93 Garden Ct, RES22-0253 FL 17096.7_CHI Garage Door Combined 2560 King Arthur Blvd Ste 124-54
Lewisville TX 75056 John E. Scates, Professional Engineer office (972) 492-9500
September 28, 2021
C.H.I. Overhead Doors
1485 Sunrise Dr.
Arthur, IL 61911
Re: FL 17096
Evaluation Report for Residential Sandwich Doors
Models Skyline, Planks, Shaker
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 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 on the impact
drawings.
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.
Drawings
These products are for static pressure only:
Z3-10-12316 09'-08" through 12'-00"
Z3-18-12316 16'-08" through 22'-06"
Z4-09-12316 06'-00" through 09'-06"
Z5-12-12316 11'-06" through 17'-02"
Z5-18-12316 16'-04" through 22'-00"
Z6-16-12316 13'-06" through 16'-10"
Z7-10-12316 06'-00" through 11'-04"
Z8-18-12316 17'-04" through 24'-00"
Z9-12-12316 11'-00" through 13'-10"
Z9-16-12316 11'-04" through 17'-02"
RES22-0253
FL 17096
2 Z9-18-12316 14'-00" through 24'-00"
Z11-10-12316 10'-00" through 10'-10"
Z11-12-12316 11'-04" through 13'-04"
Z13-08-12316 06'-00" through 09'-10"
Z13-10-12316 06'-00" through 11'-06"
Z14-10-12316 06'-00" through 14'-00"
These products are for static and impact (windborne debris):
Z9i-16-12532 12'-00" through 16'-06"
Z7i-20-12532 14'-08" through 20'-00"
Z11i-10-12532 10'-00" through 10'-02"
Z11i-09-12532 06'-00" through 09'-10"
Z12i-10-12532 09'-04" through 10'-02"
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.
Test Reports
Static Tests:
ATI B5157.01-602-44
ATI 78895.01-602-47
ATI 78616.01-602-47
ATI 78618.01-602-47
ATI 78622.01-602-47
ATI 78623.01-602-47
ATI 78624.01-602-47
ATI 78625.01-602-47
ATI 79099.01-602-47
ATI 79101.01-602-47
ATI 79103.01-602-47
ATI 79320.02-602-47
ATI 79634.01-602-47
ATI 79635.01-602-47
ATI 79636.01-602-47
ATI 81972.01-602-47
ATI 81992.01-602-47
ATI 81994.01-602-47
ATI 81996.01-602-47
ATI 82001.01-602-47
ATI 81973.01-602-47
ATLNC 0211.02-20
ATLNC 0211.03-20
Impact tests:
ATI 97303.01-602-44
ATI 97306.01-602-44
Additional reports from American Test Lab (ATLNC) (alternate impact window):
ATLNC 0204.02-20
ATLNC 0205.02-20
FL 17096
3 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 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 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) or 38” x 10-1/4" (with 28 rivets).
FL 17096
4 Installation Instructions
The drawings provide installation instructions peculiar to windload reinforcement
These drawings highlight the unique construction details related to windload reinforcement.
They do not represent the complete construction details. In some instances, C.H.I. Overhead
Doors may provide additional hardware, such as double end hinges, that must be used even if
not part of the windload reinforcement package.
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 17096
5 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. A "P" in the model indicates that a painted
exterior "plank" appearance is also available.
These door model variations are approved for each family of the drawings:
Polystyrene models:
2127, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with short panel windows
2147, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with long panel windows
2157, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with oversized windows
2327, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with short panel windows
2347, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with long panel windows
2357, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with oversized windows
Polyurethane models:
2128, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with short panel windows
2148, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with long panel windows
2158, insulated double skin door- 27ga / 27ga skins, Skyline FLUSH with oversized windows
2328, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with short panel windows
2348, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with long panel windows
2358, insulated double skin door- 27ga / 27ga skins, Planks micro-grooved with oversized windows
2518, insulated double skin door- 27ga / 27ga skins, Shaker emboss with oversized windows
FL 17096
6 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" requirement determined for a specific installation
or locale.
