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Home My WebLink AboutProduct Approval Florida Building Code Online https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPgc+hldl... Florich Depa inerlt�,, BC6 Home ( Log In ( User Registration Hot Topics ( Submit Surcharge ( Stats&Facts ( Publications I FBC Staff ( BCL,Site Map I Unks ( Search Busines yu, `' r :� Product Approval Professional � �USER:Public User Regulation ( gd Approval Menu>Product or Aoo i n earth>Aop kation Us t>Apprttation DetaB FL# FL15012-112 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived (- Product Manufacturer C.H.I.Overhead Doors JUN Address/Phone/Email 1485 Sunrise Drive L .Arthur,IL 61911 (217)543-2135 Ext 4273 PER.'jil?-IiNG jcampbeil@chlohd.com St. Lucie County, i=L Authorized Signature Jim Campbell Jcampbell@chlohd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer�! Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation John E.Scates Report Florida License PE-51737 of R .... Florida Building Code Online https://floridabuilding orp/pr/pr_app_dd.aspx?param—wGEVXQwtDquS73Fr2ZyiPgc+ltldl... Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas,P.E. F Validation Checklist-Hardcopy Received Certificate of IndependencQL1F 5012._R2 COI Cert of Ind Scates s.pdf Referenced Standard and Year(of Standard) Standard year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 DASMA 108 2002 DASMA 108 2005 DASMA 115 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 94/26/2015 Date Pending FBC Approval 05/01/2015 Date Approved Q6/23/2015 Summary of Products Go to Pager Page 1/2 7� FL* Model,Number or Name Description 15012.1 kfL; 2240,2241,2250,2251,4240 4241,4250, 06'-00"wide through 09'-06"wide by 20'high steel sectional door with or without 4251,5240,5241,5250,5251 polystyrene Insulation. Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R2 II lamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 .R2 II Suoolemental Instructions Pan s.odf Impact Resistant:No Verified By:John E.Scates,PE FL-51737 Design Pressure:N/A Created by Independent Third Party: No Other:Sectional doors provided for windload applications.Tested in accordance Evaluation Reports with ASTM E330 and ANSI/DASMA 108,which are accepted test methods per 5th FL15Q12 .R2 AE Evall Rept s.pdf edition(2014)Florida Building Code Section 1715.See drawing FZ4-09-0131-5 for FL15012 R2 AE FZ4-09-013L55_pdf pressures and widths+34.8(psf)/-39.3(psf)at 06'-00"through Created by Independent Third Party:Yes +20.8(psf)/-23.5(psf)at 09'-06". nfR ., ...,�., ...,... Florida Building Code Online https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param—wGEVXQwtDquS73Fr2ZyiPgc+hldl... 06fUse Ih; 2240,2241,2250,2251,4240,4241,4250, 10'-00"wide through 17'-08"wide by 20'high steel sectional door with or without 4251,5240,5241,5250,5251 polystyrene insulation. installation Instructions Approved for use In HVHZ:No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Impact Resistant:No Verified By:John E.Scates,P.E. FL-51737 Design Pressure:N/A Created by Independent Third Party: No Other:Sectional doors provided for wlndload applications.Tested in accordance Evaluation Reports with ASTM E330 and ANSI/DASMA 108,which are accepted test methods per 5th FL15012 R2 AE Eval Rept s.pdf edition(2014)Florida Building Code Section 1715.See drawing FZ6-10-01315 for FL15012 R2 AE FZ6-10-01315s.pdf pressures and widths+31,4(psf)/-35.5(psf)at 10'-00"through Created by Independent Third Party:Yes +10.1(psf)/-11.4(psf)at 17'-08" 15012.11 IhL; 2240,2241,2250,2251,4240,4241,4250, 06'-00"wide through 11'-00"wide by 20'high steel sectional door with or without �42SI,5240,S241,5250,5251 polystyrene Insulation. Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf 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 windioad applications.Tested In accordance Evaluation Reports with ASTM E330 and ANSI/DASMA 108,which are accepted test methods per 5th FL15012 R2_AE_ Eval Rept s.pdf edition(2014) Florida Building Code Section 1715.See drawing FZ6-10-013L5 for FL15012 R2 AE FZ6-10-013L5s.pdf pressures and widths+52.3(psf)/-59.2(psf)at 06'-00"through Created by Independent Third Party:Yes +26.0(psf)/-29.3(psf)at 11'-00" 15012.12 Ij; 2240,2241,2250,2251,4240,4241,4250, 08'-00"wide through 19'-06"wide by 20'high steel sectional door with or without �4251,5240,5241,5250,5251 polystyrene Insulation. Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.Ddf Impact Resistant:No Verified By:John E.Scates,P.O. FL-51737 Design Pressure:N/A Created by Independent Third Party: No Other:Sectional doors provided for windload applications.Tested In accordance Evaluation Reports with ASTM E330 and ANSI/DASMA 108,which are accepted test methods per 5th FL15012 R2 AE Eval Rept s.pdf edition(2014)Florida Building Code Section 171$.See drawing FZ8-10-01315 for FL15012 R2 AE FZ8-10-01315sL.pdf pressures and widths+63.8(psf)/-72.5(psf)at 08'-00"through Created by Independent Third Party:Yes +10.1(psf)/-11.4(psf)at 19'-06" 15012.13 III; 2240,2241,2250,2251,4240,4241,4250, 06'-00"wide through 10'-06"wide by 20'high steel sectional door with or without �4251,5240,5241,5250,52511 polystyrene Insulation. Limits of Use Installation Instructions Approved for use In HVHZ:No FLIS012 R2 II Jamb Attach Drawings s.pdf Approved for use outside HVHZ:Yes FL15012 R2 II Supplemental Instructions Pan s.pdf Impact Resistant:Yes Verified By:John E.Scates,P.O.FL-51737 Design Pressure:N/A Created by Independent Third Party: No Other:Sectional doors provided for potential"code-plus"applications.Large Missile Evaluation Reports Impact(9 pound missile)and cycling tests conducted In accordance with FL15012 R2 AE Eval Rept s.pdf ANSI/DASMA 115,ASTM E1886 and ASTM E1996,Static tests conducted in FL15012 R2 AE FZiOi-10-01515s.pdf accordance with ASTM E330 and ANSI/DASMA 108.These are accepted test Created by Independent Third Party:Yes methods per 5th edition(2014)FBC Sections 1609 and 1715.See drawling FZ101- 10-91515 for pressures and widths+49.0/-56.7(psf)at 06'-00"through +44.7/-51.5(psf)at 10'-06" 5 of R a J-1 i MA 14 11.h^►nr e 4 3 2 1 Window Options: 10'-0"(see notes for other widths) 1/8" DSB 1/4" Tempered Glass D Optional Standard Lites 1/4" Polycarbonate P 7/16"Insulated Glass D 3B intermediate 4D (see window options) 2 hinge 1C 7/I6" Tempered Insulated Glass 2. g O Max daylight opening 39.3/8 x 12-1/2" top fixture flag bracket 4D — Uj 2 agg 5a end stile 7 door height o ' 1B 2 6-6"to T-o" 4 5 3 [tack 7-6"to 8'-0" 5 6 4 C C 3B bracket 2 8'-3"to 8'-9" 5 7 4 end hinge 9'-0"to 