HomeMy WebLinkAboutProduct Approval JAN 2 3 2020
MI'AM'I-DACE INUOU-DADE COUNT
ST. Lucie County, Permitting .RODUCT CONTROL SECTION
1.1805 Sw'26 Street,Room.209
DEPAR.MENT"OF REGULATORY AND,ECONOMIC RESOURCES(RER} N:ain Florida 331.75-2'4.74•
BOAItit AND CODE A:DifflNISTRALTIOLri DIVISION T(,786)3,15-2590' F(786)315-2599,
NOTICE OF A CCEPTANCE (NOA) wwtiv miamidade:4av/economy
DAB'Door Company,,Inc.
m 0 PY
12195 NW 98u`Avenue i
Hialeah.Gardens,F1,3301& 'ILE
SCOPE:
This NOA is being issues underthe appUcable.mles andregulations go use of construction.materials.The
d'ocumentati'on submitted has been:reviewed and accepted by Miami-Dade County-REEL-Product Control Section to be-
us ed
eused in Miami Dade County and other'areas.where allowed by the Authority Having,Jurisdiction(AHT).
This NOA shall not:be valid after the expiration.date stated below.The Miami Dade County Product Control.Section(Tri.
Mural Dade County),and/or the AFH(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 materialfails.to,perform in the accepted manner;.the
manufacturer will incur the expense of such testing and the AHT may immediately revoke,,modify,or suspend the use of
such product or material within.their jurisdiction. RSR,reserves the right to revoke this acceptance,Wit is determined
by Miami-Dade County Product Control Section that:this product or material, fails to meed the requirements of the
applicable building coda.,
This: product is approved as described herein, and has, been:designed to comply with. the Florida.Building Code,
including the High Nrelocity Hurricane Zone..
DESCRIPTIOY:Hurricane Master@ Model,824/811 Steel Sectional.Gar.ago, 1614"Widewith.
Window Life Option:(DP'+-36;0,,-44.A'PSF)
APPROVAL DOCUMENT DrawingNo.,02-21 Rev L,titl'edi"24 GA.Roll Foamed Steel!Sectional
Garage Door",,dated 09/1.0/2002 and fast revised on.OCT 05,2017,sheets T through.5 of 5 prepared.by Al'-
Farooq Corporation,signed and sealed by Tavad Ahmad,P.E.,bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number andexpiration date by the Nliaani:Dade
County Product Control.Section.
f
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABEL,ING A:permanent label.With the.manufacturers name or logo;manufacturing address;modellseries
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..
R.EN'EWAL ofthis,NOA.shall be considered after a.renew al app lication has been filed and there has been no change
in,the app l cable building code negatively affecting the performance ofthis.product.
TERWITATION'of'this,NOA.will occur of ler 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 ofthis NOA.as an endorsement.of any product;for
sales,advertising;or any other purposes shall:automaticallyyterminate;this NOA.Failure to comply with any section of
this NOA shalt be cause for termination and.removal.ofNOA..
AD vTRTISEMENT:The NOA number preceded by the:words Miami'.-Dade County,Florida,and followed by the:
expirationdate maybe displayed in advertising literature. If any portion of the NOA:.is displayed,then it shalt be done
in,its entirety.
INSPECT1,ON:.A:copy of this entire NOA shall!be provided to the;user by the manufacturer or its distributors and
shalt be available for:inspection.at the-job,site atthe request:of the Budding Official_
This NOAH revises NOA#1.5-0304:01 and consists ofthis page 1. and:evidence:pages:E-1,E-2 and E-3,as j
well as approval document mentioned above. y
The submitted documentation was reviewed by Ishaq,L Chanda,P.E. }
NOA<No:17401812
rttarteo out�r�r Expiration Date:July 2l,2020!
4 i Approval Date_December 14,.201;7
Pagel
DAB I Door Company.,Inc.
