HomeMy WebLinkAboutProduct Review AffidavitProduct Review- Affidavit
St Lucie County, Public Works Department
Code Compliance Division
&4n1 K L)N 17,0- P2 /NJA t/Y,�,714 0,4q
The following products will be installed in the structure located at J,? ,So t)7N 1I,
Building Permit # LO G I �- FI-
Owners Name l i &62' --1 �� M A�4 ° lowner's Address � k S E= L
Contractor 1/, -T BLOOD j1 C, Contractor's Address 10$,�" ri/T c , �� Kr.,ou P� ��
J
Product
*Product Rated
Design Pressures
Manufacturer
Model Number
Method of A ac rm'
Windows
*Fill in the rated wind design pressures listed by the manufacturerfor each product listed
izai ) tLU
/M Pier' 040
-0
MuVkons
g ,o _ $
AK c4' tips
L-30
Sirh' ,oc1F o
Fixed — Glass Ltl V
1 st Choice
Skylights
Glass (other) G
Butt Glass
Glass Block
Tiding Glass Doors N hs-
I st Choice
2nd Choice of...)
wing Type Doors
1st Choice -� 7pY b _ Q.
2nd Choice
►2 CIS ��
M�0/1)m
-�£
erhead Garage Doors ti
1 st Choice
2nd Choice cJwr�•bb)
Roofing Material
Asphalt/Fiberglass
Metal
Other
Shutters
NIA �4U779Xr %107 C % rALL'
I have reviewed the above components and cladding, and nave approved their use in Luc s« ucLU e
Lo
provide adequate resistance to the wind loads and forces specified by current code rovisions.
m Nae: � ry'1 �40 Signature
Design Firm ION . 41bG14 kert. No. Date:
%N C
G�
A
ST. LUCIE COUNTY BUILDING PRODUCT APPROVAL SUBMITTAL AFFIDAVIT FORM
PROJECT: TENANT IMPROVEMENTS WITH WINDOW & DOOR REPLACEMENT PLUS NEW WINDOWS, FOR:
BRANCH BANK for BANKUNITED at Prima Vista Crossing
7526 South US Highway 1 Port Saint Lucie, FL 34952-1450 _
GENERAL CONTRACTOR: V.J. FLOOD, INC. , 1055 N.E. 46th COURT, OAKLAND PARK, FL 33334 1-954-491-2202
OWNER/TENANT: BANKUNITED, JEFF MAHON, 7815 N.W. 148th ST., MIAMI LAKES, FL 33016 305-817-8120
PERMIT NUMBER:
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOOR, SLIDING DOOR, FIXED GLASS, WINDOWS.
OPENING
DESCRIPTION
MODEL #
MANUF.
GLASS
ATTACHMENT
OD
BUILDING
DESIGN
PRODUCT
DESIGN
PRODUCT
APPROVAL
SPACING
CONC.
MARK / NO.
PRODUCT
SIZE
DESCRIPTION
BUCK TYPE
FASTENER
EMBEDMENT
WIND PRESSURE
WIND PRESSURE
NOA NUMBE
WINDOW „
NNW OPENING NEW WINDOW
6'-10"
JAMB/HEAD
LFROM
D MIN.
+38.2
+887.3
01-0329.02
TYPE A
HIDE
ALUMINUM
OVERALL
TAPCON
4EAD 7/8& IN
EMB
FIXED GLASS
ONE VERTICAL
THICKNESS
NONE AT
CORNERS +
INTO
ZONE 4
IMPACT
MULLION
LAMINATED
ILL
9 3/4" O.C. + (2)
MASONRY OR
SYSTEM
ADDED ANCHORS
CONCRETE
ARCH ALUM.
AT MULLION
IMPACT WALL
JAMB:
3000 SYSTEM
3 1 /2" IN FROM
CORNERS +
9 3/4" O.C.
WINDOW
REPLACEMENT
STOREFRONT
20'-5" WIDE
9'-11" HI
ARCH
LUMINU
9/16"
OVERALL
IX AT
JAMB/HEAD
1/4"
TAPCON
HEAD & SILL:
3 1/2" IN FROM
1 1d4" MIN.
EM ED
+35.3
-38.2
+85.0
-85.0
01-0619:01
TYPE „B„
FIXED GLASS
IMPACT
VERTICAL
MULLIONS
THICKNESS
LAMINATED
qONE AT
SILL
CORNERS +
15" O.C. + (4)
INTO
MASONRY OR
ZONE 4
SYSTEM
V O.C. MAX.
ADDED ANCHORS
AT MULLIONS
CONCRETE
+35.3
-47.2
ARCH ALUM.
ZONE 5
3 " IN FROM
IMPACT WALL
L-3000 SYSTEM
CORNER
CORNERS +
12 O.C.
1 1/4" MIN.
01.0911.02
STOREFRONT
6 1/4" IN FROM
EMBBED
-35.2
-38.2
+70.0
-70.0
SWING DOOR
"
3,-0" WIDE
ARCH
g�1g•
OVERALL
NONE
1/4.CORNERS
+
INTO
CONCRETE
ZONE 4
DOOR NO. 1
7 —0 HI
LUMINU
THICKNESS
TAPCON
12" O.C.
LAMINATED .
I HAVE REVIEWED THE ABOV COMPONENTS AND CLADDING, AND HAVE APPROVED
THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO
THE WIND LOAD&AN,F0R:rECIFIEp BY CURRENT CODE PROVISIONS.SIGNATURE DATE�I OJ_CERTIFICATION No.ARCHITECT:
STEE4,A., R.A., FL LIC. ARCHICTECT # AR-8054,
CORPORATION # AA—C 712
RYAN ARCHITECTURE, INC.
207 BANYANWOOD POINT JUPITER, FL 33458 561-741-1975 FAX 561-658-6390 FL AA—C712, AR-8054, E MAIL:
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