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1
<br />■
<br />EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
<br />PC P - 443-
<br />Produ ct Code (M AN F
<br />u taring ) � wi doors with Man fac
<br />ABLE- 7: Drawings s for
<br />T q
<br />--- r
<br />PSF des' load) 4 -5z (design l d + 6 6 ' x 16 0 C )
<br />v max. door size 16 2 / 9 104067-Re 2, ,
<br />104121-RevOl max. door size 9'0" x 16'0" +50/-58 PsF (design load)
<br />TABLE 8• Drawing for doors with Manufacturing Product Code (MPC) DSIE-1F471�,'
<br />104038-RevO2, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
<br />TABLE 9• Drawings for doors with Manufacturing Product Code (MPC) DSIU-1F171:
<br />104185-RevOl, max. door size 9'0" x 16'0", +48/--50 PsF (design load)
<br />104280-RevOl, max. door size 16'2" x 16'0", +46.6/-52 Psi= (design load)
<br />104281-RevOl, max. door size 18'2" x 16'0", +46/-50 PSF (design load)
<br />TABLE .10: Drawings for doors with Ma ufacturina Product Code MPC DSIU-11<479:
<br />104277-RevO2, max. door size 9 0 x 16 0', +54 -6OPSF (design load)
<br />104278�-RevO2, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
<br />TABLE 11: Drawings for doors with Manufacturing Product Code (MPC) C-DSIU-1F447:
<br />104112-RevOO, max: door size 16'2" x 18'0", +50/-56 PSF (design load)
<br />TABLE 12• Drawings for doors with Manufacturing Product Code (MPC) C-DSIU-1 D447;
<br />104245-Rev01, max. door size 12'2" x 18'0T1 +52/-58 PSF (design load)
<br />Test Reports:
<br />ATL 0428.01-09; ATL 1112,01-96, 0808.01-06, 0305.01-08; HETI 95-494, 95-496,
<br />ATL 0808,01-06; ATL 0924,02-02; ATL 0823.01-06; HETI 94-252, 94-254,
<br />ATL 0808.01-06; ATL 0827.01-04; ATL 1008,01-07; ATL 0606,01-05; ATL 0107.01-09;
<br />HETI 02-1267, 02-1268, ATL 1018.01-04; ATL 1018.01-04; ATL 0415,01-08;
<br />ATL 0331.01-08; ATL 1106.01-07; ATL-0128.01-08; ATL 0327.01-08; HETI 03-1358,
<br />03-1359; ATL 0610.01-08; ATL 1202,01-08, ATL 1210.01-08; ATL-0609.01-09;
<br />ATL 0415,01-08; HETI 03-1358, 03-1359; ATL 0606,01-•05; ATL 1106.01-07;
<br />ATL 051.2.01-09; ATL 0127.01-09,
<br />Product Description for doors with MPC PAN-2F153:
<br />These doors consist of 2" thick steel pan sections with min. 25 ga. (0,019")
<br />skins. The steel skin Is at least G40 DDS per ASTM A653. The maximum section height
<br />is 21". These doors may have optional Impact -Resistant Glazing in either- the top
<br />section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece
<br />injection -molded front frame and glazing. The following models are at least structurally
<br />equivalent to the tested door: 73, 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 48B,
<br />1500, 190, 55, 55S.
<br />Product Description for doors with MPC PAN-2-F143:
<br />These doors consist of 2" thick steel pan sections with min. 24 ga. (0,0239")
<br />Skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height
<br />is 21". These doors may have optional Impact -Resistant Glazing in either the top
<br />section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece
<br />injection -molded front frame and glazing. The following models are at least structurally
<br />equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B.