10'-6" 6 9 5 4A I Y-9"to 12'-3" 7 11 6 2 I Z-6"to 14'4" 8 13 7 bottom fixtttie 14'-3"to 15'-9" 9 15 8 16-0"to 1T-6" 10 17 9 3 A 42 I7-9"to 19-3" 11 19 10 2 strut attachment strut 19'-6"to 20-0" 12 21 11 B Track bracket quantities shown are for B use with grade 2 or betterspmce-pine-fir This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. (SPF)or southern pine jambs. Supporting structural elements to be designed by registered professional engineer for specified wind loads. If door is not electrically operated,a lock must be installed. f Maximum door helghth 20'-0" Maximum section height: 21" Supplemental Instructions contain details Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds, for doors up to 20'-0"high.These ate required in These exposure"B"wind speeds are for Thigh doors on 30'tall buildings, addition to this drawing for installation Always Width Desip I n Pressure Wind Speed Windows Center Stiles John E.Scates,P.E. use supplemental instructions in addition to this 17-08" 10.1 -11.4 s 105(mph) drawing during door installation YES 3 3121 Fairgate Drive pp 16-06" 11.5 13.0 s 113(mph) YES 3 Carrollton,Texas 75007n1s n1s 16'-00" 12.3 -13.9 s 116(mph) Florida P.E.#51737 1704-09-2015 YES 3 0 0 001 15'-00" 14.0 s -15.8 123(mph) YES 3 14'-00" 16.0 /-18.1 s 132(mph) YES 3 Models: 2241,2250,2251;4240,4241, A 12'-00" 21.8 -24.7 s 153(mph) YES 2 —1 4250,4251,5240,5241;5250,5251 A i PRO;; '00" 26.0 /-29.3 s 166 m h YES 2 +10.1/-11,4.5(psf)at I7'-08"through 110'-06" 285 32.2 s 174 mph YES 2 �� j g��j �� +31,4/-35.5(psf)at 10'-00" 10'-00" 31.4( 35,5 sf) 182(mph) YES 2 Il ll IJ ll Center stile quantity is minimum per section. C.H.I.Drawing: FZ&10-01315 Professional Engineer's seal provided only for verification of windload construction details page 1_of 2 4 3 14h, 2 1 i 4 3 2 1 Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity. The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. (.059)xtur galvanized steel top See jamb attachment details for more information about attaching amts to structure. flag bracket galvanized steel D fixture.Each fixture attached � gJ flag bracket fastened to 6,0 0 0 0 a& D with four 1/4"x 3/4"screws. 2"x 7/16"(nominal)stop molding to be secured with wood jamb with three minimum 8d nail or 2-1/2"long screw on 5"spacing. 5/16"x 1-5/8"wood lag push nut Stop molding not required when door is more than 1"wider than opening. screws. (.034)end stile nominal(.0185)galvanized steel minimum Flag bracket attached to horizontal track with two 1/4"x 5/8" I (.109)galvanized steel top track bolts and nuts. fixture. Each fixture attached C with two 1/4"x 3/4"screws. (.034)center stile 2"(min)x.045(min)-- Flag bracket attached to galvanized steel track vertical track with two 1/4" C x 5/8"track bolts and nuts. p push nut Or two 1/4"x 11/32"rivets. 9 — (.102)galvanized steel track End Hinge Intermediate Hinge G034)end stile O O � g bracket fastened to wood jamb galvanized steel fastened (.058)galvanized steel with one 5/16"x 1-5/8"wood o A to section with A fastened to section with lag screw per bracket. c four 1/4"x 3/4"screws. four 1/4"x 3/4"screws. Optional low head room top bracket ® 6 1 push nut 2-3/4" Each track bracket attached with B 2"(max.for.069 thick) 2-3/4" one 1/4"x 5/8"track bolt and nut. 4"(max.for.109 thick) Or two 1/4"x 11/32"rivets. B nominal 0 2"(min.) 10(min.)ball roller 3-1/2"(min.)stem John E.Scates,P.E. with nylon or steel tread. push nut 3" 3121 Fairgate Drive Carrollton,Texas 75007 Doo 1-7/8" r Florida P.E.4 51737 C G C �— tau (.102)galvanized steel bottom ID o 1/2" �0(1 ¢ nts bracket Each bracket attached uu 04.09-2015 with four red 1/4"x 3%4"screws. 