REV-17-2852Tenant/Lessee Name:
Co 6^ ( Q 144 2d,^6C f ec,4 "( _01 I , cow,
CONTRACTOR: Company Name: (�U (0/(49/i , Phone#:
`mil Address: 6,F rG ,T .(• i ).z 4' 12 •� '
City: /A•( SI Q/L€ State: /� Zip: 3) / 3 $ �^
Qualifier Name: jj/ a i (► #1-1Lr C/Gx/'2_.. d Phone#: .G 3 �7 g' F SJ
State Certification or Registration #: �qC / $'/" 4 7* Z_ Certificate of Competency #:
'A,.K' 4
Email:
\C
RECEIVED
c 'vA rQEC 0 41017
4-3
FBc2ot`-I
BUILDING Master Permit No. ! C--s"-- /7- /3 / cj
PERMIT APPLICATION Sub Permit No.i\( A - 2.b52, .
❑BUILDING ❑ ELECTRIC ❑ ROOFING Ili REVISION ❑ EXTENSION ❑RENEWAL
Ei PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION 0 SHOP
r� CONTRACTOR DRAWINGS
JOB ADDRESS: S/ , f V2 5' A
City: Miami Shores County: Miami Dade Zip: 3 1 3
Folio/Parcel#: 113 2.o 4 b 17 0 61 rQ Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: `Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Cd S e( 67 ' 7r A/!ee/ Phone#:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
Address:
City: /%f74/1! l--/-i✓l-9 State: Fe Zip: 3f / 3
Phone#: 7O � 2 5-'7- 2/ 4 60
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit:
Phone#:
City: State: Zip:
Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration n New ❑ Repair/Replace ❑Demolition
- Description:of Work !/('S "a K) a O. )(64 <l
Specify color of color thru tile: ....•.
Submittal Fee $ Permit Fee $ • CIJ CCF $ CO/CC $
c-�
Scanning Fee $ C-7 • Radon Fee $ DBPR $ Notary $ e - G:,
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ e() •GJ Bond $
TOTAL FEE NOW DUE $ I c •
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City + _4- - State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
i V _:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
, for the first inspection which occurs seven (7) days after the building permit is issued. In the abse a of such posted notice, the
inspection will not be ap roved a;• a reinspection fee will be charged. ,
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of , 20 by
v, .A ho is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Seal:
APPROVED BY
(Revised02/24/2014)
Signature
C 'T TRACTOR
The/I foregoing instrument
tpwas acknowledged before me this
m
l� day of x , 20 , by
I \OM C.rv' who is personally known to
me or who has produced f'l [ [tail 1� as
identification and who did take an oath.
NOTARY PU : IC:
Si!F!e"Ai
Print: •
Seal:
lasemamommorauslarri
MAHARAI K GONZAUM
MY COMMISSION # GG 044O
e.:::34Y:e.:::41.**•,;) EXPIRES• November 2, 2020
Bonded Thru Notary Public Underact
****►►************►************************ ***********************►***
Plans Examiner
Zoning
Structural Review Clerk
DEPARTMENT OF PERMITTING, ENV
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATIO
NOTICE OF ACCEPTAN
WeatherGuard Building Products, Inc.
9040 Belvedere Road
West Palm Beach, Florida 33411
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
5 SW 26 Street, Room 208
iami, Florida 33175-2474
5-2590 F(786)315-2599
miamidade.gov/building
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•Connty Pique. Control •
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count') a erve the right to hale• • • •
this product or material tested for quality assurance purposes. If this product or matt'titt *Mils to perform in tithe.•.:
accepted manner, the manufacturer will incur the expense of such testing and the AHJ fr14 immQdlatlrty revolte, •
modify, or suspend the use of such product or material within their jurisdiction. PERA receives the fi fit'to revoT t • •
this acceptance, if it is determined by Miami -Dade County Product Control Section that thes produot•or materia'C'
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 High'Veloct y.l It ricane
•
Zone of the Florida Building Code. • • •
DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter • •
APPROVAL DOCUMENT: Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5
of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 dated April 17,
2012, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the
following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS-
202, and TAS-203, unless otherwise noted herein.
