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Home My WebLink AboutAPPROVED FL 15012.178/26/2021 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPqc%2bh1d1GcB6FNEuJraPOT175Yf4A2wLUQ%3d%3d 1/5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Application Detail FL #FL15012-R8 Application Type Revision Code Version 2020 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 windloadengineering@chiohd.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 Report John E. Scates Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence FL15012_R8_COI_Cert_of_Ind_Scates_2020_CHI_s.pdf Referenced Standard and Year (of Standard)Standard Year ANSI/DASMA 108 2017 ANSI/DASMA 115 2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 8/26/2021 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPqc%2bh1d1GcB6FNEuJraPOT175Yf4A2wLUQ%3d%3d 4/5 15012.13 15012.13 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 6'-00" through 10'-06" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sectional doors provided for wind load and impact applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z10i-10-01508_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.14 15012.14 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 11'-00" through 16'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for wind load applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z3-16-01307_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.15 15012.15 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 13'-00" through 16'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for wind load applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z3-16-013L7_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.16 15012.16 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 11'-00" through 16'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for wind load applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z4-16-01307_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.17 15012.17 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 10'-07" through 16'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Sectional doors provided for wind load and impact applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z4i-16-01508_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.18 15012.18 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 11'-00" through 16'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Sectional doors provided for wind load applications. Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf FL15012_R8_II_Z5-16-01307_s.pdf Verified By: John E. Scates, P.E. FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL15012_R8_AE_FL15012 Eval_Rept_pan_s.pdf Created by Independent Third Party: Yes 15012.19 15012.19 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene insulation, for widths 11'-00" through 17'-00" see drawing for applicable pressures. Limits of Use Approved for use in HVHZ: No Installation Instructions FL15012_R8_II_JambAttachmentDetails_2020_s.pdf 2560 King Arthur Blvd Ste 124-54 Lewisville TX 75056 John E. Scates, Professional Engineer office (972) 492-9500 September 29, 2020 C.H.I. Overhead Doors 1485 Sunrise Dr. Arthur, IL 61911 Re: FL 15012-R8 Evaluation Report for Residential Pan Doors Models 2x4x, 2x5x, 4x4x, 4x5x, 52xx, 59xx 53xx family 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 7th Edition (2020) 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 some widths. 