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HomeMy WebLinkAboutGARAGE DOORS OFFICE USE ONLY: DATE FILED: �1 �,�� PERMIT# REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES RECEIVE BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 SEP 1 9 ^ --3 (772)462-1553 ST. Lucie County, pe�rpitting APPLICATION FOR BUILDING PERMIT REVISIONS -- PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: c (-3ZQIet-03 ST.LUCIE CO CERT.#: BUSINESS NAME: 62ve�&-W QUALIFIERS NAME: 0 ,0 C 1 c 644-9,ADDRESS: 1 ! (, 5.. 44-CL A-040' CITY: `�'� su�src C STATE: 1--2 ZIP: 32-71/6 PHONE(DAYTIME): 3 Z '9 FAX: 3%t-- 2 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 2/6/2018 Florida Building Code Online BoOnesss Q # . Regulailirt �.:.. BCIS Home I Log In l User Registration Hot Topics Submit Surcharge ! Stats&Fads Publications MC Staff BCIS Site Map' links { Search dr)Florida ID Product Approval 1USER:Public User co. RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail SEP q �q 4 p FL 4 FL15012-R4 SCP 19 `010 Application Type Revision Code Version 2017 ST. Lucie Cou-nty, Permittlrit Application Status Approved Comments Archived Product Manufacturer C.H.I.Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext 4273 windloadengineering@chiohd.com. .Authorized Signature Pat Hunter windloadengineerihg@chlohd.com Technical Representative Address/Phone/Email Quality Assurance Representative AddressJPhone/Email } Category Exterior Doors Subcategory Sectional Exterior Door Assemblies U Compliance Method: Evaluation Report.from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received UjFlorida Engineer or Architect Name who developed John E.Scates .J the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing,Inc: Quality Assurance Contract Expiration Date 12/31/2020 U. Validated By Gordon Thomas,P.E. d• Validation Checklist-Hardcopy Received Certificate of Independence FL15012 R4 COI Cert of Ind Scates s.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 l ASTM E330 2002 , DASMA 108 2012 I DASMA 115 2012 i ! Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15012 R4 Eguiv Equivalence of Standards CHI: s Ddf Sections from the Code https://www.floridabuilding.orgtpr/pr app_dtl.aspx2param=wGEVXQwtDquS73Fr2ZyiPgc%2bhldlGcB6NsSnnrwiwTBuyp/o2bl92zShag%o3d%3d 116 216/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12112/2017 Summary of Products Go to Page Pagel J 2 FL# Model,Number or Name Description 15012.1 kfL; 2240,2241,2250,2251,4240 06'-00"wide through 09'-06"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door with or without polystyrene insulation. 15250,5251 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R4 H Jamb Attach Drawings s.pd Approved for use outside HVHZ:Yes FLIS012 R4 11 Supplemental Instructions Pan s.pd Impact Resistant:No Verified By:John E.Scates,PE FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. FL15012 R4 AE FL15012 Eval Rent pan r4 s.pd See drawing FZ4-09-013L5 for.pressures and widths FLIS012 R4 AE FZ4-09-0131-5s.2d +3.4.8(psf)/-39.3(psf)at 06-00"through Created by Independent Third Party:Yes +20.8(psf)/-23.5(psf)at OV-06". 1 1 15012.2 kgL;2240,2241,2250,2251,4240 06'-00"wide through 10'-00"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door with or Without polystyrene insulation. 