NOTICE OF ACCEPTANCE: EVUE NCE L12AUTTEI D
1. Evidence submitted in previous files
A. DRAWINGS
I. Drawing,No..02-2711 titled"24 GA,Roll orrned-Steel SectionalGarage Door,",dated
09/1.0/20.02,with,last revision,K dated,03[09/2045,,sheets,I through.5 of 5,prepared by Al-
Farooq Corporation,signed.and sealed by Javad Ahrnad;P,.E-
B. TESTS "Submitted tinder,NOA,#11-0414,12
1. TestReportonUnifom Static Air Pressure Test Loading and Forced EntryTestper FBC,
TAS 202-94,of"DAB'824 Sectional,Residential Garage Door"prepared by Hurricane
Engineering&Testing.Inc.,R ep ort No.BE,TT 07-4200,,date d 05[0212007;.signed and sealed.
by Candido F..Font,R.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
Ifurricano Engineering&Testing Inc.,Report No,.HETI-1173204,.dated,01120/2011,signed
and sealed by Candido,F..Font,P.E.
3. Test Report on Tensile Test perASTM E8-08 of"SectionalResidential Door(skin)-'
prepared by Hurricane Engineering&Testing Inc,Report No.M T1-11-T10%,dated-
01/211/2011,signed and sealed by Candido F Fon P.E..
"Submitted tinder NO-4 A 05-0228.02
4. Test Report on Large,Missile r Impact;Test and Cyclic Wind Pi essure,Test; of"Sectional
Residential Door with Windows!",prepared by,Hurricane Engineering&Testing I ic.,Report
II d f ,E.Droz-Seda,P.E.
No.HET,11 03-1328' dated 071151200%signed and sealed byRa, ael
5., Test Report on Uniform Static,Air Pressure Test,of"Sectional Residential Door"prepared by
11urricane,Engineering;&Testing Inc.,Report No.IMT 11 03-13Z9,,dated 0711.5/2003,signed
and.sealed by Rafae 1.E.,Dro z-Se da,P'..EZ.
G. Test-Report on:T,ensile,Test per ASTMI E-&of"Sectional Residential Door(skin)".prepared
by Hurricane Engineering&Testing Inc,Rep o rt Ni 0.HET[: 0 78,dated 10/31/2003,
signedl and sealed,by Rafael E.Droz-,Seda1 P.E.
`SSubnifted wider NOA#03-0210.0411
7. 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 08117[1,99 8,signed by W.A-
Jackson,P.E..
C. CALCUL` -Srubmitted under NOA,#-14-0814.IV;
1. Anchor verification.calculations prepared by At,-Farooq Corporatio%,dated.09[22/2014 and
07/24/2014,signed and sealedby-favad,Ahmad,,R.E..
1. (A",
J-sha4j.Chandh,P.E.
Product Control Examiner
KOA.No;.17-1018.12
Expiration Date:My 21,ZOZO:
Approval'Date::December 14,2017
1
DAB Door Comyany,,kc.
NOTICE:OFACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
"Subinifted under 1VOA#11-0414.12"
2. Anchor verification,calculations prepared'.byAl-ParooqCorporation,complying w.i&F.B.0
2007,dated 04107/2011,signed.and seaTedby J-avad Ahmad;.P.E. .
3. Anchorverification.calculationa,preparedby'Al-Farooq Corporation,.complying with F.B.0
2007 dated 12/19/2008,signed and sealed.by Hum ayoun Fawoq,,P'.E..
A#09
"i4iiniftedt underATO -01,28.02-
D. QUALITY ASSURANCE:
Nfiami-Dade Department of Regulatory and Economic Resources,(RgR)
E. MATERIAL CERTIFICATIONS
1. *Mbtice.of Acceptance No.13-0717.01,issued,to SABTC Innovative Plastics,fortheir
Lexan Sheet Products,approved.on,11128/2043'and,expi ding on 07/17/20!18,.
2. Notice ofAcceptance No,. 14-0311.08, issued[to,Insulfbam.LLC,f6r.their
Insalfbam,,Expanded Polystyrene lnsulation,approved on 0811412014 and.expiring on
IlIZ9/2017
3. L Notico
of Acceptance No..11-0926.07,issuedto,DyplastProducts,LLC,fortheir.Expanded.
