HomeMy WebLinkAboutProduct Approval SEP 0 42201 9 ,X -7
MIAMP MIAMI-DARE COUNTY
M67k 1. PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww-.Y.miatnidldt.gov/pera/
DAB Door Company,Inc.
12195 NW 9e 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 PERA-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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails 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.-9'-41'Wide x W High Steel Sectional Garage Door w/Window Lite Option
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door".dated 02/01/2001,with
last revision F dated 10/13/2011,sheets I through 5 of 5,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#11-0119.21 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.12-0110.06
Expiration Date.August 9,'2016
JAPPROVED1 Approval Date:March 1,2012
Page I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.01-09,titled"Sectional Garage Door",dated 02/01/2001,with last
revision F dated 10/13/2011,sheets 1 through 5 of 5,.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
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 NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font,P.E.
"Submitted under NDA#03-0210.04"
3. 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.
C. CALCULATIONS "Submitted under NOA#09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with
F.B.0 2007,dated 12/19/08,signed and sealed by Humayoun Farooq,P.B.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting'.Environment, and Regulatory Affairs(PERA)
Cfirlos trera,P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date:August 9,2016
Approval Date:March 1,2012
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.0'1,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 11/29/2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products,LLC,for their
Expanded Polystyrene Block Type Insulation,approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10,issued to Dyplast Products,LLC,for their
Dyplast ISO-CI Polyisocyanurate Insulation,approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under NOA# 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM 0155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No. HETI 04-A002,dated 09/27/2004,signed and sealed by
Rafael E. Droz-Seda,P.E.
6. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared
by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated
11/29/2004 signed and sealed by I.Ghia,P.E.
7. 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
1. Statement letter of code conformance to 2010 FBC and no financial interest,issued by
Al-Farooq Corporation,dated 10/26/2011, signed and sealed by Javad Ahmad,P.E.
o Z/Z//2012
Carlos M./Utrera,P.L.
Product Control Examiner
NOA No.12-0110.06
Expiration Date:August 9,2016
Approval Date:March 1,2012
E-2
TOP FIXTURE 5-1/2'X 2-3/4"X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/NUT
�fl
` FASTENED TO END STILE WITH ODOR
7-1/2'X 3"X.071'GALV.STEEL m (6) /14 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AFTER
END ROLLER HINGE CENTER STILE W/(6)a 14 X 5/8'SMS O CENTER STILE A mmY
0 0 ,[A N Obi a
0 a.
ail Oa N
0 071'X 7-1[2'GALV. STEEL 1 / I $ a
o w%(4)Bi4GEEx 1/2'SMs r --- I M4 B O
\ 25 0 6 z
§ I ID
. 12
2%DOOR 0 �0 Q
1"W X .15' THK. LATCH
it 00
SPRING LOADED SUDE BOLT LOCK (BOTH SIDES)
FASTENED W/(4) # 14 X 1/2"S.M.S.
