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HomeMy WebLinkAboutEngineering 7-1/2•X 3•X .071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" �U o END ROLLER HINGE _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT m W/ (6) #14 X 5/8"SMS /-FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER WITHOUT DELRON SLEEVE (STD.)_1__1'f (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT i % WITH DELRON SLEEVE(OPTIONAL) CENTER STILE Z m I� 1 00 \`1 CENTER STILE 01- �\ A W CL 0 0 n t2 `1 — ---- 0 G ,, �I A 1 U ppp 1Uu1H O j ''\ L' \• cf 81 7_1/2,. X 2-1/4"X .071" ; `---- --..- 0 r O I 1 p GALV.STEEL CENTER HINGE ID 0 ca W/ (4) 014 X 5/8"SMS - ' I - I o = Q m 3 LL WITH DELRON SLEEVE(OPTIONAL) o I" 00 p 0 LL Z N= Z J 2/DOOR LOCK IIIIIIfffLLL�111IIIIII111III����� ,III III I���- _ IMI ILII eh S ! ` - II� of oo_ Qw.ry- f �'•_ N w A b b� i II 1"W X .I5'THK. LATCH 1 STANDARD LOCK 1 SPRING LOADED SLIDE BOLT(BOTH SIDES) O FASTENED W/(4) #14 X 1/2"S.M.S. '�1 a- —=n- I i 00 M -- 5/8'MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS --- —_ I -__ - I� Q_j I (3 < Z LL - ------ L:J, �\ — I la W DOOR HEIGHT CONSISTS OF 6'-6" 2 SECTIONS IB'2 SECTIONS 21' .158 DIA.GALV.AIRCRAFT TYPE i, � i p ` �e� L A O Of Z Of 3 Q N 6'-9' 1 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE-r-- 11 `\`l� OPTIONAL VENT ! O 7- N `D 7' 4 SECTIONS 21'- W/MIN.5 TO 1 SAFETY FACTOR! J I 1 (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U 7'-J' - - i I o OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN N", u7 I II I 120 SQ. IN. [COLONIAL DESIGN m 7'-6' S SECTIONS 18'- 6"X 3"X 0.1" 1 i 1 I Q rV Q T-9' 4 SECTIONS 18'1 SECTION 21' i STEEL PLATE �\L� MAX. DOOR_WIDTH ~ 8' 3 SECTIONS 18.2 SECTIONS 21' WITH(2) N14 X 5/8"SMS p p "'- - 8'-J' 2 SECTIONS 18'3—SECTIONS 21' _ 9� 8'-6• 1 SECTION 18' 4 SECTIONS 21^ --- ----f-' B'-9" 5 SECTIONS BRACKET BRACKET INSIDE ELEVATION s' 6 SECTIONs'i6'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR G -9'_3• 5_SECPONS 18'1 SECTION 21' DOOR OPTION ,xG{ 9'-6' 4 SECTIONS IB'2 SECTIONS 21' •• o 3 SECTIONS 18'3 SECTIONS 21' 7-7/8'X 3-1/8'X .010" 10' 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE DAB DOORS INC. o ' 10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) ((14 X 3/4"SDS Hurricane Master®Model 824811 _B gWg W fig+ 10'-6' 6 SECTIONS 2),- ---- 77 u u 10'-9' 6 SECTIONS 18'j1 SECTION 21' OUTSIDE d14 X 3/4"SELF DRILLING SCREWS MAY BE USE MOX. Site 9'-4" X 16'-0° High u�ai 11' 5 SECTIONS 18.2 SECIIONS 21' HANDLE END STILE IN LIEU OF#14 X 5/8"SMS WthndOw Lite Option I1'-3' 4 SECnONS 18.3 SECTIONS 21" n'-6" 3 SECTIONS 18"4 SECTIONS 21' DESIGN PRESSUR TING = + 50.0 PSF i THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT n'-9' z secnals te'S sEcnor4s zr _ - 60.0 