|
clupay
<br />EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9
<br />TA13LE 7' Drawings for doors with Manufacturing Product Cade (MPC PAN-2F443:
<br />104067-Rev2, max. door size 16 2 x r 0, +46.6/-52 PSF (design load)
<br />104121-RBv01, max. door size 9'0" x 1.6'0 +50/-58 PSF (design load)
<br />TABLE 8' Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471:
<br />104038-RevO2, max. door size 16'2" x 1.6'0", +46.6/-52 PSF (design load)
<br />TABLE 9: Drawings for doors with Manufacturing Product Code (MPC) DSIU--1F171_:
<br />104185-RevO:l., max. door size 9'0" x 16'0", +48/--50 PSF (design load)
<br />104280-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load)
<br />104281-RevOl, max. door size 18'2" x 16"0", +46/-50 PSF (design load)
<br />TABLE iCl: Drawings for doors with Manufacturin Product Code MPC DSIUO-1 479:
<br />104277-RevO2, max• door size 9 0' x 16 0", +54 -60P5F (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 Man ufacturinc Product Code (MPC) C-DSIU-1F447:
<br />104112=Rev00, max. door size 16'2" x 18'0", +50/-56 PSF (design load)
<br />TABLE•-2: Drawings for doors with ManufactLlrincr Product Code (MPC) C-DSIU-_ D447:
<br />104245-Rev01, max. door size 1212" x 18'0'r, +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 I.008,01-07; 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-ft 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 0512.01-09; ATL 0127,01-09.
<br />Product Description for doors with MPG 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, 4213, 84A, 94, 98, 4RST, 4F, 48, 48B,
<br />1500, 190, 55, 55S.
<br />Product Description for doors with MPC PAN-2F143:
<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, 18B.
<br />PAGE 2 OF 5
<br />FILE: CBPC 111215-A.Lx;c:
<br />111 s 8585 Duke Boulevard
<br />�
<br />% Mason, Ohio 45040-3101 USA
<br />BUILDING PMDUCTS (513) 770-4800 • Fax (513) 770-35
<br />'N r .Tag Coay. ,W
<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 />i d
<br />laboratories as required by 9N-3,005(4), the engineering rational analysis, an 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 (MPC) PAN-2F153:
<br />101702-Revll, max. door size 9'0" x 16'0", +42/-48 PSF (design load)
<br />101309-Rev15, max, door size 16'2" x 16'0, +42/-48 PSF (design load)
<br />101296-Revl4, max,. door size 9,01' x 16'0", +46/-50 PSF (design load)
<br />TABLE 2: Drawings for doors with Manufacturic„Product Code (MPC) PAN-2F143:
<br />1Q2621-RevQ7, 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 16'0" +46.6/-52 PSF (design load)
<br />101706-Revl3, max. door size 9'0" x 16'0"; 4-62/-72 PSF (design load)
<br />PC DS E-1F171:
<br />Pr oduc t Cod e (MPC) I
<br />i Manufacturing
<br />for doors with
<br />TABLE: Dr
<br />awings s
<br />g.
<br />„
<br />101703-Revll, max. oor size 9'0' x 16 0 +48J-60 PSF (design load)
<br />101488-Revl3, max. door size 16'2" x 16'0", +46.6/-52 PSF (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 Manufacturing Product Code (MPC) DSIEO-1M479:
<br />103436-RevO2, 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 P5F (design load)
<br />TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) C-DSIE-lF447:
<br />101705-RevO8, rnax. door size 12'2" x IW O", +52/-58 PSF (design load)
<br />TA13LE 6: ©ra,.`,linCls for doors with Manufacturing Product Code (MPC) C-PAN-IE448:
<br />102645--Rev07, rnax. door size 12'2" x 18'0'°, +50/-56 PSF (design load)
<br />103288-RevO3, max. door size 14'2" x 18'0", +50/-56 PSF (design load)
<br />W, Chipay
<br />EVALUATION REPORT FOR CLOPAY BUILDINNG PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - LN9_-
<br />Product Description for doors with MPC DSIE-1F171:
<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 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 DSIEO-IM479:
<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". l-he
<br />following models are at least structurally equivalent to the tested door: CGnn, CPnn,
<br />Henn, CXnn, SXnn, AGnn. Note that'nn' represents the arrangement Of the decorative
<br />overlays. The first digit will have a value from I to 3 and the second digit will have a
<br />value from 1 to 5.