/8"MIN.LACK ENGAGEMENT CONFORMS TO
8C 1012 REGARDING GARAGE DOORS - - � • W Q
CD
QI ' Dl O 1
DOOR HEIGHT CONSISTS OF
6'-6' 2 SECTIONS 18'2 SECTIONS 21" 158 DIA. GALV.AIRCRAFT TYPE ` L A O O 3 N
LE h NICO-PRESS SLEEVE �'Tb�-VE
8'-9' 1 SECTION 18" 3 SECTIONS 21" W MIN. 5 TO 1 SAFETY FACTOR (3) 5"WIDE AT 7'O.C. MAX. OPTIONAL FLUSH FACE 5 00 Z ,Q^
7' 4 SECTIONS 21"- OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W U)
7'-3' - - ® 120 SQ. IN. COLONIAL DESIGN S
7'-8' 5 SECTIONS 18"- 6"X 3'X 0.1" N
7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE �) ® ) O MAX.DOOR WIDTH _____
W 3 SECTIONS 18'2 SECTIONS 21" WITH (2) ,14 X 5/8"SMS 1'-4" O
2 SECTIONS 18'3 SECTIONS 21'
6'-6" 1 SECTION 18' 4 SECTIONS 21'
8'-9' 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION g
,
9' 6 SECTIONS is'-- STD. LIFT DOOR LOW OP ION RAISED PANEL EMBOSSED DOOR s
9'-Y S SECTIONS 18'1 SECTION 21' $
9'-6' 4 SECTIONS 18'2 SECTIONS 21' ) ~"• $ g
3 SECTIONS 18'3 SECTIONS 21' 7-7/8"X 3-1/8"X .010" �J
10' 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE71/ E. R
10'-3" 1 SECTION 18' S SECTIONS 21' CENTER STILE WITH (4) /14 X 3/4'SDS �' DAB DOOR MODEL 824 p
tO'-D" 6 SECTIONS 21"- MAX. SIZE 9'-4" WIDE X 16'-O" HIGH v $ Fa
t0'-9" 6 SECTIONS 16'1 SECTION 21" OUTSIDE �' S S
11' 5 SECTIONS 16'2 SECTIONS 21" HANDLE END STILE DESIG PRESSURE RATING = + 50.0 PSF
I1-0' 4 SECTIONS IB'3 SECTIONS 21" _ �e"--.��,,.• 60.0 PSF
3 SECTIONS t8'4 SECTIONS 21' ��•'� •V`-^""""°..�.-.- c o q ,
11'-9' 2 SECTIONS 18'S SECTIONS 21' LOCK BAR GUIDES �r�' E' 0 9g q
12' 1 SECTIONS 16'8 SECTIONS 21' INSTALLED ON END STILE .s ' 16 o
12'-3' 7 SECTIONS 21'- WITH (4) /14 X 5/8"SMS i - THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
12'-6' 6 SECTIONS IV 2 SEGTIONS 21' a o r
12'-9' 5 SECDONS 16'3 SECTIONS 21' AST X.6W LOCK BAR - � ="I"Z,fes. �. •„._.• cO
ENGAGES IN TRACK .... ,. •....... .�
13' 4 SECTIONS 18'4 SECTIONS 21' NERAL NOTES Y
13'-3' 3 SECTIONS 18'S SECTIONS 21' ON EACH SIDE OF DOOR ..
2 SECTIONS 18'6 SECTIONS 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE fn-g—. y � ,: ppgDUCE'R61+•ISHP
13'-9” 1 SECTION 16" 7 SECTIONS 21' OUTSIDE K ED LOC —KOH LOCK KOHU
REQUIREMENTS U THE FLOONE BUILDING CODE 2010 EDITION INCLUDING qwf&, lCo6a dOe FlotN9 q
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN `��VELOCIjY HURRICANE ZONE. T1UN.Y&0392. BIrI No /mot g �,
14'-3' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO LOCKS SHOWN ABOVE B. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 6 b3 /b
14'-8" 5 SECTIONS 18'4 SECTIONS 21' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 8
14'-9" 4 SECTIONS 18'5 SECTIONS 21' DRESSING OR STUCCO. ` 0
15' 3 SECTIONS.16'8-SECTIONS 21' 3 ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL `LQ� 0�� K Product faoaud drawing no.
15-J' 2 SECTIONS I8"7 SECTXONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN OV 1.
By
15'-6' 1 SECTION 18' F=—TIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. 0�O O q 1—09
15'-9' 19 SLT,RIONS 21"1- s, A LOAD DURATION INCREASE IS USED IN OESIcH OF ANCHORS INTO WOOD ONLY. 9h551 of 5
16' 8 SECTIONS 18'14 SECTIONS 21'
r 24 GA STEEL PANEL �� o
• 3110"ALUM RIVETS
0
o
0 �
FLAPS BENT OVER PANEL i Q
! ! ILd
1/2"PUNCHED IMES 1 (�pp r!`{
` .024"STL. PANEL 01 4'O.C. 1 q
OUTSIDE OF I f V�Q g
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I��, lLzy
!