040 50 ksi galvanized steel Models:2240,2241,2250,2251,4240,4241, A 3"strut attached with two 1/4"x 3/4" 4250,4251,5240,5241,5250,5251 screws per stile or hinge plate. A push nut (.109)galvanized steel bottom +10.1/-11.4(psf)at 17.08"thtvugh bracket Each bracket attached +31.4/-35.5(pst)at l0'-00" Vmy1 Aluminum extrusion with four red 1/4"x 3/4"screws. weatherstrip J C.H.I.Drawing: FZ6-10-01315 Optional low head room bottom bracket Professional Engineer's seal provided only for verification of wind load construction details Mae 2 of 2 4 3 Alk2 1 Anchor:ITW Tapcon or Tapcon LDTor Simpson Strwmg-Tie. keep each area clear of ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3 'long with washer that conforms to ANSI 1318.22.1 type B. any ba Sck jeneamb t rs ` I11V Ramset/Redhead Large 1)ianmeter Tapcon,3/4"diameter,minimum 4"long with washer that conforms to ANSI B1822.1 typel). auachmenfast —!- . /Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI BI8.22.1 type ILrm -y3"- Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that confos to ANSI 818.22.1 type& g- ® T When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header '(his chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fu(SPF)and southern pine(SP). See than for minimum washer diameter. Washer diameters in chart are based on use of Spmce Pine Fir.Washers maybe 100A smaller when Southern Pine is used. Ll See chart for minimum edge distance required Lowest anchor to be greater than the minimum edge distance up from the floor and less than 104nches final the floor, / FASTENER SPACING(Inches) 2500 psi concrete Filled CMU Simpson ITW Tapcon strong-Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) R241/4" 3/8"13/8 3/8"13/8" 14 f 17 sf 20 24 f 28 sf 32 lsf 36 f 40 sf 44 sf 48 f 53 sf S8 sf 63 sf 69 f 75 sf 81 sf 87 f 93 sf 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 11'4 9'-11 8`40 7'-11 7'-3 6'-7 6'-0 5'-6 5'-0 4'-7 4-3 3'-11 n a n a 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 7'-0 6'4 5'-10 5'4 4'-11 V-6 N-2 n a n a 20 24 24 24 16 26-6 21'-9 18'-6 15'-5 13'3 11'-7 SO'-3 9'3 8'-5 7'-0 7'-0 6'4 S'-10 54 4'-11 4'-6 4'-3 3'-11 18 24 22 24 16 28'-10 23'-9 20'-2 16'-30 14'-5 12'=7 11'.2 30'-1 W-2 8'-5 7'-7 6'-11 6'-5 5'-10 9'-4 4'-11 4'-7 4'4 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 W-10 13-10 12'4 11'-1 10'-1 9'-3 8'4 T-8 7'-0 6'-5 5'-11 5'-5 S'-1 4'-9 15 24 18 24 16 34-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'4 12'-0 10'-30 30'-0 9'-0 8'-3 7'-7 6'-11 61-4 5'-11 5'-6 5'-1 24 15 24 17 16 16 36'-3 29'-10 ZS'-421'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 74 6'-9 6'-3 5'-10 S'-5 Highest anchorinstalled at 22 13 24 16 1 16 8 n/a 32'-3 27'-S 22'-10 19'-7 17'-1 15'-2 13'-8 1 12'-5 11'-5 10'-4 W-5 8'-6 7'-11 T3 61A 6'-3 5'-10 least as high as door opening, 21 13 24 15 16 8 1 n/a 33'-10 28'-9 24'-0 20'-6 18'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-11 9'-1 1 8'4 7'-g 7'-1 6'-7 V-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 1 15'-8 14'-3 13'-0 1r-10 10'-9 9'-11 9'-1 8'4 7'-8 7'-2 6'-8 the headerand the floor. 