Polystyrene-Block Type Insulation,approved on 1111012011 and expiring on 0 111 1/20 1 7..
4. Notice ofAcceptanceN& 1 -0926.06,issue to,Dy
d plast Products,LLC,for their
Dyplast IS&C1 Polyisocyanurate Insulation,approved on 11/1.0/20,11 and expiring:on.
01111/2017.
S., Notice of Acceptance No.10-11,19.04,issued to,Cellofoamt.Nor&A,merica Inc,for their
Expanded Polystyrene Block.Insulation,,approved'on,02'/2'4/2011 and,expiring,on 02/2412016.
"SWbinifted under NOA 9 05-0228.0211
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus.' est,per
ASTIVI,Gr155 of"PVC Extrusion Material,",prepared by Hurricane Engineering&
Testing,Tac.,Report Not.HETI 04-A002,dated 0912712004,signed and sealed by Rafael,E-
Droz-Seda,P.E-
7. TestReports on!Tensile!T,est per ASTM,D638:of"PVC Extrusion.Materiar"'prepared by
Hurricane
anet Engineering&Testing Inc.,Report No,.HETI dated 1,1/29/2004 signed
and sealed.by 1-Ghia,?.E.
8!. Test Report on Self-Ignition Temperature Test; Rate of Bum Test and Smoke-Density
Test of"REHAU non-foam PVC extrusion.material",,prepared,by ETC Laboratories,
ReportNo-04-761-150,19t O;dated,05106/2004,,signed and sealed by J.L..Doldan,PR
E STATEAWNTS"Sunni fed under ArOA#14-0814.10"
11, Statement letter of code conformance to the,5'edition(2014))FBO and no financial interest
issued by'Al-Farooq Corporation,dated 05/13/2014,signed.and sealed.by Javad.Ahmad,P.E.-
Ishaq L Chanda,P.E.
Product CiontrolExaniftier
NGALNot.17-1018.12
Expiration,Date-.4uly. 11,2020,
Approval Date:December 14,201IT
DAB Door Com-pany,,Inc.
NOTICE OF ACCEPTANCE--EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS,
L Drawing No;.022'1 Rev L,tit-led"24.CIA-Roll Formed Steel,,Sectional Garage Door.",
dated 09110/2002 and last revised on.OCT 05,2017,sheets I through 5 of 5,prepared by
AI Farooq Corporation,signed.and,se ed.by Javad,Ahmad,,P.E.
Note:This revision consist of editorial.changes,to,co mply. with,FB'C 2017.
B. CAL, CU—LAT10NS
L None
C. QUALITY ASSURANCE
L Mami Dade Department of Regulatory and,Economic.Resources,{REEK},
D. MATERIAL CERTMICATIONS
1. Notice ofAcceptance No,.,117-0-221.06,issued.to lusulfbam,LEC,for their
Insulfbam.Expanded Polystyrene Insulation,expiring on 11/2912022.
2. Notice of Acceptance No.16-1108.04,issued to:Dyplast Products,.LLC,for,their Dyplast
ISO-Cl Folyisocyanurate,Insulation,expiring on 01/11/2022.
1, Notice,of Acceptance No,-115-11120104,issued,to,Cellotbam-North America Inc,for their,,
Expanded Polystyrene Block Insulation,,expiring,on,02/24/2021..
4., Notice of Acceptance No.115-0915.08,issued,to SABIC Innovative Plastics,for their Lexan Sheet.
Products,,expiring on 07117/2018.
E. STATFAIENTS
L Statement letter of conformance to FBC 2014(5P Edition),and'.FBC 2017(01 Edition),
prepared by Al Farooq Corporation,dated 110105/17,signed,and sed,ed by Javad Ahmad,
F., OTHER
L ThisNOA revises NOA 915:0304.01,expiring.07/21/20..
UV
Ishaq,L Chanda;,P.E.
