HomeMy WebLinkAboutProduct Approval 21W X 7 —Ir.o
RECE RE C El V-'7L) FEB 16 2016
MIAMI-DADE
MM
F L C 0 P Y MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade-moy/economy,
DAB Door Company,Inc.
12195 NW 981h Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use,of
such product or material within their jurisdiction. 'RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material tails to meet the requirements of the
applicable building code.
This product is-approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-411 Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets I through 5 of 5,
dated 02/01/2001,with last revision J dated 03/0912015,prepared by Al-Farooq Corporation,signed and .
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the,
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING.,Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0814.04 and consists of this page I and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.02
MIAMI-DADECOUNrYM Expiration Date:August 9,2016
Approval Date:June 11,2015
1 ��/�z/yA1S Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 '
i
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NDA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F.Font,P.E.
"Submitted under NOA#01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No. HETI 01-974A,dated 01/29/2001,signed and sealed by
Hector M.Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001,signed and
sealed by Hector M.Medina,P.E.
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel
panels,prepared by Celotex Corporation,Test Report No.258592, dated 08/17/1998,
signed by W.A. Jackson,P.E.
06�b21ZsJS
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"FVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.BETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material',prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 044251,dated 11/29/2004 signed
and sealed by I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material',prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NDA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 a2 Zots
Carlos M. trera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2-X 3-X.071-G&V.STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0.1-
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W1 NUT
6)#14 X 5/8'SMS /-FASTENED TO END STILE WITH
W/( -,I OPTIONAL DOOR VIWER
WITHOUT DELRON SLEEVE (6)#14 X 3/4-SELF DRILLING SCREWS TO BE INSTALLED AT
WITH DELRON SLEEVE(OPTIONAL) 00 CENTER STILE CENTER STILE
A
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0
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EEL CENTER HINGE
W1(4) #14 X 5/8-SMS
7-1/2-x 2-1/4!'X.071' ---------- 0
G&V.SIT
WITH DELRON SLEEVE(OPTIONAL)
F 00
a. 10
rD a I
LOCK X I- 0
0 0 6
Ir2l DOOR
IrrZ
I"W X AS'THK. LATCH
STANDARD LOCK
eS
SPRING LOADED SLIDE BOLT(BOTH SIDES) 00
FASTENED W/(4)I!14 X 1/2-S.M.S. 100 O
5/8"MIN.LOCK ENGAGEMENT
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CONFORMS
S TO SECTION 1008 REGARDING CARACt DOORS
----------------------
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DOOR HEIGHTi.SECTIONS
OF (n min I
TV 2 SECTIONS 214 .158 DIA.GAW.AIRCRAFT TYPE W
W/MIN.
&NI OPTIONAL VENT L—A
W-V 11 SECTION IV 3 SECTIONS 211' MN -PRESS SLEEVE-1- 0
GO R WIDE AT D.C.ktAXI
7* 4 SECTIONS 21" 5 TO I SAFETY FACTO (3)5 \_OPTIONAL FLUSH FACE 0 Z
DO _j
NOT TO EXCEED WOOD GRAIN DESIGN N 0-1o
I
V-15" 5 SECTIONS Is"- 6"x 3'X OLI" -COLONIAL DESIGN
V-V 4 SECTIONS 18'1 SECTION 211* LATE
3 SECTIONS IV 2 SECTIONS 21; WITH(2)#14 X 5/8-SMS
a. STEEL P MAX. DOOR WIDTH
81-Y 2 SECTIONS TV i SECTIONS 2V 9-4
81-60 1 SECTION 10' 4 SECTIONS-PI
11-9. 5 SECTIOHS.21"_- BRACKET BRACKET INSIDE ELEVATION
1.9' 6 SECTIONS 18'- SM. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
-3. 5 SECTIONS 16"1 SECTION 21* DOOR OPTION
T__G' 4 SECTIONS tow 2$EMUS 2r
I.-V 3 SECTIONS 18"3 SECTIONS 21" 7-7/8"X 3-1/8'X DID"
STEEL PLATE
lo* 2 SECTIONS TV T SECIIO-14S 21* DAB DOORS INC. 0
101-3" 1 SECTION IV 5 SECTIONS 21' CENTER STILE WITH(4)#14 X 3/4'SOS Hurricane Master®Model 824/811 5.