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 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 & renews NOA #06-0706.17 and consists of this page 1, evidence submitted pages E-1, E-2, &
E-3 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S.
o5/24/2o/Z
•
••
•
MIAMI•DADE COUNTY
APPROVED
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
Page 1
• •
WeatherGuard Building Products. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06
A. TESTS
1, Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3)
Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high,
prepared by Construction Testing Corp., Report No. CTC-96-008, dated
02/16/96, signed and sealed by Christopher G. Tyson, P. E.
B. DRAWINGS
1. Drawing No, 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing,
Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02/15/96,
Revision No. 2, dated 03/25/96, signed and sealed by V.J. Knezevich, P.Eti
C. MATERIAL CERTIFICATIONS
• ..
.. .
.
.. . .
• • . • .
• ..
1. Mill Certified Inspection Report, dated 11/27/95, for Aluminum 41lay 5052-H36 • •
by Precision Coil Incorporated, with chemical composition avdpkyyical • • • • • • • •
properties. • • • • • • • •
•
2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob MJ. ?S1M--410, i'aicd •
February 16, 1996 for Aluminum sample. • • • • • •i• •
•
D. CALCULATIONS
••
•
•.
• .
1. Storm panel anchor calculations, pages 1 through 10 of 10, hated 02/28/94 . •
prepared by Knezevich & Associates, signed and sealed by Y.J. Knezevich, PPE:
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01
A. DRAWINGS
1. None. (Drawings originally in file 95-0717.06.)
B. TESTS
1. None. (Tests originally in file 95-0717.06.)
C. CALCULATIONS
1. None. (Calculations originally in file 95-0717.06.)
D. MATERIAL CERTIFICATIONS
1. None. (Material certifications originally in file No. 95-0717.06.)
E. OTHER
1. Letter issued by Al Purino stating that all documents are unchanged copies of
0.063" Aluminum Storm Panel submittals, Acceptance No. 95-0717.06.
my A. Makar, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
E-1
WeatherGuard Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0417.06
A. DRAWINGS
See NOA 99-0219.01
B. TESTS
See NOA 99-0219.01
C. CALCULATIONS
See NOA 99-0219.01
D. MATERIAL CERTIFICATIONS • •
See NOA 99-0219.01 •
. .
. . . •
E. STATEMENTS • • •
See NOA 99-0219.01 •
F. OTHER
See NOA 99-0219.01 •
•
•.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # (f6-07015.17 • •
A. DRAWINGS •
•
1. Drawing No. 07-309, titled " 0.063"Aluminum Storm Panel ", sheets 1 thro• ugh 5j •
5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W.
Knezevich, P. E.
. . .
B. TESTS
1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and
Cyclic Wind Pressure Test of 0.063" Aluminum Storm Panels Shutter, prepared by
Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09,
2006, signed and sealed by Vinu J. Abraham, P. E.
C. CALCULATIONS
I. 0.063 " Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton
Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
E-2
l/ �,4.I
H my A. Maker, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
WeatherGuard Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5
of 5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007,
last revision #2 dated April 17, 2012, signed and sealed by V. J. Knezevich, P.E.
B. TESTS
1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact
Test, and Cyclic Wind Pressure Test of 0.063" Aluminum Storm Panels Shutter,
prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated Aril 23, 2V77,'
signed and sealed by Yamil G. Kuri, P.E. • • • • • ••
•
C. CALCULATIONS
1. None.
• ..
.... •...
. .
• • • • ....
•.•.
D. QUALITY ASSURANCE ' '
1. By Miami -Dade County Department of Permitting, Environment, reit1,Rcgulatory
Affairs (PERA). •
E. MATERIAL CERTIFICATIONS
1. None.
• . .
..
... •
• •
•.
F. OTHERS
1. Letter of Compliance to Florida Building Code, 2010 Edition, prepared by Knezevich
Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V. J.
Knezevich, P.E.
//44-
H�tfiiy A. Makar, P.E., M.S.
PERA, Product Control Unit Supervisor
NOA No. 12-0419.01
Expiration Date: 04/18/2017
Approval Date: 05/24/2012
E-3
• .