Product ControtExaminer
NOA No.17-1018.12,
Expiration Date:My21,2020
Approval Date:December 114,2017
E-3
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7 9' 4 SECTIONS 10'f SECTION 71" OUTSIDE R�SQ,Q PANEL, QMEIOSSED DOOR. 1Y A r 2,15i-•
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9 3" 9 SEC1i0tUi 1B'i SECitON 21' _INSTALLED ON Si'D*'''Ti.L6 2:ANCHORS SHALL 6E CORROSION RE?ISTANE.SPACED AS SHOWN ON DETAILS 49
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sECTIONS'211 ON EAC1t SIDE,OF POOR - 44,0 PSF COME INTO CONTACT WITH OTHER DISSIMLAR MATkRVa SHALL WEI THE 0 zl a
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. POP RIVETS 5/16"X 1-5/6'FAG SCREWS INTO WOOD OR HORIZ,TRACK SUPPORT, FOR DOOR HEIGHT'S UPTO B It o
5/16-SLEEVE ANCHORS CENTER SUPPORT RE.GO,ON DOORS OITT INSULATION OR WINDOWS,
x-3f4'X 5-1/2-X 3"X.104' f WITH Lv
GALV.S7L4 ' WITH 1^7/;"Fkt6E0 INTO MASONRY EXf,EEDINO B FT,IN HEICITT x°K 2 X 1/B HOflIZ ANGLE L
OP ROLLER BRAL'KET ON EACH SIDE 3 PER BRACKET I1 A-�-, FDR DOOR HEfGHjiBS ABOVE S FT:OR o
FASTENED W/(6)0 i4 X 5/B"S.M,S, TL i DOORS lYi1H INSULATION OR WINDOWS x �P
14 GA,GALY STEEL ADJUSTABLE - - ._- WIT}1STV(0 WELDS APOT WELDED So1H1/2 APART Q M
2^1/2"X 4^tl4"X i3 DA STEEL PLATES f FMT AT 3 OC REST'AT 9 O&,
SLIDE FASTENER 70 611ACKET F m
W 5�18 16 X 3/4"H67(HFAO WELDED TO i-1 2"X 1-1/2'X 14 CA.ANGLE ^ A— - z RL
/ CONNECTED To FLAG BRACKET ANGLE
M(SCREIYS k NUTS. FASTENED TO TRACK --, W6,4/8,16 X 3/4'BOLT ac NOT o O�.
WITH(4)1/4-2{}SS,BOW&NUTS -- HORIZ,TRACK LENGTH OPENING HEIGHT PLUS 12' TO SPRING SHAFT GUIDE WITH TSdu
TOP BRACKET _ (2) 1/.4-2G K 5/5'BOLT k.NUT n"
(STANDARD) TOP BRACKET 0."F
OPTIONAL)
1�N IiFr1DR�OM DOOR _ 0 t'R
14 CA.MV, STEEL TRACK
HORt;0NTA1.REINFORCEMENT vETTf1GAt,TRACK 17 a Q
.::... 1/2'X 1 3/4"X.056'FORMED STEE6 ._ 1�¢,p_
GLUED TO PANEL ANO FASTENED TO 2 1(B x 1 X.080' dJ
VERTICN,S1KEs WITHg'X S 1Ix X,104' ..' SKeA i
TION A- rM�� r�,p
(2)3ji6 POP R VETS CALY STEEL Q la rr
RAMMED, W {4}g 1A X 5/B S.M.S; _ Z N 6
P ROLLER BR4CttET FOR - « SECTION HEIGHTS 6RACKET PLACEMENTS
HORTLONTA4 REINFORCEMENT LOW HEAOR04M ODOR OPTION DOOR
1I2 X 1^3j4'X,056'FORKED STEEL, HEIGHT {ST 2ND 3RD 4TH STH Bl 92 63 84 85 BB 67 Ba
GLUED TO PPNEI,AND FASTENED TO ^ ) 6'-0" la" 16" id" 19'-N/A 1 70 2"1{^3/9e 23"- 34e---`A5' 56'-- 67"
VERTICAL STILES WITH T.< - 6'-6' 21"16" iB'21'N!A i TO 2"11-3/4' 23". 34' -45' 86"
(2}3J15"POP RIVLIS +_r. - e a" 45" 58' 67 ---• a
7 D 21 21' 21 21 N/A} 70 2 11-3I4 23" 34
5/18'NIEIMNG RIB ,-
7=8' 1a 18 i8 18" i6"1 TO 2-11-3/4 23' 34 45' 56' 67 78^7%4" M
PLASTIC/.TEEL ROLLERS r� 8 O" 2i 18'18 15'21"1'TO 2 11-314' 23'- 34 .. q5' �56'
1,82"Do,X,50' �� sECnDNs ARE NOMBCREO"STARTING AT THE BOTTOM .. _
n
W/.44 DIA.X 4-1/4°STEM fa _ c o m
..._ _ FOR DOORS MORE THAN S'FT, HIGH,USE A DMIGNAL,'TRACK BRACK?TS AT 10'O,C,
-v? ey+m7
w` m PRODDCSREVT6FIR C a 14 .
