HomeMy WebLinkAboutPlan View Planning & Development Services Department
ly Building & Regulations Division W
Product Review Affidavit W
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Building Permit # Owners Name Applicant: IE�T _ —
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Product Opening design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment O
Pressures Design Pressure Number Type --- ----- ---- ---- ------- --�' -- _=====R----- - --- ----- ----- ----- ----- -
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W 4" 3611 V1 W
Windows +33.5, -36.3 + 65 -80 PGT SERIES 7700 20-0401.11 SEE PRODUCT APPROVAL SUBMITTED �I SI GL U ND W
Mullions f 83r QQ O
_ XI D OR O 4
MAX-
- �� ; +33.� -36.3 ; �I B E V E ST K AL
Fixed Glass �- ------ BUCK
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HEIGHT_ �� � � � 11 _11 G TE
Block Glass I __�L_________J _________J u__ _____ ____ $
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ON 1 LAYER OF -VFK
Skylights -- I �' �
Sliding Glass Doors 5'. MAX. O�WDEXT'R GRACE
O.C. I I �r, RIGHT SIDE ELEVATION PLYWD TO BE NAILED
Swing Type Doors 1 4 -1 0
W/
French Doors 8d COMMON NAILS 6" AT EDGE & 12" IN FIELD
Garage Doors D
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Hurricane Protection
AT EACH END
Roof Ventilation _� w
Roofing Material
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Devised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the O
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wind loads and forces specified by current code provisions. A a a a
Name: Signature: seal
Design Prof: Cert. No. Date: I I Q
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SEC ON
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EXIST TRUSSES
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EXIST CONIC BEAM O O x z
KITCHEN o
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R703.2 Water-resistive barrier. I I
One layer of HENRY FORTIFLASH BUTYL FLASHING MEMBRANE
6'-811 �I G KEYNOTES z
V4" TAPCON SEE CHART
FOR SPACING � W
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EXIST GD GLASS DOOR TO BE EMOVED
1 x P.T. WD. BUCK
O EXIST BLOCK WALL
1 x P.T. WD. BUCK
R703.2Water-resistive barrier. O N.A. a
8" LIGHT TEXT One layer of HENRY FORTIFLASH BUTYL FLASHING MEMBRANE
STUCCO ONRIB LATH NEW 24" WIDE x 36" HGT AALUM PGT SERIES 7700
ON 1 LAYER OF TY-VEK IMPACT
ON $" EXT'R GRACE Z' DRYWALL
B
PLYWD O EXIST CONIC LINTEL
PLYWD TO BE NAILED 2x8 WD. STUDS CUT TO FIT@
W/ SPACED EVENLY
8d COMMON NAILS 6" AT O NEW 2 x 8 WOOD STUDS
EDGE ,& 12" IN FIELD THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. W/ R-19 BATT INSUL
R-19 BATT INSULATION ROOF
ANCHOR 2X8 P.T. TO CONC. LIVE LOAD: 30 PSF
SLAB W/ 5/8' THREADED DEAD LOAD: 25 PSF O 12'X04C.VER ON SCREWS @
SPH-8 SIMPSON ANCHOR AT TOP AND BOTT
WEDGE ANCHOR BOLTS @ W/ 10-10d x 11 TUDS Z
"
24" O.C. 6" EMBED INTO WIND LOAD 170 MPH AS PER ASCE 7-16
ONO FIG RISK CATT.II /
WITH 3" x %4" WASHERS EXPOSURE " D
BUILDING DESIGN AS: PARTIALLY ENCLOSED ENCLOSED_OPEN
WINDOW DETAIL WIND TUNNEL TEST
3 o CODES
Y4��_-1�-0�� FLORIDA BUILDING CODE 2020 RESIDENTIAL, LOCAL CODES AND GOVERNIN(
PLAN VIEW y
REGULATIONS. DI tall signed
DonalDACI 318-02 Nuelle
d byDonaldJ
ACI 421.1-R92 J N u e I I e Date:2022.01.26
19:30:08-05'00'
A.I.S.C. NINTH EDITION a"-1�-0�� N W
Simpso trong-Tie N.D.S. 2001