5250,5251 Limits of Use Installation Instructions Approved for use in HVHZ:No FLlS012 R4 TI lamb Attach Drawings s.ad Approved for use outside HVHZ-.Yes FL15012 R4 11 Supplemental Instructions Pan s.odf Impact Resistant.No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications. Evaluation Reports Tested In accordance with ASTM E330 and ANSI/DASMA 108. FL15012 R4 AE FLIS012 Eva[ Rept Pan r4 s,odf See drawing RZ5-09-0131-5 for pressures and widths FI-15012 R4 AE FZS-09-01315s.nd +41.0(psf)/-46.2(psf)at 06'-00"through Created by Independent Third Party:Yes +22,1(psf)/-24,9(psf)at 10'-00". I. 15012.3 khI;2240,2241,2250,2251,4240, Up to 09'-00"wide by 20'high steel sectional door with or 4241,4250,4251,5240,5241, without polystyrene insulation. 5250,5251 Limits of Use installation Instructions Approved for use in HVHZ:No FLIS012 R4 II lamb Attach-Drawings s.13d Approved.for use outside HVHZ:Yes FLI5012 R4 11 Supplemental Instructions Pan s.pdf Impact Resistant:Yes Verified By:John E.Scates,P.E.FL-51737 Design Pressure.+32.0/-36.2 Created by Independent Third Party:Yes Other:Sectional d'oors provided for potential"code-plus' Evaluation Reports applications,Large Missile impact(9 pound missile)and cycling EL15012 R4 AE FLIS012 Eval Rept pan r4 s.odf tests conducted in accordance with ANSI/DASMA 115,ASTM FL15012 R4 AE FZ6i-09-01515s.od E1886 and ASTM E1996.Static tests conducted in accordance Created by Independent Third Party:Yes with ASTM E330 and ANSI/DASMA 108.See drawing FZ6i-09- 01515 for pressures 32.0(psf) 36.2(psf)at widths up to 091-001, 15012.4 kiL;2240,2241,2250,2251,4240, 06-00"wide through 09'-02"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door with or without polystyrene insulation. 5250,5251 Limits of Use Installation Instructions Approved for use in HVHZ: No FL 5012 R4 JT 36mb Attach Drawings s-od Approved for use outside HVHZ:Yes FLIS012 R4 II Supplemental Instructions Pan smdf Impact Resistant. No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications. Evaluation Reports Tested in accordance with ASTM E330 and ANSI/DASMA 108. Ft R4 AE FL15012 Eva[ Rept pan r4 s.p-d See drawing FZ7-09-013L5 for pressures and widths FL15012 R4 AE FZ7-09-013L5i5.pd +54.0(psf)/-60.9(psQ at 06'-00"through Created by Independent Third Party:Yes +34,7(psf)/-39.l(psF)at 69'-02" 15012.5 kkL;2240,2241,2250,2251,4240, 06'-00"wide through 10'-00"wide by 20'high steel sectional 4241,4250,4251,5240,5241, door With or without polystyrene insulation. https-/Iwww.floridabuilding.orgiprlpr appdtLaspx?paraim--wGEVXQwtDquS73Fr22YPqc%2bhldlGcB6NsSnnrwiwTBuyO/.2bl92zShag`/�3d`/�3d 2/6 __ 4 3 2 1 Impact Window Option(9 pound missile): 9'-0"mrtximum opening max daylight opening I6-3/4"x 10-1!4" 1/4" Lexan with Aluminum Framo ZB interniediate Optional lites 2 hinge D 4D Ic" 2 2 top fixture flag bracket d7/. 4D e v a $ to q to end stile05 Door Hei ht `d sy d y C track T-6"to 8'-0" 5 4 4 ,C *24E 3B 2 bracket 8'-3"to 8'-9" 5 4 4 end hinge 9'-0"to 104" 6 5 5 e 10'-9"to 12'-3" 7 6 6 4A 12'-6"to I4'-0" 8 7 7 2 T bottom fixture 14!