•
•
•
• •
• •
)HC(FlaCANON(VZFTETEHGH VELCY HURRICANE ZONE ) OH
'ABLE
FACTHAS
R BEENCdUSED USETHE
FOR W000 OF
AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING
1D LOAD CALCULATIONS IN ACCORDANCE WITH GOVERNING ,
OR OF Kd =0.85 SHALL BE USED.
JATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE
SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM.
E ALUATIONADMINISTDOCUMENTS SHALL COMPLY WITH CHAPTER
AIATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND
PLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR
TUN UCPARID
CTURARL SUBSTRA EES DD ETAILED TINHE.T
CONTRACTOR
R
i STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF
ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS
EVALUATION DOCUMENTS.
4G OFFICIALIMAY ELECT THESE THE FOLLOWING OPTIONS
SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND
;ED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL
_WATSON.
ORT REVIEW AS A CONDITION SHALL
BUILDING OFFICIAL
%PPROVAL.
E-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND
NIAMI-DARE COUNTY PRODUCT CONTROL SECTION.
I DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE
)N "LLB" SHALL BE ACCEPTED BY THE BUILDING,gqOFFICIAL.
JGLPER PANEL AND SHALE BE PERMANENTLY LABELED
ATHWE US PPALM BEACH FLORIDA�, INC.
ADEppCOUNTY PRODUCT CONTROL APPROVEDp
EALUMINUMIALLOY WITH AAMIN. Fy=23 0 KSI WITH A MIN.
BE 6063-T6 ALUMINUM ALLOY, U.O.N.
RS SHALL BE GALVANIZED OR STAINLESS STEEL WITH
ENGTH OF 60gK.I5.1., U.O.N. ASE p
E MOUNTEDYHORIZONTALLY WHERFAPLPLICABLE.
UPEREIMPO THE LOADS AND TO VEIEXISTING DIMENSIONS
F. COMMENCING WITH THE WORK.
1
N
SEE NOTE
No. 10
12.00" PANEL COVERAGE
15.37"
O1 FULL ALUMINUM STORM PANEL
SCALEI 3" = 1' - 0"
3.5"
.172"
1.369"
R.25
TYP.
257
2.01"
.5
SEE NOTE
No. 10
N
.5
L 6" PANEL t. '
1 COVERAGE 'f
9.282"
2OHALF ALUMINUM STORM PANEL
SCALEI 3" a 1' - 0"
Qs HEADER ' EAVYhHEADER OSILD-OUT1HEADER HEADER OSEAVY"UHAE,-0" \Zit C3= CALE 3" '-D®"CALE,-a" C`
.093" it
TYP.
.05" ao
. 2 5 " rM
MATERIAL: 2AMAC 3 ALLOY
WASHERED WING NUT KEYHOLE WASHER 10'F' TRACK
8‘zit C^ALE' HALF SIZE SCALES HALF SIZE SCALEI HALF SIZE
.888"
0.275
�.313" .184"
frif
0.6
.138"-r
pp .37" 0
.275"
�110 I�;lli��
.093"
1 TYP.
WIDTH UNLIMITED
(PERPENDICULAR TO PANEL SPAN)
cn
•
1/4-20 MACHINE SCREW
WITH 7/16" HEX HEAD
••• • • • • •
APPRBVED H8r4C EF►
•• • • • • • • •
1/4-20 MACHINE
STUD 6' OR
12" O. .
O11 STUD ANGLE
SCALE' HALF SIZE
• WIDTH UNLIMITED
(PERPENDICULAR TO PANEL SPAN)
• • • •• • • • •
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0.6
.138"-r
pp .37" 0
.275"
�110 I�;lli��
.093"
1 TYP.
WIDTH UNLIMITED
(PERPENDICULAR TO PANEL SPAN)
cn
•
1/4-20 MACHINE SCREW
WITH 7/16" HEX HEAD
••• • • • • •
APPRBVED H8r4C EF►
•• • • • • • • •
1/4-20 MACHINE
STUD 6' OR
12" O. .
O11 STUD ANGLE
SCALE' HALF SIZE
• WIDTH UNLIMITED
(PERPENDICULAR TO PANEL SPAN)
• • • •• • • • •
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.125"
TYP.
