0" Fr -0' 1' -0" --3" 7'...n.. 9' -0" 3' -0" 7` -9 55 6' -9" O' - -0" 7 '--Ct 7' -3" f ...n 3• -7' 60 8' -0 0' -0" - - 9" 3' -C " 6' -3" 6' - -a 6' -9" •... 6' -3" 6 •..rj• 6 ' -6 " 1 -0 " 2` - -0" ;'..0' 0 1 -0" 2' - -D" 3` --0" -0" 2 -0" 3 -0 " -n , -Cr 3' -0" 0 -0" 1 i -cr 3' -C o' —:t` 2'-0' SELECTED OVERHANG Page 29 T -Bar Roof System Installation Guide & Design Manual POST SPACING • C Roof Projection {ft) 3.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 6.0 9.0 10.0 11.0 1 2.0 13.0 14.0 15.0 3.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 Overhang W 0'4" Overhang • 1' - 0" Overhang W 2.00.E Post Height 7' 8' 9' 10' 12' Post Height 7' 8' 9' 10' 1 2' Post Height 7' 8' 9' 10' 12' 19.5 190 1 8.0 17.5 17.0 16.5 16.0 16.0 19.5 19.5 19.5 19.0 19.0 19.0 16.0 18.0 18.0 17.5 17.5 17.5 17.0 17.0 17.0 16.5 16.5 16.5 16.0 16.0 16.0 16.0 16.0 16.0 19.5 19.0 18.0 17.5 16.5 15.0 14.0 13.0 18.0 17.5 17.0 16.5 16.5 16.0 15.5 15.0 18.0 16.0 17 -5 17.5 17.0 17.0 16.5 16.5 16.5 16.5 16.0 16.0 15.5 15.5 15.0 15.0 18.0 16.0 17.5 17.5 17.0 16.5 16.5 15.0 16.5 14.0 16.0 13.0 15.5 12.5 15.0 11.5 17.0 17.0 1 7.0 16.5 16.5 16.5 16.0 16.0 110 16.0 1 .6.0 16.0 15.5 15.5 15.5 15.0 15.0 5.0 14.5 14.5 14.5 14.0 14.0 14.0 17.0 16.5 16.5 15.0 16.0 14.0 16.0 13.0 15.5 12.5 15.0 11.5 14.5 11.0 14.0 10.5 1 7.5 16.5 16.0 15.5 15.0 14.5 14.0 13.5 16.0 15.0 14.5 13.5 13.0 12.5 11.5 17.5 17.5 16.5 16.5 15.0 16.0 15.5 1 5.5 15.0 15.0 14.5 14.5 14.0 14.0 135 16.0 16.0 15.0 15.0 14.5 14.5 13.5 13.5 13.0 13.0 12.5 12.5 12.0 12.0 11.5 11.5 17.5 17.5 16.5 15.5 16.0 14.0 15.5 12.5 15.0 11.5 14.5 10.5 14.0 10.0 13.5 9.0 16.0 15.0 14.5 13.5 13.0 12.0 11.0 11.0 13.5 12.0 10.5 9.5 9.0 5.0 16.0 15.5 15.0 14.5 14.0 13.5 13.0 12.5 14.5 1 3.5 1 3.0 12.5 12.0 11.5 11.5 11.0 16.0 15.5 15.0 14.5 14.0 13.5 13.0 12.5 14.5 13.5 13.0 12.5 12.0 11.5 11.5 11.0 16.0 15.5 15.0 14.5 14.0 13.5 13.0 1" 5 14.5 13.5 13.0 12.5 12.0 11.5 11.5 11.0 16.0 15.5 15.0 14.5 14.0 13.5 12.5 12.0 14.5 1 3.5 13.0 12.0 11.0 10.5 9.5 9.0 14.0 12.5 11.5 10.5 10.0 9.0 8.5 8.0 10.5 9.5 9.0 6.0 15.0 1 14.0 1.3.5 13.0 12.5 12.0 12.0 + 13.0 12.5 12.0 11.5 11.5 11.0 19.5 19.5 1 5.0 14.5 14.0 13.5 13.0 12.0 12.0 13.0 12.5 12.0 11.5 11.5 11.0 10.5 10.5 15.0 14.5 14.0 13.5 13.0 12.5 0 12.0 13.0 12.5 12.0 11.5 11.5 11.0 10.5 10.0 15.0 14-.5 14.0 13.5 12.5 12.0 11.0 10.5 13.0 12.0 11.0 1015 9.5 a0 8.0 11.5 10.5 10.0 9.0 8.5 8.0 9.0 8.0 Overhang = 3'-0" Post Height 7' 8' 9' 10' 12' 16.0 16.0 15.5 15.0 14.5 14.0 13.5 13.5 16.0 16.0 16.0 16.0 15.5 15.5 15.0 15.0 14.5 14.5 14.0 14.0 13.5 13.5 13.5 13.5 16.0 14.0 16.0 13.0 15.5 12.5 15.0 11.5 14.5 11.0 14.0 10.5 135 10.0 13.5 9.5 14.0 14.0 14.0 14.0 10.0 13.5 13.5 13.5 13.5 9.0 13.0 13.0 1 3.0 12.5 8.5 12.5 12.5 12.5 12.0 8.0 12.0 12.0 1 2.0 11.0 12.0 12.0 12.0 10.5 11.5 11.5 11.5 10.0 11.0 11.0 11.0 9.5 12.0 11.5 11.5 11.0 105 10 -5 10.0 10.0 12.0 12.0 11.5 1 1.5 11.5 1 1.5 11.0 11.0 10.5 10.5 10.5 10.0 10.0 9.5 10.9 9.0 11.0 10.5 9.5 8.5 8.0 Roof Snow Load {PC (psf) 10 15 20 8.0 9.0 10.0 25 11.0 12.0 13.0 14.9 15.0 8.0 9.0 10.0 30 11.0 2'.0 13.0 14.0 15.0 0 g u Page 30 14.5 13.5 13.0 12.5 12.0 11.5 11.0 105 13.5 12.5 12.0 11.5 11.0 10,5 10.0 9.5 DEGLAS 15132 1''Fi PANELS PERIMETER STANDARD 1- BEAM WITH 2 3/4 " SQUARE POSTS 14.5 13.5 13.0 12.5 12.0 11.5 11.0 10.5 13.5 12.5 12.0 115 110 19.5 19.0 9.n 13.5 12.5 12.0 11.5 11.0 10.0 9.5 8.5 STRUCTURE FACE /// // ,/ .