BP-03-1566 MIAMI SHORES VILLAGE
BUILDING DEPARTMENT 2N
305-795-2204
Building Inspection Request
Dat \
Type Insp'n
Permit No. 3 "
Name
Address
ompany�y� ,O�A
Phone# S -� b
Inspection Date
Approved
Correction ❑
Re-Insp'n Fee ❑
Polvfonn Prodaacts�, ince ACCEPTANCE No. : 01-0521.02
i
Ab11ESIVE PI,ACENIENT DETAIL I
SINGLE PATTY
Neg lAreupA plptae moral Meg lAmuph plude comes '
pmbti enl paddy(was 1141
1
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I
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1 b,rpEael win d k°P fron+wePhatq
Ndl Uuau9h f►1+e1�anuml P+adY(BeueetA 11W I)Fie a+moA edAeelre to WXOe 1116 23 t je e
�t Mssle hVel In eat n wm dm pa tk aurae P9eA iPP�+Nana Nei Weu4A plsttle esnwu
IJ Tdm COW W&deco,Fixe WhOW 111 k
1
to t k Fmm eeuide wipe cleaver tk
TAea taw®me tGe. , i
i�IWAspmeal
10k
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Keep sdheelvetip
d tp ep Fads a1 k elm
Aeal Ilap�elee tdcae carer .
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S
• 1
Frmik-Luloasa, RRC
Product Control Examiner
• 5
900 ONI'SZOl1QOZId KvOjAlOd Z60T 9LS t2e lVa 9O:LT 1lU £0/CT/bO
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s�
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204 O�
Building Inspection Request
Date VC)C) Time
Type Insp'nTl n CGS } 4?
Permit No.
Name
Address
Company US��
Phone#
For Inspector: (C)�� Name&Date
Approved
Correction ❑
Re-Insp'n Fee ❑
Polyroam Pro tuts 111c. ACCEPTANCE No. : 01-0521.02
i --
ADI•IESIYE PLACEMENT DETAIL Z
SINGLE PA'T'TY
pall anugh ontk cement �!tgMealh 7Ue� Nap ttuouph"UC cemMl
tlnd�aYmeta ►sdr le w"b TPA
uoUsrl�nnem
1
FmCwn • ti
Fasels Putts
; � ntno*
Eau Came Em down
Em sawn oriv edge
N;W thmuph Oak cew&m Fog ty Mumb Mel
tk+ded3�ed
s
1 tn.'• .A'd is i
I
b"awn
Randa
i
i
Frank Zuloaga, RRC
Product Control Eaattti icr
: 6
LOO[A OHI•S111(load KVOdfiIOd MT US V96 Wd L0:11 11M CO/CT/ZO
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204 \
Building Inspection Request
Date C) 1 Time
Type Insp'n ( ' L'e !22h
Permit No. 6 p C)3~ `S&
Name
Address ll 23 57—
Company—
Phone
77CompanyPhone# �
For Inspector: l l Name&Date
Approved
Correction ❑
Re-Insp'n Fee ❑
i
Folvfoam Products, Inc. ACCEIMANCE No. : 01-0521.02
ADHESIVE PLACEMENT DET,%jL 3
UougLE PA* TY
Nag through plastic coment Paddy Nail through plastic cement Single paddy under the
(betrvem Glo)
• tlndarlayment Single paddy between(He
Paddy 1&n_s 1 In,medium
' (under 019)
soe paddy save
eeurse only
i
'r3 In. underIn.x X In.
sifilk paddy
X In l
Single paddy an 2 Irk 411% smote 41n'� 2 In.