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by John E Scates
Date: 2021.09.28 10:41:41 -05'00'
NGCUVCUJKIJCUFQQTQRGPKPI*KIJGUVCPEJQTKPUVCNNGFCV#PEJQTUVQDGGXGPN[URCEGFDGVYGGPVJGJGCFGTCPFVJGHNQQTZ5QWVJGTP2KPG5VTWEVWTCNITCFGNWODGT/C[DGEQWPVGTDQTGFWRVQFGGRCVGCEJCPEJQTNQECVKQPVQRTQXKFGCHNWUJOQWPVKPIUWTHCEGJGCFGTMGGRGCEJCTGCENGCTQHCP[DCEMLCODCVVCEJOGPVHCUVGPGTU(KTUVCPEJQTNQECVGFCVPQOQTGVJCPCDQXGHNQQTDWVPQNGUUVJCPVJGOKPKOWOGFIGFKUVCPEG9JGPCRRN[KPIDCEMLCODUQXGTFT[YCNNQTQVJGTPQPÄUVTWEVTWCNYCNNEQXGTKPIWUGNQPIGTHCUVGPGTUVQKPUWTGOKPKOWOGODGFOGPVTGSWKTGF6JKUEJCTVCRRNKGUVQYQQFURGEKGUYKVJURGEKHKEITCXKV[QH
5QWVJGTP2KPG QTDGVVGT'CEJCPEJQTTGSWKTGUCÄFKCOGVGTYCUJGTVJCVEQORNKGUYKVJ#05+$V[RG$$CEM,COD#VVCEJOGPV&GVCKN%QPETGVG#PEJQTUPQPG&81'*'4#&4115%*+ &TCYKPI $,#Ä4ÄÄ/CPWHCEVWTGTUKPUVCNNCVKQPKPUVTWEVKQPUOWUVDGHQNNQYGF/CZKOWOURCEKPIUJQYPKPEJCTV.GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTGCPFQTHCUVGPKPIU[UVGODWVPQVNGUUVJCP.QCFRGTLCOD ZFQQTYKFVJZOCURQUKVKXGRTGUUWTGZFQQTJGKIJV%/7DNQEMYCNNUUJCNNEQORN[YKVJ#56/%7UGOKPKOWO25+ITQWVQTEQPETGVGYJGPHKNNKPI%/7(CUVGPGTURCEKPIFKUVCPEGOC[XCT[
Ä5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU6JKUFTCYKPIFQGUPQVCFFTGUUVJGLCODYCNNFGUKIPDWVQPN[FQQTCVVCEJOGPV,CODYCNNEQPUVTWEVKQPKUUJQYPQPN[HQTKNNWUVTCVKQPRWTRQUGU6JGDWKNFKPIFGUKIPGTKUTGURQPUKDNGHQTGPUWTKPIVJCVVJGLCODYCNNKUUWHHKEKGPVVQECTT[VJGFQQTNKXGCPFUVCVKENQCFU6JKUFTCYKPIFQGUPQVCFFTGUUVJGURTKPIRCFEQPPGEVKQPU4GIKUVGTGFRTQHGUUKQPCNGPIKPGGTOC[CRRTQXGFCPCNVGTPCVKXGFGUKIP,QJP'5ECVGU2' -KPI#TVJWT5VGÄ .GYKUXKNNG6: (NQTKFC2' 6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNUPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:30:02 -05'00'
NGCUVCUJKIJCUFQQTQRGPKPI*KIJGUVCPEJQTKPUVCNNGFCV#PEJQTUVQDGGXGPN[URCEGFDGVYGGPVJGJGCFGTCPFVJGHNQQTZ5QWVJGTP2KPGUVTWEVWTCNITCFGNWODGT/C[DGEQWPVGTDQTGFWRVQFGGRCVGCEJCPEJQTNQECVKQPVQRTQXKFGCHNWUJOQWPVKPIUWTHCEG(KTUVCPEJQTNQECVGFCVPQOQTGVJCPKPEJGUCDQXGVJGHNQQTCPFPQNGUUVJCPVJGOKPKOWOGFIGFKUVCPEGJGCFGTMGGRGCEJCTGCENGCTQHCP[DCEMLCODCVVCEJOGPVHCUVGPGTU#66#%*/'061(Z5176*'402+0',#/$#66#%*/'061(Z5176*'402+0',#/$105*'#6*+0)Z.#)5%4'955*'#6*+0)/+0/+05*'#6*+0)Ä/+0Ä/+0/+0/+0Z.#)5%4'95Ä/+0Ä/+0$CEM,COD#VVCEJOGPV&GVCKN.CI5ETGYPQPG&81'*'4# &41 15ÄÄ%*+ &TCYKPI $,#Ä4,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU2TGÄFTKNNFKCOGVGTRKNQVJQNGUHQTNCIUETGYKPUGTVKQPÄOKPKOWONCIUETGYGFIGFKUVCPEGTGSWKTGFQPZ9CUJGT ÄOKPKOWOQWVUKFGFKCOGVGTOWUVEQPHQTOVQ#05+$V[RG#.CIUETGY FKCOGVGTZOKPKOWONQPI OWUVEQPHQTOVQ#05+#5/'$5RTWEGÄ2KPGÄ(KT
52( URGEKHKEITCXKV[ 5QWVJGTP2KPG