1
2" MIN
5" MAX
12OBUILD -OUT
SCALEI 3" e
PANELS MAY
BE MOUNTED
HORIZONTALLY
PRODUCT REVISED
as complying with the Fh
Building Code
Acceptance NolZ-
n 0
odncl Con
®WALL MOUNT SECTION
A SCALEI 3" - 1• - 0"
EMBED.
TABLE 2
FOR MIN.
SEP.
FROM
GLASS
i
4
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
t
_ .25"
MAX.
.25"
MAX.
EXISTING CONCRETE.
HOLLOW BLOCK OR WOOD
FRAMING. SEE ANCHOR
SCHED. BASED ON TYPE
OF STRUC. (TYP. TOP &
BOTTOM)
.25"
MAX.
.25"
MAX.
CS CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING CONCRETE.
HOLLOW BLOCK OR WOOD
FRAMING. SEE ANCHOR
SCHEO. BASED O TYPE
OfSTRUC.
RU . (TYP. TOP &
O
C1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
EXISTING
GLAZING
CZ CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
L#'. 1 II % lVI•VIN. 1 C,
HOLLOW BLOCK OR WOOD
FRAMING. SEE ANCHOR
SCHEO. BASED ON TYPE
OF OTTSTRUC.OM) (TYP. TOP &
®TRAP MOUNT SECTION
B SCALEI 3" • 1' - 0"
C3 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
•
• •
• •
• • •
•• • •
• • •
• •
• • • .•.
• •
• •
•
• • ••
• •
• • . ••• • •
• •• •• • . ••
• •• • • . •• ••
• • • . • • • • • .
• .• •. . . • .• ••
• • • . • • • • • • •
EXISTING
GLAZING
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX.
SPACING
®TALL MOUNT SECTION
C SCALEI 3" - 1' - 0"
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No/C-O
on Data 0
Ti+li , i Dad • duct Control
01 j
'.,"r%
0 • U.... rum ueaIUN LUAUS
GREATER THAN 110 P.S.F.
ISEE ANCHOR SCHED. FOR
ANY ACCEPTABLE ANCHOR)
EMBED.
EXISTING CONCRETE,
HOLLOW BLOCK OR
WOOD FRAMING, TYP.
T CLOSURE SECTION
• 0"
XISTING
NNOOW
rAINLESS
1LT & WtNG-
•" O.C. (TYP.)
:LO�SURE PLAN
'0"
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING, TYP.
1/4-20 STAINLESS
STEEL BOLT & WING -
NUT (D 24" O.C. /TYP.)
EMBED.
8" O.C. FOR DESIGN LOADS
GREATER THAN 110 P.S.F.
(SEE ANCHOR SCHED. FOR
ANY ACCEPTABLE ANCHOR)
OPTIONAL LEG DIRECTION
ALUMINUM ALLOY ANGLE
CLOSURE PIECE 1" x 2" x
0.12S" MIN. TO 2" x 5" x
0.125" MAX.
TRAP MOUNT CLOSURE SECTION
G SCALEs 1-1/2" - 1' - 0"
EXISTING WINDOW
20 GAGE STEEL BENT
PLATE OR 2" x 2" x 1/8"
6063-T6 ALUM. ALLOY
BENT PLATE
OVERLAP
KOTYPICAL CORNER CLOSURE PLAN
SCALEI 1-1/2" • 1' - 0"
• •
• ••
• • • •
020
1/4-20 STAINLESS
STEEL BOLT & WING -
NUT go 24" O.C. (TYP.)
MAX.
EXISTING BAY WINDOW
20 GAGE STEEL BENT
PLATE OR 2" x 2" x 1/8"
6063-T6 ALUM. ALLOY
BENT PLATE
1"
OVERLAP
OL TYPICAL CORNER CLOSURE PLAN
SCALE' 1-1/2" s 1' - 0"
•• ••. • • • • • ••
• • ••
• • •
•
•• •.. .• • • • ••
•
• • • • • • • • • .••
• • • • • • •
•• • • • • • • • •
•
• • • • • • •
• • • •
••. • • . • .•• •
• • • • • . •
• • . ••• • •
• • • •• • •
•
• •• •
• •••• •• •. •
• •• •• •
••. • . • •• •.. •
MAX.