under. 6 paddy on
layntenl under•
layn►enni
(� single paddy Faaeta
��cmxss on top of lits
Weepinole
sh* 2 to X y tn.mtdnmi 'r Im Ems closure ;
an tap of they an ��c coww
Fascia course only Wip W
Nall through plastic conem 3418 paddy
under tile SiVepaddy
between toe
3 in.x X In. 4 In
Single Paddy '
onundedayment
Single paddy Esvt Closure
an top of the
• 2 In.17 la medium
sloe paddy eave course only
Faster
I
i
nA ZuW&a, KRC
Product Control Examiner
� f
I
OOpI� alQI'S,Lximud womod Z►OT OLS 6S6 XV3 LO:LT aRL CO/CT/ZO
i'olyfonm products, Mc. ACCEPTANCE No. : -01-0521,02
i
I. Renewal of this Acceptance (approval) shall be considered alter a relic war application has bean riled
and die original submitted documents, including t st-supporting dat1, enyinec;ring documents, arc no
older than eight(8)years,
2. Any and all approved products shall be pcmianently labeled with the nnashufacturcr's name, city,
state, and the following statement: "Miami-Dade County Product Control Approval", or as
specifically stated in the specific conditions of this Acceptance.
3, Renewals of Acceptance will not be considcxcd if
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes. I
b. The product is no longer die same product(identical)as the one:originally approve.
C. ff die Acceptance holder has not complied with all the requirements of this accaptancc,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in die materials, use, and/or numiufacture of du: product or process shall
automatically be cause.for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
Office. 1
S. Any of die following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an a ndorsument ol•any product, for sales, advertising or any
other purposes.
0. The Notice of Acceptance number prcccded by the words Mlianhi-Dade County, Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of die Notice of
Acceptance is displayed,then it shall be done in its uhtirety,
7, A copy of this Acceptance as-avll as approved drawings and other documents. Micrc it applies,shall
be provided to the user by die manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer rived not reseal the copies.
3. f=ailure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9, This Noticc of Acceptance consists of pages 1 through 8.
END OF TI•IIS ACCEPTANCE
Frank Zuloaga, ICRC -
Product Control Examiner
Soo(A -oxi,si3awad xT ojxiod Z6oT 912 626 Xva Lo:LT aRL convzo
9, . 'ILE'
n-
3/
-0
— AND 1-d- A PiL� P�A. E
m I OF' 2
PAGE
Z_
TO 2 ;,AGES
GA. PAI' FC -No FTILES ATTACHED TO OOR
ONE INTERMEbATE STILE BETWEEN' EA.-H EkIBOSS LOCATION. SKIN WITH c'ATE;-,,:,-0 TOG-L-LOC SYSTEM 2/1.3/98 6Q_SF<, VENT AREA;W/ PATENTED TOG-NGC SYSTEM (TOP & BOT) TRACK NOTE TC PG. 1
AND URETHANE ADHESIVE (ALONG CENTER) (Top, BOTTOM & CLNTER). L4 12/6/2000- DEL. M/N 6_Q_SK/G-6C
A
MEW C.
F MEW B.
0
I
tl LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
w RA
CONFORMS To SFBC
.3603.2 REGARGING 2* THICK
0 GARAGE DOORS WITH
0
0 5/8" MIN. ENGAGEMENT.
DOOR TESTED FOR
FORCED ENTRY WITH
BOTH OUTSIDE KEYED
up LOCK AND INSIDE
I I Pi SLIDE BOLT LOCK 12 GA. GALV. STEEL TOP R0ER BRACKET.
4
OPTIONS (SEE EACH BRACKET ATTACHED W/ 4%&14x5/8`
LAYOUT OF EACH _j SHEET METAL SCREWS. SLIDE ATTACHED
A OPTIONAL OUTSIDE KEYED LOCK POSITION LOCK ON NEXT PAGE). TO"T* BRACKET WITH (2) 1/4"x1/2" BOLTS AND
MAX. DOOR MOTH = 16*-2" NUTS PER BRACKET.