52 URGEKHKEITCXKV[ 9JGPCRRN[KPIDCEMLCODUQXGTFT[YCNNQTQVJGTPQPUVTWEVWTCNYCNNEQXGTKPIWUGNQPIGTNCIUUETGYUVQKPUWTGÄOKPKOWOGODGFOGPVTGSWKTGF7UG5QWVJGTP2KPGVCDNGQPN[KHDQVJUVTWEVWTGCPFLCODCTG5QWVJGTP2KPG7UG
52( VCDNGKHVJGUVTWEVWTGKU5RTWEGÄ2KPGÄ(KTQTWPMPQYPLCODUOWUVCNYC[UDG5QWVJGTP2KPG6JGUGEJCTVUFQPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the building#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU.GUUGTURCEKPIOC[DGWUGFVQCXQKFKPVGTHGTGPEGYKVJFQQTJCTFYCTGCPFQTHCUVGPKPIU[UVGO/CZKOWOURCEKPIUJQYPKPEJCTV/CZKOWONQCFRGTLCOD Z
FQQTJGKIJV Z
FQQTYKFVJ Z
OCZKOWORQUKVKXGRTGUUWTG Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:29:01 -05'00'
&81'*'4#&41 155VGGN#VVCEJOGPV&GVCKNPQPG%*+ &TCYKPI $,#Ä49CUJGT 1&OKPKOWO OWUVEQPHQTOVQ#05+$V[RG#5ETGY FKCZUGNHVCRRKPIUETGY OWUVEQPHQTOVQ#05+#5/'$(KNNGVYGNFUVQJCXGCUVTCKIJVQTEQPXGZHCEGUWTHCEG9GNFURGTHQTOGFD[C%GTVKHKGF9GNFGTQTKPURGEVGFD[C%GTVKHKGF9GNFKPI+PURGEVQTVQXGTKH[KPVGITKV[QHYGNFU.QECVGYGNFUKPUCOGNQECVKQPCULCODDTCEMGVUQPFQQTFTCYKPI6CEMYGNFVQGQHCPINGCVUCOGURCEKPIVQRTGXGPVTQVCVKQPQHVTCEMCPING7UGCNNPGEGUUCT[RTGECWVKQPUYJGPYGNFKPIICNXCPK\GFUVGGN%TCEMUCPFDNGOKUJGUUJCNNDGITQWPFVQCUOQQVJEQPVQWTCPFEJGEMGFVQGPUWTGUQWPFPGUUZNQPIHKNNGVYGNF
'::'NGEVTQFGU/KP 9GNFVQDGNQECVGFXGTVKECNN[QPJGGNQHCPINGCPFVQGQHCPINGCVUCOGNQECVKQPUCULCODDTCEMGVUQPFQQTFTCYKPI5GNHVCRRKPIUETGYU
YKVJUVGGN 4GXGTUG#PING1PN[ZHKNNGVYGNFUICWIGQTUVGGN,CODU CNNQYCDNGNQCFRGTYGNF NDU#FFJQNGUVQEQPVKPWQWUCPINGCUTGSWKTGFVQUCVKUH[HCUVGPGTSWCPVKV[6JKUFQEWOGPVFQGUPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the building#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFUThis drawing does not address the jamb/wall design, but only doorattachment. Jamb/wall construction is shown only for illustrationpurposes. The building designer is responsible for ensuring thatthe jamb/wall is sufficient to carry the door live and static loads.6JKUFQEWOGPVFQGUPQVCFFTGUUURTKPIRCFEQPPGEVKQPUto the buildingLowest fastener to be within 10-inches of the floor/KPKOWOQHYGNFURGTLCODCNNQYGFÄÄZNQPIHKNNGVYGNF
'::'NGEVTQFGU/KP 9GNFVQDGNQECVGFXGTVKECNN[QPJGGNQHCPINGCPFVQGQHCPINGCVUCOGNQECVKQPUCULCODDTCEMGVUQPFQQTFTCYKPI(QT´LCODUNQECVGUETGYUCUUJQYPQPFQQTFTCYKPI(QTICLCODUWUG
UETGYUCVGCEJNQECVKQPUJQYPQPFQQTFTCYKPI$TCEMGV/QWPVQT.GI1WV#PING4GXGTUG#PING,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(Ä2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNUPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:28:10 -05'00'
/+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# &41 15#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$QNV
/KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI%/7DNQEMYCNNUUJCNNEQORN[YKVJ#56/%ÄCPFUJCNNDGHKNNGFYKVJOKPKOWORUKITQWVQTEQPETGVG.QCFRGTLCOD ZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV*KNVK-YKM$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.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:27:24 -05'00'
/+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# &41 15#VVCEJOGPV&GVCKNPQPG%*+ &TCYKPI $,#Ä4#NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFUThis drawing does not address the jamb/wall design, but only doorattachment. Jamb/wall construction is shown only for illustrationpurposes. The building designer is responsible for ensuring thatthe jamb/wall is sufficient to carry the door live and static loads.%QPETGVG9CNNÄÄ6CREQP
2.75 /KPKOWO'ODGFOGPV/KPKOWO'FIG&KUVCPEG/KPKOWOURCEKPI%QPETGVGYCNNUUJCNNDGOKPKOWORUKEQPETGVGCPFQHUWHHKEKGPVUVTGPIVJVQTGUKUVNQCFU.QCFRGTLCOD ZFQQTYKFVJZOCZRQUKVKXGRTGUUWTGZFQQTJGKIJV*KNVK-YKM$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.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:26:27 -05'00'
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# &41 15,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6:(NQTKFC2'6:2'(ÄÄÄ%*+ &TCYKPI $,#Ä4OKPKOWONCIUETGYGFIGFKUVCPEGTGSWKTGF.CIUETGYUOWUVEQPHQTOVQ#05+#5/'$ WUGFKCOGVGTZÄOKPKOWONQPIYJGPOQWPVKPIFKTGEVN[VQZUQWVJGTPRKPGLCODUNQPIGTNCIUETGYUTGSWKTGFYJGPOQWPVKPIVJTQWIJYQQFCPFFT[YCNNQTFKTGEVN[VQURTWEGÄRKPGÄHKT #NVGTPCVKXGFGUKIPOC[DGCRRTQXGFD[CNKEGPUGFRTQHGUUKQPCNGPIKPGGT5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CNKEGPUGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUKPCFFKVKQPVQQVJGTNQCFU/CZKOWONQCFRGTLCOD Z
FQQTJGKIJV Z
FQQTYKFVJ Z
OCZKOWORQUKVKXGRTGUUWTG ÄOKPKOWONCIUETGYGODGFOGPVKPVQUQWVJGTPRKPG.CIUETGYUOWUVDGUGCVGFKPHWNNJGKIJVHTCOGOGODGTU6JGUWKVCDKNKV[QHVJGUVTWEVWTCNDWKNFKPIEQORQPGPVUOWUVDGXGTKHKGFD[VJGGPIKPGGTQHTGEQTFHQTVJGDWKNFKPI6QCXQKFURNKVVKPIYQQFFTKNNRKNQVJQNGUYKVJUK\GFFTKNNDKV4GHGTVQFQQTFTCYKPIKPUVCNNCVKQPKPUVTWEVKQPUHQTDTCEMGVURCEKPI(QTFQQTLCODUUVTWEVWTCNUQWVJGTPRKPG
52 URGEKHKEITCXKV[ QTDGVVGT URTWEGÄRKPGÄHKT
52( URGEKHKEITCXKV[ QTDGVVGT2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNUÄOKPKOWONCIUETGYGODGFOGPVKPVQURTWEGÄRKPGÄHKTPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.Digitally signed by John E Scates Date: 2021.09.25 13:25:46 -05'00'
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 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.