// YGLAS 16/32 OR 16/64 ?ANELS F:5 SPAC ff ; 14.5 14.5 11.0 13.5 13.5 9.5 13.0 12.5 8.5 12.5 11.5 6.9 12.0 10.5 11.5 9.5 11.0 9.0 1 0.5 6.5 13.5 12.0 10.5 9.5 9.0 8.0 // DESIAS 16/32 OR 16/64 P.NVELS r -T - -°AR J L. 2 3/4" : CIUAR T I: PC ! PER:61 6FAA4 :JPF:;RT - :1:_A D1,'1Y 1_ 9.0 5.0 13.0 12.5 12.0 11.5 11.0 10.5 10.0 10.0 12.0 11.5 11.0 10.5 10.0 9.5 9.5 9.0 13.0 13.0 12 -5 12.5 12.0 12.0 11.5 11.5 11.0 11.0 10.5 10.5 10.0 10.0 9.0 12.0 11.5 11.0 10.5 10.0 9.5 9.5 9.0 12.0 11.5 11.0 10.0 9,5 8.5 8.0 12.5 11,5 10.5 9.5 9.0 8.5 8.0 10.5 9.5 9.0 8.0 8.5 8.0 e 12.0 11.5 11.0 10.5 10.0 10.0 9.5 9.5 11.0 19.5 10.0 9.5 9.5 9.0 9.0 8.5 12.0 12.0 11.5 11.5 11.0 11.0 10.5 10.5 10.0 9.5 10.0 9.0 9.5 8.5 9.5 8.0 10.5 9.5 9.0 8.5 8.9 11.0 11.0 9.0 105 10.0 5.0 10.0 9.5 9.5 8.5 9.5 8.0 9.0 9.0 8.5 11.0 10.5 10.0 10.0 9.5 9.5 9.0 9.0 10.0 9.5 9.5 9.0 9.0 8.5 8.5 8.0 As speci:".ed in Section 1608 Snow Loads of 2003 1.. ^. emetion(l Building Code and Section 1 of ASCE 7. the value of roc` snow loon, {'t , shag be deter using the fern a m: �i;11. Pq where: C, le given in Tr.-.::le 1608.3.1 (ger :orally C = 5i - Ct is giver, in 1b:de 1 508.3.2. tge:ere:ly Ct = - I is given In Table 1604,5 kgeceraily 1.(1' - p Fs goncrully given in Figure 1605.2. See oddit commentary for special ccser • StrUctura1 ol:Gy 8061• -•T5 or eaui oient. Mexlmum spars en indicated do rnt include nenw •"• or other speciel eonGit nns. Sexrate engineering d if such conditions ore determined to epply. 11.0 10.5 10.0 10.0 a5 a5 a0 9.0 10.9 9.5 9.5 3.0 3.0 8.5 A• 8.0 11.0 10.5 9.5 9.0 8.5 8.0 9.3 d.5 8.0 9.0 8.5 8.0 Roof Snow Load (Pt) (Pe) 35 40 c) o o o OOQC.)OC. r•I ai o: n es: 1.1 4 ui 0 E. ir 0- 7' 12.5 11.5 11.0 1 0.5 i0.0 9.5 9.0 9.0 11.5 11.0 10.5 10.0 9.5 9.0 8.5 8.5 Overhang ta 0'-0" Fast Heigh: 8' 9' 10' 12.5 12.5 11.5 11. 115 10.0 11.0 11.0 9.0 10.5 10.5 8.5 10.0 9.5 . 8.5 9.0 8.0 -0 11.5 11.5 `0.0 11.0 11.0 9.0 1 .0.5 10.0 8.0 10.0 9.0 9.5 5.5 9.0 8.5 8.5 12' 8.0 7' 11.0 10.5 10.0 0.5 9.0 9.0 5.5 5.5 10.s 10.0 9.5 0.0 8.5 85 8.0 0. Overhang )u 1' -0" Post Height 8' 9' 10' 11.0 11.0 9.0 10.5 10.5 -5 10.0 9.5 9.3 8.5 9.0 8.0 9.0 8.5 8.5 1 0.5 10.; 8.0 0.0 9.9 9.5 8.5 9.0 8.5 85 8.0 12' 7' 10.0 9.5 9.0 9.0 8.5 8.5 8.0 8.0 9.5 9.0 0.5 0.5 8 0 50 Overhang Post Height 8' 9' 10.0 9.5 9.5 8.5 9.0 8.0 9.0 8.5 8.5 8.0 9.5 8.5 9.0 85 8.5 8.0 2' -O" 10' 12' Overhang p -0" Post Height 7' 8' 9' 10' 12' 9.0 9.0 8.0 9.0 9.0 8.5 8.5 8.5 8.5 8.0 5.0 8.0 8.5 8.5 8.5 8.5 8.0 8,0 8.0 45 50 0 C : 0 C I (. ) C . ) (..) 0 0 C.) 0 0 C.) C.) td tl; 0 csi Ki 4 vi eti es: 1- u 11.0 10.5 9.5 9.5 9.0 8.5 0.0 8.0 10.5 9.5 9.0 9.0 8.5 8.0 11.0 105 9.5 9 -5 9.0 5.5 5.0 10.5 9.5 9.0 9.0 8.5 6.0 11.0 10.0 9.0 8.0 10.0 9.0 8.0 9.0 8.0 8.0 9.5 9.5 9.0 8.5 8.0 8.0 9.0 9.0 8.5 8.0 8.0 9.5 9.5 9.0 8.5 8.0 9.0 9.0 8.5 8.0 9.0 8.0 8.0 0.9 6.5 6.0 8.0 85 80 8 0 9.0 8.5 8.0 8.5 6.0 8.0 8.0 8.0 / . ��,F 6 _ _ r ._ Ft_.g. 3 `J 8.0 // < . i .17•41 F r 1 � ----. r. - - -. " 3 ` oij. .. O ::rgs,.ly .. \4. o-.....` ~_ <''� \�. .4 0 0 0 0 0 0 0 0 to di rei ui 10.0 9.5 9.0 10 -0 9.5 9.0 90 8.0 9.:. 3. 3.0 9.0 8.5 8. � :• ,J'{ ' :: F * / s, ,% ^ 1 .