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HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: / DATE FILED: ' REVISION FEE: PERMIT # 1301 03 8 g RECEIPT # ?! PLANNING & DEVELOPM BUILDING & CODE REGULA I 2300 VIRGINIA A FORT PIERCE, FL M (772) 462-1553 ION APPLICATION FOR BUILDIN PROJECT INFORMATION 1. LOCATION/SITE m I ADDRESS: /f 03 / /1-Rc r;yd t POk,T ST L-u Cl F�• 1{452 ran e.,r.,r SV 2. DETAILED DESCRIPTION OF PROJECT St. Lucie County REVISIONS: V0,95' Fog 00feAVO 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (f6 C 03 (-3 6. 2 ST. LUCIE COUNTY CERT. M 02 o 71 BUSINESS NAME: QUALIFIERS NAME: /�io �n c a Sc rmrJ ADDRESS: aSd W. '47,AM5 CITY: goa-md STATE: :LL. ZIP: l (!i5 PHONE (DAYTIME): .70 9-2( 3 - 7Y7Y FAX: 4. OWNERBUILDER INFORMATION: NAME: ,GILL ,4? t N£55£r/66- ADDRESS: / O L7»� '�- CITY: o2- Sr. Lue E STATE: L. PHONE: 77X--d01-3y96 FAX: 5. ARCHITECT/ENGINEEER INFORMATION: NAME: // LL/6) `D-45tdm,,) 3 ADDRESS: a5t-,� W RbgAs CITY: STATE: 7-c.• PHONE (DAYTIME): 3e 9 -2F3 -7y791 SLCCC: 9/23/09 Revised 04/26/2010 ZIP: 6rsSo 11..Olaeida Building Code Online ' Pagd 1 of 4 tit ,.ailk s.6Nfa:�E. FIe6d3 Departinento` BCIS Home j Log In I User Registration 1 Hot TOPits I Submit surcharge I Stan a Fa= I PublkaUons MC Staff 1 BCIS Site Map I Links I Search i Businesrk�a SCANNED _ Professil 7`o-'[ �= product Owr Approval Y Regulation St. Lucie County product Approval Menu > Product or Application Search > Application List > Application Detall -'4 / 1?/.*; /— n _/�S P 9 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15058-RI Revision 2010 Approved C.H.I. Overhead Doors 1485 Sunrise Drive Arthur, IL 61911 (217) 543-2135 Ext 4273 jcampbell@chlohd.com ST. LUCIE BUILDING DATE AST' PLANS ND PERMIT MUST BE CEPT ON JOB OR NO INSPECTION WILL BE MADE Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received THESE PLANS AND ALL PROPOSED WORK John E. Scates ARE SUBJECT TO ANY CORRECTIONS PE-51737 REQUIRED BY FIELD INSPECTORS THAT Architectural Testing, Inc. BE NECESSARY IN OyRADP1E�RpTNO�'v 12/31/2014 Gordon Thomas, P.E. gMsgAY PNua1�i•�1I_TflAlhAPPLAgrtyk4 l9iptflid Validation Checklist - Hardcopy Received FL15058 RS COI CertOflndeoendence s.odf Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 DASMA 108 2002 DASMA 108 _ 2005 DASMA 115 2005 NEW NOW d-9 AIidDMlJ1 R' AMPONSI6UTY NYNE 10#00R OF aRD http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 6/20/2013 � or ida Building Code Onlike Page 2 of 4 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option. D - _ - 02/23/2012 02/24/2012 03/02/2012 04/03/2012 Summary of Products FL Jf Model, Number or Name Description 15058.1 hd; 3220, 3221, 3222, 3240, 6'-02" wide by 24' high sectional door with steel sections4 3241, 3242, 3250, 3251, 3252 with or without polystyrene Insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use In HVHZ: No FL15058 R3 TT lamb Attach Drawings s.Ddf FL15058 R3 TI Suoolemental Ins rib s.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +16.5/-18.4 Created by Independent Third Party: No Other: Sectional doors provided for wlndload Evaluation Reports applications. Tested In accordance with ASTM E330 and FL15058 Rl AE Eval Report s.pdf ANSI/DASMA 108, which are accepted test methods per FL15058 R3 AE FZ2-06-61310s.pdf FBC 2010 Section 1715. See drawing FZ2-06-61310 for Created by Independent Third Party: Yes widths and pressures 06'-00" +16.5/-18.4 (psf) through 08'-08" +10.7/-12.0 psf). 15058.2 kk; 3220, 3221, 3222, 3240, 9'-02" wide by 24' high sectional door with steel sections 3241, 3242, 3250, 3251, 3252 with or without polystyrene Insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15058 RI II lamb Attach Drawings s.pdf FL15058 R3 II Suoolemental Ins rib s.odf , Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +37.6/-46.5 Created by Independent Third Party: No Other: Sectional doors provided for wlndload Evaluation Reports applications. Tested In accordance with ASTM E330 and FL15058 Rl AE Eval Report s.pdf ANSI/DASMA 108, which are accepted test methods per FL15058 RI AE FZ9-09-61510s.pdf FBC 2010 Section 1715. See drawing FZ5-09-61310 for Created by Independent Third Party: Yes widths and pressures 06'-00" +64.2/-72.3 (psf) through 10'-06" +31.8/-39.3 (s . 15058.3 Ig; 3220, 3221, 3222, 3240, 10'-02" wide by 24' high sectional door with steel 3241, 3242, 3250, 3251, 3252 sections with or without polystyrene insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS058 RI TT lamb Attach Drawings s.pdf FL15058 RI IT Suoolemental Ins rib s odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +24.1/-36.7 Created by Independent Third Party: No Other: Sectional doors provided for wlndload Evaluation Reports applications. Tested In accordance with ASTM E330 and FL15056 Rl AE Eval Report s.pdf j ANSI/DASMA 108, which are accepted test methods per FL15058 R3 AE FZ5-10-61310s.pdf FBC 2010 Section 1715. See drawing FZ5-10-61310 for Created by Independent Third Party: Yes widths and pressures 06'-00" +40.8/-62.2 (psf) through 15'-OS" +10.4/-13.8 (sf). 15058.4 Ih; 3220, 3221, 3222, 3240, 10'-02" wide by 24' high steel sectional door with or 3241, 3242, 3250, 3251, 3252 without polystyrene Insulation. Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS058 RI If lamb Attach Drawings s.pdf FLIS058 R3 TI Supplemental Ins rib s pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: John E. Scates PE-51737 Design Pressure: +30.5/-34.3 Created by Independent Third Party: No Other: Sectional doors provided for potential "code- Evaluation Reports plus" applications. Large Missile Impact (9 pound missile) FL15058 Rl AE Eval Report s.pdf and cycling tests were conducted In accordance with FLS5058 RI AE FZ61-30-61510s.Ddf ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static Created by Independent Third Party: Yes tests were conducted In accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 6/20/2013 Flcxida Building Code Online Page 3 of 4 FBC 2010 Sections 1609 and 1715. See drawing FZ61-10- 61510 for widths and pressures 06'-00" +50.7/-57.5 (s through 10'-08"+27.7/-31.1 psf). 15058.5 II; 3220, 3221' 3222, 3240, 3241, 10'-02" wide by 24' high steel sectional door with or 3242, 3250, 3251, 3252 without polystyrene Insulation. Limits of Use Installation Instructions . Approved for use In HVHZ:. No FL15058 111 IT lamb Attach Drawings s.odf Approved for use outside HVHZ: Yes FL15058 Rl If Supplemental Ins rib s.odf Impact Resistant: Yes Verified By: John E. Scates PE-51737 Design Pressure: +46.2/-54.0 Created by Independent Third Party: No Other: Sectional doors provided for potential "code- Evaluation Reports - plus" applications. Large Missile Impact (9 pound missile) FL15058 Ri AE Eval Report s.odf and cycling tests were conducted in accordance with FL15058 RI. AE FZ71-10-61510s.pdf ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static Created by Independent Third Party: Yes tests were conducted In accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per FBC 2010 Sections 1609 and 1715. See drawing FZ71-10- 61510 for widths and pressures 08'-04" +50.7/-57.5 (s through 10'-08" +42.0/-49.1 (psf). 15058.E pf; 3220, 3221, 3222, 3240, 14'-02" wide by 24' high sectional door with steel 3241, 3242, 3250, 3251, 3252 sections with or without polystyrene insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS058 RI If lamb Attach Drawings s.odf FLIS058 RI IT Supplemental Ins rib s.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +20.7/-25.1 Created by Independent Third Party: No i Other: Sectional doors provided for wlndload Evaluation Reports applications. Tested in accordance with ASTM E330 and FL15058 RI AE Eval Report s.odf ANSI/DASMA 108, which are accepted test methods per FL15058 RI AE FZ4-14-6131.0s.pdf FBC 2010 Section 1715. See drawing FZ4-14-61310 for Created by Independent Third Party: Yes widths and pressures 10'-06" +32.6/-39.4 (psf) through 20'-05" +10.0/-12.1 (psf). 15058.7 sh; 3220, 3221, 3222, 3240; 17'-02" wide by 24' high steel sectional door with or 32'4 3242, 3250, 3251, 3252 without polystyrene insulation. Limits of Use Installation Instructions Approved for use In HVHZ: No FL15058 R3 II Jamb Attach Drawings s.pdf j FL15058 R1 JI Supplemental Ins rib s.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: John E. Scates PE-51737 Design Pressure: +29.5/-36.9 Created by Independent Third Party: No Other: Sectional doors provided for potential "code- Evaluation Reports plus" applications. Large Missile Impact (9 pound missile) FLIS058 RI AE Eval Report s.odf an cycling tests were conducted In accordance with FL15058 RI AE FZ61-17-61510s.0f ANSI/DASMA 115, ASTM E1886 and ASTM E1996. Static Created by Independent Third Party: Yes tests were conducted In accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per FBC 2010 Sections 1609 and 1715. See drawing FZ61-17- 61510 for widths and pressures 10'-09" +37.3/-41.9 (psf) through 20'-02" +21.4/-26.7 (psf). 15058.8 te; 3220, 3221, 3222, 3240, 18'-02" wide by 24' high sectional door with steel 3241, 3242, 3250, 3251, 3252 sections with or without polystyrene insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15058 RI IT Jamb Attach Drawings s.odf FLIS058 R3 IT Supplemental Ins rib s.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +17.5/-21.5 Created by Independent Third Party: No Other: Sectional doors provided for windload Evaluation Reports applications. Tested In accordance with ASTM E330 and FLIS058 RI AE Eval Report s.odf ANSI/DASMA 108, which are accepted test methods per FL15058 R1 AE FZ3-18-61310s.Pdf FBC 2010 Section 1715. See drawing FZ3-18-61310 for Created by Independent Third Party: Yes widths and pressures 06'-00" +88.3/-99.6 (psf) through 20'-06" +13.8/-16.9 (psf). 