STEEL TRACK BRACKET FASTENED SOLID BRASS. DOOR VIEWER � o
TO WOOD JAMB WITH BY'SCHLAGE SECURITY HARDWARE'
5/18'X 1-5/8"TAD SCREW INSTALLED IN 9/18" DIA. HOLES IN CENTER STILE
FULLY THRFAOEO
N£PER BRACK POSITIONED AT EYE LEVEL END STILE O ao
0
OPTIONAL STOP MOULDING ANCHU& � M
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) i
TO MASONRY SEE NOTE ON SHEET 4 2'MRI.EMBED INTO CONCRETE
/14 X 5/6"SMS 1-7/8'MIN.EDGE DISTANCE
6 PER HINGE3/4"X 2'X 2-1//2'X 18 OX STEEL Z
BND STILE,OOIBSECT TO PANELS WITH B) 8"DIHLO,SLEEVE 8Y'HILT1'
SOUTHERN PINE _ .. 1/2"X 1-3/4"X.059'FORMED STEEL FLAPS AND 3/18"ALUM RIVETS 1-1/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK (/)C)O 1
0,55 5,0. GLUEO TO PANEL AND SECURED TO SEE DETAIL ABOVE i-S/8'MIN.EDGE DISTANCE INTO CONCRETE
C E pST.:•• END STILE WITH 3/18°POP RIVETS® 12'•O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK U O "ub
1-7/8'X 2-5/8'X.045"STEEL EDGE CONCRETE f'o»3000 PSI MIN. O
CENTER STILE,GLUED AND RIVETED
70 PANEL W/(4)3/18'RIVETS DISTANCE C-90 GROUT OILED BLOCK fon 2000 PSI MIN.
i 0- .-.
1 1/2"MIN. t POP RIVETS
114 X 5/8'S.M.S. •.e',,'..p.. L1=3118 c=."' �
4/HINGE
y• ,•. o-1.
8
1•-3f18" - �
C9
gig
ANCHOR TYPE A OR a o i�8
1.9"X 2.19" X 3.3'X•102" ((1 PER BRACKET
STEEL TRACK BRACKETS IF
a I A\ I WE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING
171Z
114-20 55 BOl7&NUTIre-
2-�e;.X
7-112'X.030'G4LV.STEEL i"X 078' CENTER HINGE 7-•1/2"X 3"X.0STEEL'tRACk SECTIO�J B-B END ROLLER HINGE
FASTENED TO TRACK PLATES 7/16"PUSHNUT 1.621 DUL X .50"
W/ 1 4-20 X 5/8'TRUSS NO. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS
LOTTED M,S`.& LOCK NUT W/•44 DIA. X 4-1/4'STEM 01,1 lAYAD pjLppj,�j(�y)!SQp 4
INTERIOR SIDE CIVIL roaepil4�tviwf11rF1ar1ls n
fl CAN.3538Emplewl
892
J Ob y k
aocotrot drawing no.
01-09
shoot 2 of 5
POP RIVETS 2 X 2 X 1/8'HDRIZ.ANGLE r
.• Z' I 5/1 6-X 1-5J8'Ll1G SCfttIYS INFO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HDRIZ.TRACK �f o
C!/ 2-3/4"%5-1/2`%3"X.104'
} " r�--� V STEEL ♦ 5/18"SLEEVE ANCHORS CENTER SUPPORT READ, ON DOORS WITH TWO WELDS AT i-1/2'APART
TOP RIX.CER BRACKET(00UBCE)
WITH 1-1/4`EMBED INTO MASONRY EXfiEEDING 8 FT.IN HEIGHT FIRST AT 3`O.C.
FASTENED W/(8)J 14 X 5/8'S.M.S. _ _ 3 PER ' S A^"--� REST AT 9"D.C,—
CONNECTED TO FLAG BRACKET ANGLE z'
090 THK. DALY.STEEL ADJUSTABLE W 3/8-18 K 3/4`BOU&HUT 0
SllOE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA STEEL PUTES D TO SPRING SHAFT OUIOE WRH
W/5/T8-ill X 3/4'HEX HEAD - - WELDED TO 1-112'X 1-1/2'X 14 GA ANGLE -- A—J (2) 1/4-20 X 5/8"BOLT&NUT
.