<br />PACE 2 or 5
<br />EVALUATION REPORT- FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - w9
<br />Product Description for doors with MPC DSIE-1F171:
<br />These
<br />doors o c nsist of 2" double -skin' insulated sections with an EPS core
<br />laminated
<br />t d to both skins. Both inner and outer skins are min. 27 ga. (0,016") G40 DDS
<br />per ASTM A653, The maximum section height is 21", The following models are at least
<br />Structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL,
<br />HDGF, 66, 66G, 67, 67G, 68, 68G, 6200, 6201, 6203, SP200, SF200, SE200,
<br />Product Description for doors with MPC DSlEO-1M479:
<br />These doors consist of a base 2" double -skin insulated section with an EPS core
<br />laminated to both skins. Decorative overlays are attached to the exterior skin, adding
<br />not more than 5/8" to the total thickness. Both inner and outer skins are min, 27 ga.
<br />(0.016") G40 CS Type B per ASTM A653, The maximum section height is 24". The
<br />following models are at least structurally equivalent to the tested door: CGnn, CPnn,
<br />HPnn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement of the decorative'
<br />overlays, The first digit will have a value from 1 to 3 and the second digit will have a
<br />value from i to 5.
<br />Product Description for doors with MPC C-DSIE-1F44
<br />These doors consist of 2" thick steel pan sections with min. 24 ga. (0,019")
<br />exterior and 27 ga, (0,016") interior skins. The. steel skin is at least G40 CS-B per
<br />ASTM A653. The maximum section height is 24". The following models are at least
<br />,structurally equivalent to the tested door: 3200, 3220, 240.
<br />Product Description for doors with MPC (_PAN-1E44n;.
<br />These doors consist of 2" thick steel pan doors with mir1. 24 ga. 10.022") outer
<br />skins. The steel skin is at least G40 CS-B per ASTM A653, 'The maximum section height
<br />is 24". The following models are at least structurally equivalent to the tested door: 524,
<br />5.20, 224, C4ST, COST.
<br />Product Description for doors with MPC PAN 2F443:
<br />These doors consist of 2" thick steel pan doors with min, 24 ga, (C.022") outer
<br />skins. The steel skin is at least C-40 DDS per ASTM A653. The maximum section height;
<br />is 24". The following models are at least structurally equivalent to the tested door:
<br />G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4, AR4S,
<br />Product Description for doors with MPC DSIE-1F471:
<br />These doors consist of 2" double -skin insulated sections with an EPS core
<br />laminated to both skins. Both inner and outer skins are min. 27 ga, (0.016") G40 DDS
<br />per ASTM A653, The maximum section height is 2.4", The following models are. at least
<br />structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2'-I", AR2SP,
<br />AR2LP, ED2SP, ED2LP.
<br />Product Description for doors with MPC_ PAN-ZF151:
<br />These doors consist of 2" thick steel pan doors with min. 25 ga. (0.019") outer
<br />skins. The steel skin is at least G40 DDS per ASTM A653, The maximum section height
<br />is 21". The following models are at least structurally equivalent to the tested door: 76.
<br />PAGE 3OF5
<br />FILE: CBPIZ111215-A-Doc
<br />8585 Duke Boulevard
<br />Mason. Ohio 45040-3101 USA
<br />BUILDING PRODUCTS (513) 770-4800 • Fax (513) 770-35
<br />December 15, 2011
<br />Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7
<br />through W9
<br />I have evaluated the wind load door designs as shown on the drawings listed below, I
<br />have reviewed the test reports, which were generated by accredited independent
<br />laboratories as required by 9N-3.005(4), the engineering rational analysis, and the
<br />product drawings. The test reports are listed below. Testing was conducted by
<br />American Test Lab North Carolina and Hurricane Engineering and Testing Inc,
<br />For the doors listed in the Tables below, Static Pressure Tests were conducted in
<br />accordance with TAS 202, ASTM-E330 and ANSI/DASMA 108. Missile Impact and Cyclic
<br />Pressure Tests were conducted in accordance with TAS 201 and TAS 203 and
<br />ANSI/DASMA. 115. The pressures listed on the drawings are either direct results of
<br />these tests or results obtained through engineering rational analysis based on actual
<br />tests. I have concluded that the door designs listed below in the Tables below are in
<br />compliance with the High Velocity Hurricane Zone test requirements of the 2010 Florida
<br />Building Code Sections 1715.5.3.1, 1625 and 1626 and therefore are qualified as
<br />impact -resistant assemblies.