15058.9 tg; 3220, 3221, 3222, 3240, 18'-02" wide by 24' high sectional door with steel 3241, 3242, 3250, 3251, 3252 sections with or without polystyrene Insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use In HVHZ: No FL15058 R1 If Jamb Attach Drawings s.odf FLIS058 R3 II Supplemental Ins rib s pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +26.4/-32.9 Created by Independent Third Party: No Other: Sectional doors provided for wlndload Evaluation Reports applications. Tested In accordance with ASTM E330 and FL15058 Rl AE Eval Report s.odf ANSI/DASMA 108, which are accepted test methods per FL15058 R3 AE FZ5-18-61310s.pdf http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 6/20/2013 Florida Building Code Online Page 4 of 4 11,FBC 2010 Section 1715. See drawing FZ5-18-61310 for Ip� Created by Independent Third Party: Yes widths and pressures 07'-00" +76.9/-96.1 (psf) through 28'-02" +11.0/-13.7 (psf). 15058.10 ti; 3220, 3221, 3222, 3240, 18'-02" wide by 24' high steel sectional door with or 3' 1, 3242, 3250, 3251, 3252 without polystyrene Insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL35058 R1 II lamb Attach Drawings s.pdf FL15058 RI iI Supplemental Ins rib s.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: John E. Scates PE-51737 - Design Pressure: +31.2/-40.0 Created by Independent Third Party: No Other: Sectlonal doors provided for potential "code- Evaluation Reports plus" applications. Large Mlsslle Impact (9 pound missile) FL15058 R1 AE Eval Report s.pdf and cycling tests were conducted In accordance with FL15058 Rl AE FZ71-18-61510s.pdf ANSI/DASMA 115, ASTM E1886 and ASTM E3996. Static Created by Independent Third Party: Yes tests were conducted in accordance with ASTM E330 and ANSI/DASMA 108. These are accepted test methods per FBC 2010 Sections 1609 and 1715. See drawing FZ71-18- 61510 for widths and pressures IT-00" +35.9/-40.0 (psf) through 24'-02" +17.6/-22.6 (psf). 15058.11 vg; 3220, 3221, 3222, 3240, 20'-02" wide by 24' high sectional door with steel 3241, 3242, 3250, 3251, 3252 sections with or without polystyrene insulation and with or without aluminum framed full view sections. Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS058 RI II lamb Attach Drawings s.pdf FL15058 R3 ii Supplemental Ins rib s.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +17.4/-22.8 Created by Independent Third Party: No Other: Sectional doors provided for windload Evaluation Reports applications. Tested in accordance with ASTM E330 and FL150511 RS AE Evol Report 5,odf ANSI/DASMA 108, which are accepted test methods per FL15058 R3 AE FZ3-20-61310s.pdf FBC 2010 Section 1715. See drawing FZ3-20-61310 for Created by Independent Third Party: Yes widths and pressures 14'-02" +27.6/-36.0 (psf) through 26'-03" +10.3/-13.5 (psf). 15058.12 xf; 3220, 3221, 3222, 3240, 22'-02" wide by 24' high steel sectional door with or 3241, 3242, 3250, 3251, 3252 without polystyrene Insulation. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15058 R1 II lamb Attach Drawings s.pdf FL15058 R1 II Supplemental Ins rib s.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: John E. Scates PE-51737 Design Pressure: +25.4/-25.4 Created by Independent Third Party: No Other: Sectional doors provided for windload Evaluation Reports applications. Tested in accordance with ASTM E330 and FLIS058 RS AE Eval Report sxdf ANSI/DASMA 108, which are accepted test methods per FLL5058 RI AE FZ4-22-61310s.pdf FBC 2010 Section 1715. See drawing FZ4-22-61310 for I Created by Independent Third Party: Yes widths and pressures 18'-06" +36.5/-36.5 (psf) through 28'-02" +15.7/-15.7 (psf). Back Next a_ . ii5[b3ht{7 The State of Florida is an AA/EEO employer. Copvdoht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant m Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick hem_. Product Approval Accepts: ) M secoritva+yantc" http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 6/20/2013 Supplemental Instructions Commerical Ribbed Pan Doors with Full View Higher wind pressures and larger doors require additional reinforcement. A CAUTION Premature failure of door system may result from improper application. See chart in lower left corner of drawing sheet one for the approved wind pressures and door sizes. These supplemental instructions do not contain basic door installation steps and related safety information. A WA R N I N G Failure to follow basic installation steps and related safety information may result in injury or death. Door installers must follow a primary instruction manual for basic door installation steps and related safety information. The correct selection of door and framing materials in adherence with local building code directives is the responsibility of the building owner/designer. Use of a reinforced garage door does not constitute automatic compliance with any building code. Local building code officials determine compliance criteria. A loeldng system must be installed if the door is not electrically operated. Supplemental_Instructions Ribbed Copyri9ht2011 C.111.0v.bnd Door r, y lip ` � • �. " r . FL 150501 1 Professional Engineer's seal provided ordy for veriEcaaon of windload coma cfion details �(cz John E. States, P.E. 3121 Fairgate Drive Carrolltan, Texas 75007 Florida P.E. N51737 page 1 of 2 ti For use with single end hinges (hinges shown with six screws, see drawing for screw quantity requirements) Strut — Strut Strut Strut above top fixture Cop Fixture End Hinge Strut above hinge id Hinge find Hinge 0; '— Strut I I / Strut Strut on bottom half of hinge Strut below hinge trot Strut on top half of hinge End Hinge Strut in center of section Strut Hinge End Hinge ut trot Fixture Bottom Fixture Bottom Fixture Strut above bottom fixture Strut on top of bottom fixture Strut on top of bottom fixture For use with double end hinges (hinges shown with four screws, see drawing for screw quantity requirements) Sam /I—Tr�\— Strut find Hinge ap Fixture Strut above top fixture and Hinge End Hinge Strut in center of section Supplementa]_Instructions_Jfibbed $mit End Hinge Strut above the hinge Strut on bottom half of hmgei' l ., Strut • sK n c• g G �;»-� 1 Eli .� t ,"'.' it oee Auxillary Cagier Bottom Fixtum 'Z.(Z'i,� l�j•.. Z Strut FL 1505 B R above auxillary carrier ll John E. Scates, P.E. Professional Fngineds ual 3121121 Fairgate Dave provided only forvetification of Carrollton, Texas 75007 windload constmcdon details flondaP.E.#51737 Copydght2011 C1LL Overhead Doors page 2 of 2 Anchor. ITW Tepoon or Tapeon IDT or Simpson Strong -Tie Sleeve -All or Wcdga All. ITW Ram.VRedhead Tapwn, i/4" dimuUm, minimum 3" long with wasMrthU confmrnls to ANSI 1318.22.1 type B. n W Ra mt/Redhead Largo Diameter Taper, 3/8" diameter,misdmuce4" long with wuhuthat confomm to ANSI B1822.1 type B. Shmpsen Sleeve -AB / Wedge -All, 318" diameter, minimum 4" long with washerthat confomrs to ANSI B182ZI type B. This chat applies to wood species with sped6egravitygremerthen orequal to 0A2 including spmm pine fir(SPF) and southern pine (SP). See churn for reioimumwasherdinowen Wwherdiameminchatambwedonmeo£Spence Pine Fit. WmhemmaybelO%=allerwhrn Southern Pincismed See fiat forminimurn edge dismay scquired. L.9wcA mcharto be greater Ntanthe minimum edge distance up from the floorand less than 10-inches from the floor. Seechanforallowableloadperanchoe load perjamb=05 x dcorwidthA nre, positive pressure x domheight. These Malts donor address spring pad connections to the building. Maximum spacing shown in chant. l.esserspacing maybe wed to avoid interferenw wkh doorcomponeat system. 8" CMLI blockwalls shall beofsufficient svengthto resistloads, FASTENER SPACING inches $666 SI concreteCMn amuad Hellew LNII ITW Ta se Simpson mr.n.-Tlo I rn9Ta con 1/4" 1/4" 313. 318" aB" a— All 3W Wedae An 31a" 3M. M M 1 74 24 1 M 1 24 M 24 24 M 1 24 1 24 1 24 1 24 M 23 24 24 M 1 24 1 la 1 M 24 u 24 24 24 M I M 24 24 21 24 M 24 24 1 M M 24 20 24 24 M M$170 4 24 ]9 24 M 24 244 M M 24 23 24 2A4 24 17 24 23 M 24 M 36 M 22 M 24 24 M M 21 M M24 20 14 M M 0 24 19 24 231 M M M M n0 23 13M 12 4 20 M 12 24 16 U4 19 21 u M 16 M 1a M 11 23 15 M 17 38 M 22 14 1 M 16 14 1 0 17 10 20 13 13 M 16 9 19 u u 13 ss a 17 11 11 12 13 7 15 So 20 11 u 7 M 9 fus 9 9 11 6 = 8 8 8 10 n/a m 7 7 7 a9 6 6 6 7 n/a 5 of. 5 6 n/a 20M psironcreta anumd W —a Ta can al<ere- N� Wetl{a- AO Te 1/4• 114• 3/8" 3/9" 3/8• 9 8" 3 8" 3/8" 25' 25• 3" 3' 3• 3" 2' 2" ] 75" 1.75" 25" 25-1 175" 15-AS* 2.1 e) 9" 1-1 T 1° 1" r 1-1 8' ] W 2-1 7 2- 2' 3" r 3" 3• 3• 3" 505R 319R 859p 3Tlp 336R 35M 39811 229p keep each area clear of any back jamb attachment fasteners FASTENER 13YUMrrER .. ,� z. vf163 +�.yj FASTENERL 10711 > `:".• ENmEDb T1 GTN Al WASHER DIAMETER EDGE DISTANCE FASTENER IAAD CAPACttt 3 %,� P Joh y,re" n States Professional EngineersdeaTgmVided' 3121 Fairgate Drive only for Verification of windload Carrollton, Texas 75007 construction details Florida PE. #51737 3" Highest anchor installed a least as high As door opening. Anchom to be evenly spaced between the header and the floor. 