<br />Product Description for doors with MPC (-DSIE-1F447:
<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 withMRC,C=f�f N-1E44n;-
<br />These doors consist of 2" thick steel pan doors with miry. 24 ga. (0.022") 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 />520, 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. (0.022") outer
<br />skins. The steel skin is at least C40 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 bath 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: GD2S0, GR2SP, GD2LP, GR2!-;-,, AR2SP,
<br />AR2LP, ED2SP, ED2LP.
<br />Product Description for doors with 1kLEc: PRN-ZFL
<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 3 or 5
<br />FILE: CBPC--111215-A,DOC
<br />t
<br />o
<br />EVAL.UAT)[N REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, Nl7 - 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. (O.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 I" 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 I to 8.
<br />Product DQscrl tion for doors with MPC C-DSIE-1F447:
<br />These doors consist of 2" double -skin insulated sections with an EPS core
<br />laminated to both min. 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 />3.205, 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 />Product Description for doors with MPC C-DSIU-1D447:
<br />These doors consist of a base 1-3/4" (min.) double -skin insulated section with
<br />of urethane insulationo p y foamed in placebetween 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 1 OF 5 FILE: CBPC-111215-A,D0C PALE 4 OF 5
<br />FN_E: CBPC_1 t 121 S-A.DOC
<br />tOupay
<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), including attachments, 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 />3
<br />i
<br />Signature- „
<br />10
<br />Scgtt, Iiain,ltor) P. F:.
<br />-Ff(ar Ilia P. E. 1`19; 6328'-5, =
<br />Date.
<br />PACE 5 OF 5
<br />FILE: CBPC_-111215-A,Doc
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<br />ONE ROW -REmsTANT IN EIMER EDP sEN5VAN) ffiR NXT-To-THE-TOP =110N (NOT SHoV. 'AY B ' 73, 75 I ONE INTERMEDIATE STILE BETWEEN EACH w+x GLAZxa s,iE B 18-1 x 11•. _MAIL v' REV DATE DESCRIPTrDN
<br />EMBGSs LOCATION. ATTACHED D W/ '� s euErltoN Ma.DEO GE tt.1w+ s,,a43 ,w .v 'Roam a:2 12 11/30/07 COMBINED CLOPAY, HOLMES, AND IDEAL M/N, HOLMES NOW IN 12'
<br />L 4F, 4RST 3RST TOG-L-Lac (TOP ac SOT) AND URETHANE a'H 'mow wITRI ree/Fec 2608.
<br />ADHESIVE (ALONG CENTER). SEE TABLE z sEf g�110" 13 07
<br />IES 48, 48B 42, 428 FOR DETAILS. SPECW, FA51IIIII REWIEME M SECTION R-B - /07/08 ADDED IMPACT RESISTANT LICE OPTION; INCREASED MAX. HEIGHT.
<br />PLANTED END STILES ATTACHED TO DOOR OPTIONAL IMPACT RESISTANT GLAZING 14 08/14/08 ADDED M/N 42B AND 488.
<br />SHORT PANEL �SKIN WITH PATENTED TOG-L-LOG SYSTEM ONE ROW OF IMPACT -RESISTANT GLAZING N
<br />sEE'1DE HLy, A --A (SHOWN) DR NEXT -TO -THE -TOP SECTION (N� N). SECTION 15 10/24/1? REVISED STRUCTURAL NOTES FOR WALL; UPDATED WINDSPEEDS.
<br />-----� A P, BOTTOM k CENTER).
<br />FOR DET"�. 18 GA. CALK DOUBLE END STILES - SNAP LATCH ENGAGES MAX. GLAZING s� rs 1e-,/z• x ,1•.