<br />TABLE 1' Drawings for doors with Manufacturing Product Code (M IQ PAN-2F153:
<br />101702-Revl1, max. door size 9'0" x 16'0", +42/-48 PSF (design load)
<br />101309-Rev15, rnax, door size 16'2" x 16'0", +42/-48 PSF (design load)
<br />101296-Revl4, max. door size 9'0" x 16'0", +46/-50 PSF (design load)
<br />TABLE 2; Drawings for doors with Manufacturing Product Code (MPG), PAN-2F143:
<br />102621-RevO7, max. door size 18'2" x 16'0", +42/-46 PSF (design load)
<br />103287-RevO4, max. door size 9'0" x 16'0", +54/-62 PSF (design load)
<br />103547-RevO5, max. door size 9'0" x 16'0", +48/-54 PSF (design load)
<br />101300-Rev16, max. door size 16'2" x 111 +46.6/-52 PSF (desiqn load)
<br />101706-Revl3, max. door size 910" x 16'0", A-621-72 PSF (design -load)
<br />TABLE 3: Drawin s for doors with Manuf_acturin Product Code (MPC) DSIE-1F171:
<br />101703-Rev11, max. oor size 9'0" x 16'0 +48/-60 PSF (design load)
<br />101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PS (design load)
<br />103028-RevO8, max. door size 18'2" x 16'0", +46/-50 PSF (design load)
<br />TABLE 4• Drawings for doors with Manufacturinq Product Code (MPC-DSIEO-1M479:
<br />103436-Rev02, max. door size 9`0" x 16'0', +48/-60 PSF (design load)
<br />103560-RevO4, max, door size 16'2" x 16'0", +46.6/-52 PSF (design load)
<br />TABLE 5: Drawings for doors with Manufacturing Product Code MPC C-DSIE-iF447;
<br />101705-RevOB, max. door size 12'2" x 18'0"1 +52/-58 PSF (design load)
<br />TABLE 6: Drawings for doors with Manufacturinq Product Code (MPC) C-PAN-lE448:
<br />102645 RevO7, max. door size 12'2" x 1810", +50/-56 PSF (design load)
<br />103288-RevO3, max. door size 14'2" x 18'0", +50/-56 PSF (design load)
<br />PAGE 1 OF 5
<br />FILE: CBPC-111215-A,DOC
<br />FILE: CBPC__111215-A.DOC
<br />EVALUATION REPORT FOR CLOPAY BUILDING PRODUCiS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
<br />Product Description for doors with MPC DSIU-1F171:
<br />These doors consist of 2" double -skin insulated sections with polyurethane
<br />Insulation foamed in place between both skins, Both inner and outer skins are min. 27
<br />ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These
<br />doors may have optional Impact -Resistant Glazing in either the top section or the next -
<br />to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded
<br />front frame and glazing. The following models are at least structurally equivalent to the
<br />tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200,
<br />9201, 9203.
<br />Product Description for doors with MPC DSIUO-1K479;
<br />These doors consist of a base 2" double -skin insulated section with polyurethane
<br />insulation foamed in place between both skins. Decorative overlays and optional
<br />cladding are attached to the exterior skin, adding not more than 1" to the total
<br />thickness. Both inner and outer skins are min, 27 ga. (0.016") G40 CS Type B per
<br />ASTM A653, The maximum section height is 24". The following models are at least
<br />structurally equivalent to the tested door: CAN2nn, CAN2nn-N, BRK2nn, BRK2nn-N.
<br />Note that'nn' represents the arrangement of the decorative overlays. The first digit will
<br />have a value from 1 to 3 and the second digit will have a value from 1 to 8.
