1201 NE 100 St (3)CRITIQUE SHEET
.103 ADDRESS ); A)E IVe Sf
APPLICANT
PHONE if /?
APPLICATION G (7
SHEET or
MISCELLANEOUS //b
- DATE
CAW COg 614/9
t dt --hafier es2>•tiz
COMMENTS
PERMIT NO.
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING / ZONING DEPARTMENT'
SECTION
ZONING'
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. sullied to compliance with ett Federal, State.
Camty,Ytltage tplos end regutetleaa. Wage assumes
no reeponsibWty for accuracy of /or mutts (coo
thesis plans
2. Thls copy of plans mutt ba arsllabta co
Wilding site or AO Impaction Mn ha condo ted.
s o . Sho-w 7' a. uhril w /d fing e,i5
bati'xi 4 743. (30" La-v) r .
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c Il aft cad e deers taiodatvs.
6 &A r i vt date reftu, r s well er m J icyc -
Sc� Pe_odud 4`ffro va-l•
BY
INITIALS
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wivdc of t der / 4 tLcbrn44 Atic5. /Ja/
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DATE
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lel0d321 NO I SS I WSNt Il + ++
PERMIT NO.
ADDRESS: .
MIAMI SHORES VILLAGE.
BUILDING / ZONING DEPARTMENT'
SECTION
BY
DATE
ZONING
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
•
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Subiect to compliance with alt Federal. State.
County. Village rules tnd regulations. Village essumas
no responsibility for accurecy oflor results fro-as
these plans.
2. TMs copy of plans must be amaltabte an
building site or no Inspection will be conducted.
CRITIQUE SHEET
JOB AODRESS
APPLICANT
PHONE (#
APPUCATION ##
SHEET OF
MISCELLANEOUS .i4 e' h PAL 411) %) 4YZ cog G,�/
Lictia
DATE
COMMENTS INITIALS
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24 MAY 25 I
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MIAMI DESIGN CENTR E
4141 N. E. SECOND AVENUE
SUITE 203D
MIAMI , FLORIDA 33131
T: 305 578 1080
F: 305 578 1031
1
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MIAMI -DADE
MIN
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Southeastern Metals Manufacturing Co., Inc.
11801 Industry Drive
Jacksonville FL 32226
Acceptance No.:99- 0318.03
Expires:10 /10/2002
Approved:07 /01/1999
Internet mail address: postmaster @twildinl;codeonlinc.com
-d
TT: TT 66, £ 0217
1 of3
:OZ £O :ZT 66- 'E0 -ZT
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLACLER STR EET. SUITS 1603
MIAMI. FLORIDA 33130 -1553
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR £NFORCEMIENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
'PRODUCT CONTROL DIVISION
Your application for Product Approval of: / (305) 375 -2902 FAX (305) 372 -6339
20 ga. Galvanized Steel Storm Panels Shutter s/
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
0„trilk
ranclsco . Quintana, R.A.
Director
Miami -Dade County
Building Code Cornpliance Offic
Homcpage: ht( p: / /...ww.buildingeodeonline.con)
30d E89LLSLt'06 T : HOUA
Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No.: 99- 0318.03
APPROVED
1,j 0 1 1399
.L C0:ZT 66 -E0 -3T
EXPIRES 10/10/2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It
approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice
of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
This 20 Gauge Galvanized Steel Storm Panels Shuttei and its components shall be constructed in
strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge
Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last
revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product
Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3_ LIMITATIONS
All permanent set components, included but not limited to embedded anchor bolts, threaded cones,
metal shields, headers and sills, must be protected against corrosion, contamination and damage at
all times.
4. INSTALLATION
This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict
compliance with the approved drawings.
S. LABELING
Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice o
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
HeImy A akar, P.E. - Product Control Examiner
Product Control Division
2 of
C' ?T: TT F.F,. o2f7
C'RO) )C)t7flT: `'P-i
7 ILJP PRII2110
£0d £89LLSLti06T : HOWl
Southeastern Metal Manufacturing Co., Inc.
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test - supporting data, engineering documents, are no older than eight
(8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered 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.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, 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 the materials, use, and/or manufacture of the 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.
5. Any of the 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 endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance 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 Notice of Acceptance is.
