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MODEL: 110RW4 (25 GA. STEEL MODEL: 120RW4 (24 GA. STEEL SKIN) SKIN) OPTIONAL DSB GLASS OR 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN Willi PATENTED TOG-L-LOC SYSTEM TOP. BOTTOM & CENTER). REV DATE r- 2" T1-IICK 3" TALL U-BAR 20 GA. GALV. STEEL 50 KSI MIN. 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) (1) INTERMEDIATE STILE ATTACHED '1'1/ TOG-L-LOC (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) r r 3- TALL x 20 GA. GALv. STEEL U-BAR. ONE U-BAR PER SECTION. EACH U-BAR ATTACHED WIT1-I TWO 1/4'x3/4' SELF TAPPING SCREWS PER STILE LOCATION. r1 3" r- 1-7/8" p T 25 GA. MIN. STEEL SKIN COATED WITH G-60 GALVANIZING, BAKED-ON PRIMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. rr 13 GA. GAlV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x 1-5/8" WOOD LAG SCREWS. 1 6 GA. GAL V. STEEL TOP ROlLER BRAC KET. EACH BRACKET ATTACHED W/(3) #14x5/8' SHEET METAl SCREWS. t o I Co l- I <:> W I 0:: :> o a DOOR HEIGHT "L" 6 -6 70 7 -0 76 7 -6 82 8 -0' 88 TRACK CO~IFIGURAT!ON l- I <:> W I 0:: 8 a r- LOCK POSITION (BOTH SIDES) TWO POINT LOCKING 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS '" (4) 1/4'<3/4" SELF TAPPING SCREWS. I- "L" I <:> W I <:> Z Z w a.. o 2" GALV. STEEL TRACK, ~ilN TRACK THICKNESS: .060" ONE 3" TALL x 20 GA. 50 KSI MIN. U-BAR PER DOOR SECTION. it x <( :::;: END rSLiDE BOLT STILE I LOCK ENGAGES iNTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SliDE BOLT LOCK OPTION NUAIR SIN6LE HUN6 HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 DESI6N PRESSURE (PSF) DESI6N SUCTION (PSF) -80.0 -BO.O CALL SIZE MANUFAC11JRER SERIES 1* END STILE IA2SH (1/2 32SH) 22SH 32SH IA3 (1/2 33SH) 23SH 33SH IA4SH (1/2 34SH) 24SH 34SH IA5SH (1/2 35SH) 25SH 35SH IAoSH (1/2 30SH) 20SH 30SH 2020"'->1-1 3020SH 4020SH 2030SH 3030SH 4030SH 2040SH 3040SH 4040SH 2050SH 3050SH 4050SH 2000SH 3000SH 4060SH C100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 '100 TYP. 2-1 /2"x 12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). 1- I I I LOCATION OF OPTIONAL VENTS OPilONAL OUTSIDE KEYED LOCK POSITION ,~AX. DOOR '.'lDTH 9'0' #14x5/8" SHEET METAL SCREWS OPTIONAL 10 SCREW WINDOW LITE SECTION B-B (' ~ o 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH T'NO #14<5/8' SHEET METAl SCRE'NS. liQ.ILL DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). ;L~I~~~t.~~~~p SECTION A-A (SIDE VIEW) FRONT FRAME WITH U.v. COATING ON OUTSIDE SURFACE 1/4"x3/4' SELF TAPPING SCREWS. 14 GA. END HINGES VIEW "B" 1 8 GA. INTERMEDIATE HINGE VIEW "C" VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED 20 GA. GAlV. STEEL I~NTE~' STILE WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FlUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, ~ 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) # 14x5/8" SHEET METAL SCREWS. OUTSIDE HANDLE 2<6 YELLOW PINE JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MI~,. GALV. STEEL END STILE #8x3/4" PAN HEAD SCREW...J (10 SCREWS PER LITE) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE 12 GA. GALV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB..../' WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. OUTSIDE KEYED LOCK LOCK BAR LOCKING I 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET A WITH ONE 1/4"x5/8" BOLT & NUT ~ OR TWO 1/4' DIA. RIVETS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH '1'1/(4) # 14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. END