° ,,.b cg h, _ J: .1 ■C6.1111•011[411111.1MI POST SPACING CHART - CONTINUED PERIMETER STANDARD I -BEAM WITH 2 314 "r SQUARE POSTS STRUM":RE FACE POST SPACING '2:JARE P PE:R :ME :E :R ElE :A>,E S NEA'r OF' AAS 16/32 OR 1 6/64 PANELS J2 3/4" 0£:G.Ai 16/31. OR PANELS 1PP011• 4M T -Bar Roof System Installation Guide & Design Manual - A seers f:ort :n Ses8c 1608 Snow Lends of 2:0.3 .nterentionni builuing Coe,: V rd Section, 1 of ASCE 7. th value cif ie ,f „t Pr &'3 be determined u.,.' the fcrmuic ps: C.Ct:, p wr, - C. is .ver. in , eble 16 :3.3.1 {yer,erc?ly C. =- 0.9) - Ct is 4ivern. in _Lie 1603 3.2 Syarcrcliy Cr 1.0) 1s ,;Eac'n in ' cLlc 16f14.5 I,y>;::eroily I. m 1.0 p ., :none: oily gimme:: ., Figure a 60' ' Ser odditisooi ^ommont :try for spr; ^.in: :..s ".s - Strocp: a:Ioy 1 -16 ecu - M ^xirr:u::. 4pdn9 irdiuutcd ca not ir,dule snow .i :J• -up cr ether _ eeiul • cc e:113ons. peed r...,:ncc•r;� , --sign is :egv?rc4 1f siren or.ditkCns ere detcrroir.,1 to epp?y. Page 31 PERIMETER STANDARD I- BEAM WITH 2 3!4" SQUARE POSTS Roof Roof Overhang w 0` -0" Overhang w 1'1" Overhang w 2'-0" Overhang w 3'-0" Snow Piofaction Load (Pt) Post Height Post Height Post Height Post Height (Psi) (ft) 7' 8' 9' 10' 12' i' 8' 9' 10' 12' 7' 8' 0' 10' 12' 7' 8' 9' 40' 12' 8.0 9.5 9.5 8.5 6.5 8.5 9.0 9.0 9.0 6.0 100 3.5 8.5 60 11.0 3.0 12.0 13.0 14.0 15.0 8.0 9.0 9.0 8.0 3.0 3M 9.0 8.5 8.5 10.0 8.0 8.0 65 11.0 12.0 13.0 14.0 15.0 8.0 9.0 9.0 6.0 9.0 8.0 8.0 10.0 3.0 70 11.0 1 2.0 13.0 14.0 15.0 8.0 8.5 8.5 9.0 8.0 10.0 75 11.0 12.0 13.0 14.0 15.0 SFit.'C1UN FACE. '/ / /// // ,,,/ . . - As d cified in Section 1606 Snow Lr.ads of 2003 International Su ing Code cnd Section 7 of ASCE 7, c the value of roof snow load. F r shall be determined C£GLAS 18/32 OR DEGLAS t5/32 DEUX le K using the f ,� a '- C.Ct I. p 9 where: 18/64 PANELS 16/64 PANELS 15/54 PANELS S , C - C. is giver in. Table 1608.3.1 :generally a w 0.3; -- C. is given in Table 1608.3.2 (generally Cc _ 1.0) - T - 3AR -- I is given in Table 1604.5 (genaruliy l .. 1.0) -2 3/3 'MARE r. T - p is generally given in Figure 1608.2. ;lee nddiUCrr l commentary for special Cases Filt :i1 :3E01 > : _ y - Structural cliey 5961 -T6 ar equivalent. > FAL - al 31' ' "Alt - MoAiworn wars as i di utasr d: rot i nclude snow uuild - up • / /, i or other sreciai conditions. Separate. engineering d es: r. is re!u':rv'JIle' .•O en if a:r g g Ile' conditicre are determined to apply- T :ac. BE F06.7 SPACiNi T -Bar Roof System Installation Guide & Design Manual POST SPACING CHART - CONTINUED Page 32 ati POST SPACING CHART 10 6.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 PERIMETER HEAVY DUTY I -BEAM WITH 2 314" SQUARE POSTS Roof Snow Load (Pf) (psf) Roof ? :•ojectIon (f ti Overhang Overhang =1' -A" Pest Height 7' 8' 9' 10' 12' Post Height 7' 8' 9' 10' 12' Overhang w 2'-0" Post Height 7' 8' 9' 10' 12' 27.0 27.0 27.0 27.0 25.0 26.0 26.0 26.0 26.0 22.0 25.0 25.0 25.0 25.0 20.0 24.0 24.0 24.0 24.0 16.0 24.0 24.0 24.0 24.0 16.5 23.5 23.5 23.5 22.0 15.0 23.0 23.0 2.3.0 20.5 14.0 22.0 22.0 22.0 19.0 13.0 STRUCTURE FACE PANELS 0EGLA5 DEGL&& 16/ OF 16/32 of 16/64 16/64 PANELS PANELS Si:i :AiiE: PC iT PERStu l'£R BEAM :t'PPORI >irhur DUTY POST SPACING 25.0 25.0 25.0 25.0 20.0 25.0 25.0 25.0 25.0 16.0 24.5 24.5 24.5 24.0 16.5 23.5 23.5 23.5 22.0 15.0 23.0 23.0 23.0 20.5 14.0 22.0 22.0 22.0 19.0 13.0 21.5 21.5 21.5 18.0 12.5 20.5 20.5 20.5 17.0 11.5 T -Bar Roof System Installation Guide & Design Manual 24.0 24.0 24.0 