LOCATION OF OPTIONAL VENTS MR I&I&
24 Qk DDS STEEL (MIN. YIELD STRENGTH:
AREA OF VENTS NOT TO EXCEED 38 K%
60 SQ. INCHES BETWEEN STILES EXTERIOR SKIN WITH G-40 MIN.
94FUWALLER WAIL GALVANIZING, BAKED IN PRIMER AND A
MWEL MOOR DOWRIPTM WED-ON POLYESTER PANTED TOP COAT 2-1/2'
3 APPLIED TO BOTH SIDE. OF STEEL SKIN. L
9- - N (ASTM No. A653-97.).
so _DGRAIN TEXTURE __P5/8" (TYP.)
bm.
INTER. 5111 FS
SHIP 4EW .
LAP JOINTS. 6- TALLD C-CHANNEL
DOORS UP TO 7*-0* HIGH CONSIST OF 4) SECTIONS (SHOWN). 14 GA. GALV. ROLLER HINGE. 16 GA. GALV. STEEL
DOORS OVER 7'-0' HIGH CONSIST OF S SECTIONS (NOT SH WN). EACH HINGE FASTENED To END
STILES W/(4) #14x5/8"
SHEET METAL
AND (4) 1/4"x3/4" SELF TAPPING SCREWS.
HORIZONTAL TRACK SUPPORT BY (SEE VIEW W)
DOOR INSTALLER (To SUIT)
DOOR COUNTERBALANCE SYSTEM #14x5/8" SHEET METAL SCREWS
0 ONE 6" TALL C-CHANNEL PER DOOR SECTION. (SEE MEW V)
C-CHANNEL ATTACHED AT EACH STILE LOCATION WITH
12 GAGALV- STEEL CONTINUOUS (1) 1/4-x3/4- SELF TAPPING SCREW.
.
1-5/8" x 2-3/8" ANGLE.
0 0
0
1/4-0/4- SELF 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER
76" (7'6"H 8'0"H DOORS ONLY) TAPPING SCREWS. DOOR SECTION, EXCEPT (8) STRAPS ON 2ND
SECTION (SEE INSIDE ELEVATION).
11 CIA. ENOHINGES18 GA. I EACH STRAP ATTACHED
WITH (3) 1/4'x3/4" SELF TAPPING SCREWS (TWO
0 DOOR SCALE I SGAI F SCREWS TO DOOR, ONE SCREW TO C-CHANNEL).
0 63"
0 HEIGHT MEW I APPMED AS UAPIMA6 W1711, rjA
4;--66- 70 13 GAL GALV. STEEL BOTTOM BRACKET.
J76" ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. SOUM FLOPJ
so" 8
2" GALV. STEEL TRACK, �-6- 82
CD V DATE MAR 15 20fil
TRACK THICKNESS: .083" ? pow
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
"
SECTION A-A (SIDE VIEW) _ftEz�
SCALE I" PRODUCT CO OL DTIrpra
MARK W. WESTERFIELD, P.E. BUILDING CODE COMPLIAMI OW
24' DESIGN 'LOADS:* +46.6 P.S.F. & -52.0 P.S.F.
0 TYP. 2-1/2"x12 GA. GALV. FLORIDA REGISTRATION No. 48495 ACCEPTANCE 10.(30 r -2,
STEEL TRACK CUPS.
10" DISTANCE FROM BOTTOM OF VERTICAL TOLERANCES .00 - T-03 :
TRACK To EACH CUP IS: 3-1/2", MIN Unleft Stated Otherwise. .000 = ±.015 NOTED PAW, MAX sTZE
'6MMMIII ji P4;y T/9
3-1/2- 10". 24" 38" 50", 63*. AND .0000 - k.007 DATE I OF 2
2/15 5
16'2V x 8'07H
76- (7'6 H & 8'0"H DOORS ONLY) Degrew = *I/z 2/15/95
ONE 5/16'xl-5/8" LAG SCREW PER ell Sy. DESCWTM
M+
WN CLIP. Building Products CLOPAY BUILDING PRODUCTS MAWN Sri MWw DOUBLE CAR HURRICANE PAN DOOR
312 WAALUNTI STIREETISUITIE 1600 . 1140.111m —
COM an CINCINNATI, OHIO 45202 CHECKM Byl �300
_Tii4
_j
-7777-
T'.