When using stop molding, secure molding with minimum 8d nails or 2-1/2" long screws.
%QR[TKIJV%*+1XGTJGCF&QQTU5WRRNGOGPVCNA9KPFA.QCFA+PUVTWEVKQPUA5CPFYKEJ
2TQHGUUKQPCN'PIKPGGTUUGCN
RTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU
Supplemental Wind Load Instructions
Sandwich Doors: Skyline, Planks
,QJP'5ECVGU2'
-KPI#TVJWT5VGÄ
.GYKUXKNNG6GZCU6:2'(Ä
(NQTKFC2'
2CIGQHPrinted copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Digitally signed by John E Scates
Date: 2021.09.28 11:11:15 -05'00'
%QOOGTEKCN
$QVVQO(KZVWTG
4GUKFGPVKCN
$QVVQO(KZVWTG
5VTWVCDQXGDQVVQOHKZVWTG
5VTWV
5VTWVQPVQRQHDQVVQOHKZVWTG
5VTWV
5VTWV
5VTWVQPDQVVQOJCNHQHJKPIG
&GVCKN#
'PF*KPIG
5VTWV
#FFKVKQPCN5VTWVDGNQYJKPIG
'PF*KPIG
'PF*KPIG
QT
$QVVQO(KZVWTG
'PF*KPIG
5VTWVKPEGPVGTQHUGEVKQP
5VTWV
6QR(KZVWTG
5VTWVCDQXGVQRHKZVWTG
5VTWV
'PF*KPIG
5VTWVCDQXGJKPIG
'PF*KPIG
5VTWV
5VTWVQPVQRJCNHQHJKPIG
5VTWV
5VTWVQPVQRQHDQVVQOHKZVWTG
$QVVQO(KZVWTG
5VTWV
(QT7UG9KVJ&TCYKPI0WODGT
<ÄÄ
&QQT*GKIJV
ÄVQÄ ÄVQÄ ÄVQÄ ÄVQÄ ÄVQÄ ÄVQÄ ÄVQÄ ÄVQÄÄVQÄ5GEVKQP
0WODGT
0#
0#
0#
0#
0#
0#
0#
0#0#
0#
0#
0#
0#
0#
0#
0#0#
0#0#
0#0#
0#
0#
0#0#
0#
0#
0#
0#0#
0#
0#
0#
0#
0#
0#
CV&GVCKN#
1RVKQPCN
CV&GVCKN$
/18'56476561%'06'4.+0'
1(56+.'