24.0 16.5 23.5 23.5 23.5 22.0 1 5.0 23.0 23.0 23.0 20.5 14.0 22.0 22.0 22.0 19.0 13.0 21.5 21.5 21.5 16.0 12.5 20.5 20.5 20.5 17.0 11.5 20.0 20.0 19.5 16.0 11.0 19.5 19.5 18.5 15.0 10.5 Overhang= 3'41' Post Height 7' 8' 9' 10' 12' A.n spet.ifitxj in Settion 1606 Snow Lootin of 2003 Internatlorr_I 6 iidfng Code one: Section 7 of Air the vclua of rant snow load. P1 , shali he determ ^ed using the isrrrulo r =C where: C. is give:: in Tnhie 1608.3.1 (geaeroiiy C,, = 0.9) - C is give.: in Tohie 1608.3.2 (ge.neraiiy C. = 1 .0 ) ye: V Faro ^ i, is given in. T. b;e 1604,5 (genera y i, - -1 ,; •o- .`> .-- ..:77.. 4 . 4 -- P9 k!) generaiiy gh'en Ir. Figure 1808.2. See add:.. 4 u,;,, °". F d ,TSf• commentary for specicl cases ice. ∎ C'� i .- r h ; 0 -- 5tructurot dtioy 6061 - -T6 or eC�uivoier.t, o °•_ ' ' - Max:m ::m scone as indicated do not include snow be or other soecior conditions. Seporate engineerr% it such conditions are determined to ogply. / 4' el � : : itt,.,. ir`�` Err; ill?..'-'S 7 :;77 *-7 : 7 Z 1 :2 4 : Ww -- - I Page 33 • • T -Bar Roof System Installation Guide & Design Manual POST SPACING CHART CONTINUED Roof Roof Overhang= 0'-0" Overhang l' -0" Overhang W 2' -0" Overhang 3' -0" Snow Projection Load (Pf) (Psf) (ft) 7' 8' 9' 10' 12' 55 Page 34 8.0 13.5 11.5 9.0 9.0 13.0 10.5 8.0 10.0 12.0 9.5 11.0 11.0 8.5 12.0 10.0 1 9.5 14.0 as .5.0 8.0 PERIMETER HEAVY DUTY I- BEAM WITH 2 314" SQUARE POSTS Past Height STRUCTURE FACE /. OEG:.4S 6/32 OR 16/64 T•• EAR .r 2 3/4' PERMED DECIAS 16/32 OR 16/64 P01£3.5 SO PE PO OFGLAS `16/32 OR •6/64 PANELS :R BERM SVPPORT Y DUTY I -dEAk4 : i SPP.t:IHG Post Height Post Height 7' 8' 9' 10' 12' 7' 8' 9' 10' 12' 12.0 11.0 10.0 9.5 8.5 8.0 9.5 8.5 10.0 9.5 5.5 5.0 A's specified in Section 1608 Sr ot', toads of 2003 ;niernetienot fitridinr Code and Section of ASCE 7, the value of roof snow :cad, P , snot] ha determine^ using the for-..go p, =,:,(: where- l: is given in Tohle 1608.3.1 (generaily C.= 0.9) ••• Ct is given in Table, 1608.3.2 (generolly : t = 1.0) - I is given in Tob;e 1604.5 (generally 1, = 1.0) - p is generally given in Figure 1608.2. See cdditi commentary for special cases Structural utlay 6061• -•T6 or equivalent. Maxirnu.^.: spcns, as indicated du not irriuse snow bui. or other epeniai conditions. Separate engineering if eiJah conditions or determines to appiy. Post Height 7' 9' 9' 10' 12' �i" Roof Snow Load (Pf) (psf) 00 C 0 0 0 0 cs <9 IF cc Overhang ° 0' -0" Post Height 7' 8' 9' 10' 12' 13.0 10.5 8.5 12.5 9.5 11.0 8.5 10.0 9.5 8.5 8.0 7' 11.0 10.0 9.5 a.5 8. overhang W 1' -O" Post Height 8' 9' 10' 12' 8.5 Overhang el 2' -0" Post Height 7' 8' 9' 10' 12' 9.5 8.5 8.0 Overhang = 3'-4" Post Height 7' 8' 9' 10' 8.0 12' ) 0 O 0 0 0 0 0 0 Nt: 12.5 10.0 a.0 11.5 9.0 10.5 8.0 9.5 8.5 8.0 10.5 9.5 8.5 8.0 8.0 8.5 8.0 70 : SA P Po 00 0 0 0 0 0 0 12.0 9.0 10.5 8.0 9.5 8.5 8.0 9.5 8.5 8.0 8.0 75 00 0 0 0 0 0 0 Lzi eNj 11.5 8.5 10.0 9.0 0.0 9.0 8.0 STRUCTURE FACE %' /, : ' . '///,.'.. ' . // / -- As sae:.if ed in ectian 1608 Snow Lauds of 2003 International 6ulkIirrg Code and Section 7 of AiCE 7. the value of roof snow lord. P: ahaii be dete rnineu ussin, the formu:o Y C.C. <I,p where: s ° a -1; is given in Tcbie 1608 z 1 (generally C.. 0.9) - et is given in Table 1608 z 2 (genero:1y Ct =- 1.01 - I, is given in V bie 16043 (ger nro ly I w ,.GJ ••• 1,,, le generally given in Figure 1608.2. See addition ccsmrrt>rntcry for f. pecial cases - Structural niioy 6061-T6 or equivo:ent. - aicr:imurn scans es irdio)ted do not Include snow ouid -.