OPTIOYAL.INSUTATIONSI o °L 1.9'%2,19"X 3.'�'%,090' a- pR,o�PlyAcrith 1k"od" p
tiY OYPLAR PROOI+.T,�„Ll c! - STEEL TT?nCK BRWETS pasdtap,
ISO 25 POLY-ISOCYANURATE 2^3Ii6'tpCH [1RRR11INt/GG NO /Oj-+ +9. EGO c o
DLNSITY 2,0 PCF m GONNECTE TO TRACK 4YITI1 L2p1R.NwR+La ° °
T/4'BOUTS 8.NUTS, _. o V a
OR
•::;';h Z . "..�'Eh',CE+I OFO^L'NORTH A'FL� m ._._ SL"±, a+,"�w 0,�--'C5 S{.
I
.1S`„1.,,; DENSITY a 1,03 PCF
N O.A7.115-,1203,04 pu7t m„r
;ti?'R?,.,,.� DLNSITY A 0,92 POFn r'
NAA.017-0231,00
I I -
.ROLLER ry�ry .STEEL D r
W/(6)9 14?t 5/B SKIS 4a i
.. MIN,.024'ROLL FORMED STEEL,PANEL A o I
DRAWING QUALITY 0"40MIN.VIELO-
M70 IIlT 0 AND OP OATsTr0. 7RACTC,CONFIGURATION___
U _ �ntt.
sl
VERTICAL LIFT } H LIFT STANDA2D"LIFT LOA HEDROOM w°�4�e
". . 3
LADOUBLE TRACK ;
B�E TRACK OPTION S V1511L111ttr7
12 GA,CALM,SiEEI, .
007TOM BRACKET F" ED
- W/(4)M 14 X 6 5 SMS
SCS BOTTOM SEAL OPTIONS
- - SEE SHELF 5
SECTION A-A �, r, ,, TA OF ` Growing r�ilo.
SEE SHEET 2 FOR L,OCA7IDN Jt$8���iA�
OF REINFORCING TRUSSES rrrTtll11LL1 sheet Sof 5
>r
T
'3'4'4' _._ REINFORCEMENT .. .... �I
I 1/2 X 1^3/T X A58" ^
DOE �8 x t" FORMED BTEEL n
GIST, SELF'DRILLING SCREWS c+
k2, ,
/2'MIN. _ SEX 1° - a
c E DIST. o m 3/1B'"RIIM,STEEL RNETB RLP DRIWNU SCREWa iv�' oMUL¶GRW W,/DOME NE�73II8''RWEXf S(EEL RNETS� AT AB"O,C, MUL,TIGRIP q/DOME/HEAD
_ \\ AT 48'OF, a
REINFORCEMENT 0]
1/2'X 1-3/4"X,058". tNV
28Y 1/4"O1A LAG SCREWS 1/4"OLA,LAD SCREWS FORMED STEEL (+1 V a N
`-AT 6'FROM ENDS 2BY AT 5'FROM ENDS (D
W00_D BUS. j W9GD Bu 5 M
. OOD B'
AND 15'O.Qe MAH, i AT 1S"OA.MA
W'STRIP ADAPTER - o
ALUMINUM W-STRIP ADAPTER ¢ 00
- STEEL 0 a,�t p
RUBBER YYST RIPPING- ... +n ui c
RUBBER W'SIRIPP[NG
Npj;T a
�r450- .-- � _eDfO �O
$��,,
i II 345 'y
09 OL
1,780----1�}
PRQLV1Cl'HCYt&Pl) eae
QTF S PTtQNS m mwP154 it4+beF Ham +
QPjjQN 'A OPTION "B' Ab Dtaeayo at .!� �
WQQD Q�1C(( C0�{NECTION TO WOOD-SI IBST('RT (WOOD SPECIFIQ GRAVY'$0=0.55 MIN,)
THE INSTALLATION MEW-DS SHOWN ABOVE SHOWS 2X6 SYp 1YQ6D BOCK ATTACNMEM