!AL 9
93,9/�
2 PAGLi
2x6 Jlk,_ T, ) SUPPQRII.IQ S_I*RUCQ'fRfE_ lA,T_l_AQFlV'l
3 2, 13/98 [RE\/. ,:3 A*ITACH. I AS 4 E RS ON 2
'7/Q
TJ DEL. 87/94; ODQ/GO VMS DQS,</G- 60
1) AU. If IE LOAD FROM THE DOOR IS TRAINSFERRi-i-D TO THE TRACK AND THE,' Ff- .1A THE TR,,\CK F -dZONTAL. JAMD
TO I 2x6 VER I iCAL JAMBS (GRE.' E 2 OR eE7TER YELLOW PINE). NO LOAD FROM THE (;�o LOAD Fpnm [)OOR)
DOOR IS TRANSFERRED TO THE HOi'IZONTAL (TOP) JAMB. ENDSLIDE BOLT
2) EACH VERTICAL JAMB SEES A MAXEMUM DESIGN, LOAD OF A-2,982A. 1.8 rbc !.8 STILE END I CCK ENGAGES
fly STILE ILE I^'To VERTICAL
i_—LOCK
ALL JA.MLI FASTENERS MAY BE (BUT NOT REQUiRED) COUNTERSUNK TO PF�_'./!DE is FLUSH
BAR 1.0cK ON
ViOOD FRAME QUILDINGSi OUISIDE 'p
I Ki, GUIDE 1:n R
STUD WALLS OF DOOR OPENING SI-WL BE FRAMEf.) SOLID CY NOT LESS THA,! 2X3 PRESSURE FASTENEP
TRE,A,TE- GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI TYPE V LOCK J.
EX11-REM"�_ FIBER STRESS IN BENDMNG STUD '�.;ALLS TO BE CONTINUOUS FROM FOOlING TO I-I, zi j�Q 1�y I Q N
M!,N. No. ENGAGES c0�4',"n.vs, -I-o 3603.,-,
AND IN ACC"ORIDANCE WITH SFBtc SECTION 2905.1, j FASf,`, ,,S JDIQ�l TRACK ON!
PER VER'f_;,-;%! EAICH SIDE'*
BLOCK, WALL OR CONCRE-TE J*,:., 0 C.0 Ol R.
CIONIFORMIS TO SF i3 360,3-1.-4
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WAU CONCRETE COLUk-.'i',:. t:'-ix. O.C.
BLOCK ',','ALL CELLS SHALL BE FILLED WITH CCINCRETE AND REINFORCED WITH M5 BAR EXTENDINIG 2x6 VERTI""I.,
INTO T11_7 FOOTING AND INTO TIE SEAMS. ALL BARS SHALL BE COINIRNUCUS ':=M 711E TIE BEAMS
TO FOOTING PER BLOCK WALL OR CONCRETE COLU'MiN. BLOCK '*kLLS AND CON':39ETFE COLUMNS TO BE
AIN
DESI,�Z_O BY BUILD114G PROFESSIONAL OF RECORD ,V4D IN ACCORD' CE WITH 5fraC SECT!ON 2704.2.
SNAP t,*,-TCH 0-412,AGES
2x6 JAMD TO SUPPORTING STRUCTURIE- ATTACHMENIT ONICO VERTICAL TRACK.
ONE SNAP LNI^CH ON
,t',:O_f TO BE USED FOP ATTACHMENT OF TRACK ANGLE TO 2x6 VERnC,-.!_ JP.MRS OR SUPf--(-,li:l'T!NG S(RIJTuR�c.,) EACil� SIDE OF DOOR.
