HomeMy WebLinkAboutNotice of Acceptance MIAMMD MIAMI-DADE COUNTY
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) www.mlamidade.aovLoera/
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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide x 16'-
0"High with Window Lite Option
APPROVAL DOCUMENT:Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision G dated 10/13/2011,sheets 1 through 5 of 5,prepared by AI-
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/series
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 affter 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 of NOA.
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#11-0414.12 and consists of this page 1 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.12-0110.14
F Expiration Date:July 21,2015
Approval Date:March 1,2012
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision G 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 NDA#.11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per
FBC,TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,
signed and sealed by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind
Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage
Door",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,
dated 01/20/2011,signed and sealed by Candido F.Font,P.E.
3. jest Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-114100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-022&02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of
"Sectional Residential Door with Windows",prepared by Hurricane Engineering&
Testing Inc.,Report No. HETI 03-1328,dated 07/15/03,signed and sealed by Rafael
E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"
prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1329,dated
07/15/03,signed and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T07.8,dated
10/31/03,signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G40 steel
panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,
signed by W.A.Jackson,P.E.
02 f?•3�Zo►Z
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#11-0414.12-
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with
F.B.0 2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
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.
"Submitted under NOA #09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
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.07-1016.07,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. 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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
"Submitted under NOA#05-0228.02"
1. Test Report on Accelerated Weathering Using Xenon Are 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.
2. 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.
3. 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 Ahnwd,P.E.
d 23 2x12
Carlos M. era,P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-2
PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1' r'
f 7-1/Y X 3•X 071• a STEEL PLATE WITH ONE 5 16-18 MS W/NUT OPTIONAL.DOOR VIEWER
o WLV.)#14 END ROLLER HINGE FASTENED TO END STILE TO BE YNSTALLED AT FN
W/(6)/14 X 5/8'SMS ®® ((B))/14 X 3 4•SELF DRILLING SCREWS Mfr CENTER STILE c
o SEE SHEET 3 FOR TOP BRACKET OPTIONS
7-1/Y X 2-1/4•X 1S W. m CENTER STILES
GALV.STEEL C HINGE
W/(4)/14 X 5/B'SMS SEE SCH. 'A' r A
LOCK
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1'W X.75 THx LATCH t y a
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SPRING LOADED SLIDE BOLT LOCK(BOTH SIDES)
FASTENED W/ /14 X 1/2'S.M.S. B
Em
0 B
5
/8•MIN.LOCKK ENQACEMFYiT CONFORMS TO
FBC 1012 REGARDING GARAGE DOORS
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HBctrt CONSISTS OFx3-t/s^x .oto•
6'-e' 2 SECTIONS 18"2 SECTIONS 21 7-7 6•PTATE
e t SECTION te• 3 SECTIONS 21' WITH(4)/14 X 3/4'SDS oPTIONAL VENTS OPTIONAL FLUSH FACE L A 8 z
7 4 SECTIONS 21•- (3 5 WIDE AT 7.O.C. MAX. WOOD GRAIN DESIGN
7.-0. _ _ OPNG AREA NOT TO IXCFtTN 120 SQ.IN. MAX. DOOR WIDTH rn
r-6' S SEMIONS ter- CENTER STILE
r-o 4 sectroNs 1e"1 SWOON 21 OUTSIDE to-Y DAH DOORS INC. O x
e' s SECTION$te•2 SECTIONS 21' INSIDE ELEVATION
W-r 2 sECTIGHs 19"3 sECTaNs zt• HANDLE ETIs STIP RAISED PANEL EMBOSSED DOOR Hurricane Mastery Model 824/811 0
6•-B' I SECTION 1e' 4 SECWNSS 21Max. Size 16'-2' X 16'-0' High
B' S SECTIONS 21•- With Window Ute Optian
8' a SECTIONS 1B•- LOCK BAR curoEs
w-3' 5 SECTIONS 18'1 SEC"21' INSTALLED ON END STILE
8'- 4 SECTIONS 18 2 SECTIONS 21 MOTH(4) /14 K 5/B•SMS DESIGN PRESSURE RATING m + 36.0 PSF
0-8• 3 SECTIONS 1e"s SECTIONS 21' THIS PRODUCE IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF co o 9l R
1 2 SECTIONS 16'4 SECTIONS 21' • Q 1ST X .8W LOCK BAR GENERAL NOTES G 8
10'-3' 1 SECTION Is' a SECTIONS 21' ENGAGES IN TRACK �g5
10'-6' 8 SECTIONS 21•- ON EACH SIDE OF DOOR S
10-9 O RECTITIS fa't SECTION 21" CENTER STILES SCHEDULE A' 1. THIS PRODUCT TILLS BEEN DESIGNED AND IESLED TO COMPLY WITH THE y«7
11' 5 SECTIONS 18'2 SECTIONS 21' OPTIONAL CDM sum CONFIGURATION I REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION ONCLUOUIO
11'-3' 4 SECTIONS 1 3 SFITIONS T1• OUTSIDE KEYED LOCK D00R YAOTFIS Op STIR gTI� HIGH VELOCITY HURRICANE ZONE.