-3"to 15'-9" 9 8 8 164'to IT-6" t0 9 9 2A 2A IT-9"to 19'-3" 11 10 to 2 2 19'-6"to 20'-0" 12 11 11 B strut attachment strut B Track bracket quanliliesshavn are for use with grade 2 orbeiter southeni pine jambs.When using softer woad species like spruce•pino-tir(SPP)use the quantity of track'brackcts specified in the chart plus thrco track braokcts per side. l Instructions contain detuils for doors up to 29-0"high.These are required in y , addition to this drawing for.installation. Always This door has been evalunted in accordance with ASTM E330-02 and ANSIJDASMA 108-02,108-05 _ No,5`1737 ; f use supplemental instructions in addition to this and for whidborne debris in accordance with ASTM El 886-OS/El 996-09 and ANSI/DASMA 115-05(9 pound missile) 7 it drawing during door installation. Supporting structural elements to be designed by registered professional engineer for specified wind loads. If door is not electrically operated a lock must be inst,alied � o'�" S7ASEDp �, � s"c nts. Maximum floor height; 20'.0" Maximum:section height: 21" John E.Scates,P.E. ,�>."R40R1�A•'•�$ 04-09-2015 Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. 3121 Fairgate Drive /� �. These exposure"B"wind speeds are for Thigh doors on 30'tall buildings. Carrollton,Texas 75007 ��!/j� O AA%_ Models-2240,4251,5240,5241,5250,5251 A Width Dcsi n Pressure Wind Speed 'Windows Center Stiles Florida P.E.#517370,4241, A A9'-00:-„+32.0-t AW-36.2 sf),• 183-(m li) ;, YES.. 3 Digitally signed hy.John E.Scates,R.E. 9'-0" wide, 183 mph Exposure OS'-00" -+32.0( sf)/-36.2`( sf)' 182"(m h) I YES 1 3 Date:2015.04,1414:14:19-05'00' See notes for other widths and wind speeds Center stile quantity is minimum per section. FL 15012R& C.H.I.Drawing: FZ6i-09-01515 Professional Engineer's seal provided only for verification of wiudload construction details page 1_of_2 4 3 All, 2 1 4 3 1 Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity, (A97)galvanized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.. fixture.Each fixture attached J y p $ D with four 1/4"x 3/4"screws. See jamb attachment details for more information about attaching jambs to structure. (,086).galvanized steel flag bracket fastened to D 2"x 7/16"(nominal)slog molding to be secured with wood o o a°o carrier and currier support jamb with three minimum gd nail or 2-1/2"long screw on 5"spacing. 5116"x 1-S/8"wood lag o gush nut Stop molding not required when door is more than I"wider than opening. screws. (.034)center stile 1-3/8"polystyrene insulation with vinyl back.(both ends). ° nominal(.01$5)galvanized steel minimum Flag bracket attached (.066)end stile to horizontal track with two 1/4"x 5/8" track bolts and nuts, (, ur galvanized steel tap c� fixture. Each fixture attached C with two 1/4"x 3/4"screws. (.034)center stile4/ 2"(min)x.058(min) Flag bracket attached to C galvanized steel track vertical track with two 1/4" push nut x S/8"track bolts and nuts. Or two 1/4"x 11/32"rivets, (,034)center stile (.102)galvanized steel track End Hinge C Intermediate Hinge bracket fastened to wood jamb galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood (.066)end stile d. to section with 9 fastened to section with lag screw per bracket, ° Optional law head room top bracket p six 1/4"x 3/4"screws. four 1/4"x 3/4"screws. ° 0 8 t push nut Each track bracket attached with B 2"(max.far.069 tick)—� 2-3j4" ane 1/4"x 5/8"track bolt and nut. B 4"(max.for.109 thick) — 2-3/4 Or two 1/4"x 11/32"rivets. nominal 0 2"(min.) 3-1/2"(min.)stem 10(min.)bait roller Sohn B.Scales P.E.�I I� with nylon or steel tread, 3' .- I 3121 Fairgate Drive I { Carrollton,Texas 75007 �o _l—�..1 1-7/8" ���i11 ltfit 1// Florida P.E.#51737 +a I ,,�yO,��cl:tuai•,is r oor� tp o m (.102)galvanized steel bottom @ 112 a©o nts bracket Each bracket attached No•51737 ° "` 04-09-2015 (.040)50 ksi galvanized steel = $ 1*= Models:2240,'224),2250,2251,4240,4241, with tour red 1/4"x 3/4" �"'"�" ,� „ �*, 2 . A screws. 