2x6 structural gad. lumber. May be counterbored up to 3/8" deep a each anchor location to provide a flush mounting surface. Fiat anchor to a=At no more than half the fastener spacing distance and no less than the minimum edge distance. Alternative design may be approved by a registered professional engineer. Supporting structural elements shall be designed by registered professional engineer for wind loads in addition to other loads. Calculation reference: DASMA TDS #161C, 2005 AF&PA NDS for Wood Construction and Simpson Strong -Tie data. 9-29-2011 Back Jamb Attachment Detail Concrete Anchors C.H.I. Drawine: BJA-101-02 Southern Pine (SP) specific gravity = 0.55; allowable load per anchor = 577 pounds. Spruce Pine Fir (SPF) specific gravity = 0.42; allowable load per anchor= 385 pounds. Use SP values only if both structure andjamb are southern pine. Use SPF values when spruce pine fir is present in structure orjamb material. Lag screw: 3/8" diameter x 3" min long; must conform to ANST/ASME B192.1 keep each area When applying back jambs over dry wall or other non structural wall covering, clear of anyback use longer lags screws to insure 1-1/2" minimum embedment required- jamb attachment Washer: 1-1/8" minimum outside diameter and 13/32" inside diametezmust conform to ANSI B1822.1 type A- Instances Pie -drill 1/4" diameter pilot holes for lag screw insertion. I-1/2" minimum lag screw edge distance required Maximum spacing shown in chart. Lesser spacing maybe used to avoid interference with doorhardware and orfastening system. Spring pad attachment details not included Maximum load per jamb = 0.5 x (door height) x (door width) x (maximum positive pressure) FF A,ma, p^�6"")hcO s OR WIDTH feetand Inches ata qiven DESIGN PRESSURE PSF SPF SP 22.2psf Meet 2S1p0 27.5psf I 28.81'a 32p4 33.9psf 35.9psf 41.2psf 43.2,ad 4S.4psf 48psf 50.8psf 54,ef 61.7psf 66.Spsf 72psf 78.6psf 86.Spsf 96.1psf 24 24 17'4" I6'-0" 15'4" 14'-0" 13'-4" 22'-0" 11'4" 30'-8" T-4" 8'-10" 8'-5" 8'-0" T-6" 7'-1" 6'-2" 5'-9" 5'-4" n/a note n/a 23 24 18'-1" 16'-8" 16'-0" 14'-7" 13'-11" 12' 6" 11'-10" 11'-2" 9'-9" 9'-3" 8'-10" 8'4" 7'-10" 7'-5" 6'-6" 6'-0" "" 5'-1" n/a n/a 22 24 18' IV 1T-6" 16'-8" 15'3" 14'-6" 13'-1" 12'4" 31'-8" 10'-2" 9'-e' 9'-3" T-9" 8'-3" T-9" 6'-9" 6'-3" 5'-10" 5'4" n/a n/a 21 24 19'-0" 18'3" 17'-0" 16'-0" 15'-3" 13'-9" 22'-11" ]2'3" 10'-8" 10'-T' 9'48" 9--1" 8`-T' 8'-I" T-r 6'-7" 6'-1" S'-7" 5'-I" n/a 20 24 20'-9" 19'-3" W-4" 16'-9" 16'-0" IN-S" 13'-7" 12'-10" 11,-2" 10'-8" 10'-2" 9'-7" 9'-1" 8'-6" 7'-5" 6'-11" 6'-5" S'-10" 5'4" n/a 19 24 21'-10' 20'-3" 19'4" 17'-8" 16'-30" 15`-2" 14'4" 13'-6" 11'-9" 11'-3" 10'-8" 30'-1" 9'-6" 9'-0" 7'-10" 7'-3" 5'-9" 6'-r 5'-7" 5'-0" 18 24 23'-l" 2r4" 20'-5" 18'48" 17`-9" 1"" 19-1" 14'3" 22'-5" 11'-10" 11'-3" 10'-8" IVA" 9'-6" 8'-r T-8" 7'-1" 61-6" 5'-11" S-4" 17 24 24'-5" 22'-7" 2r-T' 19'-9" 18'-10" 16'-11' 16'-0" 15'-1" 23'-2" 12'-6" Ir-11" lr3" 10'-8" 10'-0" 8,-9" 8'-2" 7-6" 6'30" 63" S'-T' 16 24 25'-11" 23'-11" 22'-11" 20'-11" 19'-11" 17'-11" 16'-11' I6'-0" 13'-I1" 13'-3" 12'-8" I1'-11" 11'-3" W-7" 9'-3" 8'-7" T-11" 7'-3" 6'-7" 5'-IT' IS 23 27'-1" 25'-1" 23'-11" 2r-10" 20'-10" 18'-9" 1T-9" 16'-9" 14'-7" 13'-31" 13'-3" 12'-6" IT-10" 11'-1" 9'-9" 9'-0" 8'-4" '-7" 6'-ll" 6'-3" 14 22 n/a 26'-2" 26-0" 22'-10" 21'-16' 19'-8" 18'-G" IT-G" 15'-3" 14•-G' 13'-10" 13'-1" 154• 111-7" 10•-2" 9'-S" 8'-8" 8'-0" 7-3" 61-6" 14 21 n/a 27'-5" 26'-r 23-11" 22'-10" 20'-7' 19'-5" 18'4" 16'-0" 15'-3" 14W' 13'3" IT-11" 22'-2" 10'-8" 9'-10" 9V' 8'4" 7-7" 5' 10" 13 20 n/a n/a 27'-7" 25'-2" 24'-0" 21'-7" 20-5" 19'-3" 16'-9" 16'-0" 15'-3" IN-S" 13'-7" 12'-9" 11'-2" 10'4" 9'-7" 8'-9" 8'-0" T-2" 12 19 n/a n/a n/a 26'-G" 25'-3' 22'-9" 21'-S" 20'-3" IT-8" 16'-10" 16'.0" 15-2" 14'4" 13'-5" 11'-9" 10'-11" 10'd" 9'-3" 8'-5' 7'-7" 12 38 n/a n/a n/a 27'-11" 26'3 24'-0" 22'-8" 21'-5" IS'3" 17'-9" 16'-11" 16'-0" 15'-3" IN-2" 12'-5" 11'-6" 10'-8" 9'-9" 8'-10" 8'-w 31 17 n/a n/a n/a n/a n/a 25'-5" 24'4)" 72'3" 19'-9" 18'-20" 17'-11" 16'-11" 36'-0" 16d" 13'-2" 12'-2" 11'-3" 10'4" T-S" 8'-5" 10 36 n/a n/a n/a n/a n/a 27'-0" 25'-G" 24'-1" 21'-0" 20' 0" 19'-0" IV-V' 17'-0" 16'43" 14'4" 13'-0" Ir-0" 11'-0" IOW" 9'-0" 10 15 n/a n/a n/a n/a n/a n/a 27-2" 25'-8" 224" 21'4" 20'4' 19'-2" 18'-2" 17'-1" 14'-11" 13'-10" 12'-9" 11'-8- 10'-8" 9'-7" 9 14 n/a n/a n/a n/a Ma n/a n/a 27'-6" 24'-0" 22'-M'; 21'-9" 20'-T' 19'-5" 18'-3" 16'-0" 14'-30" 13'-8" 12'-7" 11'-5" 10'-3" 8 13 ate n/a n/a n/a n/a n/a n/a n/a 25'-10" 24'-7" 23'-5" 22'-2" 20'-11" 19'-8" 17'3" 16'.0" 14'-9" 13'-6" 12'-3" Ir-1" 8 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a 26'-8" 25'-5" 2V-0" 22'3" 21'4" IS'-8" 17'4" 16'-0" IN-8" 13'4" 12'-0" 7 11 n/a n/a n/a We n/a n/a n/a n/a n/a n/a 27-8" 26'-2" 24`-9" M'-3" 20'4" IS'-11" 3T-5" W-C)" 14'-6" IVA" 6 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 27'3" 25'-7" 22`-5" 20'-9" 19'-r 17'-7" 1"" 14'4" 6 9 n/a n/a n/a n/a n/a n/a On in/. n/a n/a n/a n/a M-11" 23'-1" 2r4- 19'-G" 17W' 36'-0" 5 8 n/a n/a n/a o/a n/a LL n/a n/a n/a n/a n/a n o n/a n/a 26'-0" 24'-0" 22'-0" 20'-0" W-0" 4 7 n/a n/a n/a n/a n/a n/a n/a n/a n, n/a n/a n/a n/a n/a 27'-5" 25'-r 2T-10" 20'-7" SPF SP 212psf 24psf 25.1pd 275psf 28.8psf 35.9psf 41.2,ef I 43.2psf 145.4pf I 48psf I 50.8psf I S4pd 161.7pal 1 665psf I 72psf 178.6lisf 865psf 96.1psf FASTMEER SPAaNG DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSG q Alternative design may be approved by a registemdprofessional engineer. Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads. Calculation reference: DASMA TDS #161E and2005 AF&PA NDS for Wood Construction. 4 t bid JJ �� Professional Engineers seal provided 7nhn E. Scares P E..,. only for verification of windload 3'121 Fairgam Drive construction details .:-Carrollton, Texas 750C 7 - Florida P.E. # 51737 L_ 3" Highestanchor installed at least as high as door opening. Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8" deep at each anchor location to provide a flush mounting surface - Fuss on to start atno more than half the fastener spacing distance and no less than the minimum edge distance. z- 4-18-2011 Back Jamb Attachment Detail Lag Screw C.H.I. Drawing: Self tapping screws (with steel) I Anchor. 1N' diax 3/4" self nipping screw: must confirm to ANSUASME E18.21. Xe steel Iambs; allowable load per screw=4441hc 12 gauge steel Jambs: allowable load per screw=209 fix Anclmr. welds performed by a Certified Welderor inspected by a 100"x1"fillet welds Certified Welding Impactor to verify Integrityo£welds. Wmhv 1-11B" O.D. / 3/8" I.D. min; must conform to ANSI 818.22.I type A. Lowest faetenerlo be within 10-inches afthe floor Minimum of 3 .6. porjmnb allowed. Maximum spacing showain them Lesserspacing maybe used to avoid inatmemoce with door mmparent System. Add holes to continuous angle as required to satisfy facteerspadng in these charts. These claims do act address spring pad convections to the building. Load per jamb =0.5 x door width x max positive pressure x doorbeight JOG' xI"long fillet Calcu]atlonreference: DASMA IDS #161h, (E60XX Elecwdes Weld inbe located vertically on ATTACHMENT rrW Builder Online at spacing specified in dart and 9PACNO performance Data wdd toe of angle at samespa riches sLREyls rosins 12 ga iamb 3116" Jamb 12 as jamb 269psf 303ps131Aind 329psf DOORWIDTH 34.6psf feet and 36Jnaf 3a7pd inches 4L6mf ate 444mf given 47.Spsf DESIGNPRESSURE 5l2p0 55.5psf 60.Spsf PSF 66.5pid 74mf 828psf 86.6ps 95.3psf 24 24 24 7'-W' 6'-ll" 6'-T 6'3" 6'-0" 5'-8" 5'-4. 5'-0" n/a n/a n/a n/a n/a n/a rile nfa n/a n/a M 24 24 T-7" 7'.2" 6'-11" 6'-T' 6'-3" 5'-I1" 5'-T' S'-Z" n/a n/a n/a n/a n/a n/a -1a n/a n/a n/a 22 24 24 8'-0• 7.6" T-3" 6'-31• 6-7" 6'-2" 5110- S'-5" 5'-3" n/a u/a rife n/a n/a n/a n/a n/a n/a Z1 24 24 8'-4" r-SP' 7'-7" 7'-3° 6-10- 6'-6" 6'-2" 5'-8" 5'-0" 5'-0" n/a n/a n/a n/a n/a n/a n/a n/a M 24 24 ""1 8'-3" 7'-11" 7'-T' T-2" 6'-10" GIs- V-i- 5'-T' 5'-3" n/a o/a n/a rile n/a n/a n/a a/a 29 24 24 9'-3" 8'-8" 8'-4" 8'-0" T-7" 7'-2" 6'-9" 6'-0" 5'-11" 5'-6" 5'-1" n/a n/a n/a n/a n/a n/a n/a IS 24 2A 9'-9" 9'-2" 8'-10" e'-5" 8'-0" 7'.7" 7'-2" 6'-8" 6'-3" 5'-10" 5'-5" 5'-0" n/a rile rile n/a a/a n/a 17 24 24 10'-0" 9'.9" 9'-4" a-11' a-6" e'-1" 7'-7" 7%:r 6%r 6-2" 5'-9" T-3" n/a' n a n/a n/a n/a n a 16 24 Z4 13'-0" TV-W 9'-IV 9%9' 9'-0" 8'-T' g'-1" 7'fi" T-O' 6-7" 6'-1" 5'-7" 5%2" n/a rile n/a n/a n/a 15 26 24 11'-W Ir-0" 10'-7" 10'-1" T-7" 9'-1" a-7" 8'-0• 7'-6" T-0" 6'A" 6-0• T-6" T-0" n/a n/a n/a n/a 14 Z4 24 12'-6" 1r.10 U-W' 30'-30 10'-0" 9'3" 9'-3" 8'-7" 8'-0" 7' 6' 6'-IV' 6.5" 5111" 5'-4• rile n/a n/a n/a 13 24 24 13'-V 32'-9" 12-3" 11'-8" IS'-1" Ia-G" 9'-11" 9'3" 8'-8' 8'-1" 7'-6" 6-11' 6'-0' S'3" S-2" n/a n/a n/a 12 24 24 14'-T' 13'-10' 13'-3" IT-8" 1r-0" IV-S 10'-9" SO'-0" 9-0' 8'-9' 8'-1" TA" 6'-30" 6'3" S-7" 5'-W n/a n/a 21 23 24 36%W 15'-1" 14'-6- 13' 10 13'-Z" 12'-5' 11'-9" IW-21" 10'3" 9'-7" e'-IO" 8'-2" 7' 6" 6'-10" 6'-1" T-V 5'-3• n/a 10 22 24 I6'-21" 16--1" IS'-5° IV-8- 13'-11" IN-3" IT4i- IV-T IW-10" 30'-2" 9'3° V-8" e'-0" 7'-3• 6-6' S'-16 5'-7" 5'-0" 10 21 24 17'-7° 16'-7" 16'-0" 15'-3" 14'-6" IT-9" 1r-11' 22'.W 12%r IO'-6' 9'-9' 9'-0" a-3" T-6" 6'-9" 6'-0" S'3" 5'-3' 9 20 24 18'-6" IT-5- 36--9" 16'-0' 15'-2" 14'-5" IN-7" 12'-W 11%20" 11'-1" 10' 3" 9' 6' 8' 8" T-11• T-1" 6'-4° S%r 5'-6' 9 19 24 19'-5' 18'-0' 17' 8' I6' 10" 1"" 15'-r 1NA' 13'-0" J2'-0" 11'-8" 10'-10" 10'-0' 9'-2" 8'4° TA" 6'3° 6'-4° 5'-9' 8 18 24 20'-6' IT IB' 7" 17'-9" 16'Ar 16'4" 15' r' 14' U" 13'-2" 12'-3" 11'-S' 10'-6' 9'A" 8'A" T-10" 7'-0" 61-9- 6'-1" 8 17 24 21'-e' 20'-6" 19'3" 18'-9" 17'-10. 16'-IS" 16--0' 14'-20" 33'-11" ]3'-0" 12'-1" 11' 1" 10'-r 9'3' V-4" V-5' T-1° 6'-6" 7 16 24 M'-C 2r4 2r-2° 20'-2" 19' 2" 28'-2" 17'-2' 16'-0" IS'-0" 14'-0" 13'-0" 32'-W 11'-0" 30'4° 9'-0" a-0" T-8- 6'-11" 7 35 24 24'-11" ZT-6" Z2'-7" 21'-7" 20'-6" 19'A' 194- 17'-0" 16' 0" 14'-11" 13.10' 12' 9" 11'-8' 16-8" 9'-7" 8'-6" 8-2° 7'-5' 6 14 24 26'-8" 25'-2" 7A'-Z' 23'-1" 21'-11" 20'-10" 19'A" lawii- 17'-1" 16'-0" 14'-10" 13'-W 12'-6' 11'-5" M'-3" 9'-2" 8'-9" 7'-31" 6 13 Z4 n/a 27-1• 26'-1" 24'-10" M'-8" Z2'-5" 21'-2" 19'-8" 1g'-5" I7'-3" 16'-W 14'-9" 0'.6- 12'3" 11'-0" 9' lw 9'S" 8'-7" 5 12 24 n/a n/a n/a 26.11 25'-7" 2A'-3" Zr-11' 21'4" 20'-0" 18'-8" 17'-0" 16'-0" 14'-8" 13'-4" 12'-0" 10'4" 1Y-3" 9'3" 5 11 24 On n/a n/a n/a 27'-11" 26'� ' 25.0" 23'-3" 21'-9" 20'-0" 18'- r IT-5- 16'-0' 14'-6" 13'-1" lr' ' IS'-2" 10'-1" 4 10 24 rile rile On n/a On On 2T-6" 25'-T' 24'-0" 22'-5" 20--9" 29'-2" 17'-7" 16'-0" 14'-4" 12'-10" 12'-3" 31'-2" 4 9 24 rile rile n/a n/a n/a n/a n/a n/a 26'-8" 2A'-33' Z3'-1" 21'-3" 19'-6" 17'-9" 16'-C" 14'-3" 13'-W Ir-5" 3 8 23 rile rile n/a ale n/a n/a n/a n/a n/a Z7'-11" 21'-11" 19'-IS" 1T-I1. 36'-0" LS'-3" 13'-11" 3 7 22 rile rile rile n/a sr/a rile n/a n/a n/a n/a ' 22'-11" 20'AT IS'-9" IVA" 16'-0" 14'-6" 3 7 21 n/a n/a n/a n/a n/a n/a On n/a n/a n/a 24'4' 21'-10" 19'.7- 17'-6" 16'.9" 15'.3" 3 7 20 n/a n/a n/a n/a n/a n/a n/a n/a n/a rile Vn/326�V 25'.2" 22-11' M'-7" IV-5' 17.7" 16'-0" 3 6 19 rile rile rile rile n/a rile rile rile n/a n/a 26'-6' 2N-1" 21'-g" 29'd" 18.6" 16'-'WRE'Mttwelpa 33Apd 329psf 34.6psf 36Spsf 38.7psf 416mf 4 4psf 479pd sf 6oSmf 66.5mi 74psf 829psf 866pi 95.3mf 12 ga Lib" 12 ga DOOR WIDTH feet and inches ate given DESIGN PRESSURE PSF Jamb amb Jamb ATTACHMENT 9PAC810 .has Professional Engineer's seal provided only for verification of windload construction details 12 gauge orYa" acel 7ambr, allowable load per weld=1,2T21bs. wild Use all necessary precautions when welding galvmdzed sad, Welds to be evenly spaced between headcrand floor. Lowest weld to be within 10-inches ofthe floor Minimum of 3 welds perjamb allowed. Fillet welds to have a straight or mnvex face surface. Tack weld toe of angle at same spacing to prevent rotation of track angle. Creeks and blemishes shell be ground re a smooth cancer and checked to ensue sova&= in). These chats do not address spring pad cemtections to the building. Ly'J O�:y�yhrr'r �fz3((Z Ahcntdve desienmay be appmred by a segua d pmfe si nnlengineer. Sur,ortmgatmemelelements shnObe desisted by a reidscred pmhabnalenginevfarwmd leadsin addition c,od,ttlotdx This dmwmg doesnoteddressl6ejemNweO design, broody dm attachment lath/wall conmuction isdiown odv fordluma( n none 4-18-2011 rolm E. Scams, P.E. Steel Attachment Detail 3121 Favgate Drive armllton, Texas 73W/ Florida P.E.