NITER. ST!LE
M I t 4. ;do. 0 FF ON C,,--N T E R
FASTI-_-r::ERS DISTANCE- STEEI_
PER VERTI 11ACAL BETWEEN
EP
BUILDING 'F"PE FASTEN!: TYPE JkMs FASTENERS REOUIFED'l OUTSIDE END
1/2" x j:' Ei _'RE:Yl (ASTM A307�QB�LQ[-__Aj
1 4
WOOD FRA�k� MBED L,6G S, 6 HANDLE
_PLOCK WALL OR C 0 N C ERE RTE — 16, TES STILE
- I R 1 1/4' x 1=--; --
E4 CE 3/t' y 'IE3�2�4�MIN.-EMBED PAWL--sTu55xPAN�S!..5ff ANCHOR ll�
BLOCK VIAC-L OR CONCRETE /4" WIN. EMBED TAPCON CONCRETE ANCHOR 9 INSiDE HANDLE
s
J. Ea1R 0 BAWL iOLT ANCH(Q) , I.T (Ejoo mct_
s ,i) No... TS
I lilDF
0( K
A MINIMUM DISTANCE BETWEEN CENTER C)!-- ANCHOR AND EDGE OF CONCRETE BLOC!<: 3", EXCLUDING STUICICO,
CLOPAY DOES NOT SUPPLY JAWS ATTACHMENT FASTENERS. CONFORMS TO SF8C 3603.2
-JAM] FR Part TION I—N 0-a
FACH CONTINUOUS ANGLE if'A(_,K SI-IALL BE FASTENED *!-o PRESSURE TREATED 2x5 YELLOW
PINE WOOD JAMBS WITH 5/i7"x1-5/5" LAG SCREWS (12) SCREWS, PER SIDE LIP TO
1- DOOR OVERL,-%P (EACH S 0 /Y HIGH AND (13) LAG <,'CPE-NS PER SIDE UP TO c-co'! HIGH). THE METHOD OF A-17ACHMENT
TO THE SUPPORTING STRUCTURE OF THE PRESSU'
li' ^,TED 2x6 ',700D JV49S SHA!l BE
SI-OP MOULDING BY DOOR INSTALLER (Co SUIT` APPROVED aY THE PROFESSIONAL OF RECORD FOP THE STRUCTURE AND IN ACCORrANCE kmTH
C. APPRMAD AS
2x6 WOOD JAMB 10 Gk GALV. STEEL PA'NTE'D END STILE CURRENT BUILDINGS
FOR THE LOADS LISTED CN'mid DR�yjj,�q(3 OR As SHOD',N UT}j
18 CA. GALV. STEEL DOUBLE END STILE ON PAGE 4. OF THIS DiRA'ATNG. PREPARATION OF OTHERS. SO
JT"JAMD PREPARATION
ti;7TE" ABOVE
TEk
20 GA. GALV, STEEL INT.-`,. STILE ALL MOUNT.;NC OF TRACK, ANGLES. HORIZONTAL TRACK 'UPPORIS, AND ;^.LL OTHER
DOOR HARIU-��,'AR' 97" iNSTALl EO PER C'OP
AI T 0
4- Ay flN',STRUCFI0NS
i2 GALV. STEEL COMT!NUOUS tr c f
SYF _,E 1. uG7 7
SUPPLIED DOCK C �T";,;
ANGLE FASTENED TO WOOD'JAMB-1//
-5/8" L"r,; "N
t/15"xi 1ANCE C:TICE
NOT 110 EXCEED 14" O.C. C.DNTIIqU-l'jS
- �t 1 7/16' I.D. RCUtl,',r,) 18 GA CALV. STEEL Cr_NTER HIINGE
Ai'CLE 'AV. PE NOTCHED OUT AT "AAs A"CEPTAI'l."
PUSH NUT FASTLNER FAS_,i_7Eil,`lEP Tz) INTER. 'STILES V,/W
TO SIRUC-TORE ATTACHM EACH SHEET klFfAl. SCI�C!103.