16 10 24 12 16 B n/a n/a 36'-0 30'-0 2S'-B 22'-6 20'-0 18'-0 16'-4 7S'-0 13'-7 12'-4 11'-5 10'-S 9'-7 B'-10 813 7'-8 16 10 24 11 6 6 n a n a n/a 31'-9 27'4 23'-9 21'-2 19'-0 17.3 15'-10 14'4 13'-1 12'-1 11'-0 10-1 9'4 8'A 8'-2 14 8 24 10 8 8 n/o n/a n/a 35'-9 30'-8 26'-10 Z3'-10 21'-5 19-6 17.10 16'-2 14'-9 13'-7 12'-5 11'-5 30'-7 9'-10 9'-2 . 12rn/a 20 9 8 8 n a n a n a n a n a 30'-11 27'-5 24'-8 22'.5 20'-7 18'-6 17'-0 is'-a 14'4 13'-2 12'-2 11'4 10'-7 2x6 sWctuml grade lumber. 11 20 8 8 8 n/a n/a n/a n/a n/a 31'-30 28'-3 25-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11--8.10-41 May be counterbored up to 318"deep 10 17 7 8 n/a n/a n a n/a n a lata n/a 32'-o 28'-9 26'-2 24'-0 21'-8 19'-10 16'-3 16'-8 15'4 14'-2 13'-2 IX-4 at each anchor location toprovide a 9 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 Z21-0 2D'-3 18'-6 17'-0 15'-9 14'-8 13'-9 flush mounting surface. 8 13 6 n/a n a n/a n a n/a n/a n/a n n/a n a n/a 30'-il 26'-0 25'-7 23-6 21'-6 19'-9 18'3 17'-0 15'-11 n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a a n/a n/a n/a n/a 32'4 29'-7 27'-3 24'-10 22'-10 21'-2 19'-6 38'-5 2500 psi concrete Filled CMU 14Psf 17z 20psf 24psP 28psf 32pef 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 7$psf 81psf 87psf 93psf Fust anchor to start at no more than ITW Tapcon ITW LOT 'I1enWeds"'DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) half the fasteterspacing distance and Ho All no less than the minimum edge distance. 4" 1/4- F8- 3 3 8" 3 8" FASTENER DIAMETER 1,75" 1.75" 2.75" 2.66"EMBEDMENTtENGiH o 1-1 8 7 8" 1.1/8 1.1/8 WASHER DIAMETER2-1/2 2-112' 4" 4" EDGE DISTANCE `eo/ Supporting structural elemerm shall be designed by a registered 5D80 3190 4800 3400 FASTENER LOAD CAPAUTY �♦ p• w9�s// professional engineer for wind loads in addition to other loads. ♦♦ ��.•••• "'(� // This drawing does not address tho jambhvall design,but only door `� ®••V\�+�N+�� altachmcnlJamb/waRconslructnnisshownonlyforilhutralbn ! I / purposes The build'mgdesignerisresponsible for ensuring that the -VOIDq'*VOIDX'*VOID i Jomtt/ivoRissutTnbnttocanythe door live and static bads This �„ drawing does not address the spring pad connections.Registered DOCUMENT HAS BEEN ALTERED profess{anal enghKq may approved an alternstivo deign. Manufacturer's installation instructions must be followed. �'e�/®)i}x IJOID°��/OiD .: Maximum pa spacing shown In chart. John E.Scates,P.E. i' . v••• — - . ` (� �� Scat E none Lesser spacing may be used to avoid interference with door hardware o•f1 s II j X121 Fairgate Drive i EEL O(]0� DATE and or fastening system,but not less than 6". �/��(►•. Q�:• ♦ ♦ 2-18-2015 Carrollton,Texas 75007 / �LORi (� Load per jamb a 0.5 x door width x max positive pressure x door height. Florida P.E.#51737 ///�� ""••�� \♦� minimum block walls pi grout o complycwith oncrete ST n 90. CMU. TXPE 56308,F-2203 ////��I `1e�� Back Jamb Attachment Detail Use Concrete Anchors CMU fastener spacing distance may vary+/-I". J Professional Engineer's seal provided only for verification of windload construction details. CHI.Drawing: BJA*101 RCV.-07