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDMOV4A CALPI)k jjDNS/DESIGN --.-
WILL,BE REDU)PED FOR DESIGN OF CARAGE DOOR ANCIHORAGE, >>
FOR DDDR REPLACEMENT AF'PLiCgTIONS WTTi NO ENGINEER OF RECORD,INSTALLATION MAY BE O Q
VERIFIED AND APPROVED BY THE BUILDING OFF7CIAl,UPON INSPEOTION, ANCHOR SPACING _ - -
a
ANCHORS - _--SiFUCTURE EMBED SPACING EDGE-DIST. E ro S o
S s H" LG•-SLE' -'HTLtI�" CONC. i-� 14.. 2` V
.3e8`--CON BY'ELCO' FILIFO
STEEL STRUCTURE BY OTHERS '3 -3 8"DYNABOLT By 1TW'"� CONC. 1 1"2 - B 2"1/2--, 0�C9 0
5 if"X 7-5jd' MUST SUPPORT'TH£LOAD$1MFCSED 8 POWER-SOT By POWERS CONC.- - q
/ - 3 8"SLEEVE-All BY SIMPSONS - GONG. 1"1/2`1 81 "9" -- °" d t0 q o
LAG SCRF1'IS BY DOOR SYSTEM - - m rn a
AT 12'0,0. CONCRETE t'e-3400 PSI MIN, ¢N 0 u
i 5/16DN,BOLTS C-BO GROUT FILLED BLOCK 1"M 2000 PSI MIN,, N G>,_T4 t+
WOOD BUCK CONNECTIQN TO MASONRY WASHER 4s NUT.
_._. _— (, ., r AT 12"0,9,MAX. EOGC DIST.
PRESSURE TREATED 2X0 SOP WOOD.IAL}BS WHICH StlAt,i,BE ANCHORED TO
GROUTED REINFORCEp MASONRY SL;OCK WALL OR CONO,COLUMN WR11 4
Ifo ULTRACg4 BY 'ELCo WITH SPACING OF g
i2 OC INTO 3009 FILLED BLOCK YM W1TN 2-1 .}"MIN..EMBED
13 OO INTO 3000 pSl CONCRETE WTRI 1-3/4: MIN,EN.BED --' -
9-1/2'MIR EDGE OISTANCE ii�� // w^1^1 j4 x 2^ill"x t#G° °
r " L"—'"^^•`� �1^1/2" CONT' -TE4 ANGLE 1-I/2
1/4 TAPPER BY POWER- WTH SPACING OF 12 cA GAW STEEL '
11-0 INTO GROUT FILLED BLOCK WALL WITH 1�-i/2'MIN EMBED '- "FLAT BRACKETS t3 TONG y r
13"O,G,INTO 3000 PSI,CONCRETE,WITH-1-3/4'MIN,EMBED 1/is'?(2-1/2 2-1/8 x 1 x 19 GA, i
3 /,LIN EDGE VISTA C9' - FILLET WELDS AT I2 D,O.IN DOOR OPNG. GALT STEEL TRACK
AT 12"OeC•MVC, AT 18'O.C,ABOVE DOOR ORNG, .F N D TO TRACK PLATES -
3/8"CONFTEX,DY'ELCO'OR - CONNECTED TO CONT ANGLE //((2JJ 1//4=.20XS//8'TRUSS IT,
3/8"LOT BY o;AN SPACING OF W f(3)SPOT WELDS AT EACH SIDE ... SLOTTED Lt S,6t/ACEI NUT M
23 O.G,IPTTO 3000 PSI CONCRET€,WITH 3.^t/2'MIN,EMBED -
3"MIN,ECCE,DISTANCE CONTINUOUS ANCLF_TRACK REVERSE TRACK CONONUOUS ANOIF TR
T'O.WODD RUCK , FlHE'D
3/8"me SLEEVE BY'HILT("WITH SPACING OF _. ._ - ._ NSTFFLTO CONCRETE AND 81 OCK