ESF 'd n- 12' 1 SECTIONS 1B'6 SECTIONS 21' rIINSTALLEID R GUIDES - a a- e ON END STILE 12'-J' 7 SECTIONS 21'- #14 X 5/8'SMs GENERAL NOTES . o12'-6• 6 SECTIONS 18'2 SECTIONS 21'12'-9' 5 SECTIONS 18'3 SECTIONS 21' n Q OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE13' 4 SECTIONS 18^4 SECTIONS 21• RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC) FIFTH EDITION(2014) 13'-3' 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ,o 13'-6' R_SECnONS 18'16 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. En9r:JAVAO At LAAO rg01DWEREVIM 13'-9' 1SECTION 18• 17 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML ��ldM wNplyf7orN6 j 14' 8 SECTIONS 21"1- N 0 LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE70592 C.A.N. J8 Odldiq Cob 14'-3' 6 SECTIONS la"13 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aeoev111roe Nwe 3(T•o7 •• _ a I4'-6' S SECnDNS IS 4 SECTIONS 21' LOCKS SHOWN ABOVE 11 i16 a 4 SECTIONS 18'S SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o u _ 15' _3 SECTIONS 18'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. By C —� 15'-3' 2 6ECTIONS IB'_7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A O 015 (Mau Browing no. 15'-8' 1 SECTION 18" 8 SECTIONS 21• DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA IS'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND _ 16' 6 SECTIONS 18"4 SECTIONS 21" ASTM E1886-05/ASTM E1996-09. sheet ) of$ m 24 GA. STEEL PANEL m�� m 0 3/16"ALUM RIVETS 0 FLAPS BENT OVER PANEL Q 1 N i� O o Ix YI oG 1/2"PUNCHED HOLES J I V p a -.024"STL. PANEL ® 4"D.C. a 0.�'M OUTSIDE OF DOOR YJ a(L< 0 a1�C � O I LLZNu-m YJ r Q�i�fk'� STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16°X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) END STILE I 00 ONE PER BRACKET POSITIONED AT EYE LEVEL 00 0 ANCHORS AT TRACK BRACKET: 0 1 l l M OPTIONAL STOP MOULDING A) 3/8'DIA. POWER-BOLT BY'POWERS' w ) FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER TO MASONRY SEE NOTE ON SHEET 4 2"MIN. EMBED INTO CONCRETE Q Q� 1-7/8'MIN. EDGE DISTANCE ¢ 6 y m 614 X PER HINGE S 3/4`X 2°X 2-1/2'X 18 CA.STEEL B) 3/g•pa.H c SLEEVE BY'HIL71' Iz I-Z END STILE,CONNECT TO PANELS WITH LO W 1/2"X 1-3/4"X .059°FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE On FILLED BLOCK J¢ ()m 00 L SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z K 4 0.55 S.C. I EDC DIST'-• END STILE WITH 3/16°POP RIVETS ® 12.O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK 0 Z 0 m e'• CONCRETE Cc = .3000 PSI MIN. cn w 1-7/e°X 2-5/8"% 045`STEEL EDGE m J CENTER STILE,GLUED AND RIVETED C-90 GROUT FILLED BLOCK I'm = 2000 P51 MIN. TO PANEL W/(4) 3/16•RIVETS DISTANCE�1 QQ N= F 1 I/2"MIN. I POP RNEIS p\� #14 X 5/8"S.M.S. ; .