3"strut attached with two 1/4 x 3/4 p STATE OF we Z 4250.4251,5240,5241.5250,5251 A screws per stile or hinge plate. ,,p 1.109)galvanized steel bottom .%0,�`;FtoRtpP.aZ"4 9'-0" wide, 183 mph Exposure"B" bracket Vinyl push nut with fourredl j4'x3/4'bracket t screws.tached ��f//�S1t3N{1� t1�� See notes for other widths and wind speeds weatherstrip C.H,I,Drawing: n6i-09-0ISIS Aluminum extrusion Optional low head room bottom bracket Professional Engineer's seal provided only for verification of windlaad construction details page 2_of_2 4 3 All. 2 1 Anchor;ITW Tapeon or Tapcon LDT or Simpson Strong-Tie. keep each arca caof ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"tong with washer that conforms to ANSI B18.22.1 type B. any backk jammbb attachment fasteners' I ]Tv✓Ramses(Redhead Large Diameter Tapcon,3!8"diameter,minimum.4"long,withwasher that conforms to ANSI B18:?2.1 type B. -1- Simpson Then HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22.1 type B. 3" Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B18.22A type B. g 0 "T When.tpplying back jambs over dry wall or other non structural wall covering;use longer fasteners to insure minimum emixdment required. treader This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). Sec chart for minimum washer diameter. Washer diameters in chart are based on use of Sprucc Pine Fir. Washers maybe 10%smaller when Southern Pine is used. 8^ See chart for minimum edge distance required. Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. FASTENER SPACING(inches) 2500 psi concrete Ftlled cMu Simpson ITW Tapcon strong Tte DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) 1 4" 1/4" 3/8" .3 8 3/8" 3/8" 140sf. 17psf 2 sf 24psf 28 sf 32psf 36psf 40psf 441isf 48psf S3psf 58psf .63psf 69psf 75psf 81psf 87psf 93psf 24 24 24 24 24 24 22'-9 18'-9 .15'-11 13'-3 11'-4 9'-11 8'•10 T-11 T-3 6'-7 6'.0 5'-6 5'-0 4'-7 4'-3 3'-11 n/a n/a 24 22 24 24 24 24 24'-3 20'-0 1T-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 T-0 6'-4 '5'-10 5'-4 4'41 4'-6 4'-2 n/a n/a 0 24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11-7 10'-3 9'-3 8'-5 7'-8 7'-0 6'-4 5'40 5'-4 4'-11 4'-6 4'-3 3'-11 24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 T-7 6'-11 6'-5 5'-10 S'-4 4'-11 4'-7 4'-4 24 17 24 20 24 16 31'-9 26'-2 22,3 18'-6 15'-1013'-10 12'-4 11'-1 10'-1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-11 5'-5 S'-1 4'-9 24 15 24 18 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-6 8'-3 T-7 6'-11 6'-4 5'-11 5'-6 5'-1 24 15 24 17 16 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 T-4 6'-9 6'-3 5`40 51-S Highest anchor installed at 22 13 24 16 16 8 n/a 32'-3 27'-S 22'-30 19'-7 1T-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 6'-3 5'-10 . least as high as door opening. o 21 13 24 15 16 8 n/a 33'-10'28'-9 24'-Q 20'.-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 8'.4 7'-8 7'-1 6'-7 6'-2 Anchors to be evenly spaced between 19 12 24 .14 16 8 n/a n/a 31'-4 26%1 22'-5 19'-7 17'-5 15'-8 14'-3 13'-0 11'-10 10'-9 9'-11 9'-1 8'-4 7'-8 T-2 6'-8 the header and the floor. 