SCREWS&NUTS. FASTENED TO TRACK —
WITH(4) 1/4-20 SS.80U&NUTS -- HOR1Z-TRACK LENGTH
n OPENING HEIGHT PLUS 12'
�0
HORIZONTAL.REINFORCEMENT VERTICAL TRACK 0 G h
ij2"X T-3/4"X.059`FORMED STEEL 14 GA.GALY.STEEL TRACK 2-i/8'X 1'X.080" O H
iy GLUED TO PANEL AND FASTENED TO SECTIONA—A 9�
VERTICAL SIXES WITH 0
g��
i (2)3/16'POP RIVETS 2'X 5-1/2"
GALY.X.104' I - C O
`d STEEL
:-o FASTENED W ((4} 14 X 5/8'STEEL
aOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORI
1/2*XN1- REINFORCEMENT / • SECTION HEIGHTS BRACKET PLACEMENTS S
tf2`X 1-3J4'X.0.59'FORMED STEEL ! HEIGHT
GWED TO PANEL AND FASTENED TO 1ST 2ND 3RD 4TH STH B1 82 03 84B5 86 B7 88
VERTICAL STILES WRN OT W-0" 18" 18" 18" 18'NIA 1" 11-3 4" 23' 34' 45' 50 67 - —�
(2) 3/10'POP RIVETS 6'-8' 21`18" 10'21 N/A 1--11"/4' 23' 34' 45' 58' 87' -
5j16'MEETING RiS 7'-0' 2T`21" 21"21' A N 1' 11-3/4" 23" 34" 45' 56' 87" —
T-8" 18" 16"lier 18' 18" 1"' 11-3/4' 23" 34' 45' 56" 67 78-1/4'
? B'--O" 2T"18 i$'18 24" 1" it-3f4' 23" 34' 45' 58" 67 78-1/4' 0= W
1.82`DIA.X.50'ROLLERS ca�^ �,..• +—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM f` O I�j
P_h Wj.44 DIA. X 4-1/4"STEM x i. FOR DOORS MORE THAN 8 FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
v OPTIONAL INSULATIONS: �� � � }"E•
BY'DYPI AST pR00 r - 1.0"X 2.19"X 3,3'X.090'• U a
uf
EPS-EXPANOEO POLYSTYRENE STEEL36TRACK'NtKH RACKETS C9 ?
" u
DENSITY 1.05 PCF �n / co
a N,O.A 007-1107.08 CONNECTED TO TRACK WITH f/1 I
p= OR ) i/4"BOLTS&NUTS. 0 -
d ISO-25 POLY-ISOCYANURATEu� 0
- DENSITY-7-0 PCF m U U T,^,
a N.O.A.007-0301.10
OR to O1
BY'INSUFR mI L CI
DENSITY-0.92 PCF
N-O.A 007-1018.07
m
14 GA.GALY. STEEL
ROLLER HINGES FASTENED �1
Wf(4)014 X 5/8`SMS
MIN, .024"ROLL FORMED STEEL PANEL O G
DRAWING QUALITY 0-40
MIN.YIELD STRENGTH-34 KSI ffi
WITH PRIMER AND BAKED-ON MACK CONFIGURATION ig
POLYSTER PAINTED TOP COAT
" APPLIED TO BOTH SIDES OF STEEL
N
VERTICAL LIFT HIGH LFT STAN)ARO LIFT LOW HEOfi ROOM [m o W
DOUBLE TRACK
TIACK OPTIONS
12 OA.GALV.STEEL E+qr JAV PRUUUCFRBVISED
BOTTOM BRACKET FASTENED CN4- roomplyTs�wllhObFforide Q
--'�~W/(4)014 X 5/8'SMS FLA PE t 70592
_ 8pp8fgltbdt S ,
C.A.14. STT.B, Acgegena No JZ" )Jb Ob ,}'
(J tTGrpirMWa I BOTTOM@ a s
58 A.LUNAPLATE v �� drawing no,
AM RUBBER WFATHERSTRIPP tC G � 01--09
SES`1]JON A—A shoot 3 of 5
ot
l[0
s�
4z���
-- --,
ANCHOR SPACING O M
C RS SIRUCNRE EMBED SPACWO EOOE DIST. o t7
i
31W NLG SLEEVE BY MU CONC. 1-1 4 .8" 8
.310-HLC SLEEVE BY HILA FILLED BLOCK 1-1 4" 0 Q�1
5/16'X 1-5/8' 3 8 DYNAHOLT BY 111w CONIC. 11-1/2- 8 '
LAO SCREWS STEEL STRUCTURE BY OTHERS -3/8"DYNABOLT BY ITW FILLED BLOCK 1-1 2 B" 3-3 4 Z uj
AT 12'O.C. MUST SUPPORT THE LOADS IMPOSED r 3 8 POWER-BOLT P ERS CONIC. 2' 8' 1-718—
By
-7 8BY DOOR SYSTEM 3 B SLEEVE-ALL BY SNSONS CONC, i-i 2 B" i-7 8 Pan I
CONCRETE t'e-3000 PSI MIN. w
C-90 GROUT FILED BLOCK Fm=2000 PSI MIN. F
` 5/10•DIA. BOLTS ..• +..� � • - O 2'
WITH WASHER&NUT U o
WOOD FRAME BUILDINGS �; AT 12'O.C. MAX ttnn 0
EDGE DIST.