'MAX.
EXISTING CONCRETE, HOLLO4
BLOCK OR WOOD FRAMING, T
OWALL MOUNT CLOSURE SECT!
SCALE, 1-1/2" s 1' - 0"
PRODUCT REVISED
es complying with the Florida
Building Code
Acceptance No I Z 0
on Date 0
By
.0/
17
Dad' et Control
(WI
P.S.F.
MAX.
(SEE
NOTE
1)
' SPANS UP TO
5'-0"
(SEE NOTE 1)
SPANS UP TO
8'-8"
(SEE NOTE 1)
SPANS UP TO
10'-0"
(SEE NOTE 1)
SPANS UP TO
5'-0"
(SEE NOTE 1)
SPANS UP TO
8'-8"
(SEE NOTE 1)
SPANS
CONNECTION
C1
10'-0•'
(SEE
(SEE
C2
NOTE
NOTE
C3
UP
1)
TYPE
3)
C4
TO
C5
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
C1
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
C1
SEE
C2
NOTE
C3
TYPE
3
C4
C5
CONNECTION
Cl
(SEE
C2
NOTE
C3
TYPE
3
C4
C5
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CONNECTION
Cl
(SEE
C2
NOTE
C3
TYPE
3)
C4
CS
62.0
12
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11
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62.0
12
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W 120.0/////:,10
10
6
4
8
6
3
3
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200.0
8
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••
8.
i
ANCHOR TYPE
(WI
P.S.F.
MAX.
(SEE
NOTE
1)
SPANS UP TO
5'-0"
(SEE NOTE 1)
~'
SPANS UP TO
8'-8"
(SEE NOTE 1)
SPANS I
10'-1
(SEE NO
CONNECTION
C1
SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTION
Cl
(SEE
C2
NOTE
C3
TYPE
3)
C4
C5
CONNECTIO
(SEE
Cl- C2
NO
C3
0
0
2" MIN.62.0
12
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9
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5
12
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12
,y
r I ` 1
C 1\\ ' \\'
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12
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12
12
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p(•atat
2000
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*i`;•, M1'1)
i 7 WO.1D1:,Ir0
W MM.
i iTi.
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;1 I
{F; ''
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8
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//
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%�
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6
11r iii..M I11t1111U1111t'%
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9
12
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7
*a;■iut11t11tflltf=
R w MMLW1/4-
Aatt..,
72.0
12
12
12
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8
12
12
7
/j4
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8
5
83.0
12
12
12
4
7
10
8
5
4
10
7
4
YV{ M NSE
12
12
8
/
//
200.0
10
7
4120.0
4.
10
7
4
4
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7
4
ANCHOR NOTES;
1.
SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLI
ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOW
IN TABLE 1. 2 ULE �ON THE EXISTING STRUCTURE MATERIAI
ORULTNEDqSELECTSHUI
GREATER ANCHOR
AND EDGE EIGNOTT RANET
GREATER THAN OR EQUAL TO SHUTTER SPAN.
3. SEE MOUNTINGNSECTION DETAILS
NFOR IDENTIFICATION OF CONNECTION TYPIryry
4. REFERENSTRUCTURE SCHEDULE FOR EPROPER ANCOHCOR TYPE BASEDI0
TYPE OF EXISTING STRUCTURE.
5. AECOMMENDATIONS INSTALLED IN ACCORDANCE WITH MANUFACTURER!
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH 0
STUCCO.
7. SHHALL OCATE CABLES PRIOR TO ANCHORING ANDDCOORDINATE ANCHORAG
�SyyUCH THATxx��CABLES AARE NOTgD�AyMMpAGED.pM p pp Np'
VARRY. FIELD VERIFY THHAT FASTENERS ARE INTb ADEQUATE (WOOD FRAMIN
FOR SER tIOT PL WOOD.. FASTENING TO PLYWOOD IS ACCEPTABLE ONL'
9. WHEREHLLAGASCREWSRFNACSeTNETN TO NARROW�FLACE ��OF ST�jMUD� FRAMING FASTENE
EDGE QDISTHAENRCEpIS ACCEPTASBLgE FFORRMWTOOD FRAMING. WOOD STUD SHAL
• . BE g PY{;I•LIPS PANE HEAD OR HEX HEADER DENSITY. LAG SCREWS SHAL
• �A
tO.•MACI7� SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREAD'
• • ;IN`• SL'_NCHOR,AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, 01
• • . R D (SIDEWALK BOLT), U.O.N.