-q1,3/16 1 4/HINGE bee o I. ANCHOR TYPE A OR B 0 w w 1.9" % 2.19•'X 3.3"% .102" (1) PER BRAG ET _3 STEEL TRACK BRACKETS +� SEE SHEET 3 FOR BRACKET SPACING u u SEE SHEET 3 FOR SPACING o b o i z - � 1 I 7'E 1/4-20 SS BOLT dt NUT c7-1/2"X .071" CALV. STEEL .�CENTER HINGE 7-1/2"X 27/16°PUSHNUrSECTION B-B ENO ROLLEINSTALLED ON ROLLER SHAFTEngr:JACADLA}IMADSTEEL TRACK INTERIOR SIDE 1.8ROLLERS (STD.) OA,pE/I 70592 014 CA.K 2-1/8"X 1`(STANDARD) 1.82" DIRS (OPTIONAL) CA.N.35 a AOo�l18o s 3� •0712 GA% 3-5/16"% 1-1/2'(OPTIONAL) 2.75' DIA. X .50STEEL RORS (OPTIONAL) L 2.75" DIA. % .50"NYLON ROLLERS(OPTIONAL) v° o` 5 FASTENED TO TRACK PLATES WITH 5" STEM O� W/ 1/4-20 X 5/8'TRUSS IID. N4i�11 py„ SLOTTED M.S.&LOCK NUT =ng MAR42015 2015 Ls eh J2015 POP RIVETS 2 X 2 X 1/8'HORIZ.ANGLE ►l m 2" _ 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TT]ACK V o 2-3/4'X 5-1/2'%3"%.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT READ, ON DOORS WITH TWO WELDS AT 1-1/2"APART II! GALV.STEEL �Y o TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY E%REEDING B FT. IN HEIGHT FIRST AT 3"O.C. I FASTENED W/(6) § 14 X 5/8"S.M.S. _ _ 3 PER BRACKET II A�, REST AT 9"O.C. J CONNECTED TO FLAG BRACKET ANGLE Z .090 THK.GALV.STEEL ADJUSTABLE a•1 W/3/8-16 X 3/4"BOLT&NUT SLIDE FASTENED TO BRACKET _ 2-1/2'•X 4-1/4"X 13 GA. STEEL PLATES -- AND TO SPRING SHAFT GUIDE WITH Z �� W/5/16-18 X 3/4' HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE A J (2) 1/4-20 X 5/8"BOLT& NUT h w N I� M. SCREWS&NUTS. FASTENED TO TRACK - - d G TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - -- HORIZ. ]RACK LENGTH = OPENING HEIGHT PLUS 12" G m (STANDARD) d O _ TOP BRACKET �F• (OPTIONAL) _ VERTICAL TRACK Q 8 h = LOW HEADROOM DOOR 14 CA CALV. STEEL TRACK 2-1/8'% 1"%.080" O'O N SECTION A-A HORIZONTAL REINFORCEMENT 1/2'% 1-3/4'X.059"FORMED STEEL Q a Q O g 2'%5-1/2"%.104" GLUED TO PANEL AND FASTENED TO GALV.STEEL --- C 00 VERTICAL STILES WITH FASTENED W/(4) # 14 X 5/8"S.M.S. R 0 N n (2)3/16'POP RIVETS TOP ROLLER BRACKET FOR Q w U)a LOW HEADROOM DOOR OPTION {{,Z N 9 m HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J z0Z cM S W 1/2"% 1--3/4"X .059"FORMED STEEL HEIGHTQ GLUEO TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH 5TH BI 82 83 84 I BS 86 B7 B8 /VERTICAL STILES WITH 6'-0" 18" 18' 18 18 N/A 1°TO 2"11-3/4" 23" 34 45" 56" 67" (2)3/I6"POP RIVETS 6'-6" 21" I8" 18'• 21 N/A 1"TO 2"11-3/4" 23" 5/16"MEETING RIB 7'-0" 21"21" 21"21 N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -- 7'-6" 18" 18" 18" 18 18"1"TO 2"11-3/4" 23" 34" 45" 56" 1.82"DIA X.50"ROLLERS ter= —). ... 