<br />Product Description for doors with MPC CDSIE-1F447:
<br />These doors consist of 2" double -skin insulated sections with an EPS core
<br />Iamin,:Ited to both rain. 24 ga, (0.019") exterior and 27 ga. (0.016") interior skins, The
<br />steel skins are at least G40 CS-B per ASTM A653. The maximum section height is 24",
<br />The following models are at least structurally equivalent to the tested door: 3200,
<br />3205, 3220, 240, 240G,
<br />Product Description for doors with MPC C-DSIU-1F447:
<br />These doors consist of a base 2" double -skin insulated section with polyurethane
<br />insulation foamed in place between both skins, Both inner, and outer skins are min. 27
<br />ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The
<br />following models are at least structurally equivalent to the tested door: 3720, C7X20,
<br />240U, 3722, COX22,
<br />Prod uct_Des_ criution for doors with MPC C-DSIU-1D447:
<br />These doors consist of a base 1-3/4" (min.) double -skin insulated section with
<br />polyurethane insulation foamed in place between both skins. Both inner and outer skins
<br />are min. 27 ga. (0.016") G40 CS Type B per ASTM A653. The maximum section height
<br />is 24". The following models are at least structurally equivalent to the tested door:
<br />3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22,
<br />Limitations:
<br />The drawing(s) cited above are an explicit part of this evaluation report. The
<br />text of this report does not attempt to address all design details and relies on the
<br />illustrations and text of these drawings as well.
<br />Jambs; lintels, sills or other structural elements required to prepare openings
<br />are not covered, The design of the supporting structural elements shall be the
<br />responsibility of the professional of record for the building or structure and in
<br />PAGE 4 OF 5 - FILE: CBPC_111215-A.DOC
<br />EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 -- W9
<br />accordance with current building codes for the loads listed on the drawing(s) referenced
<br />above,
<br />Installation requirements per 9N-3,005 (4)(e), includingattachments, Tlents, are
<br />detailed on the drawing(s) listed above. Installation must be in accordance with
<br />manufacturer's installation instructions and must be as shown on the drawing(s) listed
<br />above, The manufacturer's licensed design professional listed on the drawing(s) has
<br />reviewed the attachment details and installation requirements.
<br />I
<br />Signature;,,, ,, `
<br />t'/.' m
<br />Sct;tt,`HainlltOn, P'. F
<br />Florida P E. Nrt2 63286
<br />Date;
<br />PAGE 5 OF 5
<br />FILE; CBPC_111215-A.Doc
<br />.LS 24 GA 25 GA ONE ROW OF IMPACT-FEWA T GLAZING IN mmEg Top sang(
<br />(sF(OMN) OR NEXT-T6dECOGN NE -TOP s(NOT sN0'NNI
<br />RAY 98 9 73, 77,5 ONE INTERMEDIATE STILE BETWEEN EACH MAX III SIZE B 18-1 x II*. AL •o' REV DATE DESCRIPTION
<br />EMBOSS LOCATION.: SOT)
<br />W/ - CLA3lG B E(JEGOON,MGE IPMN sLxxN32T, AH AfYRO•Fn cc2 - 12 11/30/07 COMBINED CLOW, HOLMES; AND IDEAL M/N, HOLMES NOW IN 12'
<br />L 4F, 4RST 6RST TOG-L-Loc (TOP s BOT) AND uREmANE ALASrIo H A�bRa•NCE �( �/� 2l00.
<br />ADHESIVE (ALONG CENTER). SEE TABLE 2 >WEP"O" ,1--e'O'L ASRO'R'X OETAlB'. 13 07
<br />TES 4g, 48B 42, 42B FOR DETAILS. SPOOK FASTENER REaN RATS SECTION B-B - /07/08 ADDED IMR4C"i RESISTANT LITE OPTION; ,INCREASED MAX. HEIGHT,
<br />FOR OoOaR w,N O°RRnu 1pP'^ OPTIONAL IMPACT RESISTANT GLAZING 14 OB/14/08 ADDED M/N 42B AND 48B.
<br />SHORT PANEL �T�S"= FOR THESE (2) t8 G4 PANTED END STILES ATTACHED TO DOOR
<br />leer ONs FGR CENTER s11W ON SKIN WITH PATENTED TOG-L-LAC SYSTEM ONE Row OF IMPACT -RESISTANT (LAZING IN EITHER Top SEcnoN 15 10/24/11 REVISED STRUCTURAL NOTES FOR WALL UPDATED WINDSPEFAS.