•• 11. SEgrGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USE:
12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHIN
SCRMNVI•OR WASHERED WINGNUT.
13 •**THE.MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDEI
• •IN HOL•LOWCONCRETE BLOCK IS 3-3/4".
•
• 34:14WICRS Z4IAC NAIL -IN AND WEATHERGUARD LEAD SHIELD MASONRY ANCI.
• • MAY NOT BB USED IN CONCRETE SLABS OR CEILINGS. EXCEPTION. THESE ANCI
MAY BE USED IN CONCRETE SLABS ON GRADE.
MIN. 2x ANCHOR DIAMETER
MAX. 1/2 ANCHOR SPACING
• •.• .1 • SPACING PER SPACING PER
•
•• • •• • • • •
ANCHOR SCHEDULE ANCHOR SCHEDULE
• • .• •• •
PRODUCT RBI
as complying wi
'Ming Code
ceptance Not
lion Date:
1AUM STORM PANEL SEPARATION FROM GLASS
i'IVE
LOAD
.S.F.)
MAXIMUM
STORM PANEL
SPAN (PT -III
MINIMUM SEP.
FOR ALL
INSTALLATIONS
ABOVE GRADE
(INCHES}
MINIMUM SEP.
FOR ALL
INSTALLATIONS
GR30 ABOVE N
GRADE (INCHES}
00
5' - 0"
3"
1"
00
7' - 0"
3"
1-1/4"
00
9' - 0"
3"
1-1/2"
00
10' - 0"
3"
1-7/8"
00
5' - 0"
3"
1-1/8"
00
7' - 0"
3"
1-3/8"
00
9' - 0"
3"
1-7/8"
00
10' - 0"
3"
2-3/8"
DO
5' - 0"
3"
1-1/8"
D0
7' - 0"
3"
1-1/2"
D0
9' - 0"
3"
2-1/4"
D0
10' - 0"
3"
3"
D0
S' - 0"
3"
1-1/8"
D0
6' - 0"
3"
1-3/8"
DO
7' - 0"
3"
1-1/2"
00
5' - 0"
3"
1-1/4"
00
5' - 6"
3"
1-1/4"
TABLE 1 NOTES;
1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE
AND NEGATIVE LOADS.
2. FOR DESIGN LOADS BETWEEN TABULATED
VALUES. USE NEXT HIGHER LOAD OR LINEAR 1
INTERPOLATION MAY BE USED TO DETERMINE
ALLOWABLE SPANS. --I
STORM PANEL MAXIMUM
SPAN SCHEDULE
TABLE 2 NOTE; POSITIVE 1. ENTER TABLE 2 SEPAATIO FRWITH OM QASSSTORM SHUTTTER
•
• • •
• • • •
•
•• ••• •• • • • ••
•• ••• • • • • • ••
• •.• • • •.• •.•
• • • • • • •
• • •.• • • • •
• • •
• •• • • • • • ••
••. • • • • •
••. • . • • •.• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
•.• • • • ••• • •
T
A
8
L
E
DESIGN LOAD
W (P.S.F.)
ALL MOUNTING
CONDITIONS
L MAX. (FT -IN)
73.00
8' - 8"
75.00
8'-6"
80.00
8' - 0"
85.00
7'-6"
90.00
7' - 1"
95.00
6' - 8"
100.00
6'-4"
105.00
6' - 1"
110.00
5' - 9"
115.00
5' - 6"
120.00
S'-4"
125.00
5' - 1"
130.00
5'-0"
135.00
5' - 0"
140.00
5' - 0"
145.00
5'-0"
150.00
5'-0"
160.00
4'-9"
170.00
4'-5"
180.00
4'-2"
190.00
4' - 0"
200.00
3' - 9"
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No
Exp Date
By
Mi
Dada yr . ct Control
7