<br />ATTM HED TO TOP AND BOTTOM RAIL ONTO VERTICAL TRACK. GLAZING IS NJECTION MOLDED GE LEXAN SIM43Zr, µ APPROVED /14x5/8' SHEET METAL SCREWS
<br />Wfi}i PATENTED 70G-L-LOG SYSTEM. ONE SNAP LATCH ON CC2 PLASTIC N ACCORDANCE WITH IBC/FBC 2BD6.
<br />>r N EACH SIDE OF DOOR. SEE SECTION B-B FOR ASSEMBLY DETAILS 0 -
<br />'I INTER. STILE 2' THICK -I -
<br />Io
<br />OEFAIL 'D'
<br />�- VIEW B' OUTSIDE KEYED END vm�a ocaxe ,eAmwost leax ego vrc.® D O
<br />VIEW 'C' FLWDIF ,� sTIF ..P. •�. Ocem Rwc ro „nmq
<br />i/4'x3/4' SELF
<br />„ '®0^0^� n,w,r TAPPING SCREWS.
<br />INSIDE HANDLE 14 ®4 END HINOFC
<br />18 GA IMERMEDL4TE HIhCE
<br />= LOCK POCKING (BORE{ SIDES) TWO Olm_clp-� KFYFT,_ Lnt`v � -"
<br />POINT LOCKING HAS BEEN lfSIED a sso�aowc snarn,n,� .YIEK
<br />PER REOUIRD4ENT5 OF SECTION SNAP �AT�H,yOs`K OPTION 0188
<br />121 OF TAS GAG LOCKS HAVE 12 GA. GALV. STUL TOP RO BRACK
<br />"' '• ;, 5//8' MIN. PORCED DOOR END � a I ''0L"TM'E'E 16i^111 ro nv�e wm EACH BRACKET AraP.G: IED W�14x56B
<br />iFD FOR FORCED ENTRY WITH �� n aI ,Io) R . a/P nw wnK erneea. SHEET METAI. SCREDPLs;. A0.1 SLl E ATTACHED
<br />LtN
<br />BOTH OUTSIDE KEYED LOOK µD INFERFt2-1/2-
<br />AINSIDE SLIDE BOLT LOCK OPTIONS TO TOP BRACKET 1Bfsi (2) 1/4•xl/2' BOLTS AND
<br />NUTS PER BRACII (SEE LAYOUT OF EACH LOGO FOR - .
<br />-- --- _-- -- DETAILS), oltrsloE SHIP LAP JOINTS,
<br />OPTIONAL DLITSIDE KEYED LACK POSmON (2) LHR TOP BRACKETS USED AS HANDLE 5/13 (TYP.)
<br />MAX. DOOR WIDTH 16'-2' INNER BOTTOM BRACKET.
<br />OPTIONAL VENTS INSIDE FVATIONc
<br />MODELS WITH 3• TRACK USE (1) LOCK BAR
<br />3-IN ROLLER CARRIER PER SIDE. ENGAGES IN END SLIDE BOLT y(„'J2"
<br />OflOE KErFD Inry TRACK ON STILE ENGAGES 6 TALL C-CHANNEL
<br />TABLE 1 LocK_ f �DCm EACH SIDE INTO VERTICAL
<br />F
<br />14 G4. G+6 GA. GAM STEEL
<br />ALV:. :O,LLER HINGE.
<br />TRACK ONE
<br />INSTALLER RETAIL
<br />MODEL MODEL DESCRIPTION
<br />9 48 48B
<br />-XWVQRAJN TEXTURE- RAISED PANEL PAINTED SIT
<br />98 4F - WOODGRAAIN TEXTURE FLUSH PAINTED STILES 24 GA.