16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-S 9'-7 8'-10 8'-3 7'-$ 16 10 1 24 11 S. 8 n/a n/a n/a 31'-9 27'-2 23'-9 21'-2 19'.0 17'-3 15'-10 14'-4 13'-1 12'-1 11'•0 10'-1' 9'-4 8'-9 8'-2 14 8 24 10 8 8 n/a n/a n/a 36'-9 I 30'-8 26'-10 23'-10 21'-5 1 19'-6 17'-10 16'-Z 14`-9 13'-7 12'-5 11'-5 10'-7 1 9'-10 1 9'-2 12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'41 27'-5 24'-8 1 22'-5 20'-7 18'•8 17'-0 1S'-8 14'-4 13'-2 12'-2 11'-4 10'-7 2x6 structural o 11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 '17'-7 16'-2 14-9 13'-7 12'-7 11'-8 10'-II grade up to. May be countcrbohed up to 3/8"deep 10 6 17 7 8 n/a n/a n/a n/a n/a n/a I n/a 32'-0 28'-9 26'-2 24'-0 21'-$ 19'-10 18'-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location to provide a 9 n/a 16 6 8 n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9 flush mounting surface. 8 1 n1a 1 13 1 6 n/a I n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23'-6 21'-6 19'-9 18'-3 17'-0 15'-11 n/a I nig 1 12 1 n/a _n/a nJa n/a n/a nJa n/a n/a n/a n/a n/a n/a n/a 32'-4 29'-7 27'-3 24'-10 22`-10 21'-2 19'-8 18'-5 0 0 2500 psi concrete Filled CMU 14psf 17plf 20psf 24psf 28psf 32psf 36psf 4opsf 44psf 48psf 53psf 58psf 63psf 64psf 75psf 81psf 87psf 93psf First anchor to start at no more than ITWTapcon ITW LDT ?sten wedge-DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) halfthe fastener spacing distance and HD All no less,thim the minimum edge distance. 1J4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER 1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH o 1.1/8" 7/8" 1.1/2" 1" 1-1/8'1-1/8"WASHERDIAMETER 1�11IIf1t// 2-1/V'2.112' 3" 3" 4" 4" EDGE DISTANCE ``�� Jjf' Supporting stmmtoral elements shall be designed by a registered 508# 319# 859# 371# 4$tNf 340# FASTENER LOAD CAPACITY `fit �".. Sp Supporting /� professional engineer for wind loads in addition to other loads. ��,.• m " I� This drawing does not address the Jamb/wall design,but only door .'0 r���,EN$!�`a� �i attachment.Jamb/waIl construction is shown only for illustration purposes. The building designer is responsible for ensuring that the '"�. jambhvall is sufficient to carry die door live and static loads.This �. IND.51737 drawing does not address the spring pact connections. Registered Digitally signed by John E.States,P.E. * q 4r professional engineer may approved an alternative design. Manufacturer's installation instructions must be followed. Date:2015,02.2416:32:57-06'00' ♦f . a, "d Maximum spacing shown in chart. John E.Scatos,P.E. O% STATE OF ' „± Emo ��C3 SCA E none Lesser spacing may be used to avoid interference with,door hardware i "> 0MM 3121 Fairgate Drive �' r �+`► �+ ❑017 DATE and ar fastening system,but not cess than 6". +"' 0 `. /C' QP+ e s 2-18-2015 Carrollton,Texas 75007 X 1.ORV + Load per jamb=0.5 x door width x max positive pressure x door height. / �► as`"� Flor]da P.E.#51737 � � � 8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 /I/J TONAL 1� Back Jamb Attachment Detail Use minimum 2000 psi grout or concrete when filling CMU. j/S+01(;f 1(I10", Concrete Anchois CMU fastener spacing distance may vary+/-I". Professional Engineer's seal provided only for verification ofwindload construction details. .C.H.T.Drawing: BJA-101 I Re7y,-07 Southern Pine(SP)specific gravity=0.55;allowable load per anchor=620 pounds. in"MN U211MININ 1/21,MIN Spruce Pine Fir(SPF)specific gravity=0.42;allowable load per anchor=482 pounds. 11211 ATrAC41HiMENTOF Use SP values only if both structure and jamb are southern pine. WOOD ATTACHMENT OF Use SPF values when spruce pine fir is present in structure or jamb material. 