<br />FOR SN. SEE SIDE VIEW A -A (TOP, BOTTOM & CENTER). (SHOWN) 98 NEXT -TO -THE -TOP SEC" (NOT SHOWN).
<br />18 GA GALV. DOUBLE END STILES SNAP LATCH ENGAGES MAX. GLAZING SIZE IS lg-g/' X 111.
<br />ATTACim TO TOP AND BOTTOM RAIL ONTO VERTICAL TRACK. GLAZING IS INJECTION MdLD� GE LDCAN SLX243ZT, AN APPROVED /14x5/B' SHEET METAL SCREWS
<br />WITH PATENTED TOG-L-LOC SYSTEM. ONE SNAP LATCH ON-7 CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2608.
<br />,i EACH SIDE OF DOOR. SEE SECTION B-B FOR ASSEMBLY C68 2' THICK -1 G
<br />- INTER. STILE
<br />DETAIL 'D'
<br />VIEW C' OUTSIDE KEYED*INSIDE
<br />END A..O.YA oaoWu.K wunwnt ,sN •Po 1 ,@ C _ G
<br />HANDLESTILE ""°�' wGa: Nwc wo 1/4 x3/4' SELF'
<br />oPMNx osawNe pan TAPP11111 O SCREWS.
<br />HANDLE;4t4 ENO HINGES d.G:& INTERMEDIATE
<br />LOCI( POSITION (BOSH SIDES) TWO oUTSTpE KEYEp1 M.It VOEN6 •B•
<br />h" q POINT LOOKINGOOM HAS BEEN TESTED 0.188
<br />aS S PER REOUiRI]AENT9 OF SECDON
<br />121 of TAS 202, LI)CI(S HAVE 12 G4 GALV. STE:Ei!. TOP Ro BRAC[ATTA.1,1
<br />.
<br />ABN. ENGAGEMENT. DOOR mm„ „ N" ,�,�y m ,W,� EACH BRACKET A'E6iASCHED WC�14x5
<br />P BOTH
<br />� �' FORCED ENTRY WIN END aIII (,y N , ,,,s- SHEET METAL SCFiIE'tlNZ. A0.1 S S µ0 INTER. '�� R"� °"a'°' TO TOP BRACKET 'WITH (2) 1/t/2' ,AN8�-
<br />b ASIDE SLIDE LOCK OPTIONS ySnLE NUTB PER BRACKET -
<br />DETAILS).
<br />m -- --- (SEEAYOUT OF EACH I= FOR-
<br />- ( OUTSIDE
<br />2) LHR TOP BRACKETS USED AS IDLE SHIP LAP JOINT'S,
<br />-----'- A OPTIONAL OUTSIDE KEYED LOCK POSITION N
<br />MAX. DOOR WIDTH - 16'-2" I NER BOTTOM BRACKET.
<br />OPTIONAL VENTS INSIDE n/ATIONc MODELS WITH 3- TRACK USE (1) LACK BAR -
<br />3-IN ROLLER CARRIER PER SIDE ENGAGES IN END SLIDE BOLT
<br />OUTSIDE KEYFO Inry TRACK ON STILE LOCK ENGAGES `` - 6 TNl C-CHANNEL
<br />TABLE 1 LOCK BAR I xIN. EACH SIDE INTO VERTICAL- 14 GA GALV: ROLLER HINGE 18 GA GALV. STEEL
<br />IRA
<br />INSTALLER RETAIL
<br />MODEL MODEL DESORIP'IION
<br />g 48 48BWo
<br />BB 4F - WOODGRNN TEXTURE, FLUSH PLANTED STILES 24 GA.
<br />73 BRST 75 42 428 WOODGRAIN TEXTURE RALSED PANg. GALV, STILES 25 GA.
