HomeMy WebLinkAboutBuilding Plans %2-1/4 %IB CA. PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1•'GALY.S1EEL CENTER HINGESTEEL PUTE WITH ONE 5/16-I8 MS W/NUT OPTIONAL DOOR NEWER 4"
W/(4)/14 X 5/8'SMS FASTENED TO ENO STILE WITH TO BE INSTALLED AT
07-1/2'
WITHOUT DELflON SLEEVE(SID.) (6)114 X 3/4'SELF DRILLING SCREWSCENTER
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STEEEE SEE SHEET J FON TOP BRACKET OPTIONS O
p p CENTER STILES
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WITHOUT OELRON SLEEVE(STD.) r'A LL N
WITH OELRON SLEEVE(OPTIONAL) p - ---7-1/2"X 2-1/4'X.071' LOCKGALV.STEEL CENTER HINGE 1WIT(4)I/14%5/8'SMS ___ _2�DOORrl Q;D
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CENTER HINGE STMI G L LDCIL 1 - 1�=J� I�—�I Im 0 r�
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5/8'MIN.LOCK ENGAGEMENT `` 0
CONFORMS TO SECTION 1008 REGARDING 10 w S J o LSV a
GARAGE DOORS r , .-0
.158 DOl GALV NRCRAFI TYPE • �,�J` 1 IG�I 1 ICI B
CABLE h NICO-PRESS SLEEVE 8
W/MIN,510
1 SAFETY FACTOR O ® - _ -�_`l_ _ — m •�k'
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2-3/41.X 5-5/8'H X.090'THK" / `� • — -- 41y, m
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SELF DRILUNG SCREWS
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OW
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HEIGHT CONSISTS OF GKN DOOR 7TEEL %J-1/8'X.ata' (3)5-AL VEMs -- 1 O Q 3 „
6'-6" 1 sECDOMS le'2 SECTIONS Ii' sTFEL PUTE (})S'WIDE AT]'O.C.MAX. OPDONAL RUSH FACE --11
6'-9' 1 SECTION te' J SEG1%INS 21- WITH(4)/14 X 3/4'505 OPNC.MEA NOT TO EXCEED 120 50,N. W%.DOOR MOTH W000 CRAW DESIGN L A S O =o
]' 4 SECTIONS 21'- _-- - 16•_2•
DOORS INC.
Y-6' S SECTIONS ta'-
CENTER STALE INSIDE ELEVATION m a W
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e'-J' 2 SI:CTpN6 la"1 SECDONs 21' IUNOLE END STILE WIh Window lit.Option
a'-e' I sEGWN I8' 4 SECTIONS 21 [71.X J/4'SELF DRILLING SCREWS IMV BE USED
W-11" S SECOOHs 21'1- IN LIEU OF/14 X 5/8'SMS
s• 6 SECTIONS te'- LOCK BAR GUIDES DESIGN PRESSURE RATING = + 36.0 PSF
9'-]' S sECTNIS Ia 1 SECTION 21' INSTALLED ON ENO STILE - 44.0 PSF
s'-4' 4 SEZ-NS 1a'2 SFCTIdIS 21' wrtH(4)/14 X 5/8'SMS
THIS PRODUCT IS RATED FOR URGE MISSILE NIPACT GENERAL NOTES
9'-9' 3 SECTIONS le'J SECROM 21' • Q .18T X.BW LOCK BM 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C 5€S
t0' 2 SEGDONS te'4 SFCTI0115 21' ENGAGES IN LOCK
REDUREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
t0'-J'1 sECDON la' 3 SECTIONS 21' TL ON EACH SIDE DF ODOR INCLUDING HIGH VELOCITY WARCME ZONE(HVNZ). G B
10'-6'6 SECTIONS 11"- L CENTER 5111E5 SCHEDULE'A'
SECItONS 10't SECDNT 21' 2. ANCHORS MBED 5N AS LISTED,SPACED AS SHOWN ON DETAILS. • g g g
SEC110MS 16'2 SECTIONS Z1' OUTSIDE KEYED LDGK CENTER SDLFS CONFIOIXMDON ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1'-J'<SECTIONS 10'J SECTIONS 11" 9PIl9NAL DOOR WIpINs /OF CENTER STIES DRESSING OR STUCCO.