$p • j or other eceoIel condit:ono. Separate ene�nsering des!gr • : rr? z �:rs i such ccr.�ations ar e determined to apply. r S a c: ;� N o. M - ` '. ) VEGtAS 16/32 OR 18I82 PANES r ,.- T -EiAR Y� . 'e f OE :GLA$ 16132 OR 18/64 f-ANt1, i'QUARE: r'.. D G1AS 16//32 0R 76f84 PAeE1 F. 'PPORT bA a PERiM , � {J +. a 8E&U S D` - T -Bar Roof System Installation Guide & Design Manual POST SPACING CHART - CONTINUED PERIMETER HEAVY DUTY I-BEAM WITH 2 314" SQUARE POSTS Page 35 T-Bar Roof System Installation Guide & Design Manual POST SPACING CHART RIDGE HEAVY DUTY 1-BEAM WITH 2 3 /4" SQUARE POSTS Page 36 POST SPACiNO - As specified in Section 1606 Snow Loads cf 2003 internationai Building Code and Section 7 of ASCE 7, the value of roof snow load. Pf shall be determined wing the formula 1.2 iwC,C t p where: - C is given in Table 1608.3.1 (generaliy C = 0.9) C Is given in Table 1808.3.2 (generoily C t = 1.0) I, is given in Table 1604.5 (genoroliy 1.0) p is genercily given in Figure 1608.2. See additional commenter/ for specie: cases - Structure: alloy 6061-1 or equivalent. - Maximum scone as indicated do not include snow build-up or other special conditions. Seporote engineering design is required if such conditions are determined to appiy. L. ''''' i iUI Roof Snow Load (Pf) ,(Psf) 1 0 15 20 25 30 Roof Width (ft) 10.0 1 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Post Height 7 8' 9' 10' 12' 25.0 25.0 25.0 25.0 20.0 24.0 24.0 24.0 24.0 16.5 23.0 23.0 23.0 20.5 14.0 21,5 21.5 21.5 18.0 12.5 20.0 20.0 19.5 16,0 11.0 19.0 19.0 17.5 14.5 10.0 18.0 18.0 16.0 13.0 9.0 17,5 17,5 14.5 12.0 8.0 22.5 22.5 22.5 20.0 14.0 20.5 20.5 20.5 17.0 11.5 19.0 19.0 18.0 14.5 10.0 16.0 16.0 15.5 12.5 8.5 17.0 17.0 14.0 11.0 16.0 15.5 12.5 10.0 15.0 14.5 11.0 9.0 14.5 13.0 10.5 8.5 20.0 20.0 19.5 15.5 10.5 18.0 18.0 16.0 13.0 9.0 17.0 17,0 13.5 11.0 15.5 15.0 12.0 9.5 14.5 13.5 10.5 8.5 14.0 12.0 9.5 13,5 11.0 8.5 12.5 10.0 8.0 18.0 16.0 15.5 12.5 8.5 16.5 16.5 13.0 10.5 15.0 14.0 11.0 9.0 14.0 12.5 9.5 8.0 13.5 11.0 8.5 12.5 10.0 11.5 9.0 10.5 8.0 16.5 16.5 13.0 10.5 15.0 14.0 11.0 9.0 14.0 12.0 9.5 13.0 10.5 8.0 12.0 9.0 11.0 8.0 10.0 9,0 PERU DEGLAS 16/32 OR 16/64 PANELS "TER BEAM _ DEOLAS 16/32 OR 16/64 PANELS DOE BEAM SUPPORT DECLAS 16/.32 OR 16/64 PANELS 9 tlE.AV DUTY \ -- 2 3/4" OUARE P0'T 1 PERIM TER BEAM SUPPORT T-Bar Roof System Installation Guide & Design Manual POST SPACING CHART RIDGE HEAVY DUTY 1-BEAM WITH 2 3 /4" SQUARE POSTS Page 36 POST SPACiNO - As specified in Section 1606 Snow Loads cf 2003 internationai Building Code and Section 7 of ASCE 7, the value of roof snow load. Pf shall be determined wing the formula 1.2 iwC,C t p where: - C is given in Table 1608.3.1 (generaliy C = 0.9) C Is given in Table 1808.3.2 (generoily C t = 1.0) I, is given in Table 1604.5 (genoroliy 1.0) p is genercily given in Figure 1608.2. See additional commenter/ for specie: cases - Structure: alloy 6061-1 or equivalent. - Maximum scone as indicated do not include snow build-up or other special conditions. Seporote engineering design is required if such conditions are determined to appiy. L. ''''' i iUI Roof