a
lV_V 6 SECTIONS 211- High c.gg
io`-V 6 SECTIONS IVII SECTION 21' OUTSIDE IJ14 X 3/4'SELF DRILLING SCREWS WAY BE USED Max. Size 9'-4" X 16'-0 c
1. HANDLE With Window Lite Option
—1 5 SECTIONS 18'12 SECTIONS 21 NO STILE U OF #14 X 5/8-SMS
I 11-3' 4 SECTIONS 18'3 SECTIONS 21'
'-
17'-6' 3 SECTIONS 16"4 SECTIONS 21" MISSILE IMPACT DESIGN PRESSURE RATING + 50.0 PSF
W-9- 2 SECTIONS W 3 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISS
IV 1 SECTIONS 10'6 SECTIONS 21' GUIDES 60.0 PSF
3 SEC N t
ft9:: 9
12-:4" R0NS_2P 7-- WITH(4)114 X 5/fr SMS GENERAL NOT
ES IV_V 6 SECTIONS 18'2 SECTIONS 21*
/I OR I
DOOR
t"ME
LOCK
BAR
AILE0
IV-V 5 SECTIONS 18'3 SECTIONS 2V
ON END STILE L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
ABT X.6W LOCK BAR NEON- i V;`_
-13, 4 SECTIONS 18'4 SECTIONS 2111 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION(2014)
13'-3* 3 SECTIONS 1845 gSEGIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(MM2).SECTIONS
IX_6* j SECTIONS 18' 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. En"41 CIVIL nwominvalm
13'-9--I SECTION 18" 7 SECTIONS 21 OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL a III')*
W a SECTIONS 21'_ LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. F Flk 1 718�191
—4'-3" 0 SECTIONS IV 3 SECTIONS 21
ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS 15HAUL BE ZINC PLATED CARBON STEEL. CA
14'-fi" 5 SECTIONS Is" SECTIONS 21 LOCKS SHOWN ABOVE
I4'-9' 4 SECTIONS TV 5 SECTIONS 21'
4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
W5 FSE(MONS IF 6 SECTIONS 211 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
2 SECTIONS 11V 7 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no.
15'_6' 1
SECTION 1 8 SECTIONS 2P DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
IV
-Ir 14 SECTIONS 21-1- BUILDING CODE,TAS-202,TAS-201 *TAS-203 FOR HVHZ
16" 6 SECTIONS IV14 ASTM Ei 886-05/ASTM E1996-09.
SECTIONS 211 sheet 1 of 5
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ONE PER BRACKET POSITIONED AT EYE LEVEL O
ANCHORS AT TRACK BRACKET: O n
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TO MASONRY SEE NDTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE
014 X 5/8"SMS - 1-7/8'MIN.EDGE DISTANCE 1U y y,
3/4'X 2'X 2-1/2"X 1B GA STEEL ``Z 1-VY w
6 PER HINGE END SRLE,CONNECT TO PANES WITH B)3/B"DIA HLC SLEEVE BY'HILT1' I- Z m
SOUTHERN PINE .. 1/2"X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4-MltC EMBED INTO CONCRETE OR FILLED BLOCK ¢ {/}rn p 1
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TO PANEL Wf(4)3f16'RIVETS
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1.9'X 2.19"X 3A X.102' ANCHOR TYPE A DR B g b' �€19
STEEL TRACK BRACKETS (1 PER BRACKET
SEE SHEET 3 FOR1!7
IF SE SHEEP 3 FOR BRACKET SPACING
1, 1\
/ 1/4-20 SS BOLT 4:NUT7-i/2"X.071'GALV,STEEL CENTER HINGE 7—i12'X 3'x.071"7/16'PUSHNUT SECTION B-B END ROLLER HINGELLED ON ROLLER SHAFTEngr:JAVAD AIMAD INTERIOR SIDE 1.B2'DUL.%.50'STEEL ROLLERS(STD.) CIVIL(STANDARD) 1.82"OTA.X.50'NYLON ROLLERS(OPTIYINAL �CA.N.�4 70Bsg2Atograort tb $f "0-1/2'(OPTIONAL) 2.75'DIA. X.50'STEEL ROLLERS(OPTIONAL 5 Die A 8 S
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MAR 0 2015 01-09
sheet Z— of 51
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r,
2" SJib"X 1-5J8'IAC SCREWS INTO W000 OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK U
2-3/4'X S-i/2'X 3'%.104" p
CALV.STEEL � SJ16'SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2'APART
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXREE01NG B FT. IN HEIGHT FIRST AT 3"D.C.