STILE INSIDE HANDLE PREPARATION OF JAMBS BY OTHERS, 2" DIA. SHORT STEM. 10 BAll STEEL ROLLER. JAMB CONFIGURATION SECTION C-C OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. REV. 03 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURA~ ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. DES. BY MWW CHECKED BY MWW LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. llRA '<'!NO NIl 101979 DATE 8/26/99 SCALE ~OTED DESCRIPTION SiNGLE CAR MODEL 110RW4 & 120RW4 +25.0/-32.0 PSF DESIGN LOAD AS DENOn:S ASTM EI VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24' CENTERS. 1-1/4" 00 MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. f~AX. DOOR SIZE 9'0"'1'1 X a'O"H Clopo)' BuSllfrov Prod;.JCb Compon)' ~ R~nu ~~. The orrQl"~lT1enta depicted herein ore the 80:' pro~rtY of tt,. elopo)' 9"ildirl9 PnxI'vcta Compony Q~ moy l'Iot be reprtldIJ~ in any form 'IIithollt ita written perm;ssion. CBPC (513) 381-4800 312 WALNUT STREE~ SUITE 1600 CINCINNATI, OH 4S2v2 OlvWon r>f C10pay eufldlng Pro4u41e NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 MODEL' 110RW4 (25 GA STEEL SKIN) MODE (5) INTERMEDIATE STILES FOR 16' WIDE DOOR G T ES ATTACHED TO DOOR -L-LOC SYSTEM ). o I Co / ~ ~D S Il L: 120RW4 (24 GA. STEEL SKIN) ATTACHED '1'1/ TOG-L-LOC (TOP & BOT) SKIN Willi PATENTED TOG A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CC:NTER r OPTIONAL SSB GLASS OR - 1/8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) I I I I , =D I D D D ~ 1/ 1/ !I 1/ !~ - ~ ~ ~ = , ) I :-- - i- - -/ "'" f\ , 1\ \)B t ( \ \ ( C ! - ----- I - C - VIEW "\ 1\ 1\ 1\ f\ D D D [ D D D /LO g :x g (B TW N I\ ~ ^ , \ \ \ \ ! D D D [ \ D D D / / "'I I... "'- LOCATION OF A ~ PTIONAl OUTSIDE KEYED LOCK POSITION 3" x 20 GA. U-BARS. U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BARS ON NEXT SECTION, ETC.) I VIEW "B" "C" f- I (;) :J I 0:: o o o CK POSITION OTH SIDES) o POINT LOCKiNG x <( :::;: OPTIONAL VENTS o :.> :z: ::) NOTE -L DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). MAX. DOOR WIDTH = 16'-0" INSIDE ELEVATIONS it VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2 000 PSI MiN. CONCRETE COLUMN): 3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 BLOCK) OR 24' CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1-1/4" 0.0. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OPTIONAL 10 SCREW TRANSFER LOAD WINDOW LITE SECTION B-B 2x6 YELLOW PINE JAMB " >> a.. ~ :c :-.I >.. .0 .a :9 .. .:.t: ," CI) " G) .. "ClI .... 0 >> - :::lI .0< 12 GA. GAlV. STEEL TRACK / BRACKETS FASTENED TO WOOD JAMB..../' WITH ONE 5/16"x1-5/8" LAG SCREW PER TRACK BRACKET. r- 2" THICK 1 MOLDED INSIDE LITE RETAINER #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE) PREPARATION OF JAMBS BY OTHERS. 25 GA. MIN. STEEL SKIN COATED Willi G-40 MIN. GALVANIZING, BAKED-ON PRiMER. AND A BAKED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKiN. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. .... - 0 ::.J- .., cD :::lI '" 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1 / 4" DIA. RIVETS. &, VERTICAL JAMB ATTACHMENT ~WOOO FRAME BUILDINGS)' 1/2"<3" LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FlUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED '1'1/(4) #14x5/8" SHEET METAL SCREWS. END STILE .... &, c.1l - g~ ~ i :n C) - - >- > ..J G) - "ClI ~N .L. - . ...J .u~ ..J . ~o. z::c SHIP LAP JOINTS. OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #14<5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI END STILE SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION REV DATE 01 9/27/1999 02 12/01/1999 03 1/2000 DESCRIPTION CALL SIZE ADD 'CBPC' TO TITLE BLOCK CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT ADDED JAMB ATTACHMENT INFORMATION LOCATION +15.0 +15.0 6ARA6E SERVICE DOOR POOL BA 11-1 DOOR BREAKFAST TO LAN.A.I DOOR EXTERIOR FRENCH DOOR CALL SI ZE 2B6B (2/B X 618) 246B (2/4 X 618) 260B (2/6 X 6/B) 266B (2/6 X 6/B) (2)206B (410 X 6/B) (2)266B (510 X 6/B) (2)2B6B (5/4 X 6/B) (2)306B (610 X 6/B) FOR 8'-0" HI6H UNITS MAIN ENTRY DOOR +15.0 +15.0 +15.0 +15.0 -BO.o -BO.o -lB.4 -BO.o MAIN ENTRY DOOR MAIN ENTRY DOOR o LIMITATIONS AS REQLJIRE~[~1~j~~@,~f DESIGN PRESSURE (PSF) +50.0 +50.0 DESIGN SUCTION (PSF) -BO.o -BO.o MANUFAC 11JRER SERIES 1* 2020HR 3020t1R 4020HR 5020f-lR 6020HR 2030HR 3030t1R 4030HR 5030HR 0030HR 2040HR 3040HR 4040HR 5040HR 6040HR 2050HR 3050t1R 4050HR 5050HR 6050HR OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 / OH3 OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 I 0143 OH2 / 0143 OH2 I OH3 OH2 / 0143 OH2 I OH3 OH2 / OH3 OH2 I 0143 OH2 / OH3 OH2 / OH3 OH2 I OH3 OH2 I OH3 OH2 I 0143 OH2 I 0143 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) rr 13 GA. GAlV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1-5/8" WOOD LAG SCREWS. l- I (;) W I 0:: o o a TRACK CONFIGURATION DOOR HEIGHT "L" 6 -6" 70" 7 -0 76 7 -6 82 8' -0" 88" j: "L" <:> W I <:> Z Z W 0.. o 2" GAlV. STEEL TRACK, MIN. TRACK THICKNESS: .060" TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. (4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). #14<5/8" SHEET METAL SCREWS Hn:D AREAS DENOTES ASTM EI300 LIMITATIONS AS REQUIRED BY F 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE VIEW "B" VIEW "C" NUAIR SLlDIN6 6LASS DOOR SCHEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 cALL SIZE MANUFAC11JRER SERIES 1* DESIGN PRESSURE (PSF) +30 DESI6N SUCTION (PSF) -64.6 -55.0 -31.1 -55.0 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 500B SOD 600B SOD B06B SOD '100B SOD 200 200 200 200 20 GA. GALV. STEEL INTE~ 7/16" 1.0. ROUND pui:~ 18 GA. GALV. STIR CENTER HINGE FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES '1'1/(4) #14x5/8" SHEET METAL SCREWS. 14 G.A.. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C END STILE l:J.QIL2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUC11JRE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF SECTION A-A (SIDE VIEW) LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. L1 3" r- 1-7/8" p T 3" TALL x 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (IE TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. :n "ClI <~ :l. .:.t: ~ ~ - a.. _ I ~~ z: (SI z: - JJ ~ ..J G) - :c ... so >> <>> :-.I <>> <lO ::) - - :n G) - -:t :n c :d::C11 g-; ..J G) :0 C - "0. Z:X OUTSIDE HANDLE 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. Clcpcy B\Jilding PnxJucts Compony ,All Ri9PU Reser...ed. The arrangements depicted herein are the sole property of the Clopay 8uildin9 Product. Company and may not be reproduced in on)' form without its written permission. MAX. DOOR SIZE: 16'0"W X 8'OH DES. BY MWW REV. 03 DRA lilNG NO. 101980 CHECKED BY MWW DESCRIPTION DOUBLE CAR MODEL 110RW4 & 120RW4 +24/ -24.5 PSF DESIGN LOAD rATE 8/26/99 SCALE NOTED CEPe (513) 381-4800 312 WALNUT STREET.l. SUITE 1600 CINCINNA TI, OH 452u2 Dlvlsloll of elopoy BuildIng Product. +30 +30 +30 NOTE: IT IS mE CONTRACTORS RESPONSIBILITY TO REY1EW ALL DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO ENGINEERING PA IS RESPONSIBLE FOR mE STRUCTURAL INTEGRITY OF mls PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OmER DESIGN PROFESSIONALS' SHOP DRAWiNGS, CONTRACTORS' BUILDING MEmODS, AND mESE SIGNED AND SEALED DRAWiNGS MUST BE BROUGHT TO mE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO mE COMMENCEMENT OF CONSTRUCTION. 