Snow Load (Pf) ,(Psf) 1 0 15 20 25 30 Roof Width (ft) 10.0 1 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Post Height 7 8' 9' 10' 12' 25.0 25.0 25.0 25.0 20.0 24.0 24.0 24.0 24.0 16.5 23.0 23.0 23.0 20.5 14.0 21,5 21.5 21.5 18.0 12.5 20.0 20.0 19.5 16,0 11.0 19.0 19.0 17.5 14.5 10.0 18.0 18.0 16.0 13.0 9.0 17,5 17,5 14.5 12.0 8.0 22.5 22.5 22.5 20.0 14.0 20.5 20.5 20.5 17.0 11.5 19.0 19.0 18.0 14.5 10.0 16.0 16.0 15.5 12.5 8.5 17.0 17.0 14.0 11.0 16.0 15.5 12.5 10.0 15.0 14.5 11.0 9.0 14.5 13.0 10.5 8.5 20.0 20.0 19.5 15.5 10.5 18.0 18.0 16.0 13.0 9.0 17.0 17,0 13.5 11.0 15.5 15.0 12.0 9.5 14.5 13.5 10.5 8.5 14.0 12.0 9.5 13,5 11.0 8.5 12.5 10.0 8.0 18.0 16.0 15.5 12.5 8.5 16.5 16.5 13.0 10.5 15.0 14.0 11.0 9.0 14.0 12.5 9.5 8.0 13.5 11.0 8.5 12.5 10.0 11.5 9.0 10.5 8.0 16.5 16.5 13.0 10.5 15.0 14.0 11.0 9.0 14.0 12.0 9.5 13.0 10.5 8.0 12.0 9.0 11.0 8.0 10.0 9,0 Root Snow Load (Pf) Roof Width Post Height I. (Psf) (ft) 7' 8' 9' 10' 12' 10.0 15.5 14.5 11.5 9.0 12.0 14.0 12.0 9.5 14.0 13.0 10.0 8.0 35 16.0 11.5 9,0 18.0 10.5 8.0 20.0 9,5 22.0 8.5 24.0 10.0 14.5 12.5 10.0 8.0 12.0 13.0 10.5 8.5 14.0 12.0 9.0 40 16.0 10.5 8.0 16.0 9.0 20.0 8.0 22.0 24.0 .. 10.0 13.5 11.5 9.0 12.0 12.5 9.5 14.0 10.5 8.0 45 15.0 9.0 18.0 8.0 20.0 22.0 24.0 10.0 13.0 10.0 8.0 12.0 11.0 8.5 14.0 9.5 CD 16.0 8.5 18.0 20.0 22.0 24.0 1 1 9, 4> F.:$ 2 00000000 12.0 9.5 10.0 8.5 55 I i ........ • POST SPACING CHART - CONTINUED RIDGE HEAVY DUTY 1-BEAM WITH 23/4" SQUAREPOSTS 11\ a: PE.RIMVER 814M ?SUPPORT 4 . - DEG:AS DEGLAS DEGLAS 16/32 OF? 16/32 OR 16/32 OR 16/64 16/64 16/64 PANELS PANELS PANELS lacE BEAM HEM DUTY I-BIAM 1\--- 2 3/4 'SQUARE PAT PERIMVER BEAM #3UPPGRF DB POST SPACING - As specified in Section 1508 Snow Loads of 200.3 Internet:0nel Buiiding Code and Section 7 of ASCE 7, the value of root snow load, R , shot be oetermined using the formuic p wC.,,C lo where: -; is given in Table 1608.3.1 (generclly C 0.9) C is given in 'fable 1508.3.2 (getnerolly C, 1.0) l is given in Table 1604.5 (generally 1, 1.0) p, is generally given in Figure 1608.2. See additional commenter!, for special crises - Structural allay 5061-T6 or equivoler.t. Maximum Boons cs indicated do not include snow huild-up or' other special conditions. Seporote engineering design is required if such conditions ore determined to ripply. o t 7; .+4.7)V ve $W 4 .s ,14$1 4 : 4 - CP\ A't :EXPZ;;Z t 4 T-Bar Roof System Installation Guide & Design Manual Page 37 -61 PERIMVER B'EAM._SUPP0i'.•f Z DEGL&S 15/32 OR 16/64 PANELS P rEAV1 �` ^2 3/4" P RIM:TE2 DEGtAS 16/32 OR 16/64 PANELS DGE BEAM DUTY : -86AM SQUARE POT BEAM _SUPP0 _ DEOI.AS 16`32 OR 6/84 PANELS T 4 T -Bar Roof System Installation Guide & Design Manual POST SPACING CHART CONTINUED RIDGE HEAVY DUTY 1 -BEAM WITH 2 SQUARE POSTS Page 38 POST SPACING - As =_pecified in Section 1608 Snow Loads of 2003 Internation o1 Building Cade cad Section 7 of :SCE 7, the value of roof snow iocd, Pf , sholl be determined using the formula ps -C t p where: - C, is given in Table 1508.3.1 (generally C„ 0.9) - r_ given in robie 1808.:.2 (generally 'Ct = 1.0) t is giver. in Table 1604.5 (generally i = 1.0) p is gene:roily given in Figure 1605.2. Seri adeldlenei commentary for specie: cases - Structure: alloy 8061 -T6 or equivalent. Maximum spans es indiccted do not include snow build-up or other