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
3 of 3
ACCEPTANCE No.: 99- 0318.03
APPROVED JUI 0 1 1999
EXPIRES
:OZ £O:ZT 66 -£0 -ZT
10/102002
Helmy A. akar, P.E. - Product Control Examiner
Product Control Division
20'd ZI :1I 66, C 39C 89,LS%t705I :X ?. =jet- :.j u. -1?}s '_1 +rice:_:
13
> i
t I
( TYP)
T
T
1.7S0
1
0 ALUMINUM HEADER CHANNEL DETAIL
POSMIVE ..ss
NCGATmC - -71.3
1•6411
r•cJ - A623'
1 7/8'
C2gLLGL1t06T : NOUA
13 CDvERAGE
�6 1/2' 3 1/4' -^-
4 5/8'
0.114 71
44.29'
T
+750'
250'
15.575'
1090 R
r
0
o T
0
H•i
0
o
7 T : TT F.F , 32r1
.250' X .500'
S/S CUNCH STUD
J
2.000
a STUD ANGL
5/8' HOLE
(TYP)
O TYPICAL 20 GA GALVANIZED PANEL
Grin MDiS
1. has SHUTTLR 5 DC51CNE0 K AcoraDA)Kt %7M THE SOU1►1 R0 BtALDNNO CAGE. 1S94 EMDEN.
An0 1' 1Pp♦ 9RITWARD N:DUNTy COIhON.
2. P0571Rt ANO NEGATIVE OCSON PRESSURE CALCULATIONS SMALL OE PERFORMED N ACCORDANCE WTM
ASCE 7 -B8 7011MVM DCSICN LOADS MT wow= AND 0114ER STRVC1URES .
3 - STORtt PANELS Audi BE AAY 20 CAD£; CALYAMIZCO (0.0136 ") CDNFORNING TO AS1V
A533 STT0RCTRUAL GRADE 37 141114A MIN, r7 • 37KS.
ALUMINUM EXTRUSIONS STALL OE 6063-76. U.D.N.
4. PRCDV47 MARKWCS 94AU. 0E TRTNN 12. Or oNC CID OF 1"C PAI/ET. 161"
PER PANEL APO SHAH BC uXI.E0 AS r J.OWS:
SOVNEASTERN METALS MAPIIFACTURINC CO- INC.
.IApt$OWVILLE.
ruyetiA
DADE COUNTY PRODUCT COMM APPROVED
S, TO MEET MC1R0 - DADS HURRICANE COX. RC90 PUVMLS tNTH 51.TO( DOLTS AND S'nP C NUT$
AT Mro -SPAN SECt0 AT mire' LAP JOINT.
6. AU. DOLTS ANC RASHERS SHALL BE CALvAN1ZED CR S1ANNI.CSS Situ veil • IU WUW r7 - 33 K
7. NATURAL SPCr$CA IONS HOTLD motto ARE THE MANIXACTURE'S REPRESENTATION OF NATERtALS TO
eC uSC0 w PREMOT TESTINC.
6. tT7' t 9011011 OVALS SMO•W MAT OE 0 TERDUNCEO AS FIELD CONDI71DN5 CROICATE PANG S MAY
BC MCLI NTtO KORMONTAU.T wort APPLtG na.
D. CYL,1 A O UNFOIOt SIAM MR Korot 1CS1 REPRESENT 114TTOADE PROPOSED MR PRO OLAS
PA 201. 202. AM) 703.
DEM7i 5 6ASD, ON CT; TEST REPORT ND.
t0. VAzAAA• ALI.O•ABLE OC9DI LOAM
MN. CF ONE MARKING
2.50
44' SILL 1
c )C,AP IRT:X --
1 1.375 - REF.
86" SILL
.125"
- 1 /t. s 1/7•
RAII. CALK -IN •t10404
SCCaJRCD 04 4AS lrV (my
7/8" X 5/16' SLOT
(TYPICAL)
250 x .500'
S/S CUNCH STUD
J
,
S1DEMrAUC BOLT
0.125'
1000
2.000' _.
®PATIO SILL DETAI},
f 1 I 2
: 0.1. t'0:ZT 66 - -3
68" SILL
3
STPV.711J I.1..1a1r:Prll 11fITC:
7/8'
56" SILL
Note; Reinlorc
and spr
of eo[h
� - 13.00 --+-- 13 00'-4- 13.00
. • 0 • • • • 0 0
6.50 - 4 6.50 * 5 SID:4 6.504 6.50
6 ANCHORS
t
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r 6.50'4 6.50 6.50'4 6.50 6.50'4 6.50'
8 ANCHORS
1.50' 13.00 " - + - 13.00' --4 13.00"---+---
68' SILL 1 ' •
6.50'4 6.50.4 6.50'4 6.50'4 6.50 6.50'•
1 ANCHORS
4.00 " - . - 13.00 - - 13.00' 13.00" -4
86' SILL 1 • • o - 0 0 • 0 0 •
6.50"4 6.50'4 6.50'4 6.50'4 6.50'4 6.!