#51737 C.H.I. Drawing: BJA-103-01 Anchor. rrW R.VRcdhead Tapmn, with washer that mnfoma to ANSI B18.221 type B. ITW RamcVRcdhmd Tap:on 7f1.I/4"diameter (w(atr�6"diameter washer). Lesser spacing used to avoid interference with door component system most not be less dtat4". "IIAr Itamset/RedhM Tapmn XL. S/16' dimncter (ntith1J/ia" diametmwvsher). I.mc spacing uml to avoid interference with door mmponem rysmm mus notbe less Him 6". rTWRamsd/RedhMLoge Diaaater Tapmn,1/2-dianrter(with I-dimmferwasher). L< spacmguadtoavoidintef& =withdaormmNnmtsystem^ tnabe[cm s a". See chart farndnhame edge diaanearepsrued Lower armborto be geaterthan themin(mum edge distance up from the floor and Ims than 10.mches fromfhefloor. Load pajamb=0.5 x deorwidth x max positive preaum x douhdghe There chars, do not address spring pad ommedonsto the building. ALLOWABLE LOAD PER SCREW Maxiamn sparing aho\vn in chars Embedment Add additional track brackets as requkd to satisfy farmer spacing in these ch,m• Edge distance 8" CMU block walls shall be filled with ndnimum 2000 psi rout or concrete and shag be of sd6dmr samgrh to nsix, kadc Calculation reference: rfW Ratnset(Redhead data, DASMA TDS-161a. 14819 seta urn I34 4" 4" 4" 1' 412' ATTACHMENT SPACING (inches] DOOR 169 1H.3 f Io z1 32 215 3J5 30 WIDTH feet 315 sf 313 and Inches J ategiven 939'.5' DESIGN PRESSURE PS 112 5116 114 8'6' 8.4- T-3° 6'6- V-9- 5'-4- 5'-1" a n a n a n/a n/a n a n/a n/a n/a n a n/a 35 36 229-11- 9-1" 8'4 T-J" 6 -30" 6'-1' 5'-7- 5'-0" n a n a n a n a n a n/a n/a On n/a n a n/a 36 36 2110'-5" 9'-0" 8'-9" 8'-0" T-2" V4- 5'-10" 5'-7- 5'-1° n/a On n/a n a n/a n a n a n a n a n a 35 36 20 1 .V.V1"9'•3" 6'6" ]'6' 6'ma° 6'-2" S'-10" 5'-0" n/a n/a n/a n a n a n an/a n a n a n a 36 36 19 -7- 1V6- 9'ma" V-2W e'-0- )'-1° 6'6" 6'4. 5'4 a s o a n/a n a n a n a n a n/a n/a 36 3fi M 22'-3- 11'3' 10r4- 9'3' 8'-5' 7'6- 6'.11° 6'-7° 6'-0' S'-3' /a n/a n/a n/a n/a Na n/a n/a 36 36 17 I3 12-0' 11-0 9-0° e'-0° )'4- J'-0° 6'-0' 5'•J' Inn I '-1 r6'-3* n a n a a n a n an a o a n a 36 36 I6 IV.n' 12'ma- IV-9- 30'-e' 9'-T 8'S ]'-10" 7'3' 6'A- T-31" '3'n/a On n/a n/a n/a n a n/a n/a 36 36 35 14'-10' 13'3" ]2'-T 11'5" 30-3' 9-1- 8'4- 8'-0' 7'3- " 6'4' '-10'n/a n a n a n n n a n a n a n a 3fi 36 14I6'-0° 14'.9- 13'6- 22.4- IV-0- 9'-10' 9'-0' 8'-]' 7'-10' 6.40" '3-5'-2- n/a n/a n a n/a n a n/a n/a 36 36 13ST4" 16'-0" IV-S. 13'4" u'-0" 30'3' 9'ma' 9'4" 8'6- 7'.5- 6'-1V' S'J- 5'-2- n a n ana n a n a n/a 36 36 12 18'-11" 1]'3" 16'-0" 14'-6" 13'-1" 11-]" 10-6" ur-2" 9'3" 8'-1' )'6'" 6'-1' S'.8- 5'-2' n a n a n a n a n a 36 36 111T-T' 16'4r" 14'-0" 12'9' ='-9" 11'•2" 10'•2° 8'-11° 8'•3' 6'-8° 6'-2° V-9° 5'3' n a a a n a n a 36 36 10 23'-2- 21'4" IV-T 3T-9° 16'4- 34'-3" 13'4' 32'-5' IV 10'3° 9'•11' 9'S' 9'-1' 7'3' 6'-33" 6'4` V-10" 5'4" n/a n a n a 36 36 9 26'-1° 24'-0' 22'-0' 20'-0' 18'-0- 16'-0' 14'-8' W-1)' XT-9' IV-0- IV-Y IV-T' 10'-3" SW ]'i' T-2- 6'-7" 6'-0- S'4" 5'-0" n/a 36 36 8 n/a 17'-5- 25'-2" 22'-10. 20'6- 38'3" 16'-9" 1"' 14--r 33'6" 12'-9" /2'-1° 11'6° T-7- W-1Y 812` 7'-6° V-10" 6'-Y 5'3" 5'-3' 36 36 7 n a a n/a 26'3" 24'-0" 21'-0" 19'-7- 18'6- 17'-0' 16'.W 14'-11' 14'-Y 13'3' I1-2" 10'4" 9'-T T' ' W4' 7'-Y 6'4" 6'-1" 36 36 6 It a n/a Na n/a 25'-e' 22'-10. 21'-0- 20'-V' 18'3' 17'-1" IV-0- 15'-2^ 14'-]- UW IS•-3° 10'-3- 9.3- 8.4- ]'-8- 7'-1° V6- 36 35 5 n a n a 26'-2" 23'-3° 2r` 20'4" M'-T' 17'-5° 36-3" 15'-5" 14'-11-12'-2" 11'4" 10-S 9-T W-8- T-10' J'3" 6'-8° 36 35 5 n/a n/a On On 27'-2" M-Y 22'-2" 21'-3" 19'-3" Ir-1' 16'-11- I"' ]5'3° 114'.r 12.8" 1r-9" 10'-10" 9'-11" 9'-0' 8'-Y T6` V-11' 36 34 5 n/a n/a n a n a n a 2s'-1" D-4" 21'-11. 2W4" 1V-1W 17'-]" 16'3" IV-1" Li'-2" >2'-2" 11'-3" 10'4" 9'4 I-5" T-10" T-2" 3fi 33 5 n a n a n a n/a n a ss'-T ]3'6- 22'4" 2V-5" "Ir 1T-11° 1T-0" IV4' 13'.5- 12'-5" 11'6- 10'6" 9.7- 8'-7- 8'-0- 7'4" 36 32 5 n a n a a n a n a 26'3' 24'6" 23'4" 21'3" 3U'-0' I83" 17'3" 1T-1- 14'-0" 1TV ]2'-0" 11'-0" 10'A" 9'-0' 8'-0- T-8" 3fi 31 4 n a n a n a n a ii a 273 25-0 23'-9 21'9' 20'6 19'1' 1a1" IT5' M 3" 13-3' IZ'-3° IV-2 1V-2- 9'-2° 86° T-10' 36 30 4 n a n a a/a 2C-1' 24-Is- 2 4- =A. 19'-ne 18-10' -2" 14'-11. 13'-10° 12'-9° 11'-8° 1V-7' 9-T 8'-10' V-Y 36 29 4 n/a On n/a n/a n a n/a 26'3' 25'-S' 23'-2' 21'-30° 20'-0° 19'3° I8'-T 17-1 15'3" 14'-2° IT-1- 12b' 3V-10° 9120" 9.1° 8'4` 36 28 4 n/a n/a n/a n/a is Na 28'-0" 36'-7' IW U'-10"121W 20'-2- 19'6" 17'-10' 16'-0" 14'.10' VV-e" &6- 11'-5. 10'.3. 9'6- Irma" 36 27 4 n a n a n d = -nla-- n/a n a 2]'-3" br-Ir M.5" 21'-10" 20-8- 20'-0" >e'4- IVA" 15'-2' 14'4" ]2r-10° Ii'-8" 10'6" "' 8'-13' 36 26 4 o/a n/a n/a n/a n/a n/a n/a n/a 26'-2° 24'-7" 23'-0" 21'-9" 2T" 19'-3" 17'-2" 1"" 14'A" 13'6° 12'4" 1V-1" 10". 35 25 n a n/a n/a n a n a n/a n a n a n/a 27'-T BILL" 24'-3" 22'-11" 22'-2" 20'-3" 18'-1" 16-30" ss 6" 14'-3- 32.11° 11'3" 10-10" 9'-12" 36 24 n/a n/a n/a e/a n/a n/a n/a n/a n/a n/a 26'3- 24'-IS" 23'-7" 22'ma" 20'-10" 18'3" 37'4" 16'-0" 14 We 33'-3" 12'-0" IT-1" 10'-2' 36 23 n a Na n/a n/a n/a n a We n/a n a Na n/a 26'4- 2S'-0" 24'-1" 22'-1" 19.9" 18'-V 16'-11' IS'6- 34'-1" 12'-8° IT-9- 10'9- 34 22 n/a n a n/e o/a n/a n/a n/a n/a Na n/a o/a 2T-Y 25'-9" 24-10. 22'A' 20'4" 18'-31' IT-5- I6'' ' IV.V 13'-1° 12'-1° 13'-3' 33 71 n a n a n a n a n a n s n/a n/a n a n a r4a n/a 27'-5' 26'•5' 24'•3' ZV-S' 20'.1° n'-7- I7'-0• IS-5' -3 13'1" 12-12. 31•-10- 31 tea -nFa n/a n/a n/a We n/a n/a n/a a ale n/a n/a n a 27'4' 25'-0' 22'-0' 20'-9" ]9'-2- 1]'-A two- 1w.S- 13'4' 12'-3- m 39 n/a n a n a n a n a n a n a n a a n a -nla-- n a n/a n/a 25-4 10 24 Ur-5 20-7- W-50. 17'-1" 15'-5" 14 -3 13'-1" 28 18 n a n a n a n a .1. n/a n a Is n a nja n/a n/a On On 27'-10" 24'-10" a'-%" 2V4` 19'6" 17-9" lfi'-0- 14'-10" 13'-7" 26 17 n/a n/a n/a n/a On n/a n/a Na n/a n/8 On Na We n/a n/a 26'•10" 2V.11" 23'-0" 21'-1° W-2- 17'•3" 16'41 14'-8" 25 16 n/a n a n a n a n/a n a n a n a n a n a n a n a n a n a n a n a 27'-1" 25'-0" 22'-11" 20'-10" 18'.9" 17'6" 16'-0' 23 15 -nTT n/a el. n/a n/a no n a n a n a n/x me n/a Na Na n a n/a n/a 2a'-2° 24'-0" 21'-9" 19'3" 18'•2- IV6" 22 14 n/a n/a n/a n/a n a n/a n/a a n a n a n a n a n a n/a n/a n/a n a n a 26'4" 24'-0" 21'-7" 20'-0" 38'4' 20 13 n a n a n a a n a n a n a N- n/a n a -nfa- n/a n a a a 2T-9" 25'-3" T2'ma" ]8 ]2 n a n a Na n a n a n e n a n a a n a n/a n/a n/a n/e n a Na o/a n/a n/a n/a 2S'-5° 17 11 n a n/a n a n/a n/a n/a n/a n/a n/a nla n/a n/a n a n/a n/a Na in/. Na n/a n a 2T-0° Elf: na na na na a na na na na na na na na na na na a na na a 14 93a 1913 915 sl 96A 1 99.3 --- z/66= 668 zl 735 z/ a33 z/ OR WIDTH feet and Inches ate Wen DESIGN PRESSURE PB 112 6116 114 TTACHMENT SPACING nches Professional Engineers'seal provided John E. Seates, P.E. Pr 3121 Fairgate Drive only for verification of Whldload Carrollton, Texas 75007 construction details Florida P.E. # 51737 Altemativedesign may be sap m dby aFegimml profcss(enal engineer. Supporting structural clearer shall be designed by a registered professional mgmcer for add Imds in ddid. to ,hor bads tbat Anchor. Tl'W Ronacr/Redheod Tap.", with [s-&.,ha mnfomu an ANSI B18.22.1 type B. 1TW Rno,WRdhcad Tapaon Rl. avoid'vstcsfacra wish door componm[synem mua not be lessdun 4. ITWR..t/Rcdhwd Tapm.)a(.3B-di=m (wil)%"d.c=washm). Lrsserspacingnsedmawidinsaf==wnhdoorwmpone Ut mm=wtbclavthm6'. rIWR.t/Rcdhead Lmge Di.tl Tapmn,1/2"diamda(wllh1"diancrc waha) LwwTadngusedmawidinwfammwithdommmpomntsystrmnmstnotbelusd=8". Smchartforndaummncdeedisterve aahvd. Lovostaochorto be armlathan the minimum Mae disbnce w ffm the floor and less than 10-inches Lomthe Moor. Load pajanb =05 x doorwldrh x max poddve presage x door Migh[ These chat¢do not address spring pad connections to[ho building. ALLOWABLE LOAD PER SCREW n ce M.h. spacing shown in ofimt Embedment distance Add addhional tack brackers msegt[nd to satisfy faarnaspating in these chars Ed edlstance Canape walls shall M minhnum 2000 psi conerem and shag be of sufficient stamgrh 0 resist loads r-alculationreference: rrW Ramset/Redhead data, DASMA TDS-161a. Islas 0541 ad" 2"d 4V4 3" 3" 3" 2•trz• -1/2" ATTACHMENT SPACING inches 2Upsf Uml MSpsf 27Sps/ 315psf 3L9psf 343psf 36psf 378psf 41.1psf 43psf 46.7psf 5L8psf 56p0 62pd MApsf 73Apsf 823psstAlps( 93.Smf 112 318 114 25'J' 22'-ir M'-7- WA' 16-0- W-4" 14'-8" 14'-0' 13'Ar Ira' 11'4° 10'-9- 9•-8' 9'-W W-3- -r 6'-10' F-1" S'-9" V-4- 36 35 24 W6 23'.11' 21'-6° 19'-1' I6-e° 16'-W W-r 14'-7- 13'-11' lr-9' Ir-3' UW W'-1° 9'-0" 8'-7- -11' '-r 6'-6' 6'4' S'-r 36 36 23 27'-0' 25'-0" 22K' 20'-0° 17'-5" 16'-r 16'A" W-3' 14'•6' 13'-4' 12'A' it-91 "0'-7° 9'-l0" WA)" 8'-r 7'-6" 6'-r 6'-3' S'•30• 36 36 u n!a 26'-r 13'-6' M'-11' 18'-3" Ir-6' 26'-9- 16'A' 15'r 14'-0- 13'3' =W 21'-1° 10'-3° 9'-S• 8'-e- '-30- 7W 6-7' 6'-2- 36 36 21 n!a ZT-0" M'-8' 22'-W IT.r 28'-4" lr-r 19-9- 16'4- M'41' 14'-3' 12'-IS° 11'.8- W-9° T-31" 9'-1• e'-3- r-0' 6-11" 6W 36 36 20 n/a "/a 26-r 23W 20'-r 19'S' IS'-r' it.r 36'-11" W-6- 14'-10' 13'-8° 12'4" 11'-5' 10.6' 9'-r '-8' -9" r0' 6'-10' 36 35 I8 n/a n/a 26'-10' L3'-11° 20'-10° 20'-0° 19'-1" 38'-3" Sr-4' 16-0- 15'-3" 14'-1" IT-9" W-9' 10'-9- 9'-10' '-Ir -Ir r4. 7'-0° 36 34 a ale n/a 2T-r M'-7- 21'-5" 20'-6" I9'4P 18'-9^ 17'-10" 16.5° 15'-8" 14'-S' IT-0- 12'-1° I1'-1" 10-4- 9'.2' 0'3" r-9" 7'.r 36 33 17 a/a n/e n/a 25'.5" 22'-r 21'-3" 20'4" 19.5" 18'-6" 17W 16'-3- A'-lr 13'-6" 12'-6" 11W 10'4" 9'-w 8'-6' 8'-0" 7'-5' 36 32 17 n/a n a n/a 26'-2- 22'.10" 2111r 20'-11' ID'-0" 19'4" 17W' 16'-9" 1S'-S- 13'-10" IT-10" 11'-9" 1U-10- 9'-9" 8'-9" 8'-3" r-e" 36 31 16 n/a n/a n/a 27'-2" 23'.r 2V' ' 21'-9' 20'-8" 19'-9" IS'•2° I)'-0' 16'-0' M'-5' > A' it'3" 11'd" 10'-r 9'-1" a.