3 PER BRACKEf
FASTENED W/(6) 9 14 X 5/8"S.M.S. _ A-+-1 REST AT 9'O.C. v
CONNECTED TO FLAG BRACKET ANGLE z
090 THK.GALV.STEEL ADJUSTABLE Wf 3/8-16 X 3f4`tTOtT&NUT
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SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4'X 13 GA. STEEL PLATES AND TO SPRING SHA1T GUIDE WITH 4
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M. SCREWS&NUTS. FASTENED TO TRACK r
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{OPTKINAL) _ VERTICAL TRACK D h
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N w HORIZONTAL REINFORCEMENT SECTION A-A p'D w
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CLVED TO PANEL AND FASTENED TO GDW.STEEL n I
VERTICAL STILES WITH FASTENED Wf(4} 14 X 5f V.S.M.S. Oi O N
a (2)3/16`POP RIVETS TOP RLLER ORACKET FOR +Fi ^
LOW HEADROOM DOOR OPTION Iii z U)
HORIZONTAL REINFORCEMENT • SECTION HEIGHTS BRACKET PLACEMENTS .7 O LAY
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GLUED TO PANEL AND FASTENED TO IST 2ND 3R0 4TSt 5TH Bi 82 83 84 85 86 87 BB i...
VERTICAL STILES WITH -""� 6'-0" 18" 1B" 18"18"N/A 1"TO 2"I1-3/4' 23" 34" 45" 56" 67"
(2)3/16'POP RIVETS 6'-6" 21'18 18"21'N/A 1"TO 2"11-3/4' 23" 34" 45" 56` 67"
J5/16'MEETING RIB 7'-0' 21"121-121 21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67' -
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MIN..024"ROLL FORMED STEEL PANEL U
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WOOD BU AT6'FROM ENDS �-AT 5 FROM ENDS
AND 19'O.C.MAX. WOOD 8U , ; AND 19'D.C.MAX. O n
W'STRiP ADAPTER
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STEEL
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WOOD BLIC$ CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITYSG-0.55 MIN.) o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT I C3 Lal M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN i W q_j
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. I 0
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE - _ ANCHOR SPACING
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. '•' ANCHORS STRUCTURE EMBED SPACING EDGE DIST_. I Z to w
'-3 8 HLC SLEEVE BY HILTI CANC_ 11-1 4' 8" 1-5 8 rnQ m
3 8'HLC SLEEVE BY'HILT i FILLED Bt0
3/8"DYNABOLT BY'ITW' CONC. 1-1 2 _ B" 2' O (K 3i Of u1Oi
5/16'X 1-5/e' STEEL STRUCTURE BY OTHERS 3 8 DYNABOLT BY'iTW' FILLED BLOCK 1-t 2 8"_ _2-1 4 f. Q Z
LAG 3 8 POWER-BOLT BY POWERS' GONG. 2` B" �1-7 8' U
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CONCRETE T'c =3000 PSI MIN. 03 N Q
5/16`DIA.BOLTS C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN. G3 _
WOOD BUCK CONNECTION TO MASONRY `o` J"1/2-
ER&NUT
PRESSURE TREATED 2X6 SYP WOOD JAMBS WMCH SHALL BE ANCHORED TO 1• _ . MAX. EDGE DIST
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH R
1/4"ULTRACON BY'ELCO'WITH SPACING OF
i6'O.C,INTO GROUT FILLED BLACK WALL.,WITH 2-1/4'MIN.EMBED 1. �
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED $Pi
2-1/2`MIN.EDGE DISTANCE 1 1-T/4'X 2-1 2'X 14 GA C�o
1 ' CONT.STEEL A1iLxE T—Ifz•1/4'TAPPER BY'POWERS'WITH SPACING OF14'O.C.INTO GROUT FILLED BLOCK WALL,WITH i-t//2'MIN.EMBED12 GA.CALV.STEELO.C.WTO 3000 P51 CONCRETE,WITH 1-3/4'MtN.EMBED FLAT BRACKETS f3"LONG '2 8'X i'X 14 GA.3MIN.EDGE DISTANCE 1/16 %2-1/2 GAL STEEL TRACKFILLET WELDSAT 12'D.C.IN DOOR OPNG. FASTENED TO TRACK PLATES
3/B"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNG. W//((2}} tf4-20X5/tS'TRUSS HD.