2" STEEL TRACK FASTENED
-i 14 GA_ GALV, STEEL ROLLER HiNGES
FASTENED TO END STILES V11(4) FACT-!TO 12 GA. GAf.V. STEEL TRACi,',' CUPS. SHEET METAL SCFF.W3 AND
1�1 \t-' F3
SELF TAPPING P El', END DESIC14 !-OAOU: '46.6 P.S,f
TRA, A'A'ACHED TO FACH (,,L!"- 2
V,1:!-1 illju iP,"X3/8" Bous & ;,; ) lv[/�FZK W. 'AESTERRELD,
�UTS. A 2' DiA. LONG STEM, 10 PA"-L STEEL POLLE.R. FL:'RICA R0._;ISTRATION 4,"�,'.95
F_AfH TRACK CUP TO
E111D 6F_ R,--)LLER STEli THIREAD-Eri F0.!lZ _1 �: s.3; E?nr3". I _j
1'OLFRANCES
(2) W DIA. mErs F�,, C;;p. 7/1 C" NUT.
1 2 07 1).
stt:-id (A�I cry!i,1 .000
0.0"IC 0 6 7
2/15/95
yea
"r 3*5
I Z.
0
F
nRAWN' RYj
00UE3LE C,`.I, �il)"ICANE' PAN 0001'
CLOPAY BUII'_�JNIC
iding
CNC,Y.ED
)2
CiNCINN!V[1, 0!!!,) 2C
',19 WALUNf 7)lREET,S!j:lE 1600
Cornpany 10i
M I A M I-DDADE 1+ . 64- NIIANII-DADE COUNTY, FLORIDA
-
TPO
N I I- -DALE FLAGLER BUILDING
PU11,DING CODEH
CONIPLIANCI, OI (As a M 1 0 WEISTFLAGLER STREFT,SUl'I'l, 1603
PRODUCTCONTROL DIVISION
sts, xr
MIAMI,FLORIDA 33 1 30-1 563
(305) 375-290l FAX (305)375-290S
-NOTICE OF M-2CEPTANCE A040
Clopay Building Products Co.
8585 Duke Blvd.
Masoii,Off 45040
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miarili-Dade County Product Control Division and accepted by the Board
of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by [fie Authority Having
Jurisdiction(AI-1.1).
This 1\10A shall not be valid after the expiration date stated below. The Mlaini-Dade Count), Product Control Division (In
Miami Dade County) and/or the AW (in areas (-)titer than Miami Dade County) reserve the right to have this product or
rnalerial 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-
Dade County Product Cont-rot Division that this product or material fails to nice( the requirements of the applicable building
code.
This product is approved as described herein, and has been designed to comply with the I lioll Velocity Hurricane Zone of[fie
Florida Building Code.
DIESCIZIPTION: Sectional Garage Door 9%0" Wide.
APPROVAL DOCUMENT: Drawing No. 101702-24, tilled "Door Models: 83, 84A, 93, 94. 1193 & 1-194", dated 11/18/06
with last revision an April 2003, sheets I of 1, prepared by Clopay Building products, signed and scaled by M.W.
Westerfield, P.E., bearing the Miami-Dade County Product Control Renewal simill) with the Notice of Acceptance number
and expiration date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
IIENI_�"WAL of(his NOA shall be considered after a renewal applicalion has been riled and llicic has been no change in (lie
applicable building code negatively affecting the performance of this product.
TF-101 INATION of this NOA will occur after the expiration date or if[here has been a revision or change in the material.,;.
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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels Linder this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a
Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a Year,the manufacturer
shall mail to this off-ice: a copy of the tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a nolarized slatenicill front the manufacturer that only coils with Yield strength of
28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTIS17-1VIENT: 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
cnlnety.
INSPEICTION: A copy of this entire NOA Shall be provided to lh,-- user by ific manufacturer or its distributors and shall be
availahle for inspection at tile job Site at the MILIC.-I of the Building Official
This NOA renews NOA H 01-0326.01 consists of this page I as Well as the LJOCUnient mentioned above
The SUhniined documentation was reviewed by Can(' ate- oil[ PF_.
NOA No 03-0428.04
1---xpiratiori Date: August 21, 2008
Approval Date: June 5,2003
Page 1