-r rail' 36 30 16 a/a n/a n a a 24'-S" 23'S° 22'-6' 2V-r 20'-0" I6-9" W-71° 16'-6" 14'-10" 13'.9" 12'-7" IS'-7- 0'-6" 9'4" 8'-30" r-T' 3fi 29 15 n/a n/a n/a Na 25'-3' M-r 23'.r 2r-1" 21'-0• 19'4° 16-6" 17'-0" 15'-0° M'-r 13'-0" 11'-11' 10'-10" W4r 9'-1" 8'-6" 36 28 LS n/a a/a n/a Na 26'-3" M5 2' 24.1- 23'-0" 2r-II" W-2- 19'-3° VW 16-0" I4'-9- I3'-7° I2'-5° 31'd" 10'4^ 9W 8'-M' 36 27 14 a/a Na n/a Na ZT-r W-2- V41- 23'.M- 2r-W 20'-1W 19'.11" 18'-0° 16-6- 15W MW Ir-Ir 11'-6" 10'-5' 36 2fi 14 n/a n/a n/a n/a n/a 27-r 26-3' WAV 23'4r 21.9- 20'-30' 19L2' 17W 16'-0" 14'-8' 1T4' 1r-r 10%10- 10'4° 9'-7° 36 25 I3 n/a nJa n/a n/a n/a 2r-l' 25'-10' 24'-r 22'-7° 21'-8" 19'-II. 1r-1r 16•r IS•3" 14'-0' I2'-r 11'-3' 10W 9'-11' 36 24 13 n/a Na Na Na a/a a/a 2r-l' 25'-9' 23'-8• =-a' 20•-l0^ 18'-10" IVZ' I6'-0" 14'-8• 13'-r 11'-IW W-2" 10W 36 23 u a/a Na Na Na a/a "/a ale 26'-IW 24'4- M.8° n%9' 19'-7° 18'-2" 16''.V LS3° IT-10' 12'-0° 11'S° 10'-10• 35 22 11 n/a n/a Na Na Na ale n/a o/a 29.9- 24'-8• 12'-8' 20'-0' M'-11" 1r-0' ss'-11' 14W u'-10" u'-r IL3• 35 21 11 ri/a n/a 15. n/a Na n/a "/a n/a n/a 2r-3• W-1' M'-0' 2r.7- 20'4- 1W-r 16-10' IV-3- 13'-7' Ir-10° it-31° 36 20 10 a/a n/a n/a Na Na n/a n/a n/a n/a 2rA" 25'-r 22'-8- 21'-0" 19'-3' lr-8' 16-0" M'-3" 13'-6" 12'-6° 36 19 10 n/a ales n/a Na n!a Na a/a n/a n/a Na 26'-r M•-1' u'-3" 20'-5' I8'-9" it-0" Ui%2' 14'4" 13'-4" 35 19 9 Na n/a n/an/a n/a Na n!a n/a n/a n/a n/a 2I'-3° M'-7° 22'-9" 20'-3019'-2° 1]'-0" IS'S' M'-7" 13'-7° 34 LB 9 n/a n/a "/a On o/a n/a n/a On On n/a n/a n-4- 23'-0" 31'-0" 19'-9" IT-=' Vi -II" I5-1' 14'-1" 33 17 9 Na n/a n/a n/a n/a We Na n/a n/a n/a n/a n/a 26'-3- 24'-3° 22W 20'-5" 16'-0° 16'-6" IS'-7" 14'-6" 32 17 8 On nla n/a n/a Na n/a n/a a/a n/a Na n/a 27'-r 25'-1° 23'4' 21'-r 19'-2° 17'-r 16'-2" IS'-0" 31 16 8 n/a ale n/a n/a Na "/a n/a n/a nja n/a ale 27'-0' 25'A- 23'.7° 21'4t" 19'-r 17.6' IV-7- IS-5" 30 15 8 Na a/a n/a n/a n/a Na n/a n/a n/a "/a Na n/a 26'4' M'-6' 22'-0' W' 18'-r IT-2- 15'-IS° 29 15 8 We n/a n/a n/a n/a Na n/a n/a On Na ale n/a ZrJ' 25'-r ZT4' 21'.r 18'-30" 1r-10" 16.7" 28 14 7 n/a ale n/a n/a n/a n/a n/a n/a ale n/a Na n/a nla 26'-5- M'-3- 2T-0- M'-r 18'46' Ir.3- 27 14 7 n/a J./an/a n/a n/a ofa n/a n/a n/a ale n/a n/a n/a n/a 27'-P ZS'-3- 22'-lr 20.5- 1T4" 1r-ir 26 13 7 n/a n/a n/a n/a n/a Na n/a n/a n/o n/a Na n/a n/a n/a 26'-0' 23-r 21'-0' I9'-Ur 18'6° 25 13 7 n/a n/a ate n/a n/a n/a n/a n/a n/a Na n/a We a/a n/a Zr-2' 24'-r 21'-II° 20'-9' 19'-0" 24 12 6 n/a n/a a/a n/a n/a On Na On n/a Na We n/a n/a n/a n/a LS'-9° 22'-11" Z1'V 20'-2- 23 12 6 n/a n/a n/a n/a n/a n/a n/a n/a Ne Na n/a n/a n/a n/a n/a 27-r 24'-1- Z2'-lo'IP-2° 22 11 6 n/a "/a n/a n/a n/a Na n/a Na Na Na n/a n/a n/a n/a n/a n/a 2514" M'-0- 22'<' u 11 6 n/a n/a n/a n/e a/a n/a n/a n/a n/a n/a Na Na n/a n/a n/a n/a n/a 26'-3' n/a "A n/a n/a n/a n/a n/a n/a Na n/a n/n Wa Wa n/a n/a n/a On 27-T 26'-3' 24'-5" 19 10 5 20 A 22 sl 245 27SW 31.5pef 32.9pO1343W 36 I 37.3p 1 14&7pdjSL8,psfI 56psf I 61psf 166.4pf 73A sf 823ad 8)psf 93S f 112 318 114 ATTACHMENT SPACING (lashes) Professional Engineers seal provided John E States, PE. only for verification ofwindload 3121 Falrgate Drive CO11StNction derails Carrollton, Texas 75007 FloridaP.E. & 51737 1 / Abasrw6ededgn may be appsovrd by a regiaaN professional mgima. Supporting savctmal e1emer4s aha8 be designoi by orcpjnerd professorial mgi. for wi d bads in addition m ahabms This drawing does not address thejamblwaH design, but only door and — 10'-2" (see chart for other widths) — maximum opening size is door width less 2" Top Fixture Bud Stile End Hinge 8' Optional Liles see dtaR for (see window options) other heights 2B Intermediate Binge Strut Strut Attachment Bottom Future f Thks door Las bean evaluated in ex with ASTM F2 nd AN AA for windbome dbris)nonNmwiffiASTME1886-05/E1996-0ndANSI/DASAA115-O5 (9poundmissile) PurASCE7-l0.rcf.rdby FBC20l0. .�Re t Design pressures; (DP)typicality meetor exceed the requirements [erthe following wind speeds. Supponing svuctuml elements to be designed r - Ihesewind speeds mefor7high doors, rolleropeningstypically withaxed higher wind speeds. byregistemipwfessiarelenginserfor Width D,;ianPce,s. sore "B" sure "C" firdoors lCenterStiles W-09" +42.0Wit -49.1 (s 221(m h 196 ra h M. 3 2 10'-02" +46.2 -54.0 s 231 m h I95 h 3 2 09'-06" +49.4' s -575( 238 (m h) 20I mh 3 2 09'-05" +49.9 s -57.5 139 h 202 m h 2 1 09'-02" +30.7 /-575( 241 (.ph? 204 m 2 1 08'-04" +50.7 / -575 20 h 203 m h 2 1 specified wind loads. Ifdearb not elecodudly opeosed, a lock most be imtallM. Maxf.um doorhelght: 24'-0" Maximo. sectionheighr.. 24" .' Fd ISOSGRI °� l Asssvres muss bereduced by the ratio ofw'mhs stponedforadeorwidermancee shown. John E. Scates, P.E. Presses may b, ircmarcd by the simple .doofwidit for a door navower than one shown. Professional Engineer's seal provided 3121 Fairgate Drive Calculated p.ssaes most be less than pcenwes for nmowerdoor shown. only for verification of windload Coomilmn, Texas 75007 construction details Florida P.E. #51737 Window Options: 1/4" Us. with Aluminum Frame mu daylight opening 293/8" x 13" Flag Bracket Docr Height Track Bracket 6'-0" to SW 4 6 4 8'-3" to 10'4- 5 8 6 10'-W to 12'-0" 6 10 7 12'-3" m 14'-0" 7 12 8 14'-3" to 16'-0" 8 14 9 16-3"to 18'-0" 9 16 11 18'-3"to20'-0" 10 18 12 20'-3"to 22'-0" 11 20 14 2T-3"to2,V-W 1 11 1 ZZ 1 15 Tvckbrxktl 9w showhaefor with gMe2w bmawudvnthero pinejamM. When sing hr ""�5 1 caner wood spaia like epmco-pinrrv(SPF)sae in Nee8an pl nn,oaofvwk ,rxispecified Plur uaonaek back. padde. t ma malbnvvnih ireodeutils xvs.- does, for doors up to These lush These areresound in T '` �adduu,,ocausdmwisgtori cha-0 Always supplemmmlirsvucuam in sldidenw this road id ' drawing duringdoorvwrnllation r W ns 2-21-2012 s 3220,3221,3222,3240, rlff-2� 3241. 3242, 3250, 3251, 3252 wide, 231 mph Expostue "B" Seenotes for other widths and wind speeds C.HI.Dmwing: FZ7i-10.61510 4 3 2 1 1 StrRt (if applicable) not shown for clarity. Details on some views may have been omitted for clarity. (.097) galvanized steel top The vertical wood jamb fastenem may be counter sunk to provide a flat mounting surfa«. D future. Each future attached See jamb attachment derails for mom information about attaching jambs to someone. D with four 114' z 3/4" screws. 1-3/4" polystyrane insulation (each stile). (.086) gavanired steel Bag bucket fastened to courier and carriersu rt 000 PPo nominal ('018) galvanized steel minimum wcudjamb with three r push nut 1-3/8" polystyrene insulation with vinyl back (window section). 5/16" x 1-58" wood lag (.045) end stile strews. manufactured by O.H.I. 1" overlap Flag bracket attached to horizontal track (.109) gdvanimd steel top with two 114" x 518" WT Rack bolts and nuts. furore. Each Future attached rim C with two 1/4" x 3/4" screws. (.045) center stile C manufactured b C.H1. 2" (min) x .058 (min) y Flag b galvanized steel Rack bracket attached to venial tuck with two 1/4" push nut End IBnge x 518" track holes and nu¢ Intermediate Hinge Or two 1/4" x 11/32" rivets. (.045) and stile galvanized steel fastened ro section with (.058) galvanized steel manufactured by CM. 9 fastened to section with six I/4" x 3/4" screws. o four 1/4" x 3/4" screws. (.102) galvanized steel track Optional low head room top bracket 8 bracket fastened to wood jamb push nut with one 5116" x 1-518" wood lag screw per bracket 2" (max. for.069 thick) --►, I I— 9 g _ 2_3/4" 2-3/4" 4" (max, for.109 thick) "11 III"k ' B Each track bracket attached with nominal 0 2" (min.) J 3" pne 1/4" x 5/8" Rack bolt and nut 3-1/2" (min) sae ..., Or two I/4 ji I l/32.', duets. 10 (min.) ball railer ;; with nylon or steel tread. r6=== cc (.102) galvmiud st«I bottom $ O bracket manufactured by C H.i. (.051 50 ksi galvanized steel 5 v • Each bracket attached with four O 3" strut attached with two 1/4" x 3/4' ' (a] jjlj t� na 1D U. red 1/4" x 3/4" screws. screws per stile or hinge plate. " '. a '; 0 2-21-2012 push nut - Modeie 3220, 3221, 3222, 3240, push nut `-' A vinyl 3241. 324Z 3250, 3251, 3252 Aluminum cxtnuion �'�Z:�i .. A weatherstrip (.109) galvanized steel bottom bracket Professional Engineer's seal provided Sohn B.,SraRx,P.E,.�at. ,t0`-2";-wjde, 23t mph Exposure"B" mannfantmed by C.lpS Each bracket attached only for verification of windload 3121 Fairgaa Drive '.' See rotes foruther widdu and wird speeds with four red 1/4" x 3/4" screws. construction details Carrollton, Texas 15007 C.F.I. Drawing: FL71-10-61510 Optional low headroom bottom bracket Florida P.E. #51737 page-2._oU 4 3 AIL 2 1 1 Y-� 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer (972) 492-9500 February 24, 2012 C.H.I. Overhead Doors 1485 Sunrise Dr. PO Box 260 Arthur, IL 61911 Re: FL 15058-R1 Evaluation Report for Commercial Rib (Pan) doors Models 322x, 324x, 325x To Whom It May Concern: At the request of C.H.I. Overhead Doors, I have reviewed the drawings and tests listed below and have concluded that the construction shown on these drawings comply with the structural requirements of the 2010 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statutes. Rational analysis methods have been applied to define psf pressure ratings for each width. Each "static" pressure was evaluated based on its tested size to take the least of the results of bending moment and end load conditions. Each "impact" pressure was evaluated to be the least of the achieved impact psf (with no change or allowance for width variations) and the rationalized static psf. Widths greater than the impact -tested door width were not included. This product has been tested and constructed to meet PSF specifications, not MPH. The conversion of MPH to PSF requires site -specific information that is unknown to the manufacturer. Estimated MPH values are offered for comparison, but are not certified. Drawings: These products are for static pressure only: FZ2-06-61310 6'-0" wide, 133 mph Exposure "B