<br />73 6RST 75 47, 428 WOODGRAIN TEXTURE V811b12 PANEL, GALV. STILES 25 GA
<br />2x6 JAMB TO SUPPORTING STRUCTURE TTA HMENT
<br />(NTT Tn = I,- m arr.nuur.,r
<br />NS*
<br />TIONS*
<br />JCSECER
<br />MAXIMUM
<br />MIN. No. OF
<br />ON CENTER
<br />FASTENERS
<br />DISTANCE
<br />BUILDING TYPE
<br />FASTENER TYPE
<br />PER VERTICAL
<br />BETWEEN
<br />WASHERS
<br />F
<br />JAMB
<br />FASTENERS
<br />REQUIRED,
<br />MIN. CONCRETE
<br />ff;;
<br />1 4 x 1-3 4 MIN. EMBED T CON CONCRETE
<br />YES
<br />ANCHOR
<br />-
<br />10
<br />8-1 4
<br />YES
<br />0
<br />x - C
<br />OF DOOR. LOCK ON EACH HINGE FASTENED TO END
<br />) / ,I fT.4x5/8' SHEET METAL
<br />(
<br />TABLE 2 EACH SIDE AND 2 1 "s314• SELF TAPPING SCREWS
<br />SECTION WIDTH
<br />f INTER, STILES
<br />PER SECTION
<br />� INTER. HINGES
<br />PER J01
<br />I STRAPS
<br />PER C-CHNL11;10-
<br />i� THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK µD THEN FROM THE TRACK TO THE 2x8
<br />VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). - NO LOAD FROM ME DOOR IS TRANSFERRED TO THE
<br />HORIZONTAL (TOP) JAMB.
<br />2) EACH VERTICAL JAMS SEES A MNOMUM DESIGN LOAD OF +338 LB & -384 LB, PER LINEAR FOGT OF JM S.
<br />3 ALL JAMB FASTENERS MAY BE (BUT N REWIRED) COUNTERSUNK TO PRO�ADE A FLUSH
<br />MOUNTING SURFACE
<br />WOOD FRAME BUILDINGS
<br />HORIZONTAL JAMB
<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 />JAMB_ PRE_jPAf AT14N NQN
<br />FASTENER
<br />TYPE
<br />THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x8 WOOD
<br />JAMBS SHALL BE AS NOTED ABOVE OR APPROVED BY AN APPROPRIATE DESIGN PROFESSIONAL PAID IN
<br />MIN. No.
<br />ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF
<br />JAMBS BY OTHERS. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SFWl BE THE
<br />OF FASTENERS
<br />PER VERTICAL
<br />RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN
<br />JAMB
<br />ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. MAX. O.C.
<br />I
<br />2x8 VERTICAL JAMB
<br />OF
<br />ALL DOOR
<br />HORIZONTAL TRACK AND ALL �Wml
<br />�CLOPAY
<br />HARDWARET TO BE INSTALLED PER INSTALLATION INSTRUCTIONS SUPPLIED DOOR
<br />SYSTEM UNLESS OTHERWISE NOTED.
<br />"
<br />OF DOOR. (SEE VIEW "B') V
<br />INc_IDF c ID B T
<br />LOCK OPTION ONE 6' TALLH.ANNEL PER DOOR SECTION,
<br />it) 1/4•x3/4 .c�'L. r TAPPING SCREW PER STILE LOCATION.
<br />E VIEW
<br />25 GA. MIN G-90 (OR EQUIVALENT) --- 1-1/4" WIDE x 4?r• GA. GALV. STRAP. ( ) EXTERIOR STEM.. SKIN WITH BAKED -ON (7) PER DOOR SECTION. oPnowu: 8 STRAPS ON 2ND
<br />PRIMER AND A BAKED -ON POLYESTER (L.00K) � -tC INSIDE ELFYATION). EACH STRAP ATTACHED WITH (3) 1/4'x3/4' SELF
<br />PAINTED TOP COAT APPLIED TO BOTH TAPPING SCREWi (WQ SCREWS TD DOOR ONE SCREW TO C-CHANNEL).
<br />SIDES OF STEEL SKIN. SPECIAL REODIFEMT'1y,C FOR DOORS WITH i6aA� RFD` ITFC FOR STRAPS AT
<br />CENTER OF WITH:
<br />TOP µD BOTTOM SCREWS SHALL BE REPLACED BY 1/4-20x5/8 SMS µD
<br />THIS DOOR MEETS THE REQUIREMENTS of THE EACH FA WITH: ('fa 1/4' NUT EACH. A CLEARANCE HOLE (9/32' DIA) MAY BE DRIU Fn FOR
<br />LARGE MISSILE IMPACT AND CYCLIC TESTING. EACH FASTENER.'