11'-6'3 SECTIONS te'4 SECTIONS 21' LOCK WR LOCIONG SHOWN ®® w-O'70 8-f0• 2 2, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
-ill-9-2 SECTIONS te'a SEC110NS 21 ALT,TO LOCKS SHOWN ABOVE W-41 70 11-1O• 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
t 1 SECTIONS Te"a SECTIONS 21 DRESSING OR STUCCO.
D
1Y-0'W 13'••10' J
12'-3'7 lEC110dd9 21'- I ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL -
8'-0•TO 6'-10• t4'-0'TO 16'-1 O' 4
12•-e 5 SECTIONS 16 Z SECTIONS 21 a u n w s o
12-8 a SECTIONS 16.3 SECTIONS 21 DOOR WIDTHS 15'-11'TO 10'-2" 6 4. THESE NO ORE LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAIS ARE NPT-PART OF TILE APPROVAL
IS 4 SECTIONS 16 4 SECTIONS 21 5. A LOAD DURA1pN."R�FA'`�,.15 U6FD IN OTS7OI OF ANCHORS INTO WOOD ONLY.
13'-4 3 SECTIONSI t6 5 SI:'CILo—w 21
13 2 SECTIONS le 6 SECTIONS 21' ® ® ® ® •;EnBr: VA(1 'RODUcI.anu® 6_
IS-Ir 1 SECRON 16' 7 SECROL4 21'
14' 6 SWOONS 21'- 10'-01 TO 11'-10' I 14'-0'TO 15'-10' I GL �PE�70392 B6Bf11�M��P1orW
1f- 6 SECTIONS 16'3 SECTIONS 21' DOOR WIITIHS '- DOOR WH1TF15 -' i NO
14'-8' 6 SF,TIXIR9 1 4 RECTITIS 21'
14'-B• 4 SWOONS 16-.5 SECTIONS 21' O`\ I'�•"v drawing n0.
IS 3 SFSRIONS IB 6 SECTIONS 21"
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16'-6' 1 SECTION 18' B SECTIONS 21' IT n
fe'-D' 8 SECTIONS 21'- 12'-0'TO 13'-10' 75'-1 1'TO IW-2•
16' 6 SECTIONS tC 4 SECTIONS 21' DOOR WIDTHS -DOOR WIDTHS sheet 1 Of S
24 GA.STEEL PANEL
FLAPS BENT OVER PANEL. Q S
o
1
1/2'PUNCHED HOLES
04'O.C. ,
10
0. I a�
085'X 2-1/4'X 3/4'X 2' 41�`
GAM STEEL U.BAR RFfiDRCINO TRUSS -
0 BOTTOM OF PANEL TRUSS FASTENED TO ii
VERTICAL NIERYFDIATE SITLES WD TO END/TWO
W/FOUR/14 X 3/4'SELF DRILLING S. Z
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BOTTOM SEAL OUTSIDE OF ,-IIz
056 ALUM PLATE _ p U
WITH 1/� X 1'S.N.S.O 46'O.C. r�i Z
AND RUBBf7R WEATHERSH6PPNO
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OPTIONAL STOP MOULDNG N1 LEU 4 X 304°pSE X %LL SMS.ING SOLID
CAN BE USED
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER a
STEEL.TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH / 14 x 5/8"50 3/4•x 2•X 2-1/2'X.019'STEEL INSTALLED IN 9/18' DIA. HOLES IN CENTER STILE 0
8/18•X 1-5/8'LAG SCREW a PER HINGE D STILE.CONNECT ro PANELS WITH
(FULLY THREADED)) FLAPS AND TS)OR(6)3/18'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1,2'X 1-3/4'X.058'FORMED STEEL SEE DETAL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO hh
END STILE WITH (4)3/16'POP WETS �8*DIA.S: g
SOUTHERN PINE - ,"a•, .1-7/B'x 2-6/6'X.040'STEEL EDGE 2'M GIA.POWER-MOLT C ETE(3 0 a
0.55 S . CENTER 59LE,GLUED AND RNM DISTANCE A) 2•MIN. DARED IST0'CONCIETE(3000 PSI MNJ o$
' � .v 2'MIN.EDGE DISTANCE 5S
TO PANEL W/(4)3/16'RVETS 3/16!