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 (ASD) specifications, not MPH. The conversion of MPH to PSF requires site-specific information that is unknown to the manufacturer. Drawings These products are for static pressure only: Z3-10-01307 Residential Pan 10'-00" wide @ +19.5 / -22.0 psf Z3-16-013L7 Residential Pan 16'-00" wide @ +18.7 / -20.8 psf Z3-16-01307 Residential Pan 16'-00" wide @ +18.7 / -20.8 psf Z3-18-01307 Residential Pan 18'-00" wide @ +18.7 / -20.8 psf Z4-09-013L7 Residential Pan 09'-00" wide @ +23.2 / -26.2 psf Z4-10-01307 Residential Pan 10'-00" wide @ +23.2 / -26.2 psf Z4-16-01307 Residential Pan 16'-00" wide @ +22.2 / -24.7 psf Z4-18-01307 Residential Pan 18'-00" wide @ +22.2 / -24.7 psf Z5-09-013L7 Residential Pan 09'-00" wide @ +27.3 / -30.8 psf FL 15012-R8 2 Z5-10-01307 Residential Pan 10'-00" wide @ +27.3 / -30.8 psf Z5-16-01307 Residential Pan 16'-00" wide @ +26.2 / -29.1 psf Z6-10-013L7 Residential Pan 10'-00" wide @ +31.4 / -35.5 psf Z6-10-01307 Residential Pan 10'-00" wide @ +31.4 / -35.5 psf Z6-16-013L7 Residential Pan 16'-00" wide @ +30.1 / -33.5 psf Z6-16-01307 Residential Pan 16'-00" wide @ +30.1 / -33.5 psf Z7-09-013L7 Residential Pan 09'-00" wide @ +36.0 / -40.6 psf Z7-16-01307 Residential Pan 16'-00" wide @ +34.5 / -38.4 psf Z7-18-01307 Residential Pan 18'-00" wide @ +34.5 / -38.4 psf Z8-10-01307 Residential Pan 10'-00" wide @ +38.3 / -43.5 psf Z8-16-01307 Residential Pan 16'-00" wide @ +39.5 / -44.4 psf Z8-18-01307 Residential Pan 18'-00" wide @ +39.5 / -44.4 psf Z9-09-013L7 Residential Pan 09'-00" wide @ +44.3 / -51.5 psf Z9-16-01307 Residential Pan 16'-00" wide @ +42.1 / -46.9 psf Z9-18-01307 Residential Pan 18'-00" wide @ +42.1 / -46.9 psf Z10-10-01307 Residential Pan 10'-00" wide @ +50.7 / -57.5 psf Z10-16-01307 Residential Pan 16'-00" wide @ +48.2 / -53.7 psf Z10-18-01307 Residential Pan 18'-00" wide @ +48.2 / -53.7 psf These products are for static and impact (windborne debris): Z4i-16-01508 Residential Pan 16'-00" wide @ 22.2 / -24.7 psf Z4i-18-01508 Residential Pan 18'-00" wide @ 22.2 / -24.7 psf Z6i-09-01508 Residential Pan 09'-00" wide @ +32.0 / -36.2 psf Z6i-16-01508 Residential Pan 16'-00" wide @ +30.6 / -34.1 psf Z6i-18-01508 Residential Pan 18'-00" wide @ +30.3 / -33.7 psf Z7i-18-01508 Residential Pan 18'-00" wide @ +34.5 / -38.4 psf thru 10'-07" wide @ +44.0 / -49.0 psf max psf Z8i-18-01508 Residential Pan 18'-00" wide @ +38.1 / -42.5 psf thru 15'-04" wide @ +44.0 / -49.0 psf max psf Z10i-10-01508 Residential Pan 10'-06" wide @ +44.7 / -51.5 psf thru 06'-00" wide @ +49.9 / -56.7 psf max psf 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. FL 15012-R8 3 Test Reports Tests for Static drawings: 9' wide ATI 75882.01-602-47 ATI 75884.01-602-47 ATI 75888.01-602-47 ATI 79082.02-602-47 ATI 86784.01-602-78 ATI 82008.01-602-47 10' wide ATI 75877.01-602-47 ATI 75880.01-602-47 ATI 75883.01-602-47 ATI 75885.01-602-47 ATI 75889.01-602-47 ATI 75893.01-602-47 ATI 82014.01-602-47 ATLNC 0211.01-20 10'-6" wide ATI 98398.01-602-44 16' wide ATI 76338.02-602-47 ATI 76339.01-602-47 ATI 76340.01-602-47 ATI 76341.01-602-47 ATI 76343.01-602-47 ATI 76344.01-602-47 ATI 76345.01-602-47 ATI 76346.01-602-47 ATI 82017.01-602.47 18' wide ATI 77052.01-602-47 ATI 77053.01-602-47 ATI 77056.01-602-47 ATI 77057.01-602-47 ATI 77058.01-602-47 ATI 77059.01-602-47 ATI 82008.01-602-47 ATI 82019.01-602-47 ATLNC 0212.01-20 Tests for Impact drawings: 9' wide ATI 86495.01-602-78 10' wide ATLNC 0203.02-20 10'-6" wide ATI 97308.01-602-44 16' wide ATI 86494.01-602-78 ATI 91665.03-602-18 18' wide ATI 86491.01-602-78 ATI 91667.03-602-18 ATI 97309.01-602-44 ATLNC 0205.01-20 