12 ANC
STUD ANGLE
o o • • • • •
''' -'7" " ,' OLD.
a•
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OF 2
araa I1,1PI
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10/7/17
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At
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10/7/17
19 • M. C - M 4+.w
MI
l• ATT_I A•]- a 000
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lb
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Nis
Sod C9gLLSLib06T :1401:13
HEADER CHANNEL LAYOUT
3 1/4 r6 1/2:•.6 1/211.6 1 /2:r+6 1/21...6 1/2+-
6 ANCHORS
3 ANCHORS
10 ANCHORS
1 1 1
2 ANCHORS
=c••04.4 s ,T
percls with stitch bolts
i
Aut of rnid -span secure
Ip joint.
HOLE LEGEND
• 7/16'• Trot.; HOLE
• CLINCH STUN)
• -J
�• - 1 .00' ---
• • 0 _ • • 1
SO . 5.s0' 5.6C
4
13.00 - --*— 13.00' —+-- 13.00" -4
44" ,` f0.1
PRODUCT RENEWED
AC7C7E?TANCE No. ' -0/ 7.0 3
EXPIRATION ► ATE J of2u - 2002-
BY
PRO 1 ROL DIVISION
• • • o • • o • 1 BUILDING CODE COMPLI OFFICE
• 650'+ 5.50 - + 6.50 "+ 650 - + 6.50'+
s
TILL LAYOUT
SCE 'd ` ' I : T T 66, is 3i?Q
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT 1 • I9
Br 7/
PROEM $NTROL 0I1'!S;ON
BUILDING .CODE COMPLIANCE OFFICE
ACCEPTANCE NO. q� - f�ti 5i 1
.1111••• AIMMIIMMOOMMIMPOOMP1P111,01.11
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:_ I I_N.I?1SP 9 L14. ii Vic;
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7lrVCtvrn
ClisUng
Structure
Woo
Framing
Wood
Crom:ng
Tr) WAIF retAtl
029LL5L1706 T : HO2i3
1/4'x2' Eleo Pond Mote
htoionry 9dt 1/4
Coly Wosher k WOShtred
Winged Not
Stoe1
Spring Nut
1'x1/4"/20
Hex Herod Dolt
1'x1/4720 Ro.I
Calk —in Anchor
0 WALL_M_QyNT SECTION (DIRECT MQUNT SYSTEM)
N.T.S
1/4 "e Wood Log
Sere. 1 1/2"
Min. Embedment
Steel
Spring Nut
1'x1 /4720 Wood
Bushing '/1'x1/4'
/20 Mee Wood Bolt
2T:TT 66 2 aaQ
e
1/4 "X1'
Side.olt Gott
d
z
a
PANIC TR AHGI F DETAIL
STUDDED ANGLE / TOP & 8OTTOM ht9UNT SYSTEM (wQ Q FRAME
N.T.S
•
Exieting
Structure
1/4
Sidewalk Bolt
2 8SLLSLt'06 T :. <Pj
1/ 4" L AX.
Gloss or
1 "a4'r0.125' or
2 "14"10.125" Alum. Tube
err 2 "344" P.T. Wood to
Stud Framing •
k 2'x6" P Wood Stud
framing • 24' o.c.
:OL 120:3T 66 —00 -3T
1 "x1/4"/20
Nee Heed Gott
1"x1/4720 Row'
Coil —in Anchor
7/4 7tl
Si de.olk D
1'x1/4'/20 Rowf
Cock —in Anchor
ANGtf TQWAJ1 T u
0_3D HEADER / STUUDDDD ANGLE MOUNT
N.T.S
*THIS DETAIL MAY BE USED
AT TOP OR BOTTOu OF PANELS
WALL MOUNT SECnON OTTQM,)
N.T.S
vel@ -.) I.I._ta' :_eal_Ilfl'J. ::
Steel
Spring Hut
PANEL TO_AUCIL
1/4 "e Wood Log
Screw t 1/2' 1/in
Embedment
2 1/4 "0 4 1/2' Log
Screw 0 24" o.c. Mt
w/1 3/4" Pencleotio
it Center of Studs
Lo
AK, F TO WM E OFTAIL PANFL TO ANCt tjETAIL
O STV OEO ANQLE / TOP & BOTTOM MOUNT SYSTEM
N,T.S
ANCHOR SCNEOtILE
(WIN. 2 EDGE DISTANCE)
1 >n 4 rgpO
•/4'7D NPR KAB CO.T SS
gaimiusa
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Vert' (1,[X7 P•TQ PATE
NA.:CWIT 0C,1 74115
1/4' CAUL wASt£R t
XAg4DILD t HUT
4 :31IMMED
1. 11/4:/14 1 •CCO llaa5/•t4t
1/4 xi /2o pocirmx '0.T
ANCHOR SCHEDULE
•MIN. 2' EDGE DISTANCE
1/4 'Mk CALK-14
µ0101 t 1/4'=1• S+OC'1WAUt
Oat (3/4' • 14LA3)
5••11
1 / 4 '74' CO+DKR OMIT
1 1. 1 4. MM CEPANN M ANCHp1
1/4712 1/4' TM CON SCItEW
wit 1 I/2' k t/ � CI. DIIDIT
1/4712" CIDp PAM. NAT[
11A CratT BOLT MM
1 1/4' CAL,. •A5t4CR
WASKAED !Mat 1
4 =11.11111111b
1/4'4 •AK CALK-IN
411 0•Pt t 1/4711• DOC•AUC
Q.T U / I )4(AD)
289LL5L1206T : WO11d
•
ACCET A N C E No. 9 - 03/ 8 • o3
6 c104.4.4, /. - 2042 -
13 y
RODUCT NTROL DI
J3L'ILDING CODE COMP
1/4' :1 1/2" Concrete
Ori,e Nal 1./
E+lponsion Anchor
Sleet
Spring NO
1/4'x1'
Sidewalk Belt
1/4 %2 1/4" Topton
."Alex Need Sere..