POP R 1-3/10 �•DIA.HLC SLEEVE RTV'FILET'
DIST• 4/HINGE/e'S.M.S. ' ►v.�:►v. .. B) 1-1/4•MIN.EMBED INTO CONCRETE OR FILLED BLOCK $
2-1/4'MIN.EDGE DISTANCE INTO CONCRETE
I 4'MIN.EDGE DISTANCE INTO FILLED BLOCK
' 1-3/16• �-
CONCRETE f'c-3000 PSI A6N. isy
C-BO GROUT FILLED BLOCK I'm- 2000 PSE MN. ° ,�'o Ij d
1.91 X 218•X 3.31 X.OBD' ANCHOR TYPE A OR B
SPED.TRACK BRACKETS 1 PER BRACKET 4 .
SEE SHEET 3 FOR SPACING SHEET 3 FOR BRACKET§04 009 .f
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FLA.PE.0771" BOO Gill;
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14 GA x 2-1/8•x r(STANDARD fix(1A
12 GA.x 3-5/18'x 1-1/2'(OPTI 1.82 DW X .50'STEEL ROLLERS(SID.) X61 dfOwing KID.
ASEENED ro DtACK PULES 7/e• SHr 1.e2•a,�x.50°P1asTTc RDLLERs 02-21
W/ 1 4-20 X 8/8'TRUSS HD. INSTALLED ON ROLLER SHAFT 2.75'DIA X.50'STEEL ROLLERS�OPTI
MS 8 LOCK NUT ,SECTION B-B WITH 4-1/4'STEM ehe6t Qof 5
POP RIVETS 2 X 2%1/8"HOFUZ.ANGLE
5/18"% 1-5/B'TAG SCREWS INFO MOOD OR HORIZ.TRACK SUPPORT, SPOT ImUm TO HOPoZ TRACK V
• 2' 2-3/4'X 5-1/2'X Y X.101' ' 5/18-SLEEVE ANCHORS CENTER SUPPORT RECD. ON DOORS WITH TWO WELDS AT 1-1/2'MART
CALV,STEEL - WITH 1-1/4'EMBED INTO MASONRY EYgEEDINO 8 FT. IN HET FIRST AT 3"O.C, �I
ROLLER BRACKET 3 PER BRACT I I A w REST AT 9'D.C. z c
FASTENED W/(6)1 14 X 5/e'SM.S. I I 1 CONNECTED TO FLAG BRACKET ANGLE
14 CA CALV.SIF.EI.ADJUSTABLE 2-1/2'K 4-1/4'X 13 CA.STEEL PLATES 3HA BOLT$NUT Q
SLIDE FASTENED TO BRACKET D TO SPR91C
SHAFT GUIDE WITH
W/5/18-18%S/4'HEX HEAD ED TO 7-1/2'X 1-1/2 X 14 GA,ANGLE -- A J (2} 1/4-20 X 5/8'BOLT&NUT
M.SCREWS$NUTS. FASTENED TO TRACK - --
TOP BRACKET WITH(4) 1/4.20 SS.BOLT$NUTS - HORIL TRACK LENGTH o OPENING HEIGHT PLUS 12"
(STANDARD) 70P BRACKET
• (OPTIONAL)
HEADROOM R a
- - Low LEAD M Doo 14 oA.GALV.STEEL TRACK 2-1/5 .OZb'
HORIZONTAL REINFORCEMENT SECTION A-A
1/2'X 1-3/4'X.055'FORMED STEEL 'K C
GLUED TO PANEL AND FASTENED TO Q d iC
VERTICAL STIES RIVTH
ET 2"X 5-1/GAMY BTm.
(2)3/te'POP Rrv>Ts �(( // yy//�� QQ' g6
FASTENED W'TOP4)ROLIFR BRACKETS' T g�$ •%
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS i3 g
1/2'X 1-3/4'X AW FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5111 B1 82 B3 B4 I15 BB B7 Be
GLUED TO PANEL AND FASTENED TOL O
(2V8SIM WITH'POP RIVETS B'-0' 18'18' 18'18°N A 1' 11-3 4 23' 34' 45' SB' B7'
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5/16'MEETING RID 7'-0' 21'21' 21'21'N/A 1" 11-3 4' 23' 34" 45' 55' BY -
7'-8' 1B'18" 18"18' 18° 1' 11-3/4' 231 34' 45' 55" 67' 78-1/4'
PULSIIC/STEEL ROLLERS � 8'-0' 21'18' 18"18"121" 1' 11-3/4' 23' 34' 45'
1.82'DUL X ,50" p —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
O W/.44 OA.X 4-1/4'STEM Q FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
OPTIONAL INSU ATION& rc .
BY'DYPI AST PRODL�L=Tc LIC' pp N U N fl!