special conditions. Seporctte engineering design is required if such conditions are determined to apply. Roof Snow Load (P (Psf 60 Roof Width (ft) 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 65 70 F 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 75 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 Post Height T 8' 9' 10' 12' 11 .0 8.5 9.5 8.0 10.5 8.0 8.5 9.5 8.0 9.0 WESLEY ANTHOLZ 23001 MARINE VIEW DR S A201 DES MOINES WA 98198 RE: Permit No. D09 -138 13100 MILITARY RD S TUKW Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D09 -138 City of Tuk Department of Community Development Based on the above, you are hereby advised to: The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Jim Haggerton, Mayor In the event you do not call for an inspection and/or receive an extension prior to 02/15/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/15/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 July 23, 2009 Wesley Antholz 23001 Marine View Dr S #A201 Des Moines, WA 98198 RE: Letter of Incomplete Application # 1 Development Permit Application D09 -138 Unibe Care Clinic — 13100 Military Rd S Dear Mr. Antholz, Building Department: Fire Department: • city of Tu la Sincerely, •t1.0 Bill Rambo Permit Technician Enclosures File: D09 -138 W:\Permit Cen ter \Incomplete Letters\2009\D09 -138 Incomplete Ltr #1.DOC Department of Communiy Development This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 21, 2009 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Al Metzler at 206 - 575 -4404 if you have any questions concerning the following comments. 1) The fire protection section of the permit application is not filled out. We are unable to conduct plan review without this information. Planning Department: Stacy MacGregor at 206 433 -7166 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Jim Haggerton, Mayor In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • Determination of Completeness Memo Date: July 23, 2009 Project Name: UNIBE Care Clinic Permit #: D09 -138 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannesseni Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide more specific details to show how the canopy shall be attached to the building/roof. Details shall also show how the canopy coverings meet the fire propagation performance criteria of NFPA 701 or has a flame spread index not greater than 25 when tested in accordance with ASTME 84. Plan specifications /details shall also verify how the canopy shall be constructed to withstand wind or other lateral loads and live loads as required by Chapter 16 of the 2006 IBC. (IBC 3105.3 & 3105.4) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. APPLICANT: Unibe Care Clinic RE: D09-138 ADDRESS: 13100 Military Road S • • PLANNING DIVISION COMMENTS DATE: July 23, 2009 In order to process this application, the following information is needed: 1. Show on the site plan where the awning will be located. The plans say "over the stairs" but the stairs are not discernible on the plans. Show the distance the edge of the new awning will be from the property lines. 