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1 SECTION 15' 3 SECTIONS 21' WITH (4) }14 X 3/4'SDS (3)5'WIDE AT O.C. MAX. WOOD GRAN DESIGN L— 3 0
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7 4 SECTIONS 21'-_ 18'-2' IO c
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7'-8' 5 SECTIONS 18"- INSIDE ELEVATION BUILDING CGDE,TAS-20Z TAS-201 A TAS-203 FOR MMZ AND
7'-9' 4 SECTIONS 18'1 SECTION 21' ASTM E1BB6-05 ASTM E1996-09. ry N o
V 3 SECTIONS 18.1 SECTIONS 21• OUTSIDE RAISED PANEL EMBOSSED DOOR o =12
5'-3' 2 SECTIONS 18'3 SECTIONS 21• HANDLE GENERAL NOTES
B'-8" 1 SECTION 18' 4 SECTIONS 21 END STILE DAB DOORS INC. 1.THIS PRODUCT HAS BEEN DESIGNED ANO 7)5201 T( COMPLY WITH THE
8'-9' 5 SOCIKN6 21'- Hurricane Closter®Model 824/811 REQUIREMENTS OF THE G HI(STH EDfI10N)/2RIC(ERI NEEDI(Fr)FLORIDA
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9"-3' 5 SECTIONS 18'1 SECTION 21' D ON END STILE
B'-8" 4 SECTIONS 18"2 SECTIONS 21' }14 % 5 B"SMS With Window Lite Option AND INSTATED PER MANUF'S INSTRUCTIONS.SPECIFIED ENBEOMENT TO BSE/ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L IB n
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M ON EACH SIDE OF DOOR - 44.0 PSF TER
10'-5'B SECTIONS 21'- COME INTO CONTACT WITH OTHER DISSIMILAR MA LETS SHALL MEET THE w A
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CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE 8:ADOPTED STANDARDS.
IT' 8 SECTIONS 18'1 SECTION 21• K e
1' S SECTIONS 18'Z SECTIONS 21 OUTSIDE KEYED LOCCENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL 15 GENERIC AND GOES NOT PROVIDE INFORMATION '
IV-3' 4 SECTIONS 18".3 SECTIONS 21 OPTIONAL DOOR WIDTHS }OF CENTER STILES FOR A SITE SPECIFIC PROJECT,Le.UFE SAFETY OF THIS PRODUCT,ADEQUACY
3 SECTIONS 18'4 SECTIONS 21 ® ®® ® OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
LOCK BAR LOCKING SHOWN W-0'TO 9'-10• 2 WATER INFILTRATION RESISTANCE ETC. n_n_
11'-9'2 SECTIONS 18"S SECTIONS 21 ALTERNATE TO to'-0•TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, G 6 g B
12' 1 SECTIONS 18'5 SECTIONS 21 -' SPRING LOADED SLIDE BOLT 12'-0'M 13'-10' 3 AND TO BE REVIEWED BY BUILDING OFFICIAL B 8 S
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0'TO 9'-10' 14'-0'TO 15'-10' 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION '
12'-5. 5 SECTIONS 18'2 SECTIONS 21" 13'-11'ro IY-2 S IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. c-
DOOR WIDTHS
12'-115 SECTIONS 18'3 SECTIONS 21' LABELING TO COMPLY WITH SECTION 1709.9.2.
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2-1/2'MIN.EDGE DISTANCE
RARATION OF JAMBS BY OTHER
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FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY _
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ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
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RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY �' l
BURRING OFFICIAL UPON INSCTION. 8T OF • drawing rrttno.
MAXIMUM EXTERIOR(+) LOAD PER JAMB (18.16'X 62 PSF)/2 291 Lbs Per Ft. - .. 0�..•• �` 0G—G I
MAXIMUM INTERIOR(-) LOAD PER JAMB (18.18' X44 PSE)/2 355.5 Lb. per Ft. ��,'"_q � ``` sheat 4of 5
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O j 18 X 3/4"SMS O AaWVc No 172 '
B 1 1 1 j l O 3/8- FROM ENDS .175 X .062 DEEP E. T7wto_
AND 4-1/2"O.C. MAX.
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#8 X 3/4"SMS _ � I LII 111 Y
O 3/8"FROM ENDS _- _ `\\\\ r////'
AND 7'O.C. MAX. r
_ ----------- _- - _ __ - _ _-___ �� \,\CEN �i b
7/15"DIA.WASHER -
EX
-......
-_-- _
DOOR PANEL TERIOR
24 Cal (.024)STEEL MIN.
DOOR PANEL 15/16'MIN. D.L.OPG. OP drawing no.
24 GA. (.024) STEEL MIN. - GLAZING SITE . ORID... ` r1 r7
WINDOW WIDTH ' �//.��,, ;�'A!�♦ OL—L1