2x6 WOOD SAIMB 2x6 WOOD JAMB Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1 SHEATHING ON SHEATH ING 0 X Washer. 1-1/8"minimum outside diameter,must conform to ANSI 1318.22.1 type A. Pte-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required. "Is"x 3"LAG SCREWS Y3"SHEATHING .,SCREWS FASTENER DOOR WIDTH ',feet and inches) at a given DESIGN PRESSURE (PSE) )ld'x 3.-1/2"LAG keep each am SPF SP 14psf 17psf 20psf 24psf 28psf 32psf 36psf I 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 8 Ipsf 87psf 93psf clear o any ack I 1jamb attachment 24 24 34'-5 28'-4 24'-1 20'-0 17'-2 15'-0 I3`-4 12A I0'-11 10'-0 9'-1 8'-3 V-7 6'-11 W-5 5'-11 5'-6 5'-2 fasteners 12 24 n/a 32'-4 27'-6 22'-11 19A 17'-2 15'-3 13'-9 12'-6 I1'-5 10'-4 9'-5 8'-8 7'-11 7'-4 6-9 6'-3 5'-11 20 24 n/a 34'-0 28'-1124'-1 20'4 18'-0 16'-0 14'-5 13'-1 12'-0 10'-IC 9'-11 9'-2 8'-4 7'-8 7'4 6'-7 6'-2 81, 18 24 n/a 36'-5 31'-0 25'-10 22'-1 19'-4 17'-2 15'-6 14'-1 12'-11 11A 10'-8 9'-10 W-11 W-3 7-7 7'-1 6'-8 �header 47/ 18 23 n/a n/a 32'-1 26'-9 22'-1120'-0 17'-10 16A 14'-7 I3'-4 12'-1 11A 10'-2 9'-3 W-6 7'-11 7'-4 6'-10 16 21 n/a n/a 35'-5 29'-6 25'-3 22'-2 19'-8 I7'-8 16'-1 14'-9 13'-4 12'-2 11'-2 10'-3 9'-5 8A 8'-1 7'-7 16 20 n/a n/a W-1 3V-1 25'-9 22'-7 20A 18A 16'-5 15A IT-7 12'-5 IV-5 10'-5 9'-7 W-11 8'-3 7'-9 3" a/15 20 n/a n/a n/a 31'-0 26'-6 23'-3 20'-8 18'-7 16'-10 15'-6 14'-0 12'-9 11,-9 10,1-9 9,41 9,-2 W-6 8A 14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-1120'-7 IV-9 17'-2 15'-7 14'-2 13'-1 I1'-11 11A 10'-2 9`-5 8'-10 13 16 n/a n/a n/a n1a 31'-9 27'-9 24'-8 22'-2 20'-2 18'-6 16'-9 15'-4 14'-1 12,40 11,4C 10'-1 10'-2 9,-6 12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1C 23'4 21'.1 19'-4 V-6 16A 141-9 13'-5 12'-4 I1'-5 10'-8 10'-0 12 15 n/a n/a n/a n/a n/a 30'-1 26A 24'-1 21'-10 20A 18'-2 16'-7 15'-3 I3'-11 12'-IC 11,40 11A 10'-4 11 14 n/a n/a n/a n/a n/a 32'-10 29'-2 26'-3 23'-10 21'-10 19'-10 18'-1 16'-8 15'-2 14'-0 12'-1112'-1 I1'-3 10 14 n/a n/a n/a n1a n/a 33'-2 29-6 26'-6 24-1 22'-1 20A 18'-3 16'-IC 15'-4 14'-2 I3'-1 12'-2 11'-5 10 12 n/a n/a n/a n/a n/a n/a 32'-1 29'-11 26'-3 24'-1 21'-9 19'-1118'-4 16'-9 15'-5 14'-3 23'-3 12'-5 Highest anchor installed at 9 12 n/a n/a n/a n/a n/a n/a n/a 31A 28'-2 25'-10 23'-4 21'-4 19'-8 17'-11 161-6 15'-3 141-3 131-4 0-1 least as high as door opening. 0 9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 29'-2: 26'-9 24'-3 22'-1 20'-4 18'-7 17'-1 15,40 14'-9 I3'-9 Anchors to beevenlyspaced between 8 11 n/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-2 25'-6 23-3 21'-5 19'-7 18A 16'-8 15'-6 14'-6 the header and the floor. 8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-11]30'-1 27'-3 24*4122'-1120'-1129'-3 17'-10 16'-7'15'-6 7 10 n/a n/a n/a n/a n/a, n/a n/a n/a n/a 31A 28A 25'.7 23'-7 211-6 19`-1 9; 1 1'8'-4 V-1 W-0 7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3V-2 28'-5 26-2 23'4122' 20'-4 W-11 V-91 - 2x6 Structural grade lumber. 0 6 8 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32A 29-6 26'444 124'-9 22' �21' 20A May be counterbored up to 3/8"deep at 4 1 6 1 n/a I n/a In/a In/a I n/a In/a n/a n/a n/a In/a In/a n/a n/a n/a 33'-0130'-7 128'-6 26--8 each anchor location to provide n SPF SP 14psfl 17psfI-�n­s t'JA-0 I I flush mounting surface. SP 'PASTENM 0 SP A C1'N T DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSE) 620# 1 01111 LOAD PER rFirsL anchor to start at no more than FASTENER tt o� ;FASTENER 0, half the fastener spacing distance and (P.u. ) ­.. (pounds) A.