1i-6'J SECLIONS ta'4 STSIIOHS 21' LOCK BAR LOCIONG SHOWN e'-0'TO 9'-10' 1 3. ALL BOLTS,NUTS MO WASHERS SHALL BE ZINC PLATED CARBON STEEL
I I'-9"2 SECTIONS 19'S SECTIONS 21' ALTERNATE TO ® ® m'-7 m II'-10' __1 _ 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
13' 1 SECTIONS la'f SECTIONS 21' - SPRING LOADED SLLDE BOLT 1Z'-0"TO IJ'-10' J THESE DETAILS NLE NOT PART OF THIS APPROVAL.
'-S'7 SECRONS 21'- LOCKS SHOWN MOVE B_0•TO 9'_10' 14'-0'Rl IS'-l0' __4 S A LOAD DURATION INCREASE IS USED N DESIGN OF MOIORS INTO WOOD ONLY.
I2'-6'6 smos la'2 SD:IIONS 21' F DOOR YIN)TH5 IS'-tt'TO 16'-2' S
WOR IESIEO IN ACCORDANCE WITH ME 5-203 MFNIS OF ANO 12'-2'15 SECTIONS Ta'4 SEGTIOMS 21' NW. El CODE,TAS-202,TAS-201 TAS-203 FOR H.HZ MIO
13' {SfCRONs 1a'4 SE'DO6 2I• ® ® ASTM EI8B8-OS/OSTM El...-.. _
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'•4•,j 2'YIN.EDGE DISTANCE
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VERTICAL STILES WITH 2'%5-1/2' STEEL SECTION A-A A m o n
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w W n
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO AOOTIONAL CKCUUTIONS/DESIGN Q LL
WILL BE RE
REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.WSTALIATgN MAY BE
WRIFlED AND APPROVED BY THE BUAOING OFFICIAL.UPON INSPECTION. - - ANCHOR SPACING
ANCHORS STRULTUIRE EMBED SPKRIG FI)GE GIST.
J 6 NLC SLEEVE 6x WLTI CONC. I-I 4 B' 2' d.rn O e
J B CONREX BY'ELCO FlLLED BLOCK 6' J-3 4 O 3 V h
J 6'DYNABOLT BY RW' CONC. 1-1 2 8' 2-I 2 STEEL SUPPORT
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5/10-%1-5/8. MUST SUPPORT THE LOADS IMPOSED J POWER-BOLT BY POWERS CONC. 2' 8' 2' o �
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LAC SCREWS BY ODOR SYBtEL
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WOOD BUCK CONNECTION TO MASONRY .-_ - ATH WAS
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PHESSUIE TREATED 218 SMP WB
OOD JAMBS WHICH SHALL BE ANCHORED TO 1i,' f AT 12.D.C.MAL EDGE DIST.
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LOGE DISTANCE FlLLEi WELDS AT IB'O.C.ABOVE DOOR OPNC. FASTENED 10 TPKN PLATES
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FOR NEW CONSiRUCT10N ENGINEER OF RECORD OR ARCHITECT TO VEMFY CML � � � a I
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ADEQUACY OF SUPPORTING STRICTURE TO SUPPORT LOADS IMPOSED CAN.
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FOR ODOR REPOR INSTALLATION
T W RETROFIT BUILDINGS AND
NO ENGWEEUR OF
flECONO,DOOR WSTALIAiION INV BE ftEMEWED IND APPROVED BY dr6win
BUILDING OFFlCML UPON INSPECTION. ZOOS A AMN/CK11lWE 9 n
MAXIMUM EXTERIOR(.)LOAD PER JAMB:(16.16'%62 PSF)/2-291 Loa par FI. OL—LnI�
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'X N PSF)/2-355.5 Lha per R. 9heel 4of $
.500 r-T.250 f 2
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