EPS-EXPANUED POLYSTYRENE 1.9'%218'%J.3'X.090' ? df
STI]7 1RACK BRACKETS
N.ONA 107-110708 $OR 1 1/5'H]ON rn o 1
W=TO TRACK WITH
-28 POLY-MOCYANURATE ) 1/4"BOLTS$NUTS. Q 3
DENSITY-2.0 PCF ffi 8 z
N.OA 107-0301.10
DR 11
BY'IM¢IILm4=LN i9
DENSITY-0.92 PCF
ILOA 107-1018.07 w
14 GA GALV.STEEL o
WRO(EBR)/D ES 8/8 SMS
"os
MIN..024°ROLL FORMED STEEL PANEL
DRAWING OUALTTY G-40
im MIN.YIELD STRENGTH-39 KSI
WITH pPOLY FSR PAINTEEFt PD TOPCOA TRACK CONFIGURATION +p��
APPLIED TO BOTH SOkS OF STEED. g
�Ia�a
- VERTICAL LIFT HIGH LIFT .STANDARD LIFT LOW HEADROOM
DOUBLE TRACK c o o w u
12 GAL CALV.STEEL 'i..••...
BOTTOM F �p.A�I. TRF�SY� GENIONS CClL
W/(4) 14%5/8"SLS •T•
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BOTTOM SFA 41� oi
ID58 AU1M PLATEWITH hSECTION A-A AND RS R WEATHERSTRIPPING,C, of � 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 301 5
• DIST, A N
1-1/2'MIN. c
I DIST. 1 Z
IN
It
20Y 1/4'OUL LAD SCREWS �, 1/4'DIA LAO SCREWS
WOOD I AT 5'FROM ENDS 2000 AT 6'FROM ENDS
AND 15'O.C.MAX. I AND 15'O.C.MAX. O A
0
WOOD BUCK CONNECTION TO WOOD SUBSTRATE
ANCHOR SPACING
ANCHORS STRUCTURE SPACING EDGE DST.
3 8 HLO S ILII CONC. 1-1 4 e' 2"
J 0 HlC SLEEVE eY H0.n FILLED BUICK1-1 4 Q
5/16'x 1-5/B" s B DYNABOLT BY CONC. -1 2 -t V +
IAO SCREWS STEEL STRUCTURE BY O7FIE7S 3 B OYNABOLT BY FILLED BLOCK 1-1 8' 3-3 4 EWE
y3Y
AT 12'O.C, MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY Caw. 8° 2 In
BY DOOR SYSTEM 3 S -ALL BY SIMPSONS CONC, 1-1/2- 8' J' m O I
CONCRETE Pc-3000 PSI MIN. Z
5/16'DUH.BOLTS O-YO GROUT RULED BLOCK I'm-20OD PSI MIN. �
WOOD A►r B 1 .'e'. -
-WITH WASHER h TN7T
I DINS y• AT t2'O.C. MAX. EDGE DIST.
STUD WALLS OR DOOR OPENING(NOT BY DAD DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN N
(3)2x6 PRESSURE TREATED GRADE 2 SW OR BETTER ,
WOOD STUDS. d' O
STUD WALLS TO BE CONT.FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
UCR1-1 4 X 2-1/2 K 14 QA
SUPPORDNO STRIRE. STEEL AHDLE
WOOD BUCK CONNECTION TO MASONRY 12 OA CAKE STEEL S
FLAT BRACKETS:krDOOR
LONG R
TRACK SHALL 2X6 BE SECURED WITH CONT.SHALL BE
TO PRESSURE AT 12'O.C.IN DOOR OPN0. c B
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT IB'O.C.ABOVE DOOR OPNG. El
GROUTED REINFORCED MASONRY BLOCK WALL OR CONO.COLUMN WITH CONNECTED TO CONT.ANGLE
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(s)SPOT WELDS AT EACH SIDEIGALV.
2-1/8'X 1'X 14 GA.
16'O.C.INTO BLOCK WALL,WITH 2-1/4"MIN.EMBED STEEL TRACK
261/2'IBN.E000E�D57ANCE CONCRETE.PSI WITH"1-3/4'111N.dBfU W 141.220/BKFZ TO TRACK S HD.
1/4'TAPPER BY'POWERS'WITH SPACING OF lbC o d
11'O.C. INTO BLOCK WALL,WITH 1-1/2'MW.EMBED
13°O.C.INTO 3000 PSI COMM WITH 1-3/4'MIN. EMBED d S d
3"MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLA31ON
3/8'CONFIDC BY'QCO'OR
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73'O.C.INTO BLOCK WALL.WITH 1-1/4'MIN. EMBED,4"MIN.EDGE DIST. M.PE 142 ...x►4as1Fh'�8 � $ I
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PREPARATION OF JAMBS BY OTHERS 02-21
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