SND WAILS OR DOOR OPENING(NOT BY OAS DOORS) "'
SHALL BE FRAMED SOLID BY NOT LESS THAN
WOOD STUDS TREATED GRADE 2 SYP OR BETTER C. =�
4
SND WALLS TO BE CONT.FROM FOOTING TO 71E BEAU. '
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE i-t 4'X 2-t/2'X 14 OA
SUPPORTING STRUCTURE. T-}j2' 1-1/2' 'CON STEEL ANGLE t-tj2'
55OOD BUt)K C{jNNEMON TO MASONRY 12 GA.GALV STEEL F�pa
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE TO PRESSURE FLAT BRACKETS 13'LONG gg $ m
TREATED 2X8 SW WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12"O.C.IN DOOR OPNG. C g
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH AT 10'O.C.ABOVE OODR OPNNO. a
if4'ULTRACON BY'ELCO'WITH SPACING OF CONNECTED TO CONT,ANGLE �i
WI(3)SPOT WELDS AT EACH SIDE W STEEL TRX 14 ACK CA, g
20"O.C.Wi0 BLOCK WALL,WHH 2-1 4"MW.EMBED
16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MW.EMBED FAST(jEN)tEDJ/TO TRACK PLATES
2-1/2'ON.EDGE DISTANCE S�OlY_ iFI S.kXLOL1C NTRUSS RD.
1/4'TAPPER BY'POWERS'WITH SPACING OF iri a
14"O.C. INTO BLOCK WAIL,WITH 1-1/2'MIN. EMBED UT
0 K
18"O.C.INTO 3000 PS!CONCRETE, TH 1-3/4'MN.EMBED
3'MIN.EDGE DISTANCE ALTERNATE TRACK INSTAlIATtON >
G m U C W LL
3f8"CDNFtEX BY'ElCO'OR c
3je"LOT BY'RW'WITH SPACING OF
24'00
. INTO 3000 PSI CONCRETE, WITH 2-1/2"MIN.EMBED
2"MIN.EDGE DISTANCE Q
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF s-•4f0'I'1 nYMBwlN PiaW 4
PE
17"O.C.INTO BLOCK WALL,WITH 1-1/4-MIH.EMBED,4'MW,EDGE DIST. ; ,�70582 85dMlel(Cb6r s i
18'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND LTA,A.PE y570 & b ID r7b
ph
2-1/2"MIN.EDGE DISTANCE
aC v
THE BLOCK WNL CELLS SHALL GI GROUT FILLED AND REINFORCEDWIT �Q�` B C_=�
ALL FOUR 8 5 BARS EXTENDING FROM
FOOTING BE ANQ INTO TIE BEAMS drowtng no.
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS iO FOOTING.
PREPARAnoN OF JAMBS BY OTHEt2S 01-09
• shoot 4 of 5
* PLASTIC COMPLIES WITH 500 r- x.250 1�4mv J
ODOR PANEL SECTION 2612 OF FBC 2007 'Y
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE Z o
Oq �
1.765 1.725 as
7/16"DIA.WASHER
t.t+a
(�
06 X 3/4'SMS 21 3/4" —,eoo d° $
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7/18'DU.WASHER .._.._.._.._.._.._.._.._.._.._.. FIA PE/70592 8otldjeg Gudr S I
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sheat 5 of 5