3/8'L07 BY'RVI'WITH SPACING OF
CONNECTED 70 CONT.ANGLE StO7TE0 M.S. LbcK Nl1i
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2-MLN.EMBED Wf(J)SPOT WELDS AT EACH SIDE
2'MIN.EOGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE;TRACK CONTINUOUS ANGLE TRACK
WOOD BUCK TO C.ONGRE7E AND FI t m $
3/8"FiIC SLEEVE BY`NitTl'WITH SPACING OF TO ZO�TEE4.
8"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. 8 c°"
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2'MIN, EDGE DISTANCE ALTERNATE TRACK INSTALLATION _
PREPARATION OF JAMBS BY OTHERS Engn JAVAD AHMADCIVIL
Y
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIA.PE Y 70592
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N. 538
BY ODOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF 3( ,0�
RECORD,DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY _
BUILDING OFFICIAL UPON INSPECTION. By drawing n0.
MAXIMUM EXTERIOR(+)LOAD PER JAMB s(8.33'X 50 PSF)f2^ 233.3 Lbs per Ft.
MJI
015 L01-09J
MAXIMUM INTERIOR(-)LOAD PER JAMB a (9.33'X 60 PSF)j2 A 279.9 Lbs per Ft. shoet 4 of,rj
soo
PLASTIC COMPLIES WITH -.250
DOOR"A..
CHAPTER 26 OF FBG
SEE EVIDENCE PAGE
24 GA. (.024)STEEL MIN. 5.765 1.725
0
C 01
7/16-DIA. WASHER
08 X 3/4-SMS 21 3 * �-800
0 3/8'FROM ENDS MAX./4 .176-� g
AND r D.C.MAX wow.WIDTH
* INTERIOR FRAM 0
A
EVERIOR FRAM It
1�
1/8. RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION .4
9
(4)08 X 3/4-SMS , u MAX '14--a
Ln
-FROM ENDS 1-0�
AND 6-1/2-O.C.MAX.
LI
.175 X.062 DEEP
GROOVE El.1:3
IIIA t y yl Of OD
0
el
cl
ilii _11e POLYCARBONATE LEXAN I y I"
II II BY'SAMC INNOVATIVE PLASTICS*
NOR#13-0717.01
(3
z iE'4
Ci o El
ODW
-J
cc
3g ,tii 2 a 30, 1R
'6 ozm
L, cl
U)
Np
03
EDi,
.175 X.062 DEEP
GROOVE
0
'K 1
INSIDE ELEVATIM
y (4)#8 X 3/4-SMS it
0 1-3/6-FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2"D.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
18 X 3/4-SMS
08;rFRENDS .175 X.062 DEEP
O.C.A1411 4M MAX. /-GROOVE
16 X 3/4-SMS
0 3/8'FROM ENDS
AND 7'D.C.MAX,
Enp:JAVAD AHMAD
r,(,L
C PaOlDuer"VIN-D
:
-----------
7/16-DA,WASHER FLA.PE
Mq a AcKfum ft0--%WW6 L�
DOOR PANELaW
_ EXTERIOR Pl-
24 GA. 4)STEEL MIN. By.4011E drawing no.
DOOR PANEL MIN D.L.OPG. IDb&PK4m cb""m
24 GA. (.024)STEEL MIN. 01-09
WINDOW WIDTH 23
sheet 5 of 5