<br />13 GA GALV. STEEL EK)"Fr744:' BRACKET.
<br />ATTACHED WITH (2) #14x5A" SHEET METAL SCREWS,
<br />ALUMINUM EXTRUSION & ANVTE WEATHERSTRIP.
<br />SECTION A -A (SIDE VIEW)
<br />LHR TOP BRACKET ATTACHED. WITH (2)
<br />1/4"x3/4" SELF TAPPING SCREWS
<br />IR&K CQNF1GURATIQhLDQQgS up T() 8'0" HIGH LHR TOP BRACKET
<br />TRACK CONFIGURATIOPs�
<br />DOUBLE HORIZONTAL
<br />TRACK CONFIGURATION ABOVE TRACK CONFIGURATION Al2I
<br />THE DOOR OPENING DOES NOT HORIZONTAL TRACK SUPPORT BY THE DOOR OPENING DI- NOT
<br />AFFECT THE WIND LOAD RATING, AFFECT THE WIND LOAD PATING.
<br />DOOR INSTALLER (TO SUIT) DO IB E TRH CENTER HANG REQUIRED FOR
<br />DOOR COUNTER DOOR
<br />SYSTEM IOW HEADROOM OPTION DOORS OVER 8' HIGH
<br />OPTIONAL 13 GA. GALV. STEEL. FLAG BRACKET
<br />OR 12 GA. GALV. STEEL CONTINUOUS 3' GAIN. LAPS'=- STEEL TRACK µD µOLE,
<br />i-5/B' x 2-3/8' ANGLE _ TRACK THICKNF---° .ior . ANGLE THICKNESS:.080' HORIZONTAL TRACK
<br />SUPP
<br />ORT
<br />RT BY DO OR
<br />HDe L 14' MANQMUM SPACING INSTALLER (TO SlJff)
<br />_ JUNCTION, TWO+ 1/4' BOLTS .
<br />TRACK GONFl I AEON } NUTS FOR EACH TRACK FROM LAST MOUNTING
<br />SLOT TO TRACK JUNCTION
<br />Z DOOR
<br />2' GALV. STEEL TRACK, HEIGHT 'L• o: ADDITIONAL MI;kA,M1IIING SLOTS DOOR VERTICAL
<br />r 8 TRACK THICKNESS: ,083' 0 78 SPACED AT 12" CENTERS. HEIGHT TRACK LENGTH
<br />�,2 ,III CENTER =
<br />T1'P.2-t/2•xi2 GA- GALV.
<br />48'
<br />i STEEL TRACK BRACKETS OR CUPS.
<br />DISTANCE BETWEEN BRACKETS/CUPS Syi'
<br />NOT TO EXCEED 14' O,C. b 34• NE �• 7R MM,
<br />O ROLE AND M- BRACKETS ANDM;AT
<br />x DOORS UP TO 7'0' HIGH HAVE [(8) TRACK BRACKD O EAGI MOUNFa'
<br />(1) FLAG BRACKET] OR [(7) CUP31 SLOT LOGAR01MO
<br />1' DOOR OVERLAP (FAG{ SIDE) I- STOP MOULDING BY DOOR INSTALLER (TO sun) m DOORS 7'3" TO Bb• H04 HAVE [(17) TRACK BRACKETS µD 22' �
<br />16 G.4. GALV, STEEL END STILE JAMB CONFlGINRATION (') FLAG BRACKEN OR [(8) W�+• ONE g/16' x 1-5/8' LM3 SCREW SPACED AT THE SAME
<br />2x8 WOOD JAM- 18 GA CAM STEEL DOUBLE END STILE ONEA5/16 AS THE TRACK BOLTS 3-AT 10', SAME
<br />SEE JAMB PREPARATION
<br />70 34•, 48•, ETC.). ADDITIONAL LAD SCREWS LOCATED AT 16",
<br />NOTE' ABOVE 20 GA. GAI_V. S<TEL INFER. STILE 28'. A: 40' FROM BOTTOM. AJ_SO TWO LAG SCREWS LOCATED
<br />CO"3-,/z•
<br />OPTIONAL FA GA GALV, STEEL ABOVE VERRCAL/HORIZONrAL TRACK JUNCTION.