5VTWV2NCEGOGPV
2WUJ0WV&GVCKN
WUGQPCNNTQNNGTU
2WUJPWV 5NKFGTQNNGTKPVQHKZVWTGCPFVCRRWUJPWVQPVQTQNNGTUVGOWUKPICUQEMGVCPFJCOOGT.GCXGCP
VQURCEGDGVYGGPRWUJPWVCPFHKZVWTG
WUG+&QPDQVVQOHKZVWTGTQNNGTUVGO
WUG+&QPGPFJKPIGCPFVQRHKZVWTGTQNNGTUVGOU
6TCEMDTCEMGVURCEKPIUJQYPHQTFQQTUWRVQHQWTUGEVKQPUJKIJ#FFKVKQPCN
FQQTUGEVKQPUOC[DGCFFGFHQTOCZKOWOFQQTJGKIJVFGRKEVGFQPNKPG
FTCYKPI6TCEMDTCEMGVUOWUVDGCFFGF
RGTVTCEM HQTGCEJUGEVKQPCPF
URCEGFCVCFKUVCPEGPQVITGCVGTVJCPVJGEQTTGURQPFKPIUGEVKQPJGKIJV
UGG
NKPGFTCYKPIHQTTGSWKTGFSWCPVKVKGU
6TCEM$TCEMGV5RCEKPI
5VTWV
5VTWVDGNQYJKPIG
'PF*KPIG
#
%
$
#
&
$
&Q0QV'ZEGGF
%
&
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN$
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
CV&GVCKN#
1RVKQPCN
1RVKQPCN
1RVKQPCN
1RVKQPCN
1RVKQPCN
1RVKQPCN
1RVKQPCN
1RVKQPCN
ÄVQNGTCPEG
2CIGQH
5VTWVU
+PVGTOGFKCVG*KPIG
1RVKQPCN.KVGU
&GVCKN#&GVCKN$
5VTWV2NCEGOGPV&GVCKN
(QT7UG9KVJ&TCYKPI0WODGT
<ÄÄ<ÄÄ
#
$
5VTWV
5VTWV
5VTWV
'PF*KPIG
5VTWVCDQXGJKPIG
5VTWV
5VTWVDGNQYJKPIG
'PF*KPIG
1RVKQPCNVQRUVTWV
PQVTGSWKTGFYJGP
YKPFQYUCTGCDUGPV
5VTWV
6QR(KZVWTG
5VTWVCDQXGVQRHKZVWTG
1RVKQPCNVQRUVTWVPQVTGSWKTGF
YJGPYKPFQYUCTGCDUGPV
2CIGQH
&(NCI$TCEMGV6TCEM$TCEMGV%1RVKQPCN9KPFQYU
UGG)NC\KPI1RVKQPU &$#6QR(KZVWTG'PF*KPIG$QVVQO(KZVWTG'PF5VKNG&$+PVGTOGFKCVG*KPIG#5VTWVÄYKFVJUJQYP
UGGPQVGUHQTQVJGTYKFVJU 1RVKQPCNVQRUVTWVPQVTGSWKTGFYJGPYKPFQYUCTGCDUGPVPVU511' 4 * ' # & &418%*+ &TCYKPI <ÄÄRCIGQHÄÄ6TCEMDTCEMGVSWCPVKVKGUUJQYPCTGHQTWUGYKVJITCFGQTDGVVGT5QWVJGTP;GNNQY2KPG4GHGTVQ,COD#VVCEJOGPV&GVCKNUWRRNGOGPVCNKPUVTWEVKQPUHQTWUCIGQHCNVGTPCVGLCODOCVGTKCNU5WRRQTVKPIUVTWEVWTCNGNGOGPVUUJCNNDGFGUKIPGFD[CTGIKUVGTGFRTQHGUUKQPCNGPIKPGGTHQTYKPFNQCFUUJQYPQPVJKUFTCYKPI+HFQQTKUPQVGNGEVTKECNN[QRGTCVGFCNQEMOWUVDGKPUVCNNGF/QFGNU5GTKGU 5M[NKPG(NWUJ2NCPMU&%$#$%TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6GZCU6:2'(Ä(NQTKFC2')NC\KPI1RVKQPU ÄZÄ&.1&5$QTRQN[ECTDQPCVG6GORGTGF)NCUU+PUWNCVGF)NCUUYKVJQRVKQPHQT6GORGTGF%QORNKGUYKVJ+$%+4%6GUVGFRGT#05+/#/CZKOWOFQQTJGKIJV Ä)NC\KPICPFFQQTJCXGPQVDGGPVGUVGFHQTYKPFDQTPGFGDTKUÄVQÄ6TM$TMV