FL 15012-R8 4 Test Facility & Procedures Tests were conducted at three facilities: • Architectural Testing of Schofield, WI at the Schofield location. • Architectural Testing using the accredited C.H.I. test facility in Arthur, IL. • American Test Lab, Inc., North (ATLNC) located in Brevard, NC. These test facilities/labs were accredited at the time of testing. Static pressure testing was conducted in accordance with ANSI/DASMA 108-02 and/or ANSI/DASMA 108-05 and ANSI/DASMA 108-17 (ATLNC) and ASTM E330-14 (ATLNC). The testing also complied with the requirements of ASTM E330-02 and ANSI/DASMA 108-2017. All of these standards are equivalent test procedures to meet the requirements of the FBC for garage doors. Large Missile impact and cycling tests were conducted in accordance with ANSI/DASMA 115-05 as well as ASTM E1886-05/E1996-09. ATLNC testing was per ANSI/DASMA 115-17. All testing also complied with the requirements of ANSI/DASMA 115-2017. These doors are not intended for the High Velocity Hurricane Zone (HVHZ). All test reports were signed by a Florida PE. 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. Glazing The impact drawings include an impact window option "by C.H.I". The full description of the as-tested product is abbreviated on the drawings since it is factory assembled. Details: 1/4" thick polycarbonate (Makrolon) riveted to the exterior face of the door using 3/16” bulbed rivets. The polycarbonate overlaps the exterior skin by 1-1/4" per side. The daylight opening is 16-3/4" x 10-1/4" (with 12 rivets). FL 15012-R8 5 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 loads generated during high wind events may be concentrated by these pads and damage the drywall. Therefore, C.H.I. Overhead Doors promotes the use of back jambs to effectively absorb and redistribute wind loads. The wood species of the 2x6 is specified as Southern Pine (aka Southern Yellow Pine) on the door drawings. 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 using Concrete Anchors BJA-102 using Lag Screws If mounting of the track directly to 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. These C.H.I. attachment drawings provide guidelines: BJA-103 Steel Attachment Detail BJA-104 CMU Filled Attachment Detail BJA-105 Concrete Attachment Detail BJA-106 Attachment Detail for Wood 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. FL 15012-R8 6 Model Descriptions 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: 2X4X models include: 2140 - Flush panel, 24 gage pan - uninsulated 2141 - Flush panel, 24 gage pan - insulated 2240 - 24 gage pan with standard emboss 2241 - 24 gage pan with standard emboss w/ insulation 2X5X models include: 2150 - Flush panel, 25 gage pan - uninsulated 2151 - Flush panel, 25 gage pan - insulated 2250 - 25 gage pan with standard emboss 2251 - 25 gage pan with standard emboss w/ insulation 2550 - Shaker panel emboss, 25 gage pan - uninsulated 2551 - Shaker panel emboss, 25 gage pan - insulated 4X4X models include: 4140 - Flush panel, 24 gage pan - uninsulated 4141 - Flush panel, 24 gage pan - insulated 4240 - Wide Ranch emboss, 24 gage pan - uninsulated 4241 - Wide Ranch emboss, 24 gage pan - insulated 4X5X models include: 4150 - Flush panel, 25 gage pan - uninsulated 4151 - Flush panel, 25 gage pan - insulated 4250 - Wide Ranch emboss, 25 gage pan - uninsulated 4251 - Wide Ranch emboss, 25 gage pan - insulated 52XX models include: 5240 - Carriage House emboss, 24 gage pan - uninsulated 5241 - Carriage House emboss, 24 gage pan - insulated 5250 - Carriage House