<br />20 JAMB TO 3UEPORTING SIB.UCTUgE ATTAr`H MEN
<br />(NOT TGT PF I.CF„ Fno
<br />DOOR HEIGHT
<br />NUMBER
<br />OF
<br />SECTIONS* N
<br />4
<br />78 TO 89
<br />5
<br />8
<br />fog TO 3
<br />B
<br />43
<br />1601
<br />10
<br />M
<br />21- HIGH
<br />MAXIMUM
<br />MIN. No. OF
<br />ON CENTER
<br />FASTENERS
<br />DISTANCE
<br />1" O.D.
<br />BUILDING TYPE
<br />FASTENER TYPE -
<br />PER VERTICAL
<br />BETWEEN
<br />WASHERS
<br />JAMB
<br />FASTENERS
<br />REQUIRED?
<br />2000 PSI MIN. CONCRETE
<br />1 4" x 1-3 4 MIN. EMBED T CON CONCRETE ANCHOR
<br />10
<br />B-1 4
<br />YES
<br />I
<br />X -
<br />OF DOOR. CK. ONE EACH HINGE FASTENED TO END
<br />LOCK ON STILES W/(•J 11144/8 SHEET METAL
<br />TABLE 2 EACH SIDE AND (2) 1/+'a/4' SELF TAPPING
<br />F
<br />a' >
<br />a• 1
<br />Me =-WWWWWWi=050
<br />-
<br />NOTES•.
<br />1) ALL THE WAD FROM THE DOOR IS TRANSFERRED TO THE TRACT( AND THEN FROM THE TRACK TO THE 2.8
<br />VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TD THE
<br />HORIZONTAL (TOP) JAMB.
<br />)
<br />3) ALL JAMB FASTENEAW VERTICAL ERS DESIGN
<br />ERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK To PRONOE A FLUSH MOUNTING
<br />SURFACE.
<br />WOOD FRAME BUILDINGS
<br />HORIZONTAL .IAMB
<br />2x6 WOOD JAMB SHALL BE ANCHORED TO STRUCTURAL WOOD FRAME ELEMENTS. STRUCTURAL WOOD FRAME
<br />(NO LOAD FROM DOOR)
<br />ELEMENTS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD.
<br />BLOCK WALL OR CONCRETE
<br />2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK
<br />WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD.
<br />FASTENER
<br />JAMB PREPA?ATION N0�
<br />THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD
<br />TYPE
<br />JAMBS SHALL BE AS NOTED ABOVE OR APPROVED BY AN APPROPRIATE DESIGN PROFESSIONAL AND IN
<br />ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION
<br />MIN. No.
<br />OF FASTENERS
<br />PER
<br />OF
<br />JAMBS BY OTHERS. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE
<br />VERTICAL
<br />JAMB
<br />RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN
<br />CODES FOR T
<br />ACCORDANCE WITH CURRENT BUILDING HE LOADS LISTED ON THIS DRAWING. MAX. O.C.
<br />24 VERTICAL JAMB
<br />ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR
<br />HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR
<br />SYSTEM UNLESS OTHERWISE NOTED.
<br />OF DOOR. (SEE VIEW -Er> SCREWS.
<br />?NCI c ID B T
<br />LOCK OPTION ONE 8' TALL D--CHANNEL PER DOOR SECTION.
<br />SElF' TAPPING SCREW PER STILE LOCATION.
<br />�S[_E VIEW D") -
<br />25 GA MIN G-90 (OR EQUIVALENT) -� 1-1/4" WIDE x 14 GA GAIV. STRAP• (7) PER DOOR SECTION.OPTIONAL.
<br />EXTERIOR STEEL SKIN WITH BAKED-ON(8) STRAPS ON 2ND
<br />-- PRIMER AND A BAITED -ON POLYESTER (LOOK) SECRQNI. 1 INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4'x3/4' SELF
<br />TAPpINO SCREdI� rnr0 SCREWS
<br />TO DOOR, ONE S(y m TO '-CHANNEL).