-* saqp, no less than the minimum edge distance. 1b xi 5 Maximum load per jamb 0.5 x(door height)x(door width)x(maximum 1737 When applying back jambs over dry wall or other non structural wall coveting, SCALE none use longer lags screws to insure 1-1/2"minimum embedmentrequired. Lesser spacing may be used to avoid interference with door hardware and or fastening system. SWE OF RM 13 0 DDD DATE 0 10VeRHCA0 0 Maximum spacing shown.in chart, John E,Scales,P.E. 0'K 2-18-2015 0 N These charts do not address spring pid connections to the building. 3121 Fairgate Drive LORVD?,# Back Jamb Attachment Detail Alternative design may be approved by a registered professional engineer. Carrollton,Texas 75007 Supporting structural elements shall be designed by a registered professional Florida P.E.#51737 Zl;;, �910NAL Lag Screw engineer for wind loads in addition to other loads. TXPE 56308,F-2203 I///i I 1110 1 Professional Engineer's seal provided oni :nticitionotwinciloicteoilstructioncieLtih CHIDrawing: BJA-102T7R�v_-015 Self tapping screws (with steel) Screw:1/4"Jia x 3/4"self tapping screw;must conform to ANSI/ASMEBI8.2.I. 100"X V fillet welds USE 9/16" %6"steel Jambs:allowable load per screw=444 lbs, Welds performed by a Ccrtifned Welder or inspected by it MTMIUM track Allowable load per screw:12 gauge=209 lbs,14 gauge=14316s,and 16 gauge=110 lbs. Certified Welding Inspector to verify Integrity of welds. DIAMETER 12 gauge or/6"steel Jambs;allowable load per weld=1,272 lbs. WASHER IF bracket or Optional Washer:9/16"O.D.minimum;must conform to ANSI 1118:22.1 type A, Use all necessary precautions when welding galvanized steel. revers SCREW HEAD Washer not required if fastener)tend has minimum 9/16"outside diameter. Conti 'Melds to be evenly spaced between headerand floor, Ing IS LESS THAN Lowest fastener to be within i0-inches ofthe floor Lowest weld to be within 10-inches of the floor 9/16"DIAMETER gle Maximum spacing shown In chart. Lesser spacing may be used to avoid interference Minimtan of 3 welds per jamb required. with door component system. Add holes to continuous angle its required to satisfy fastener spacing in thea charts. Fillet welds to have a straight or convex face surface. These charts do notaddrass spring pad connections ,to the building. Tack weld too of angle of same spacing to prevent rotation of track angle. ATTACHMENT SPACING(inches) Load perjamb=0:5 x door width x max positive pressure x door height Cracks and blemishes shall be ground to a smooth contour and checked to ensure soundness. SCREWS SCREWS SCREWS WELDS SCREWS WELDS These Charts do not address spring pad connections to tho building. 16 ga 14 ga 12 ga 12 ga 3/16 3/16' DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Load per jamb=0.5 x door width x mux positive pressure x door height jamb jamb Jamb Jamb jamb Jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 T-11 3'-5 3'-0 n/a n1a n/a n/a 20 26 36 36 36 36 9'-5 7'-9 6'-7 5'-6 N-8 4'-1 3'-8 n/a n/a n/a n/a track bracket or 18 24 36 36 36 36 9'-11 8'-2 6'-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a continuous angle reverse angle 16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 T-10 S'-1 4'-7 4'-1 n/a n/a n/a 14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 S'-10 