8'-0" 21" 18'�18"118" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67 78-1/4 Cf m W/ .44 DIA. % 4-1/4"STEM -_t� •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O O M pq = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O uj M d9 OPTIONAL INSULATIONS: Ir. I Q J BY'OYPLAST PRODUCTS LLC' w O Q L, EPS-E%PANOED POLYSTYRENE a o m I� U= a 0 1.9"X 2.19'X 3.3"X .090" DENSITY= 1.05 PCF STEEL TRACK BRACKETS / 0 Z F-z tD i N.O.A. #11-0926.07 2-3/16"HIGH % J 00 W n u OR m CONNECTED TO TRACK WITH Q N m 0 1 �+ ISO-25 POLY-ISOCYANURATE / Z T m= ) 1/4"BOLTS&NUTS. /_ Q �n o DENSITY= 2.0 PCF / O O -----N.OA. d11-0926.06 m - --)Z / I O Z= N au - - OR / w O Q o BY'CElLOFOAM NORTH AMERICA' % N ED rn J 3 DENSITY= 1.03 PCF m i Q N a J N.O.A.A10-1129.04 OR BY�SULFOMLLC�. a DENSITY=0.92 PCF N.0.0. d14-0711.08 IT m.......... ®. \14 GA. GALV.STEEL IG a I(I ROLLER HINGES FASTENED W/(4) RU X 5/8"SMS m�— la Q MIN. .024"ROLL FORMED STEEL PANEL o DRAWING QUALITY G-40 s -- MIN.YIELD STRENGTH= 34 KSI N v W WITH PRIMER AND BAKED-ON TRACK CONFIGURATIO u g u POLYSTER PAINTED TOP COAT 3 APPLIED TO BOTH SIDES OF STEEL 0 A 16 O m VERTICAL LIFE HIGH-LEISTANDARD LIFT LOW HEADROOM .� a DOUBLE TRACK 12 GA. GALV.STEEL AVAILABLE TRACK OPTIONS BOTTOM BRACKET FASTENED /W/(4) #14%5/8'SMS Engr:JfVAD AJIMAD CML FRODUCP REVLSFJD i a -< FLA.PE R 70592 raa�yfq w#h�ila�1A� o - C.A.N.3 38 Yriidiioe md� ,� a pc_)� BOTTOM SEAL OPTIONS Aagdoat/,0SEE SHEET 4 Uf drawing no. 1 SECTION A-A Lsheet 3 of 57 3�4" REINFOPCEMENY �� IN. 1/2"X 1-3/4"X .058" �� o OGE FORMED STEEL O1 _ DIST. Ne x 1" —— — SELF DRILLING SCREWS - ,I w i 1-1/2" MIN. 4 OR -V— _- SEX 1" EDGE DIST. o I 3/16"'RNEX'STEEL RIVETS OR DRILLING SCREWS A om m H o\ MUITIGRIP W DOME HEAD / 0 5 n o \ I o /AT 48"O.C. 3 'RIVESTEEL RIVETS u� pp MULTITIGRIP W//DOME HEAD nAT 48"O.C. 0. REINFORCEMENT 1/2`X 1-3/4"X.058" OFORMED STEEL O IL It 20Y 1/4"DIA. LAG SCREWS 2BY 1/4"OIA.LAG SCREWS O LL WOOD BUSK I n �-AT 6`FROM ENDS W000 BU SAT 6"FROM ENDS 7/ I AND 19"O.C.MAX. I AND 19"O.C.MAX. I I W'STRIPAADAAA SEM W'STRIP ADAPTER cf.j M o STEEL N0 W 4 @� Is W'STRIPPING RUBBER W'STRIPPING 0 N Q W 0 12 _o os�o�� E T— .040 LL i ID i s .0 . to 2z,�I� 4 .700 -- 34a Q W F---1.750 �—{ t , 1.790 1 I BOTTOM SEAL OPTIONS OPTION 'A' OPTION '8' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) I o �1 WM THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN a� Q WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. '-- - _ a U 2 FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE - ._,„_ ANCHOR SPACING (¢ Z F VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS STRUCTURE EMBED SPACING EDGE DIST: Z 3 8 HLC SLEEVE BY HILTI'_ CONC. 1-1 4' 8" 1-5 g N wa 3 8`HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 a" 4" f 3 8"DYNABOIT BY'ITW' CONC. 1-1 2" _8= 2" O O 3 U N 3 8"DYNA90LT BY'ITW' FILLED BLOCK 1-1 2" 8"_ __2-1 4" 5/16" X 1-5/8` STEEL STRUCTURE BY OTHERS 3/8"POWER-BOLT BY'POWERS' CONC. 2" 8" CJ Op Z in IAC SCREWS