<br />JAWS IMI ANGLE FASTENED TO WOOD OPTIONAL 12 GEL GALV. STEEL TRACK ..... ... JAMB Wf1H 5//18'x1.y/e" LAG SCREWS BRACKETS FASTENED TO WOOD JAMB DESIGN ENGINEER;
<br />NOT TO EXC�EO 14` .ye"
<br />CONTINUOUS WITH 5/te"x1-5/8' LAC SCREWS
<br />ANGLE MAY BE NOTCHED OUT FOR JAMB J NOT TO EXCEED 14' O.C, MARK W. WESTERFlELD, P,E DESIGN LOADS: +42.0 P.S.F. & -48.0 P.S.F.
<br />TO STRUCTURE ATTACHMENT POINTS. 70/RiL00K NUT FDiASIENR"M FL P.E, a 48495, NC P.E
<br />(PUSH NUT SHOWN) 7/1B ID. RWnD 2 GALV. STEEL TRACK FASTENED To TEST LOADS: +63,0 P,S.F, & -72,0 P.S.F.
<br />PUSH NUT OR LOCK 12 GA GALV. STEEL TRACK BRACKETS. #23832, TX P.E. #91613 2 GAILY. STEEL TRACK FAS'UPS NUT FASTENER TRACK ATTACHED TO EACH BRACKET
<br />TENED
<br />To 12 GA oALv. STEEL TRACK cups, a GA GALV STEEL Rou ER I cEs (Lope NUT SHOWN), WITH ONE t/4'x5/e' BOLT a1 NUT CLOPAY BUILDING PRODUCTS COMPANY MPCI PAN-2F 1'�3 C IIAY vma DWn RATM MAX DDDR SIZE,
<br />TRACK ATTACHED TO EACH CUP FASTENED Tb END STILES W/ 4 EACH OR TWO 1/4- DIA RNETS.
<br />WITH ONE 1/4 x5/8• BIXT do NUT. /14x5 $ SHEET MEru scR Ar+o to GA R v. STEEL CENTER HN�E =7fldingProducts
<br />8585 DUKE BLVD, �� 16'2"W X 16'0"H
<br />EACH TRACK CUP ATTACHED TO `2) 1%4 • SELF TAPPING SCREWS PER END HINGE. FASTEN TO INTER. STILES W�(4MASON, ON 45040 11�21 J� `.4CONTINUOUS ANGLE WIM 2' DIA. LONG STEM STEEL ROLLER WITH STEEL OR NYLON TIRE �14x5�6 SHEET METAL SCREWS. MASO , OH 4 OO DRAVN BYI(2) t/4' DIAL RNETS PER CUP, ROLLER SHALL HAVE STEM THREADED FOR USE ,WITH 7 18• NUT OR MWU' 2-IN PAN +42 -48 16-2 X 16-0SHALL HAVE A STEM SMOOTH FOR USE WITH A 7/15- PUSHNUr,Cop y Co po vGon All Po9hh Reee ved. DRAINING NUK9FRVIM
<br />o � o DI1ET]CED BY, B 101309 IBC
<br />LISTED DE BELOW ACCORDING TO THE FLORIDA BUILDING COORU
<br />UTHE INiERNATKINAL
<br />BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1)
<br />ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE,
<br />3) ANY
<br />ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/WSMA 108 AND
<br />ANSI 116. SITE -SPECIFIC CALCULATIONS BY A OUALIFTED DESIGN
<br />ULTIMATE VINO
<br />SPEED 04%O
<br />eta
<br />Igo
<br />lee
<br />170
<br />160
<br />EXPOSURE LEVEL
<br />B
<br />C
<br />C
<br />D
<br />D
<br />MEAN RMY HEIGHT
<br />30'
<br />ie'
<br />30'
<br />15,
<br />30'
<br />R
<br />
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