<br />PLANTED TOP COAT APPLIED TO BOTH roE i REODII. `^I^� •OP Ar„RS pp„yyy ILPA_. RFcr51A W= FOR STRAPS AT
<br />SIDES OF STEEL SKIN. CENTER OF DDM� TOP AND BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 SMS AND
<br />THIS DOOR MEETS THE REQUIREMENTS OF THE FASTENED WITH: (".1) 1/4' NUT EACH, A. CLEARANCE HOLE (9/32• DNA) MAY BE DRILLED FOR
<br />LARGE MISSILE IMPACT AND CYCLIC TESTING. EA(7i F�L
<br />LISTED BELOW ACCORDING TO THE FLORIDA BUIU.NNO CODE OR THE INTERNATIONAL - 13 GA. DAL I STEEL BOTTw"'WA BRACKET.
<br />BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CoNDMCNS: 1) ATTACHED WITH (2) }14x SHEET METAL SCREWS.
<br />ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ALUMINUM EXTRUSION k VIRTU WEATHERSTRIP.
<br />ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108 AND -
<br />AN 115, SITE -SPECIFIC CALCULATIONS BY A QUADFIED DEMAYSIGN SECTION A -A (cIDE NEWT
<br />ULTIMATE WIND 210 190 ]15 170 160SPEED 04PF1)- - -
<br />EXPOSURE LEVEL H C C g D
<br />MEAN � HEIGHT MY 15, 30' 1" �, LHR TOP BRACKET ATTACHED. WITH (2)
<br />1/4"z3/4' SELF TAPPING SCREWS
<br />TRACK CONFl ATION• DOORS ,P TO UiR TOP BRACKET
<br />TRACK CONFIGURATION, DOORS P TO 1610, HIGH
<br />OAK HORIZONTAL
<br />TRACK CONFIGURATION A80VE TRACK CONFIGURATION ABOVE
<br />THE DOOR OPENING DOES NOT HORIZONTAL TRACK SUPPORT BY THE DOOR OPENING Dh� NOT AFFECT THE WINO LOAD RATING. AFFECT THE WIND LOAPJ`. yaATING. DOOR INSTALLER (TQ SUIT) DO IB F A .K CENTER HANG REQUIRED FOR
<br />DOOR COUNTERBALANCE SYSTEM LOW HEADROOM OPT, COOTS OVER 8' HIGH
<br />OPTIONAL 13 GA GALV. STEEL FLAG BRACKET
<br />,,Iyyy OR 12 GA GALV. STEEL CONTINUOUS 3' GLALV. TMFioIED STEEL TRACK AND ANOLF,
<br />` 1-5/8' x 2-3/8' M2GLE TRACK THCKNFJ"°9C .101". ANGLE THICKNESS:.080' HORIZONTAL TRACK
<br />p VERtI F Oidc."91VTAL TRACK INSTALLER
<br />BY DOOR
<br />X 9" JUNCTION. OR" '"T BOL75 14' MAXIMUM SPACING N� �m
<br />MACK CONFIGURATION t NUTS FOR �s'21 TRACK - - M TM LAST TRACK jTINCTO 110N
<br />_ DOOR -
<br />Pi TRACK
<br />GALV. STEEL TRACK, H ADDITIONAL MF&TiRTI1NG SLOTS W1 $ TRACK THICKNESS: ,083' SPACED AT 1:2"' CENTERS.12" �ON CENTER� TYP. 2-1/2'x12 GA. GALV.