MUST SUPPORT IHE LOADS IMPOSED 3/g'SLEEVE-ALL BY'SIlAPSONS'I CONC_ 1_�2" 8" 1-7 8' 'n n AT 12'O.C. BY DOOR SYSTEM - Dorn J CONCRETE f'c - 3000 PSI MIN. Q N Q J 5/16"DIA BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. = t= WOOD BUCK CONNECTION TO MASONRY WITH WASHER&NUT �--� AT 12"O.C. MAX. \>> EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 9 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH i a 1/4"ULTRACON BY'ELCO'WITH SPACING OF l �O TM o 16"O. C. INTO GROUT FILLED BLOCK WAIL,WITH 2-1/4"MIN. EMBED 16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1 1-1/4`X 2-1/2"X 14 GA ( o o 2-1/2"MIN. EDGE DISTANCE I-1/2" 1-1/2" CONT,STEEL AN 1-1/2" 1/4"TAPPER BY'POWERS' WITH SPACING OF - 8 14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 CA GALV.STEEL ---- h u 16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3 4"MIN.EMBED FIAT BRACKETS f3"LONG 2-1 B"% 1"X 14 GA. y z ,3 •¢o / 1/16`% 2-I/2 GALV.STEEL TRACK m 3"MIN. EDGE DISTANCE AT 12"D.C. IN DOOR OPNG. FILLET WELDS it FASTENED TO TRACK PLATES 3 8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. AT 18"O.C.ABOVE DOOR OPNC. W/(2 1/4-20X5/8"TRUSS NO. / CONNECTED TO CONT.ANGLE SLOTTED M.S.h LOCK NUT 3/8"LDT BY'ITW'WITH SPACING OF IN 24"O.C. INTO 3000 PSI CONCRF,TF,WITH 2-1/2"MIN.EMBEDW/(3)SPOT WELDS AT EACH SIDE2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK GONTINUWS ANGLE TRACKTO WOOD BUCK TO STEELTO CONCRETE AND FILLED BLOCK3/8"HLC SLEEVE BY'TiILTI'WITH SPACING OF 8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4"MIN. EDGE DIST. 2-1/2C. INTO EDGEOPSI DSTANCE CONCRETE, WITH 1-I/4`MIN.EMBED AND ALTERNATE TRACK INSTALLATION r' PREPARATION OF JAMBS BY OTHERS Eng,:JAVAD AHMADCIML PRODwf LEVISED i a FLA.PE t 70592 r .ith de Fladh 1 �' FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY �4ML14Y 1: C.A.N. 538 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED -RdhvI n a BY DOOR SYSTEM. A —Ne 3Z s FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF =_� RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY B>r d a in no.l BUILDING OFFICIAL UPON INSPECTION. hotCb�Yhl 9 f MAXIMUM EXTERIOR(+) LOAD PER JAMB =(9.33' X 50 PSF)/2 = 233.3 lbs per Ft. Kfmwj 01 -09 MAXIMUM INTERIOR(-) LOAD PER JAMB (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. sheet 4 0� t` m * PLASTIC COMPLIES WITH soo -sl .250 �v o DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o z m w FF m Z 1.765 1.7125 Q m 7/16"DIA.WASHER Q OOI ,.,aa a fu OG v �;\ ` t I� (/8%3/4'SMS 21 3 4" I i V ro 1 0 3/8'FROM ENDS MAX. a Q Q g IDH/) 1 III I I AND 7"O.C.MAK WOW.WIDTH 0 n G gg * EXTERIOR FRAME * INTERIOR FRAME H o ry I III / w s 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 3 LL I (4)qe X 3/4'SMS = o Qty I ® 1-3/8"FROM ENDS \ ro MAXl�X' Z i- a :Ili ti ��I AND 6-1/2'O.C. MAX. < 30 o C.L.O. l7Z�MNy g J I I[ r -- !III .175% .062 DEEP I / © O '. ../.. ..../,.