HomeMy WebLinkAboutApproval Submital Affidavit FormST. LUCIE COUNTY BUILDING PRODUCT APPROVAL SUBMITTAL AFFIDAVIT FORM CLIENT REQUESTED CHANGE 7-15-05
PROJECT: TENANT IMPROVEMENTS WITH WINDOW & DOOR REPLACEMENT PLUS NEW WINDOWS FOR: WINDOW TYPE "B" CHANGED TO NON —IMPACT
BRANCH BANK for BANKUNITED at Prima Vista Crossing TO MATCH EXISTING NON —IMPACT SYSTEM TO REMAIN
7526 South US Highway 1 , Port Saint Lucie, FL 34952-1450 REVISION NO. 1
GENERAL CONTRACTOR: V.J. FLOOD, INC. , 1055 N.E. 46th COURT, OAKLAND PARK, FL 33334 1-954-491-2202 g
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 METHOD BUILDING PRODUCT PRODUCT
MARK / NO. PRODUCT SIZE DESCRIPTION SPACING CONC. DESIGN DESIGN APPROVAL
BUCK TYPE FASTENER EMBEDMENT WIND PRESSURE WIND PRESSURE NOA NUMBE
WINDOW NEW WINDOW 6'-0" WIDE ARCH 9/16" X AT 1/4" HEAD & SILL: 1 1/4" MIN. +35.3 +86.7
TYPE "All IN NEW OPENING 6'-10" HI ALUMINUMOVERALL JAMB/HEAD TAPCON 4 7/8" IN FROM EMBED —38.2 —87.3 01-0329.02
FIXED GLASS ONE VERTICAL THICKNESS ONE AT CORNERS + INTO ZONE 4
IMPACT SYSTEM MULLION LAMINATED ILL 9 3/4" O.C. + (2) MASONRY OR
ARCH ALUM. ADDED ANCHORS CONCRETE
IMPACT WALL AT MULLION
3000 SYSTEM JAMB:
3 1/2" IN FROM
CORNERS +
9 3/4" O.C.
WINDOW REPLACEMENT 8'-2" WIDE ARCH 1 4" X AT 1 4 HEAD & SILL: 1 1 4" MIN. T AS ATTACHED
OF PORTIONS OF / " / +35.3 �' ��
9 —11 ' HI LUMINU T MPERED JAMB TAPCON 4 IN FROM 0 EMBED Q —38.2 Q 57.0 % +57 o°N 00-1220�05
TYPE B STOREFRONT VERTICAL CORNERS + GL g
FOR NEW ATM MULLIONS SAFETY 2X AT AT MASONRY INTO ZONE 4 id STEEL ATTACHED
FIXED GLASS GLASS HEAD � R CONCRE 18 O.C. + (4) MASONRY OR REINFORCED
NON —IMPACT 4 O.C. MAX. ADDED ANCHORS CONCRETE FI MULLIONS
SYSTEM A\ 114 SMS OR AT MULLIONS AND AT 1 /8' + o
ARCH ALUM NONE AT 1/4• s.o.Q JAMB: MIN. THIC Q
SERIES 4500 SILL SCREWS 6 IN FROM A STEEL
FLUSH GLAZED s�8- THICK 1QRO.CS + THRU STEEL
STOREFRONT 1 1/4" MIN. +35.3 01.0911.02
EMBED
SWING DOOR g��g�� � 6 1/4" IN FROM —38.2 +70.0
3'-0" WIDE ARCH OVERALL NONE 1/4' CORNERS + INTO ZONE 4 —70.0
DOOR NO. 1 7'-0" HI LUMINU THICKNESS TAPCON 12" O.C. CONCRETE
LAMINATED
I HAVE REVIEWED THE ABOV COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO
THE WIND LOA S AND ORVS SPECIFIED BY CURRENT CODE PROVISIONS.
SIGNATURE DATE CERTIFICATION N0.
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ARCH TEP S RYAN, I.ArR`'A., FL LI . ARCHICTECT
RY ARCHITE LIRE, INC. # AR-8054 , CORPORATION # AA—C 712
207 BANYANWOOD POINT JUPITER, FL 33458 561-741-1975 FAX 561-658-6390 FL AA—C712, AR-8054, E MAIL: architec4@AOL.COM