emboss, 25 gage pan - uninsulated 5251 - Carriage House emboss, 25 gage pan - insulated 59XX models include: 5940 - Wide Carriage House emboss, 24 gage pan - uninsulated 5941 - Wide Carriage House emboss, 24 gage pan - insulated 5950 - Wide Carriage House emboss, 25 gage pan - uninsulated 5951 - Wide Carriage House emboss, 25 gage pan - insulated FL 15012-R8 7 Additional 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" requirements determined for a specific installation or locale. Low Headroom track may be used in lieu of the Standard Lift track. 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 vertical tracks must be engaged with a lock (right and left side), or alternately an electric drawbar operator attached to the door prior to the wind event. Certain doors have been tested to Large Missile Impact requirements of the wind-borne debris regions, designated with an "i" in the drawing name. In addition, steel doors not tested for wind-borne debris may qualify for use in wind-borne debris regions according the FBC if they do not contain glazing. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). John E. Scates, P.E. Florida PE # 51737 The digitally signed file is the original. Printed copies are not originals (just as copies of paper-signed documents are not originals). 9#40+0) %#76+10 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. Higher wind pressures and larger doors require additional reinforcement. Failure to follow basic installation steps and related safety information may result in injury or death. These supplemental instructions do not contain basic door installation steps and related safety information. 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 locking system must be installed if the door is not electrically operated. See drawing for stop molding requirements, when door is not more than 1" wider than opening. 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52URGEKHKEITCXKV[9JGPCRRN[KPIDCEMLCODUQXGTFT[YCNNQTQVJGTPQPUVTWEVWTCNYCNNEQXGTKPIWUGNQPIGTNCIUUETGYUVQKPUWTGÄOKPKOWOGODGFOGPVTGSWKTGF7UG5QWVJGTP2KPGVCDNGQPN[KHDQVJUVTWEVWTGCPFLCODCTG5QWVJGTP2KPG7UG 52(VCDNGKHVJGUVTWEVWTGKU5RTWEGÄ2KPGÄ(KTQTWPMPQYPZLCODUOWUVCNYC[UDG5QWVJGTP2KPG6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the building#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU.GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTGCPFQTHCUVGPKPIU[UVGO/CZKOWOURCEKPIUJQYPKPEJCTV/CZKOWONQCFRGTLCODZ FQQTJGKIJVZ FQQTYKFVJZ OCZKOWORQUKVKXGRTGUUWTG &81'*'4#&41155VGGN#VVCEJOGPV&GVCKNPQPG%*+&TCYKPI$,#Ä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to the building#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFUThis drawing does not address the jamb/wall design, but only doorattachment. Jamb/wall construction is shown only for illustrationpurposes. The building designer is responsible for ensuring thatthe jamb/wall is sufficient to carry the door live and static loads.6JKUFQEWOGPVFQGUPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the buildingLowest fastener to be within 10-inches of the floor/KPKOWOQHYGNFURGTLCODCNNQYGFÄÄZNQPIHKNNGVYGNF '::'NGEVTQFGU/KP9GNFVQDGNQECVGFXGTVKECNN[QPJGGNQHCPINGCPFVQGQHCPINGCVUCOGNQECVKQPUCULCODDTCEMGVUQPFQQTFTCYKPI(QT´LCODUNQECVGUETGYUCUUJQYPQPFQQTFTCYKPI(QTICLCODUWUG UETGYUCVGCEJNQECVKQPUJQYPQPFQQTFTCYKPI$TCEMGV/QWPVQT.GI1WV#PING4GXGTUG#PING,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU /+0+/7/'&)'&+56#0%'/+0+/7/'/$'&/'06/+0+/7/'&)'&+56#0%'/+0+/7/'/$'&/'06/+0+/7/:5247%'2+0'(+464#%-$4#%-'6/1706+0)574(#%'/756$'(7..;5722146'&&81'*'4#&4115#VVCEJOGPV&GVCKNPQPG%*+&TCYKPI$,#Ä4#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFUThis drawing does not address the jamb/wall design, but only doorattachment. Jamb/wall construction is shown only for illustrationpurposes. The building designer is responsible for ensuring thatthe jamb/wall is sufficient to carry the door live and static loads.