HomeMy WebLinkAboutPLANS 2PSI APPROVAL 2014-04-24
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GENERAL NOTES:
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1.�LBUILO)tIGSFROXtOSO.�-TO72OSaFT.ARE�EfIPTFROMWL4�BORKE-DESRM&PACT
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STANDARD PER FLOY11DASTMUTES.
LAU-1011ILDINGS FROKI) SOL FT. To 400 SO. FT. FOR USEWITH ONEANDTWO FMLY
RESIDEucEsARE SXeArPrFRoxj DOOR HEIGHT REQUITEAUENTS PER FBC.
3.ALLC�ItAERCMLSUILDNGSASWFLLASKSIDENT�8tM�LIIW401SO-Fr.ORWEATER
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MUST COMPLY WITH THE V W DOOR HEIGHTAHD THE MIN -AND LMYROTH REQUIREMENTS.
4.AU. BUILDINGS 4W SO. FT. 09 LESS WITH 72- DOOR HEIGHT ARE ArCESSOMESTO
Agency Plan ft SSI-2220 PSI R1
Construction Type V-B
Occupancy Storage
Allowable floors I
Wind Velocity 180 mph Exp C
Floor Load Live - 75 psf
Floor Load Dead - 8 psf
Roof Load Live 20 pal
Roof Load Dead 5 psf
"R"RatIng of Floor, Wall, and Roof 0,0,0
RESMENTIALSTRUCTURES.
T&GPI'tX*d -5 ' THIS PLAN VAS DESIGNED PER THE F&CAND THE FSM
1. FASTENERS FOR ROOF AND WALLS SHAIL BE SCOTS@TAUGFUP METALTO WOOD FASTENERS
AND SHALL BE 945 X V OR EQUAL V& ITAINJ THREAD PEIIETRATMETYP4
-4 SITE BY OTHERS THROUGH LOCAL CQGSS�
7. GUTTERS TO BE VISTALLED 0,
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1 hereby certify that I have reviewed Illese plans along with all building materials and
-!��12-F",IWEyelxlf components used In the manufacturing of the sheds. 'The materials and Components either
have a Florida Product Approval as 1eqUired by the Florida Buildiing Corarnilsslon Rule(9N-3)
orwere analyzed using the %R Stress Design.Ail materials and components complywith the
2010 Florida Bulildlog, Code, the Florida Manblactured Building Act and Rules. and the 2011
SLOETML —7 N.E.C. for a Category 1: Enclosed Building, Exposere'O", with a wind velocity of 180 M.P-1-1.
(3 second gust) DESIG14 PRESSURE WINDLOADS' M-1
DESIGN CRITERIA FLOOR LIVE LOAD 75PSF
BUILOINOCATEGORY .1 FLOOR DEAD LOAD SPSF
SUILDINOTYPE ACCESSQRYWROCTURE ROCIFILIVELCAD 2DMF
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C04STRUCTIOUTYPE VS 19MMARYURECOEFFICIENT ".Is
�Cj� ��HEMA!GE�!RRA—NCHO—R EXPOSURE 0
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