S'-2 4'-8 4'-3 3'-11 n/a 12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 7'-5 6'-6 S'-9 5'-2 4'-9 4'-4 T-11 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 T-10 6'-10 6'-1 T-6 T-0 4'-7 4'-1 9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1110'-2 $'-11 T-11 T-1 6'-6 Sr-11 S'-4 4'-11 4'-6 4'-1 n/a ri/a n/a n/a lab"x 1"long filletweld 8 10 16 36 34 36 22'-4 18'-5 15'-$ 13'-0 11'-2 9'-9 $'-8 7'-20 7'-1 6"-6 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a of a tE60JfX Electrodes Min). 7 10 14 36 31 36 24'-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 T-1 6'-5 5'-11 S'-5 4'-11 4'-6 4'-2 T-11 n/a Weld is ac locoed vertically on angle m spacing specified in chart 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-S 14'-11 13'-0 11'-7 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 S'-6 5'-1 4'-9 4'-S and tack weld toe of angle or 6 7 11 36 24 36 31'-5 25'-10 22'-0 18'-4 15'-8 13'-9 12'-2 11-0 10'-0 9'-2 8'-3 T-7 6'-11 6`-4 T-10 5'-5 5'-0 4'-8 track bracket at same spacing. n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-10 20'-S 17'-1015'-1014'-3 13'-0 11'-1110'-9 9'-10 9'-0 $'-3 7'-7 7'-0 6'-6 6'-1 n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 13'-1012'-6 11'-5 10'-6 9'-7 8'-10 8'-2 7'-7 7'-1 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'40 29'-10 26`4 23'-2 20'-1019'-0 17'-5 15'=9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1018'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'-1110'-3 n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-S 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13r-6 12'-6 11'-8 10'-11 n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-S 22'-1 20'-2 18'-7 17'-0 15'-7 14'-S 13'-5 12'-1 n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-1026'-6 24'-0 21'-1120'-2 18'-5 16'-1115'-8 14'-7 13'-8 n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27`-7 25'-5 23'-6 21`4120'-6 n/a n/a n/a 14 n/a 14 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 31'-7 29'-0 26'-1125-0 23'-5 n/a n/a n/a 12 n/a 12 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 31'-4 29'-2 27'-4 SCREWS SCREWS SCREWS, WELDS SCREWS WELDS 14psf 17psf I 20psf I 24 sf I 28psf I 32psf I 36psf I 40psf I 44psf I 48psf 53psf I 58psf 63psf I 69psf 75psf I$1psf 87psf 93psf 16 ga 14 ga 12 ga 12 ga 3/16" 3/16" DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Alternative design may be approved by a ami Jamb Jamb Jamb jamb jamb licensed professional engineer. ATTACHMENT SPACING( t Supporting structund otemenu shall be 110N 14311 2691t 127inches)2if, 444q 1272H• �,�11 B 1/j� designed by n licensed professional engineer ALLOWABLE LOAD PER SCREW(pounds) \��1` �- �+�►1 d ff0� for wind loads In addition to other loads. �r.a a S� This drawing does not address the jnmblwall t `-•�,�ty�N$�+y(� / design,but only door attachment.Jonbhvall construction is shown only for illustration �� purposes.The building designer is responsible No.0737n for ensuring that the jamblwall is sufficient to carry the door five and static loads, ( * i EELSTATE OF + OOO mane � scntE John E.Scales,P.E. ' y . {/ -11 1 DATE n p n C • t `� CO E R E D O O R 2-XU-2015 3121 Fuirgate DriveCarrollton,Texas 75007 `. F �;• jj fi CORS® ���s63Us 51737 � � '; Steel Attachment Detail iii{ f Professional Engineer's,seas provided only for verification of windload construction details. C.H.I.Drawing: BJA-103 Rev.-07