<br />z STEEL TRACK BRACKETS OR CUPS. _
<br />DISTANCE BETWEEN BRACKETS/CUPS
<br />NOT TO EXCEED 14' O.C. J4• NE. X' Twv:�•x
<br />G BOLT AND 'LfE2G AT
<br />x DOORS UP TO rD" HIGH HAVE [(B) TRACK BRACKETS AND EACH MOUNT tRNG
<br />(1) FLAG BRACKET) OR [(7) CUPS? SLAT LDC Ar',11i:'M!9,
<br />1' DOOR OVERLAP (EACH SIDE) i-^ STOP MOULDING BY L100R INSTALLER m DOORS 7'3- TO 8'0' HIGH HAVE [ 7) TRACK BRACKETS AND
<br />WOOD16 G4. GALV. STEEL END STILE SUED JAMB CONFIGURATION (i) BRACKET] RAG OR [(8) ��� ONE 5/16' x 1-5/8' LAO SCREW SPACED AT THE SAME
<br />2x8 REPA JAMB 18 GA GALV. STEEL DOUBLE END SnLE 10. DISIANCES AS THE TRACK BOLTS (LE 3-1/2', 10", 22',
<br />SEE 'JAMB PREPARATION
<br />NOTE" ABOVE 34. 48', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 18",
<br />20 GA GALY. STEEL INTER. STILE - 3-1/2- 28", E, 40" FROM BOTTOM. ALSO TWO LARK SCREWS LOCATED
<br />OPTIONAL 12 GA GALV. STEEL - CONTINUOUS ANGLE FASTENED TO WOOD OPTIONAL 12 GA GALV. STEEL TRACK ABOVE VERTICM/HORIZONTAL TRACK JUNCTION. - .. JAMB WITH 5/18'xi-5/8' LAG SCREWS - BRACKET'S FASTENED TD WOOD JAMB DESIGN ENGINEER:
<br />NOT TO EXCEED 14' 6.0, CONTINUOUS WITH 5/18"x1-6/8' LAG SCREWS
<br />ANGLE MAY BE NOTCHED OUT FOR JAMB / NOT TO IXCEIU 14' O.C. MARK W. WESTERFIELD, P.E DEa11GN LOADS: +42.0 P.S.F, & -48.0 P.S.F.
<br />TO STRUCTURE ATTACHMENT POINTS. 7/18' I.D. ROUND PUSH NUT L
<br />OOIRi LOCK NUT FASTENER FL P.E � 48495, NC P.E. TEST LOADS: +63.0 P.S.F. & -72.0 P.S.F.
<br />(PUSH NUT SHOWN). 7 PUSH
<br />I.D. ROUND 2' GA. STEEL TRACK FASTENED ET #23832, TX P.E /91513 2" GALV. STEEL TRACK FASTENED NUT OR LOOK 12 GA. GALV. STEEL TRACK BRACKETS.
<br />TO 12 GA. GALV. STEEL TRACT( CUPS. 14 GA. GALV STEEL ROLLER 1 GELS NUT FASTENER TRACK ATTACHED TO EACH BRACKET -
<br />TRACK ATTACHED TO EACH CUP FASTENED TU END STILES W 4 EACH (LOOK NUT SHOWN), _WITH ONE i/4'x5/8' BOLT de NUT' CIO CLOPAY BUILDING PRODUCTS COMPANY MPG PAN-2F153 - aaAY V,ImIIN RATiNG Mwx DOOR SIZE,
<br />wITH QNE 1/4'xs/B• BOLT § NUi. 14x5 8' SHEET METAL scFi AND oR TWO 1/4• oA RIVErs.8585 DUKE BLVD. W% 16'2"W x 16'0"H
<br />18 GA G To STEEL CENTER HNGE p y MASON, OH 45040 DATE' 1 1/21 4 DESCRiPTTIHA
<br />EACH TRACK CLIP ATTACHED TO t2) 1//4' SELF TAPPING SCREWS PER END HINGE. FASTEN Q TO INTER. STILTS W 4)
<br />CONTINUOUS ANGLE WITH 2' DA LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE 014XS 8 SHEET METAL SCREV/S.
<br />(2) 1/4' DLl RIVETS PER CUP. RpILER SNALL HAVE STEM THREADED FoR USE WITH 7/18- NUT OR (513) 770-4800 . Building ProductsDRAWN BY. 2-IN PAN +42 -46 16-2 X 16-0
<br />SHALL HAVE A STEM SMOOTH FD R USE WITH A 7/18' PUSHNUI'U',
<br />C 0 r11 Q rt Clopoy Co po of on NI Poghb RsAe ved. DRAWING NU"M
<br />FUM- Inn f D nR nlfn111 r�T n nnnnn� n r� �� , �� DIHL HY $ 101309 IBC
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