%/7$NQEM9CNNÄÄ&G9#.65ETGYÄ$QNV /KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI%/7DNQEMYCNNUUJCNNEQORN[YKVJ#56/%ÄCPFUJCNNDGHKNNGFYKVJOKPKOWORUKITQWVQTEQPETGVG.QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV*KNVK-YKM$QNV/KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI*KNVK-YKM$QNVPQVCRRNKECDNGYJGPOKPKOWOVTCEMDTCEMGVURCEKPIKUNGUUVJCP+HGZRCPUKQPCPEJQTUCTGTGSWKTGFUGGYCNNDWEMOQWPVKPIKPUVTWEVKQP$,#Ä6JKUFQEWOGPVFQGUPQVCFFTGUUURTKPIRCFEQPPGEVKQPUVQVJGDWKNFKPILowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor./QXGVTCEMDTCEMGVUWRQTFQYPWRVQÄVQCXQKFKPUVCNNKPICPEJQTUKPVQITQWVNKPGU,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNULocate anchors as shown on door drawing. /+0+/7/'&)'&+56#0%'/+0+/7/'/$'&/'06/+0+/7/'&)'&+56#0%'/+0+/7/'/$'&/'06/+0+/7/:5247%'2+0'(+464#%-$4#%-'6/1706+0)574(#%'/756$'(7..;5722146'&&81'*'4#&4115#VVCEJOGPV&GVCKNPQPG%*+&TCYKPI$,#Ä4#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFUThis drawing does not address the jamb/wall design, but only doorattachment. Jamb/wall construction is shown only for illustrationpurposes. The building designer is responsible for ensuring thatthe jamb/wall is sufficient to carry the door live and static loads.%QPETGVG9CNNÄÄ6CREQP 2.75/KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI%QPETGVGYCNNUUJCNNDGOKPKOWORUKEQPETGVGCPFQHUWHHKEKGPVUVTGPIVJVQTGUKUVNQCFU.QCFRGTLCODZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV*KNVK-YKM$QNV/KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI*KNVK-YKM$QNVPQVCRRNKECDNGYJGPOKPKOWOVTCEMDTCEMGVURCEKPIKUNGUUVJCP+HGZRCPUKQPCPEJQTUCTGTGSWKTGFUGGYCNNDWEMOQWPVKPIKPUVTWEVKQP$,#Ä'CEJCPEJQTTGSWKTGUCOKPKOWO1&YCUJGTVJCVEQPHQTOUVQ#05+$V[RG#6JKUFQEWOGPVFQGUPQVCFFTGUUURTKPIRCFEQPPGEVKQPUVQVJGDWKNFKPILowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNULocate anchors as shown on door drawing. 64#%-$4#%-'6/1706+0)574(#%'/756$'(7..;5722146'&$;9#..567&5/+0&+#/'6'4.#)5%4'95/+064#%-$4#%-'6/1706+0)574(#%'/756$'(7..;5722146'&/+0&+#/'6'4.#)5%4'95&4;9#..5*'#6*+0)/+0ÄOKPHQTUQWVJGTPRKPGÄOKPHQTURTWEGRKPGHKT/+0+/7/:5247%'2+0'(+4&4;9#..5*'#6*+0)ÄOKPHQTUQWVJGTPRKPGÄOKPHQTURTWEGRKPGHKT6TCEM$TCEMGV#VVCEJOGPV&GVCKN9QQF,CODUPQPG&81'*'4#&4115,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(ÄÄÄ%*+&TCYKPI$,#Ä4OKPKOWONCIUETGYGFIGFKUVCPEGTGSWKTGF.CIUETGYUOWUVEQPHQTOVQ#05+#5/'$WUGFKCOGVGTZÄOKPKOWONQPIYJGPOQWPVKPIFKTGEVN[VQZUQWVJGTPRKPGLCODUNQPIGTNCIUETGYUTGSWKTGFYJGPOQWPVKPIVJTQWIJYQQFCPFFT[YCNNQTFKTGEVN[VQURTWEGÄRKPGÄHKT#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CNKEGPUGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CNKEGPUGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU/CZKOWONQCFRGTLCODZ FQQTJGKIJVZ FQQTYKFVJZ OCZKOWORQUKVKXGRTGUUWTGÄOKPKOWONCIUETGYGODGFOGPVKPVQUQWVJGTPRKPG.CIUETGYUOWUVDGUGCVGFKPHWNNJGKIJVHTCOGOGODGTU6JGUWKVCDKNKV[QHVJGUVTWEVWTCNDWKNFKPIEQORQPGPVUOWUVDGXGTKHKGFD[VJGGPIKPGGTQHTGEQTFHQTVJGDWKNFKPI6QCXQKFURNKVVKPIYQQFFTKNNRKNQVJQNGUYKVJUK\GFFTKNNDKV4GHGTVQFQQTFTCYKPIKPUVCNNCVKQPKPUVTWEVKQPUHQTDTCEMGVURCEKPI(QTFQQTLCODUUVTWEVWTCNUQWVJGTPRKPG 52URGEKHKEITCXKV[QTDGVVGTURTWEGÄRKPGÄHKT 52(URGEKHKEITCXKV[QTDGVVGT2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNUÄOKPKOWONCIUETGYGODGFOGPVKPVQURTWEGÄRKPGÄHKT