306B (310 X 618) (2)2668 (510 X 618) (2)2B6B (5/4 X olB) (2)306B (610 X 6/B) (2)30BO (610 X BIO) 3008 (310 X olB) (2)266B (510 X 618) (2)286B (5/4 x olB) (2)300B (6/0 x 6/B) (2)30BO (610 x BIO) 300B (310 x 6/B) (2)266B (5/0 x 6/B) (2)2B68 (5/4 x olB) (2)306B (610 x 618) (2)30BO (010 x BIO) CALL SIZE B x 1 (OR B0100H) '1 x 1 (OR '10100H) 16 x 1 (OR 160100H) THERMA- TRU DOORS EXTERIOR DOOR SC.HEDULE TESTED PER ANSI/AMMA/NHHDA 101 /IS2 RIO SIZE DESI6N PRESSURE (PSF) DESI6N SUCTION (PSF) -34.1 -34.1 -34.1 -34.1 -34.1 -34.1 -32.4 -32.4 -32.4 -32.4 MANUFAC11JRER DESCRIPTION 34 1/2 x B2 1/2" 1*100 FLUSH STEEL +25.'1 +25.'1 +25.'1 +25.'1 +25.'1 +25.'1 +24.1 +24.1 +24.1 +24.1 30 1/2 x B2 1/2" 32 1/2 x B2 1/2" 32 1/2 x B2 1/2" 1*118 ONE LITE STEEL FRENCH I*IIB ONE L1n: STEEL FRENCH 1*12B n:N L1n: STEEL FRENCH 51 1/4 x B2 1/2" 63 1/4 x B2 1/2" 61 1/4 x B2 1/2" 15 1/4 x 82 1/2" I*IOB 15 Lln: STEEL FRENCH #IOB 15 Lln: STEEL FRENCH #IOB 15 L1n: STEEL FRENCH I*IOB 15 lin: STEEL FRENCH (H) x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x f.>2 1/2" 01 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x B2 1/2" 61 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '1B 1/2" 3B 1/2 x B2 1/2" 63 1/4 x B2 1/2" 01 1/4 x B2 1/2" 15 1/4 x B2 1/2" 15 1/4 x '18 1/2" +25.'1 +24.1 +24.1 +24.1 +24.1 +25.'1 +24.1 +24.1 +24.1 +24.1 +25.'1 +24.1 +24.1 +24.1 +24.1 -34.1 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 -34.1 -32.4 -32.4 -32.4 -32.4 1*20B STEEL B PANEL #FC-oO 6 PANEL FIBERCLASSIC #FC-60 6 PANEL FIBERCLASSIC OR #FC-2000 1 liTE FRENCH FIBERCLASSIC ( CUSTOMER CHOICE) BANCO OVERHEAD DOORS, INC. GARAGE DOOR SCHEDULE TESTED PER ANSI/A,MMA/NHHDA 101 /IS2 TEST LOADS PRESSURE (PSF) +315 +315 +30.0 TEST LOADS SUCTION (PSF) -48.0 -4B.o -31.0 DESI6N LOADS PRESSURE (PSF) DESI6N LOADS SUC TI ON (PSF) -32.0 -:32.0 -245 +25.0 +25.0 +24.0 EXTERIOR HINDOHS AND DOOR NOTES 1. ALL EXTERIOR WINDOWS ANI) GLASS DOORS ARE TO BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA 101/lS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED TESTING ENTITY. FBC 1707.4.2.1 2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. FBC 1707.4.4.1 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. FBC 1707.4.4.2 4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1-1/2" OR GREATER. THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE, WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE WOOD BUCK, FBC 1707.4.4.2 5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. FBe 1707.4.4.2 6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4 MPH GUST D E ea~~~~~. P.o. BOX 3~ - APOLLO eeAO~ - FLORIDA - 33&12 ~ - (813) 645 0166 FAX - (813) 645 ~~ e6 451" t(\n1ESE DRA\\1NGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND n1E ~ CUENT ON 111IS PROJ:CT. ANY REPRODUCTION OR UNAUT1-IORIZED USE IS PROHIBITED - 2003 , . & CREATED 01-02-02 3 120 SEC. LENNAR ~OM,e5 5CALE NOTED DATE 112/lZ>2 TAMPA DIVI61~ DRAlLN B,V. N:/BLOCKS/STD 2001 DOOR 4 WINDOW T A6LE5 DE JOB NO. PM - 5e>21 &DWl