FZ3-18-61310 18'-2" wide, 146 mph Exposure "B FZ3-20-61310 20'-2" wide, 146 mph Exposure "B" FZ4-14-61310 14'-2" wide, 157 mph Exposure "B" FZ4-22-61310 22'-2" wide, 166 mph Exposure "B" FZ5-10-61310 10'-Z" wide, 168 mph Exposure "B" FZ5-18-61310 18'-2" wide, 179 mph Exposure "B" FZ9-09-61310 9'-2" wide, 209 mph Exposure "B" ��11111111IIII/��� V1C E(Yg4P No. 51737 STATE OF Qr \ X/SS20Net_ lZ t FL 15058-R1 These products are for static and impact (windborne debris): FZ6i-10-61510 10'-2" wide, 188 mph Exposure "B" FZ6i-17-61510 17'-2"wide, 188 mph Exposure "B" FZ7i-10-61510 10'-2" wide, 231 mph Exposure "B" FZ7i-18-61510 18'-2" wide, 194 mph Exposure "B" Note: The drawing titles above are simply descriptive, and do not represent any limitation on the sizes and pressures. Each drawing contains a table with additional sizes and psf ratings. Notes describe interpolation methods to rate psf for uncharted sizes. Test Reports Static tests: ATI 78626.01-602-47 Model 3250, 08'-02" wide +12.1 / -13.5 psf ATI 78631.01-602-47 Model 3250, 08'-02" wide+47.2/-53.1 psf ATI 78632.01-602-47 Model 3250, 08'-02" wide +64.9 / -73.2 psf ATI 78641.01-602-47 Model 3250, 09'-02" wide +57.5 / -68.9 psf ATI 78644.01-602-47 Model 3250, 10'-02" wide +24.1 / -36.7 psf ATI 78645.01-602-47 Model 3250, 10'-02" wide +33.9 / -41.9 psf ATI 78647.01-602-47 Model 3250, 10'-02" wide +46.2 / -54.0 psf ATI 79085.01-602-47 Model 3250, 12'-02" wide +17.3 / -22.9 psf ATI 79086.01-602-47 Model 3250, 12'-02" wide +28.1 / -34.0 psf ATI 79087.01-602-47 Model 3250, 12'-02" wide +36.7 / -45.1 psf ATI 79089.01-602-47 Model 3250, 14'-02" wide +51.3 / -65.9 psf ATI 79091.01-602-47 Model 3250, 14'-02" wide +28.8 / -35.4 psf ATI 81984.01-602-47 Model 3250, 16'-02" wide +33.3 / -41.6 psf ATI 81988.01-602-47 Model 3250, 18'-02" wide +21.5 / -28.1 psf ATI 81990.01-602-47 Model 3250, 16'-02" wide +37.8 / -37.8 psf Impact tests: ATI 97298.01-602-44 Model 3250, 20'-02" wide +37.3 / -41.9 psf ATI 99675.01-602-18 Model 3250, 24'-02" wide +35.9 / -40.0 psf ATI 99678.01-602-18 Model 3250, 10'-08" wide +50.7 / -57.5 psf '- (sLk( (z \\NN0\11I SC,//7 \\ O� S. \� �GEIi3F r�tP /�f�, No. 51737 :jr i -0 %• STATE OF I"Wi� �O.e �LOR{OP' G\2�.. S/ONA; FL15058-R1 Testing _ Tests were conducted by Architectural Testing of Schofield, WI at the Schofield location and at the C.H.I. Overhead Doors test facility in Arthur, IL. These facility locations are accredited test labs per ISO 17025 and Florida's requirements. Static pressure testing was conducted in accordance with ANSI/DASMA 108-02 and/or ANSI/DASMA 108-05, which are equivalent to ASTM E330-02 for garage doors. Thus, the static pressure testing complied with FBC 2010 (and 9N-3.015 Equivalence of Standards). Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA 115-05 as well as ASTM E1886-05/E1996-09, which are accepted test methods per FBC 2010. These doors are not intended for the High Velocity Hurricane Zone (HVHZ). The designs reflected on the drawings represent the "worst case" construction of the doors if there were slight differences between the DASMA 108 Static and DASMA 115 Impact tested products. The strongest or most reinforced features were incorporated to ensure compliance, as rational engineering analysis. In addition, in consideration for potential "code plus' applications, testing was conducted using the ASTM E1886/E1996 procedures, which varies slightly by the location of the impacts to the door. These E1886/E1996 tests were used to determine what additional reinforcement may be be required along the edge of the door (specifically due to the impact near the top fixture), and the edge reinforcements were then carried down to all lower pressure rated doors as well. Furthermore, any specific reinforcements that were needed to resist impacts near the top or bottom fixtures, such as thicker stiles or double end stiles were duplicated to all sections, not just the bottom or top, so that all sections had the same foundation construction, thereby avoiding targeted reinforcement to satisfy impact testing. Installation Anchorage Requirements: Attachment drawings provided by C.H.I. Overhead Doors detail how to fasten back jambs equivalent in strength to southern pine or spruce pine fir to the structure. Fasteners used to secure the back jambs must be long enough to achieve the minimum embedment as specified. The direct mounting of door track on top of drywall or other non structural material is outside of the scope of C.H.I. Overhead Doors wind load evaluations. Residential garage door track generally has small metal pads that contact the drywall. The load11�e)nerated E- BQgT� \\\ �O,y�GENSF•.S No. 51737 ••�'� * to = � O'• STATE OF FL 15058-R1 during high wind events may be concentrated by these pads. C.H.I. Overhead Doors promotes the use of backjambs to effectively absorb and redistribute wind loads. Mounting -of 2x6 wood "Back Jamb or "bucks" to the building structure as a surface to secure the track brackets are detailed on these C.H.I. attachment drawings, depending upon the type of wall construction: BJA-101-02 using Concrete Anchors BJA-102-01 using Lag Screws If mounting of the track directly to steel building jambs is desired, more fasteners and track brackets may be necessary in addition to those shown on the drawings to obtain sufficient track attachment. This C.H.I. attachment drawing provides guidelines: BJA-103-01 Steel Attachment Detail BJA-104-02 CMU Filled Attachment Detail BJA-105-01 Concrete Attachment Detail This Evaluation Report does not address design of the wall/jambs themselves. These attachment drawings only illustrate common means to attach the jambs to the wall. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA TDS-161 (Technical Data Sheet) at www.dasma.com. Model Description All doors in this evaluation are 2" thick overall. In each family of doors, the weakest or thinnest skin product was tested to prove the entire family line. Thus, all of these door model variations are approved for each family of the drawings: 3250 - a 25-gauge pan commercial ribbed door. 3251-3250 pan w/ non-structural insulation, vinyl back 3252 - 3250 pan w/ non-structural insulation, steel back 3240 - 3250 but 24 gauge pan. 3241- 3251 but 24 gauge pan. 3242 - 3252 but 24 gauge pan. 3220 - 3250 but 20 gauge pan. 3221- 3251 but 20 gauge pan. 3222- 3252 but 20 gauge pan. No. 51737 =try • �* STATE OF : Q� OAF �CORIOP• i 4 `�i'zcl�lZ FL 15058-R1 Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Each door should be chosen based on the "psf' requirement determined for a specific installation or locale. The maximum door width approved with this report is 28'-02". The maximum door height approved with this report is 24' nominal. The horizontal track may be reinforced with an angle as needed to support the door weight. The construction of the horizontal track, including the track thickness and additional support when needed, is determined by C.H.I. Overhead Doors and does not affect this windload evaluation. The rated pressures may not be achieved unless the door is held closed during the wind event. Both tracks must be engaged with a lock (right and left side), or alternately an electric operator attached to the door prior to the wind event. Certain doors have been tested to Large Missile Impact requirements, as itemized in the Test Reports section. However, they have not been fully evaluated for use in the Florida High Velocity Hurricane Zone (HVHZ). No. 51737 STATE OF SS1ON I 1 t��G x z(Zw« John E. Scates, P.E. FL PE # 51737 5 NOTES: T SL 18-SO-2 NO 1-3-8 --8-8 17--SO-8 0-8 -10EP5 11-1TCI 596 5--2 6 3 2-0 I 6-2-0 1 5-11-2 1 55--99--60 81 18-10-2 18-10-2 EP 17-10-8 35-9-0 TC 17-10-8 _ _ 17-10-8 #11.25x11.25 D G N E1 M x J B2 I H #5x6.25 #6.25XB.75 #18G-DIN18-6.25x17.5 #6.25x8.75 #5x6.25 L 18-10-2 1-3-8 L1.25x17.5 G�,.. ..,,, _ �`• RE M �•• 'y EXCEPT AS SHOW ALL PLRTES AN20209 It = PLATE SELECTED IN PLATE MONITOR .•yl•�O'. c o•�: Ny a y:Ccp = m• COPY R^0.222"= 1' Scale: / •�*,,, ale: kr= 'LLnLLEB `,` Robbins Engineering, Inc. Online PlusTd0 rt-,Sd,, < "'� asbiSj�:Sc..- >_a Job Mart Quan Type Span P1-H1 'Left OH Right OH Single Drawing 2090 36 SC MN PLATE 0223601 1 RC66 350900 4 0 0 , Robbins Engineering, Inel dOO Plus^ 01996.2007 Version 20.0,025 Single Orawing per Page 3NOI20073:25:10 PM Pagel Jon Nark Quan Type Span Pl-Hl Left OH Right OH Engineering , 2090 36 SC MN PLATE 0223601 1 RC66 350900 4 0 0 HO 1-3-8 17-30-8 I 1710 e H� O 1-3-8 #11.25z11:25 D T4� 5.6.25 8 h5.66.25 C7-3-0 2.SxS T1 W4"2.5x51-Ox #18G-MN18-11.25x17.5 WS A W2 W611.25x17.5 LW3 W1 �I O N 81 M L J B2 1 H �1 II #Sx6.25 #6.25x8.75 x #6.25xB.75 #5x6.25 II 4ISG-MN18-6.25x17.5 BC is_ 7_ �Q 35-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATR MONITOR Scale: 0.158"= 1' XODDins Engineering, Inc./Online Plus^ J -I 0.70 7709 T I -H 0.94 7575 T Online Plus -- Version 19.0.032 2090SC-0223601 CSI -Size- ---- Lumber---- TC 1.00 2x 8 SP-2401 BC 0.94 2x 6 SP-2401 WB 0.42 2x 4 SP-#1 SL 0.05 2x10 SP-#1 Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 35- 9- 0 BC 7- 6- 0 0- 0- 0 35- 9- 0 Loading Live Dead (psf) TC 22.0 4.0 BC 0.0 2.0 Total 22.0 6.0 28.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft--1.00 BC Fb=1.00 Fc=1.00 Ft-1.00 Jt React Uplft Size Req-d Lbs Lbs In-Sx In-Sx A 4505 0 5- 8 3-12 G 4504 0 5- 8 3-12 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 1.00 8234 C 0.16 0.84 B -C 0.64 7861 C 0.14 0,50 C -D 0.38 7681 C 0.13 0.25 D -E 6.38 7681 C 0.13 0.25 E -F 0.64 7861 C 0.14 0.50 F -G 1.00 8234 C 0.16 0.84 --------Bottom Chords --------- 0 -N 0.94 7575 T 0.41 0.53 N -M 0.70 7709 T 0.42 0.28 M -K 0.36 5934 T 0.32 0.04 K -J 0.36 5934 T 0.32 0.04 B -N 0.01 121 C N -C 0.11 223 C C -M 0.42 1628 C M -D 0.34 2199 T K•-D 0.02 129 T D -J 0.34 2199 T J -E 0.42 1628 C E -I 0.11 223 C I -F 0.01 121 C A -0 0.05 1375 C H -G 0.05 1375 C APPROX. TRUSS WEIGHT: 350.9 LBS 0.42 0.28 REFER TO ROBBINS ENG. GENERAL 0.41 0.53 NOTES AND SYMBOLS SHEET FOR ----------- ADDITIONAL SPECIFICATIONS. TL Defl -0.55" in J -I L/756 LL De£1 -0.43" in J -I L/972 Shear // Grain in O -B 0.75 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC-ES ER-2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X y JSI A# MIS 11.2xl7.513.6 2.6 0.96 B MN20 2.5x 5.0 Ctr Ctr 0.61 C MN20 5.Ox 6.2 Ctr Ctr 0.80 D# MN20 11.2xll.2 Ctr 0.1 0.99 E MN20 5.Ox 6.2 Ctr Ctr 0.80 F MN20 2.5x 5.0 Ctr Ctr 0.61 G# MN18 11.2xl7.5-7.7 2.6 0.96 N# MN20 5.Ox 6.2 Ctr Ctr 6.47 M# MN20 6.2x 8.8 0.5 1.3 0.81 K# MN18 6.2x17.5 Ctr 0.4 0.89 J# MN20 6.2x 8.8-0.5 1.3 0.81 I# NN20 5.Ox 6.2 Ctr Ctr 0.47 # - Plate Monitor used Robbhs Engineering, lnc/Onlme PNs^ 01995-2007Va = M.0.025 Englneemg- POMait 3I1020073:25.10 PM Pagel NOTES: Trusses Manufactured by: Morton Buildings, Inc. Analysis Conforms To: ANSI/TPI 95 S 02 Run vertical thru bottom chord Joint K Prevent truss rotation at all bearing locations. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Max comp, force 8234 Lbs Quality Control Factor 1.00 *Os'. �' o - l -3 ILI Planning & Development Services Department Building &Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: Project Address: _( 1�3 11Li-DN • /� Permit#: Occupancy Type: K-3 Construction Type:__ INEROCHONS FOR USE• • This certification must�be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3J copies for commercial with ail permit applications involving the following: o New Residences (single or multi -family) oResidential Addition ` iJ Any accessory structure requiring a building permit o Any non-residential structure. Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGNPARAMETERSAND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida_ Code 2010 Edition with 20_Supplements using ASCE 7-10 2. Structure Designed as (check one): Enclosed _Partially Enclosed _Open 3. Risk Category: -( 1 _11 _IO _ IV Exposure. Category: _)LB _C _D 4. Design Wind Velocity 5 O mph X ASD _IAFD End Zone Width: S. Mean Roof Height 2_— ft Roof Pitch: +- :12 Parapet: �ft 6. Components & Cladding Design Pressures Used: (PSF, based onl0sgft.@ 15'MRH, clearly label on all plan openings): Zoned: --Mt. Zone 2: -38 •b4 Zone 3: -57. 21 Zone 4• - Z6.34-Zone 5: -32,SZ Garage: 7. Design Loads: Floor: I ZS PSF Roof/Dead: _PSF Roof/Llve: P Balcony: Mr P5F Dock: Ni A PSF Deck:.&nE:_PSF Stairs:_ 1k PSF Fence: A/A PSF Railings: /u A PSF 8. Were Shear Walls Considered For Structure? XYes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided?_X-Yes _,NotApplicable Explain Why Not: 10. Design Soil Bearing Pressure: Z000 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT.• I certify that, to the best'of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently, adopted and enforced by St. Lucie County. I -also certify that structur I elemen depicted on these plans provide adequate resistance to the design sspecified: Ol • Z3 . Z01� II 1 2 Hrig Print Name Cart # & Co. Cert Auth. ALLtEic) t3ESiCr,,J i_\,4E y/00 (j / Signatu,sp IS �Tp� •� . O- [t l Company Name &Address SLCI}1.i71(EoPm#0200--SO�REv1 3/lY{S2 ($) ' v I OR \ tJ rJ STATE OF 717-846-3747 y HR Engineering, Inc. 1541 E. Market St. York, PA 17403 David Fehr, Research Engineer Morton Buildings, Inc. 252 W. Adams Street Morton, Illinois 61550-0399 RE: Fibersteel Entry Door, FL 3 073. 1 -revised Dear Dave; Fax 717-846-0355 20 February 2012 The following Morton door product, Fibersteel Entry Door System, has been tested and evaluated in conformance with ASTM E 330 as required by Florida Building Code 2010, Paragraph 1715.5.3 Exterior door'assemblies. The door is 1-3/4" thick, with a foam core, smooth 0.024" thick steel skins, and pultruded fiberglass stiles and rails. Two stiffeners reinforce the door head. There is a glazed lite in the door, 1'-9" wide by 2'-11" high, with %" thick insulating glass comprised of two sheets of 1/8" thick tempered glass. The frame jambs and head are pultruded fiberglass, and the sill is aluminum. Attached to this report is a list of the hardware used for this door system during the testing. The allowable design wind pressures for this product are +/- 100.0 psf, which conforms to the 150 mph wind zone in exposure C with 60' mean roof height maximum. These Pressures are appropriate for a single, swing out or swing in door that has a total width of 3' 3" by 6' 9" height, and a door leaf size of 2' 11-3/4" wide by 6' 7" high. There must be three hinges, each reinforced with aluminum and secured with four #12 screws, 9/le' long. There must be a dead bolt lock, located 38" from the top of the door panel. Steel angle stiffeners, four per jamb, and two at the head must be installed, plus an additional aluminum angle at the head. Installation fasteners must be a minimum of five #9 screws i" long at each jamb, four #9 screws 1" long at the head, and four #8 screws 1-1/4" long in the sill. This door is not for use in High -Velocity Hurricane Zones. The above allowable design wind pressures are in conformance with Florida Building Code 2010 and ASCE 7-10, Figure 30.5-1. This door system can be used on Risk Category I, II, III and IV buildings. I trust that this information is sufficient for your needs. If there are any questions about this evaluation report, or if anything additional is required,please contact me. ... •... . Sincerely yours; Allen N. Reeves, P.E., SECB Structural Engineer ANR:rlh 2 o f'E,I, 2 0f1Z \\�,... N. a F•.N': No.19354 -� • STATE OF /11/11111111111100 Florida License No. 19354 Cc:11100025 CV FL 3073.1 Fibersteel Entry Door System Hardware Quantity Each Total Lockset_ and handle - Grade 2 1 1 Dead bolt - Grade 2 1 1 Butt hinges 3 3 #S x 1-1/4" screws thm sill into frame 4 4 #9 x 1" screws thra each doorjamb into door opening frame on inside 5 10 #9 x 1" screws thru each doorjamb into door opening frame on outside 5 10 #9 x 1" screws thru door head into door opening frame on interior 4 4 #12 x 9/16" screws at each hinge into 1/8" aluminum reinforcement plates 4 12 FIBER - STEEL ENTRY DOOR INSTALLATION INSTRUCTIONS �. ,..E No. 19354 *c �G STATE i fill 111111mk0\ 9� ✓wN. 3 o/z Allen N. Reeves, P.E., SECB Structural Engineer Florida License No. 19354 MARCH 2O04 © 2004 MORTON BUILDINGS, INC. PAGE 1 OF 13 STEP 1: FRAME OPENING, LOCATE CENTER OF A 3' DOOR TO LINE UP- WITH A FLAT (LOCATE CENTER OF A 6' DOOR TO LINE UP WITH A HI —RIB). FRAMING MUST BE PLUMB OR LEVEL. 42" (MIN.) DOOR 2x4 HEADER (2x6 FOR C.L. TO.CORNER 9' O.C.) WITH 2x— I�r- STIFFENER BETWEEN COLUMNS (SAME WIDTH AS COLUMNS) I FRAME** I I 2x4x82-1/2" FRAME** S2 I /2 I "SET FRAME OUT �. FLUSH WITH FRAMING 1 ^^ OR SHEATHING. 2x4 2x4x82-1/2" UPRIGHT TREATED 3B-1 4't (IN AN E.P., INSTALL . / 1 STIFFENER I A 2x_ JAMB (SAME BETWEEN 4.1-1/4" WIDTH AS COLUMNS)) COLUMNS -- ALUMINUM ANGLE (1/8'xl/2"xt"x37-1/2") NOTCH SPLASIiBOARp 41-1/4" WIDE FLUSH WITH TOP OF CONCRETE FLOOR (4" ABOVE HF-AD/SILL SECTION GRADE IF FLOOR IS NOT INCLUDED) 2x_ STIFFENEIAN •74-3/4" FOR A 6' DOOR WITH A FIXE=ASTRAoAL,&,. -74-1/8' FOR A 6' DOOR WITH A REMO COLUMNS (SAME .WIDTH2ic4 AS COLUMNS) HEADER (2x4 ,IAMB �rT10N FOR 9' O.C.) ALUMINUM ANGLE 2x4 FRAME*• (1/rxl/2"xt"x37—t/2") COLUMN2x4 UPRIGHT (IN E.P., INSTALL A 2x_ JAMB (SAME WIDTH AS COLUMNS)) TOP FL TREATED I SILL FLUSH WITH I RIPPED —DOWN 2x4 FRAME" SPLASHBOARD I TOP OF CON— I & 2x4 TREATED STIFFENER CRETE FLOOR I j RIPPED —DOWN SPLASHBOARD. -- -- I I 2x4 TREATED STIFFENER _ ---- dt ALUMINUM ANGLE (1/8 xl/2"xt"x37-1/2") MARCH 2O04 0 2004 MORTON BUILDINGS, INC. PAGE 2 OF 13 STEP 2 CUT STEEL FOR OPENING. AT HEADER, CUT STEEL 3/4• ABOVE BOTTOM OF 2c4 FRAME. AT JAMBS, CUT STEEL FLUSH 1MTH OPENING. AT CORNERS, CUT A 1-1/4" SLOT AS SHOvm BELOW. ZW-3- CUT A PIECE OF T#136 TO 40-1/2" & SLIDE IN AT HEADER (DO NOT FASTEN). 1-1/4" SLOT 3/4" HEADER IB STEEL FRAME T STEEL FLUSH WITH 2x4 FRAME l JAMB SECTION 2x4 UPRIGHT 2x4 FRAME 2x4 FRAME H eD cF _nnr AT JAMB, CUT STEEL FLUSH VATH OPENING 2x4 HEADER CUT STEEL 3/4" 2x— STIFFENER (SAME ABOVE BOTTOM NRDTH AS COLUMNS) OF 2x4 FRAME—. T(cur. /. . TO 40-1/2") 2x¢ FRAME MARCH 2O04 © 2004 MORTON BUILDINGS, INC. PAGE 3 OF 13 BUILD Gs ' FIOC-R—J 1ttL tN IHY DOOR (STEEL SIDING) FROM INSTALL VINYL SIU COVER ON TREATED SILL TO PROTECT ALUMINUM THCORROSION DUE 'TO CCA TREATED SILL RESHOLD STEP 5: RUN A HEAVY BEAD OF CAULKING 1" IN FROM . INSTALLED. OUTSIDE EDGE OF VINYL SILL COVER & ALONG ENDS OF VINYL SILL COVER AT 2x4 FRAMES, CAULK 'JUST BEFORE DOOR 1S . MARCH 2OO4 © 2004 MO,RTON BUILDINGS, INC. PAGE 4OF 13 MOMN�roc DO Ste: REMOVE SECONDARY FRAME -_ IT WILL BE REINSTALLED AFTER DOOR IS INSTALLED. INSTA=RREMOVE ANY SHIMS OR BLOCKS UNTIL AFTER DOOR & SECONDARY FRAME ARE STEP_Z: INSTALL DOOR. FOR AN OUTSWING DOOR, SLIDE NAILING FIN OF HEAD FRAME 1N BEHIND Tg136/STEEL & SLIDE UP AS FAR AS POSSIBLE TD ALLOW. SILL TO CLEAR VINYL SILL TIGHT COVER O CTEEL AL. SWING BOTTOM OF DOOR INTO OPENING UNTIL ENTIRE NAILING FlM IS FAST WTH (5) x1G SAS.I.D, SCREWS PER JAMB THRMBS & SET INTO PLACt � PRE -PUNCHED UNCHEDUNIT IN OHOLESGN NAILING; FIN STAN INSWNGD INSTALLI6FROM ANSIIDDE BUILDINEXT NG & FOR ADD 44 SC VS ATSL{Epp �IMPE OFF EXCESS CAULKING ALONG SILL DO UM FASTEN ALUMINUM SILL UNTIL STEP #10. SIS-I D SCREWS ALL RE-PUARY FRAME. NCHED HOLES -- FASTEN pE JAMB & 2 ATDOOR FRAME 1ST HEAD (4(AT HEAD FOR DOORS OVER 3' IflDE). THEN FASTEN TO WOOD FRAMING. WITH (14) $9x1" S,S,I.D SCREWS AT PRE -PUNCHED HOLES --. 5 PER JAMB & 4 AT HEAD, FOR AN INSWING DQOR, SLIDE NAILING . FIN OF SECONDARY HEAD FRAME 1N BEHIND T#136/STEEL & DO NOT INSTALL 4 EXTERIOR SCREWS AT. HEAD INTO WOOD FRAMING. IF DOOR IS 6' WIDE, SEE NEXT PAGE FOR ADDING SCREWS AT HEAD. HEAD CCTION LQMMM HEAD t-FCT10N-- Si AILING FIN OF HEAD _IN BEHIND #136/STEELOR �AR� I II� MARCH 2O04 OVE ANY SHIMS UNTIL AFTER FRAME 1S INSTAI S. 'D. SCR RE -PUNCHED © 2004 MORTON BUILDINGS; INC. PAGE 5 OF 13 : J /,\, • • c I i 1 c ti DRIVE) AT OUTSIDE HEAD FRAME FASTEN SCREWS AT 2 MIDDLE PF A 1/4' OR 3/8' DRILL BIT). MIDDLE 24PRE--PUNC ED FORA 6' W O M: IN ADDITION TO . @8x1-1/4" S.S. F.H. SCREWS (T-20 TORX 2 SECONDARY FRAME AS SHOWN BELOW). HOLES (COUNTER —SINK INTO FRAME VATH $ $: REMOVE PLUG FROM LOCKSET HOLE IN DOOR.. OPEN DOOR do REMOVE ALL S14IMS. AROUND PERIMETER, INCLUDING SILL SPACER BLOCK AT BOTTOM ON LATCH SIDE OF DOOR NEED &CLOSE DOOR TO MAKE SURE IT SWI NEEDED.NGS FREELY -- NO ADJUSTMENTS SHOULD BE ADJUSTING DOOR TO FRAM REV�e� IF REVEAL BETWEEN DOOR & FRAME NEEDS TO BE ADJUSTED AFTER FRAMES HAVE BEEN FASTENED TO FRAMING (ESPECIALLY ON LATCH SIDE OF -DOOR). REMOVE #gxt" S.