2. What color will the awning be? Are you proposing any graphics? If you are proposing any graphic, you must also apply for a sign permit. • • PERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -138 DATE: 08 -04 -09 PROJECT NAME: UNIBE CARE CLINIC SITE ADDRESS: 13100 MILITARY RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS t wilding D ivi � n Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete 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 APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Structural Review Required V/ OS ci W Fire en Structural ❑ sfrt 9-14..0 Planning Division Permit Coordinator is DUE DATE: 08-06-09 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -03 -09 u Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -138 DATE: 07 -21 -09 PROJECT NAME: UNIBE CARE CLINIC SITE ADDRESS: 13100 MILITARY RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENT : gding 1 n N4 Public Work ni • p-w ;t )1 • PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route n Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Documents /routing slip.doc 2 -28 -02 Aevt\ Fire Prevention Planning Division n Permit Coordinator DUE DATE: 07 -21 -09 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 3 9 LETTER OF COMPLETENESS MAI D: Departments determined incomplete: BIdg' PW ❑ Sta ff Initials: ❑ Ping� U No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 08 -18-09 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1405 L6+ , 00 c 9 Plan Check/Permit Number: D09-138 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: UNIBE CARE CLINIC Project Address: 13100 Military Rd S \ Contact Person: `Ne$ J y411O12- Phone Number: NC 6 Su ? 6 0 y Summary of Revision: L \-s na s pr; h Tx lap Sp -4em, wil'%4 w► I k)L 4i# ei +o the, E- 1-Gt i c L q;Is t nt hc enty; PeijeS ID l/ i Crcul5c -row t`oo4gt ch Mit) Q.:,016(` 3'o(Uc f-cft y 1 1 C1 pow n M u n, m i n. JV () CrTit4C6 Sheet Number(s): • City of Tukwila \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director cilla "Cloud" or highlight all areas of revision including date of re yt *sion U lUU9 ( CENTER Received at the City of Tukwila Permit Center by: � ,[ Q- in Permits Plus on 17'11'09 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AMERISP011 RU AMERICAN SOLARIUM PRODUCTS CONSTRUCTION CONTRACTOR UNUSE GENERAL 12/31/1999 10/1 /2001 ARCHIVED WESTCSSO44DGSOLARIUM WEST COAST SYSTMS INC CONSTRUCTION CONTRACTOR GENERA UNUSED 3/7/1996 12/31/1999 ARCHIVED AMERISP996M0 AMERICAN SOLARIUM PROD a INST CONSTRUCTION CONTRACTOR AWN,CANOPIES,CARPORT,PATIO CO GLAZING /GLASS 7 /20/2001 7/20/2006 OUT OF BUSINESS Name Role Effective Date Expiration Date MATTHEW, THOMAS R PRESIDENT 10/17/2005 Bond Amount Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 DEVELOPERS SURETY a 742836C 07/20/2006 Until Cancelled $6,000.0007/17/2006 INDEM CO COLONIAL Until 2 AM CAS a LPM407197907/20/2006Cancelled 07/20/2006 $6,000.0007/13/2006 SURETY OF Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name AMERICAN PATIO COVERS PLUS INC Phone 3606587281 Address 14219 SMOKEY PT BLVD, BLDG 4 Suite /Apt. City MARYSVILLE State WA Zip 98271 UBI No. 602386627 Status ACTIVE License No. AMERIPC956PP License Type Effective Date Expiration Date Suspend Date CONSTRUCTION CONTRACTOR 10/24/2005 10/24/2009 County SNOHOMISH Specialty 1 AWN /CAN /PATIOCOVERS /SCREENS Business Corporation Specialty 2 UNUSED Type Parent Company Other Associated Licenses Business Owner Information Bond Information • • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx 08/19/2009