_. ,.. --`
10 OC, INTO GROUT LIED BLOCK WALL,WITH 1^1/4"MIN,EMBED,4`MIN,EDGE DIST, -
2 M1%2 MHM 30DOpP CO CRETE,WTti 1^t/4"MIN,EMBED ANO ALTERNATP�jQ IN_ S1,UJ T { ,\N� Il�tffgfi�f(j B
NOE
PREPARATION OE JAM13S N OTHER M1���}$ �LCEldSF'••to �'� a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCtHITEOT TD yER1FY 0 OM $ e AS
ADEQUACY 4F SUPPOF{RNG sTRirCTOR£TO SUPPORT 1DA05 IMPOSED
BY DOG R SYSTEM.
FOR DDDR REPLACEMENT IN RETROFIT BUILDINGS WIN No ENGINEER OF ,
RECORD DOOR INSTAII)MON MAY BE REVIEWED AND APPRQVED BY -__=`.-
BUILDING CFFICVVv UPON INSPECTION. S„,t �, .. �u{ S�. sT BOF drawio9 no,
_ s"... �' ��� a2--2.1
MAXIMUM INTERIMAXIMUM IOR{))LOAD PER JAM B R(1PER JAMB 16116',X f PSFX 6Z )/2 356.52 291 1 LbPPperFFL l st��NAt' A,` Sheet q,of 51
f111UT1.1,�•
.EtID. L2511 (•PLASTIC COMPLIES WITH M�CHAPTER 26 OF FBO24 Gk(024)STEEL MIN. SEE EVIDENCE PAGE Z 51gk � �1,725q6a SN7/t6'Dw.WASHER Ll 4421 3/4'B6 IC 3/4"SMS a-iX
a 3je FROM ENDS 176 I a 9 c
ANP 1'O,c,IMX, WaW,wiDTti p o b it
# EXTERIOR FRA_ME INTERIOR FRAME yf
76 1/6' RIGID PVC'ONE PIECE INJECT1011 (tIGIO PVQ ONE PIECES INJECTION
Wat�•a
}l" (4)1$3!8 3/ SMS,M Er1Ds
AND Ql/z'O,O,MAX. ?
4 + - _. . - -
A c
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II! GROOVE _. FJ Ak
714"Po6YCAROWT* 4EXANINNOVATNR PLASTICS NDA f5
dadJ.
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i
{
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(4)Be X 3/4'aMS INSIDE ELATION ►rtooucPa�vtsee °
-m 1_3/5'FROM ENDS RAISED PANEL, E11-11,11,11,
M6O$SED DOOR N(TH 9PTICNAt WINDOWS seaamMlWt�tlplti4FTptNa
AND 6-1/2'0,0,MM, WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION kuldigY Code
!! 18 X 3/4'sMs / E1
(�t3) 0 3/8'FROM ENDS" f75 X.062 PEEP
oW. ,
c, , OROOVE
#5 X 3/4'SMS
ENDS
_ ANf + � Y
,
CM7ell,
D1`
o,c. _
rr�
7/16-DIA,WASHER
DOOR PANEL EXTERIOR
24 GA,(.024)STEEL MIN, r TV@O¢ ilfowifl9 Io.
15/l6•Mtn, D.L.OPG. �+ n n
24CA 0PANEL4)SIEEI.MIN,.. 04AZING BfiE 02^21
WINDOW wlom ��'+�1+,1"�j�'��°+����� (sheet$oP 'S�j