&I.D. SCREWS FROM BOTH PRIMARY do SECONDARY FRAME IN AREA THAT NEEDS TO BE ADJUSTED. PRE —DRILL A PILOT HOLE IN FIN OF FIBERGLASS FRAME APPROX. i" ABOVE SCREW REMOVED, MAKE ADJUSTMENT & INSTALL SCREW AT NEW LOCA' CAULK OTHER HOLE TO SEAL AGAINST WATER LEAKAGE TION, allREPAIRING STRIPPED —OUT S CONDARY FRAAJF S(xtE� S IF A9x1" S S.I.D, SCREW STRIPS OUT SECONDARY FRAME TO PRIMARY FRAME, DRILL OUT HOLE WITH A 3/16" BIT. INSERT'A PLASTIC ANCHOR FOR A #6-8 SCREW SIZE & RUN f9x1" S.SJ.b. SCREW BACK INTO HOLE, ., 111NOE SCREWS: IF DOOR SLAB NEEDS TO *BE REMOVED OR REPLACED FOR ANY REASON, OR HINGE SCREWS NEED TO BE TIGHTENED, HINGE SCREW SIZES ARE AS FOLLOWS; HINGE TO DOOR PAN L • #12-24x3/4" F.H.U.C. (I¢10 HEAD WITH T-25 TORX DRIVE). HIN TO AM0 cft=: #12-24x9/16' F.H,U,C. (#10 HEAD WITH T-25 TORX DRIVE. MARCH 2O04 Q 2004 MORTON BUILDINGS, INC. PAGE 6 OF 13 u 3 ®M f STEP 10: FASTEN ALUMINUM SILL WITH (4) #W-1/4' S.S, F.H. SCREWS (T-20 TORX DRIVE) IN PRE —PUNCHED HOLES (CAULK HOLES 1S7). AN OUTSWING DOOR REQUIRES A SILL INSERT AS SHOWN BELOW -- TRIM WEATHER STRIPPING.FOR INSERT. IF BUILDING IS ON CONCRETE, USE CONCRETE INSERTS FOR SCREWS. L m , p 0iy MARCH 2O04 YEATHER STRIPPING FOR ING DOOR SILL INSERT SILL INSERT FASTEN SILL N INSERT ON WITH (4) #84-1/r S.S. FF LIP OF INSERT FITS INTO GROOVE IN SILL © 2004 MORTON BUILDINGS, INC. PAGE? OF 13 STEP I : CAULK FRAME TO SILL JOINT FROM OUTSIDE TO INSIDE INCLUDING BEHIND WEATHER. STRIPPING. STEP 12 INSTALL BOTTOM CORNER SEALS .AT EACH JAMB. PEEL OFF BACKER, FIT EDGE BEHIND WEATHER STRIPPING, PUSHDOWN TIGHT TO SILL &. STICK TO FRAME. FIBERGLASS FRAME--,.,, WEATHER o• . CORNER ALUMINUM SILL CAULK FRAME TO SILL JOINT FROM OUTSIDE TO INSIDE INCLUDING BEHIND WEATHER STRIPPING STEM: CAULK 80TTOM OF DOOR FRAM CLOSE OFF GAP, E BETWEEN SPLASHBOARD & FIBERGLASS FRAME TO BASE TRIM & STEEL, SMALL PIECE OF FLAT STEEL TO COVER EXPOSED FIBERGLASS FRAME NON: --TREATED WOOD ALUMINUM SILL SPLASHBOARD VINYL SILL COVER BOTTOM OF DOOR { TO CLOSE OFF GAP MARCH 2004 0 2004 MQRTON BUILDINGS, INC. PAGE 8 OF 13 10 lam/ H ♦ H '/ • +, 1:1 R STEP 14: SLIDE SWEEP INTO BOTTOM OF DOOR WITH SHORT FIN TOWARD DOOR FRAME WEATHER STRIPPING. STOP APPROX. 1/40 SHORT OF COMPLETE INSERTION & RUN A BEAD OF CAULKING ALONG TOP OF WEATHER STRIPPING TO SECURE IT. SLIDE INTO POSITION FLUSH WITH EDGE OF DOOR. APPLY A SMALL AMOUNT OF CAULKING AT -EACH END OF SWEEP . THER STRIPPING WEATHER TO SECUR WEATHER STRIPPING APPLY CAULKING I W/11-SHORT FIN OF SWEEP TOWARD DOOR FRAME WEATHER STRIppIN G-\\U MARCH 2O04 © 2004 MORTON BUILDINGS, INC. PAGE 9 OF 13 MP 15: INSTALL 160 PIECES OF 124-T SNAP RETAINER (WITH 1/6' LIP) BETWEEN SAME COLLAPSE FASTEN WITH (2) g9x1' S.S.1.D. SCREWS. BE CAREFUL NOT TO OVERDRIVE & CGU.APSE 1/8' UP. 1/a- UP 16' PIECES OF 124T BETWEEN FRAME SCREWS (NOT SHOWN FOR CLARITY). FASTEN WITH (2) f9x1' S.&I.D. SCREWS PER PIECE (00 NOT OVERDRIVE & COLLAPSE 1/8' UP). PULL T�1S7 3 1& STEEL PPROX ,36 7 `J ABOVE FRAME TIGHT TO Wl xfGLASS �% S S I O SCR 1y$ON FASTEN .ASTEN SCENTER FR TEEL ON EACH SIDE OF HI -RIBS & CENTERED IN FIATS HEAD 1i0N r p9x1' S:S.I.D. EACH. SIDE OF & CENTERED IN i MARCH 2O04 2004 MORTON BUILDINGS. INC. PAGE 10 OF 13 ®MORTONBt1lL0/NQS coxslrur�navrl�lnawc STEP t7: CUT T 167 TRANSITION & BASE TRIM 1-5/6" FROM DOOR FRAME TO ALLOW ROOM FOR T#193 JAMB TRIM.•. SIEfI : CUT T#193 JAMB TRIM TO FIT FROM TOP OF DOOR FRAME TO BOTTOM OF BASE TRIM. BEFORE INSERTING T#193, PLACE-3 SHORT BEADS OF CAULKING ALONG DOOR FRAME AT EDGE OF'124T TO SECURE & INSTALL.T#193 FLUSH WITH TOP OF FRAME JAMB SECTION . T#167 BASE OR 1-5/16 -.�'T 193 TRANSITION TRIM STEP 19 CUT T#125 HEADER TRIM TO 1/2" MORE THAN OUT-70-OUT MEASUREMENT OF T#193 JAMB TRIMS & INSTALL BETWEEN'T#136& DOOR FRAME (p(TENDS 1/4" PAST T1193 ON EACH SIDE). BEFORE INSERTING T#125, PLACE-3 SHORT BEADS OF CAULKING BETWEEN FRAME & T#136 TO SECURE T#125. HEAO SECTION. T#136 & �P Q: CAULK SLOT AT EACH END OF T#136 TRIM. MARCH 2O04 © 2004 MORTON BUILDINGS. INC. PAGE I OF 13 K=- FRAMING MUST BE PLUMB OR LEVEL. STEP A7: NAIL 2x-- STIFFENER (SAME WROTH AS COLUMNS) TO 2x4 (OR 2x6) HEADER WITH 200 GUN NAILS 12' O.C. NAIL HEADER & TOE -NAIL STIFFENER TO COLUMNS WITH 20D GUN NAILS. 51hp d51 SET 2x4 FRAME OUT FLUSH WITH FRAMING (IF BUILDING IS SHEATHED, SET FRAME OUT FLUSH WITH SHEATHING). PLUMS 2x4 JAMB FRAME & NAIL TO EACH NAILER & TO 2x4 UPRIGHT MATH 10D GUN NAILS 12' O.C. NAIL 24 HEAD FRAME WITH 10D GUN NAILS 12' O.C. STEP 2(2UPRIGHT EACH NAILER)10GUN NAILS PER CONNECTION. NAIL TO SPLASHBOARD WITH (2) 'IOD GALV. R.S. NAILS .IN AN E.P., INSTALL A 2x- JAMB (SAME WIDTH AS. COLUMNS). STEP A4: CUT OUT NAILERS FLUSH WITH INSIDE OF 2x4 UPRIGHT. IF PROTECTIVE. LINER IS INCLUDED, BRING OSB TO WITHIN 1/8' OF 2x4 JAMB [%2x4 ° NOTCH SPLASHBOARD 41-1/47 WIDE, KEEPING TOP OFNOTCH NOT INCL DEOWITH � OSITIINN 22x4 TREATEOF CONCRETE FLOOR (D�S4TlFFEN & ALUMINUM O INSIDE & FLUSH WITH TOP OF NOTCHED SPLASHBOARD. NAIL ATED STIFFENER TO SPLASHBOARD WITH 10D GALV. R.S. NAILS FASTEN ALUMINUM ANGLE WITH 18*1-1/4' S.S. P.H. SCREWSORX DRIVE) 12" O.C. IN�Vf--E}y OF CII L . USE 330 SUPPORT ANGLE ' TO ANCHOR JAMB IF ON 2x4 FRAME CONCRETE. FASTEN WITH (2) 2x4 1/4"x1-1/4' TAPCONS & (2) UPRIGHT fx1-1/2" TRU-GRIP SCREWS. IF E.P., FASTEN TO 2x_ JAMB (SAME WROTH AS COLUMNS) -- RIPPED -DOWN SPLASHBOARD, 2x4 TREATED.STIFFENER & ALUMINUM ANGLE (1/8•x1/2"x1"x37-1/2*) MARCH 2O04 0 2004 MORTON BUILDINGS, INC. PAGE 12 OF 13 2x4 HEADER (2x6 FOR 9' 2x6 MORTONBUILDINGS tIDNS71plCiWIVPRt1h�u4m 2x4 FRAME RUSH WRW SHEATHING ,1AM8 cFGTtON (1/�^ nR �• cuce�unur� 2x4 UPRIGHT 2x4 FRAME RUSH V47H SHEATHING I � i i x 2x4 BLOCKS BETWEEN NAILERS TO SEAL THERMAX & TO PROVIDE NAILING SURFACE FOR 2x4 FRAME SHEATHING � noN DOTE: AN OUTSWNG SILL IS SHOWN IN DETAILS INSWING DOOR. BELOW =— DETAILS ARE SAME FOR AN INSTALL VINYL SILL COVER WITH 1/20 LEG TO INSIDE GRADE 2)c4 TREATED 2x4 TREATED INSTALL VINYL SILL COVER WMH 1/20 . LEG TO INSIDE GRADE 1/20 TREATED-. PLYWOOD* *MM* IF SPLASHBOARD COVER IS INCLUDED, TRIM AS NEEDED & INSTALL OVER TREATED PLYWOOD AT ENTRY DOOR. MARCH 2004 © 20D4 MORTON BUILDINGS, INC. PAGE 13 OF 13 BUILDING DROPS 127 W.Fairb Suit Ave. Suite 438 A Perfect Solution in Every Drop Winter Park, 32789 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX it contact@buildingdrops.com Product Evaluation Report Of Hayfield Window & Door Company "Series 201" Horizontal Sliding Window for Florida Product Approval FL# 13441.1-R1 Report No. 1986 Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certificate Method) Category: Windows Sub — Category: Horizontal Slider Product: Horizontal Sliding Window Material: Poly Vinyl Chloride Product Dimensions: 64" x 44" Prepared For: Hayfield Window & Door Company P.O. Box 25, Industrial Rd. Hayfield, Minnesota 55940 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 4/16/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Page 5 Digitally signed by Hermes F Norero, P.E. Allis Reason: I am approving this document Hermes F. Norero, P.E. Date: 2012.04.27 09:27:14-04'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop it Certificate of Authorization: 29578 Manufacturer: Hayfield Window & Door Company Product Category: Windows Product Sub -Category: Horizontal Slider Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: 201 Horizontal Sliding Window (Non -Impact) 64" x 44" FL*: 13441.1-R1 Date: 4/16/2012 Report No: 1986 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Hayfield Window & Door Company based on Rule Chapter No. 9N-3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions, HWD001, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of HWD001 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions, HWD001, for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 FL# -111 BUILDING DROPS Date: /16/2 12 Date: 4/16/2012 A Perfect Solution in Every Drop Report No: 1986 ,,. Certificate of Authorization: 29579 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under an approved certification agency through American Architectural Manufacturers Association (FBC Organization #: CER1498) Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA101/I.S.2/A440-05 Referenced Data: 1. Product Testing performed by Architectural Testing (FBC Organization # TST1558) Report #: A6833.01-201-44, Report Date: 02/24/11 2. Product Certification Agency American Architectural Manufacturers Association (FBC Organization #: CER1498) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 (Validator / Operations Administrator) Hayfield Window & Door Co. P.O. Box 25 Hayfield, MN 55940 Attn: Dick Rouhoff AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAMIDMA/CSA 101/I.S. 2/A440-05 HS-R35-1613x1121(64x44) COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Hayfield Window & Door Co. 201 HS FRAME SASH 6334 (PVC)(OX)(IG & OG) 1613 min x 1121 min 781 mm x 1060 min Code: HH (INS GL)(REINF)(ASTM) (5'4" x 3'8") (27' x 3'6") 2. This Certification will expire January 7, 2016 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: A6833.01-201-44 Date of Report: February 24, 2011 Date: April 4, 2011 Cc: AAMA JGS ACP-04 (Rev.8/06) Validated for Certification A( ted Laboratories, Inc. Authorizedfo Certification America Architectural Manufacturers Association FL# 11 BUILDING DROPS Date: 416/20 2 Date: 4/16/2012 A Perfect Solution in Every Drop Report No: 1986 it Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to manufacturer Installation Instructions, HWD001, for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressures +35/-35 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 12tBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation Method Hayfield Window & Door Company "Series 201" Horizontal Sliding Window 1.00" MAX. FROM 6.50" MAX. CORNERS, TYP. O.C., TYP. 1.00" MAX. FROM CORNERS,TYP. 6.50" MAX. O.C., TYP. FL#: 13441.1-R1 Date: 4/16/2012 Report No: 1986 Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5