2GT5KFG
5VTWV3WCPVKV[
5GEVKQP
3WCPVKV[&QQT*GKIJVÄVQÄÄVQÄÄVQÄÄVQÄÄVQÄÄVQÄÄVQÄÄVQÄ
UVGGNGPFUVKNGRWUJPWV1RVKQPCN6QR(KZVWTG
ICNXCPK\GFUVGGNVQRHKZVWTGCVVCEJGFYKVJVYQZUETGYU$QVVQO$TCEMGV
ICNXCPK\GFUVGGNDQVVQODTCEMGVCVVCEJGFYKVJHQWTTGFZUETGYU#NWOKPWOGZVTWUKQPRWUJPWV8KP[NYGCVJGTUVTKR1RVKQPCN$QVVQO$TCEMGV
ICNXCPK\GFUVGGNDQVVQODTCEMGVCVVCEJGFYKVJHQWTTGFZUETGYUÄ
OKP UVGOPQOKPCN
OKP
OKP DCNNTQNNGTYKVJP[NQPQTUVGGNVKTGRWUJPWV+PVGTOGFKCVG*KPIG
ICNXCPK\GFUVGGNCVVCEJGFYKVJHQWTZUETGYU
OCZHQTVJKEM
OCZHQTVJKEM 5VTWVCPF5VTWV#VVCEJOGPV
MUKICNXCPK\GFUVGGNUVTWVCVVCEJGFYKVJVYQZUETGYURGTUVKNG(NCI$TCEMGV
ICNXCPK\GFUVGGNHNCIDTCEMGVCVVCEJGFVQYQQFLCODYKVJVJTGGZÄYQQFNCIUETGYUVQJQTK\QPVCNVTCEMYKVJVYQZVTCEMDQNVUCPFPWVUCPFVQXGTVKECNVTCEMYKVJVYQZVTCEMDQNVUCPFPWVU6TCEM$TCEMGV
ICNXCPK\GFUVGGNVTCEMDTCEMGVCVVCEJGFVQYQQFLCODYKVJQPGZÄYQQFNCIUETGYRGTDTCEMGVCPFCVVCEJGFVQXGTVKECNVTCEMYKVJQPGZVTCEMDQNVCPFPWVQTVYQZTKXGVURWUJPWV'PF*KPIGICNXCPK\GFUVGGNCVVCEJGFYKVJUKZZUETGYU&GVCKNUQPUQOGXKGYUOC[JCXGDGGPQOKVVGFHQTENCTKV[
OKP Z
OKP ICNXCPK\GFUVGGNVTCEM'PF5VKNG
UVGGNGPFUVKNGRWUJPWV6QR(KZVWTG
ICNXCPK\GFUVGGNVQRHKZVWTGCVVCEJGFYKVJHQWTZUETGYUPQOKPCN
ICNXCPK\GFUVGGNOKPKOWO
DCEMGTRNCVGCVGCEJUVKNGNQECVKQPZ
PQOKPCN UVQROQNFKPIVQDGCVVCEJGFYKVJOKPKOWOFPCKNQTÄNQPIUETGYQPURCEKPI5VQROQNFKPIPQVTGSWKTGFYJGPFQQTKUOQTGVJCPYKFGTVJCPQRGPKPI6JGXGTVKECNYQQFLCODHCUVGPGTUOC[DGEQWPVGTUWPMVQRTQXKFGCHNCVOQWPVKPIUWTHCEG5GGLCODCVVCEJOGPVFGVCKNUHQTOQTGKPHQTOCVKQPCDQWVCVVCEJKPILCODUVQUVTWEVWTG&%$#$%&#PVU511' 4 * ' # & &418,QJP'5ECVGU2'-KPI#TVJWT5VGÄ.GYKUXKNNG6GZCU6:2'(Ä(NQTKFC2'2TQHGUUKQPCN'PIKPGGTUUGCNRTQXKFGFQPN[HQTXGTKHKECVKQPQHYKPFNQCFEQPUVTWEVKQPFGVCKNU%*+ &TCYKPI <ÄÄRCIGQHÄÄ/QFGNU5GTKGU 5M[NKPG(NWUJ2NCPMU