HomeMy WebLinkAboutBuilding PlansPRODUCT REVIEW
OPENING
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRODUCT
DESIGN
PRESSURES
(WORST CASE)
E
14645.2
N/A
#9-16 HEXHEAD WOODSREWWITRATIONG WASHER
ROOFING
ZONES-26
METALSALES
SVCRIMP
MIN. PERNTRATION
ZONE 2 -403/8"
ZONE 3 •60
ROOF
POLYSTICK TU
5259.1
SELF ADHERED
UNDERLAYMENT
ZONE1 -26
UNDERLAYMENT
PLUS
ZONE 2 -40
ZONE3 -60
PPROVAL FOR
USE OF PRODUCTS LISTED
FOR THIS STRUCTURE.
THE
ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
I L THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND A
ram.
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY P Z f"- E'-
THISOFFICEFORTHESEPRODUCTS. """"""'"'" .I "'•""""'""""""'""""""""'""'
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD .
NOTES:
19/32" COX PLYWOOD SHEATHING
25 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL -BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226.
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STRUCTURAL NOTES:
1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE, Scertification 9- LPLIHIRn Load Compliance
2, CONCRETE SLABS AND FOOTINGS TO BE 2500 P,S.I, MIN, 1, DESIGN CODE: Florida ji&�WFWP/AL. code 2017 Edition w/20, supplements using ASCE 7.10
2, Structure Desi n is: ___.� Enclosed —Z Partially Enclosed _„_ Open Building
3. REINFORCING STEEL SHALL BE GRADE 50 OR BETTER WITH 30"MIN. LAP,
8. Risk Category: I - II _ III _IV Exposure Category: —B -&C YD Adjustment coefficient i I 0
4. CONCRETE COVER OVER REINFORCING STEEL: Wind
i 4. Desgn nd Velocity d m �ASD _LRFD End Zone Width _Tft.
FOOTINGS 3" - `Dh . P
5, Mean Roof Height: eft. Roof Pitch: Z�:12 Parapet _ft.
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A e. Components &!Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst case)
MINIMUM OF 95"/o MODIFIED PROCTOR DENSITY,
Zone I;- to .4one 2:- 40 Zone 3:-40 Zone 4:- && Zone 5`3� Garage: N (f1
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES 7. Design Loads: (Floor: 0/4 PSF Roof/Dead: 115' PSF Roof/Llve`30 PSF Balcony: PSF
OF THE FLORIDA BUILDING CODE 201 7 EDITION PER WIND LOAD COMPLIANCE, Dock: _PSF Deck: PSF Stairs: PSF Fence; _T PSF Railing: _pSF
7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES 5, Were Shear W Its Considered for Strudure7 es _Not Applicable Explain OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. PP p n Why Not:
8, is a Continuous Load Path provided? y� Yes _Not applicable Explain Why Not:
8, FOR METHOD OF ATTACHMENT FOR ��',DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. 10. Minimum soil bt aring pressure 2000 P.S.F:
9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1,8.1 OF THE --'-- ' `-'"--------- - '
FLORIDA BUILDING CODE. ': -
NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z. '
MAX COATING OR BETTER.
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. L CIE CO
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BENCHMARK ENGINEERING
BOWDOIN G. HUTCHINSON P.E.
806 DELAWARE AVE.
FT. PIERCE, FLORIDA 34950
P.E. # 70878