• �I r._ yy II N t I GROOVE J ;l' •:-c�;.r. �! -1 Lid III I y _ V 1 0 ao :III '• I ;,_.._..n .I - , T O r7 IIII 1/4"POLYCARBONATE LEAN I -BY'SABIC INNOVATIVE PLASTICS' « ,. i'I : w IIII NOA#13-07)7.01 A Q Q lJi cj co I I t 1 C) O Z N Q ¢ J I N r 'lll it t� t�1 O fl K' .175 X.062 DEEP ED ;III I GROOVE 1 III 6IN (4)#8 X 3/4"SMS INSIDE ELEVATION - ® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/2"D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION IN U C r � I #8 X 3/4'SMS I O j III 1 0 3/8"FROM ENDS .175 X.062 DEEP ri - i r l AND 4-1/2"O.C. MM. GROOVE R8 X 3/4'SMS ®3/8"FROM ENDS AND 7"O.C.MAX. r_ ------- __ ____--_-_ _ Engr:JAVAD AH MADCIVIL PAOWC?REVLYPD s 7/16"DIA.WASHER - - _- ' - - - - - - - - - - FIA,PE#70 92 ��Iyiol�the Fla" I ,\� ----------- 7/16" - GA.N.3538 6d10io�Oot! I a --- Aooeptme Tb S /7 0( DOOR PANEL EXTERIOR 24 CA. (.024)STEEL MIN. B �- --� DOOR PANEL 15 16" MIN. M r drawing n0. 24 CA. (.024)STEEL MIN. / D.L.OPG. .P.,dw ComVIA ClA21NG SITE 01-09 9 WINDOW WIDTH steel 5 of5j These Tables Are For GARAGE DOORS.IN One and Two Family Dwellings Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B, C or D Table R301.2(2) of the 5t' Edition FBC Residential COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] ❑160 EXPOSURE;B 9'x 7' Door=+24.3 -27.5 ❑160 EXPOSURE1B 16'x 7' Door=+23.3 -26.0 ❑T60�EXPOSURE C 9'x=T Qoor +29 5 =33 3� 0 story and max 15' k.. �.„� _ ❑160 EXPOSURE C 16'X 7'Door=+28.2 -31.5 mean roof height) ❑160 EXPOSURE,C 9'x 7' Door=+34.1 -38.5 (2 story and max 30' 1-1160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height) ❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15' 0160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height) ❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30' ❑160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height) ❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1 ❑150 EXPOSURE B 16'x 7' Door=+20.4 22.7 ❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15' Ell 50 EXPOSURE C 16'x 7'Door=+24.7 -27.6 mean roof height ❑150.EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30' ❑150 EXPOSURE C 16'x 7' Door=+28.6 -31.8 mean roof height) ❑150 EXPOSURE D 9'x 7' Door=+31.4 =35.5 (1 story and max 15' ❑150 EXPOSURE D 16'x 7'Door=+30.0 -33.4 mean roof height) 171150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30' F-11 50 EXPOSURE D 16'x 7''Door=+33'.9 -37.7 mean roof height) Notes• ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection. Glazing in Garage,doors must comply with R301.2.1..2 (Glazing must be impact resistant or shuttered) Miami Dade N.O.A or Florida Product Approval#