HomeMy WebLinkAbout1308-0399 PARTIAL PLAN-v-n0
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PRODUCT REVIEW
PRODUCT
OPENING
DESIGN
PRODUCT
14ANUEACTURER
MODEL C
APPROVAL
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
PRESSURES
.i
TYPE
(WORSE
CASE)
WINDOW
-57.5
+60 /- 61.7
INFORMATION
NOA #
NON-
#12 WOOD SCREWS W[TH I W"
NOT AVAILABLE
040318.10
IMPAC
EMBEDMENT AT EACH HOLE
DOOR
-57.5
+/- 76
MASONITE
WOOD -EDGE
FL# 450H.1
N/A
# 10 WOOD SCREWS W/ I Vz" MIN.
INTERNATIONAL
STEEL DOOR
EMBEDMENT@14".O.C.
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FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED
ENTIRELY UPON TEST I DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IN PLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
FOUNDATION WEEP SCREED
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1. DESIGN CODE: Florida ._LLi�+OCAII +At code 2010 Edition w/20 supplements using ASCE 7-10
2. Structure Design is: Enckised _ Partially Enclosed _ Open Building
3. Risk category: _ _I _IL III _IV Exposure Category: _)LB _C _ D
4. Design Wind Velocity hil mph _ ASD _ LRFD End Zone Width 4� ft.
S. Mean Roof Height: (Z ft. Roof Pitch l2 Parapet _ ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3(Y MRH(Dom.))
Zone 1: Zone 2: -� Zone 3: L / , Zone 4 - 4 ),S Zone 5: - % Garage:
7. Design Loads: Floor. �,�Iry'r'PSF Roof/Dead:&/LrPSF Roof /lSF Balcony: `PSF
Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
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8. Were Shear Walls Considered for Structure? Yes Nt applicable 9. Is A Continuous Load Path provided? pp Explain Why Not:
10, Design Soil Bearing Pressure:20&pSF Yes —Not applicable Explain Why Not:
LL1L.iBOi _.. _....
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
WALL AND CEILING FINISMS SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMiON E-DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
FM SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOWANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 4$0.
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