•MOT roe 114•
worm chtv.
»MDT AVA4,ASLC roe '6' NAM 1.0•01145
rat KOLLOW BLOCK oNtr
rOR 13' O.C. SPACING
LI d rT : T T 66, 2 32Q
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
PROM
19 9?
TROL DiVIS.ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 91 - O RO5 ()1
892LSctC)6 • YP•J
:OZ 50:ZT 66 -00 -ZT
ANCHOR SCHEDULE
MIN. 2" EDGE DISTANCE)
ANaIOR rot
r r 4C f
r� A�C C<4)
CaST,K1
k -n llf
1/4'r Mw[ CALK -IM
ANCMCOI & )/471' bOOM%
80.1 (3/1' • MCAO)
13
1/4'1 1/4" U/ ON
111114 MCX KAO SCMw
TIM 11 1
, /7' 1114. [VYCO�CNT
MtxLOM/
1/4•4 Wt. CALX •W
MOM
AN0109 t 1/4"11 SOMILX
BOLT (3/4• • MAD)
COMM 1111 1
13
Vera" ACD PAHO, MAX
IASOr01T SOLI NTH
1 1/4' GAY. w4S711CR t
WA *NCO rout
••••
p i
ls "
Lo
AK, F TO WM E OFTAIL PANFL TO ANCt tjETAIL
O STV OEO ANQLE / TOP & BOTTOM MOUNT SYSTEM
N,T.S
ANCHOR SCNEOtILE
(WIN. 2 EDGE DISTANCE)
1 >n 4 rgpO
•/4'7D NPR KAB CO.T SS
gaimiusa
1/C • UCCO LAC 1M1H
1 1/2- Ic.. CIAICC tAMT
Vert' (1,[X7 P•TQ PATE
NA.:CWIT 0C,1 74115
1/4' CAUL wASt£R t
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4 :31IMMED
1. 11/4:/14 1 •CCO llaa5/•t4t
1/4 xi /2o pocirmx '0.T
ANCHOR SCHEDULE
•MIN. 2' EDGE DISTANCE
1/4 'Mk CALK-14
µ0101 t 1/4'=1• S+OC'1WAUt
Oat (3/4' • 14LA3)
5••11
1 / 4 '74' CO+DKR OMIT
1 1. 1 4. MM CEPANN M ANCHp1
1/4712 1/4' TM CON SCItEW
wit 1 I/2' k t/ � CI. DIIDIT
1/4712" CIDp PAM. NAT[
11A CratT BOLT MM
1 1/4' CAL,. •A5t4CR
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1/4'4 •AK CALK-IN
411 0•Pt t 1/4711• DOC•AUC
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289LL5L1206T : WO11d
•
ACCET A N C E No. 9 - 03/ 8 • o3
6 c104.4.4, /. - 2042 -
13 y
RODUCT NTROL DI
J3L'ILDING CODE COMP
1/4' :1 1/2" Concrete
Ori,e Nal 1./
E+lponsion Anchor
Sleet
Spring NO
1/4'x1'
Sidewalk Belt
1/4 %2 1/4" Topton
."Alex Need Sere..
•MOT roe 114•
worm chtv.
»MDT AVA4,ASLC roe '6' NAM 1.0•01145
rat KOLLOW BLOCK oNtr
rOR 13' O.C. SPACING
LI d rT : T T 66, 2 32Q
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT
BY
PROM
19 9?
TROL DiVIS.ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 91 - O RO5 ()1
892LSctC)6 • YP•J
:OZ 50:ZT 66 -00 -ZT