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10-10556
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10-10556
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Last modified
2/2/2011 9:14:42 AM
Creation date
2/2/2011 9:14:40 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
10-10556
Building Department - Name
WATKINS,KURT & CARR IRMA
Address
5326 STASUMA DR
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3 <br /> 2001 BUILDING CODE WITH 2005 REVISIONS, A5CE 1 -02 INSTALLATION vERIFIED <br /> TO THE FOLLOWING PARAMETERS: •150 MPH, EXPOSURE "B" OR "C ", CAT II: 1.1.0, <br /> Kd.0.85, Kzt•I.0, Kz.TABLE 6.5 tin • 0.00256• Kz•Kzt•IcI••I, P • qh ((GCp)- (GCpU), <br /> GCpI.+0.18, MRH.30, NT ZONE 1 <br /> Di <br /> STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE • <br /> STRENGTH OF 16001b. <br /> SCREWS SHALL BE '12 OR BETTER STAINLESS STEEL AND SHALL FULLY C <br /> PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH SICAFLE ( <br /> la CONSTRUCTION SEALANT APPLIED TO A 1/8' PILOT HOLE PRIOR TO AND AI-I tK <br /> P <br /> CD <br /> LACEMENT OF THE FASTENER AS SHOWN HEREIN. <br /> THIS DETAIL vALID FOR 4 ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL <br /> 0 <br /> SITE SPECIFIC ENGINEERING REQUIRED BEYOND. END ZONE 2 . 4' <br /> DETAIL vALID FOR HYHZ ZONES UP TO AND INCLUDING 150 MPH. Ti-i8 DETAIL NOT z <br /> VALID IN DADE COUNTY. <br /> LL 0 Z <br /> O 0 <br /> co U <br /> O O U <br /> GENERAL NOTES: U <br /> Ct <br /> 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE <br /> WITH THE REQUIREMENTS OF THE BUILDING CODE AS STATED HEREIN. ALL LOCAL CODES <br /> SUPERSEDING THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN IN DESIGN <br /> AND MAY REQUIRE ADDITIONAL ENGINEERING. <br /> 2. ENGINEERING VALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING <br /> APPLICATIONS. \ <br /> I Certify That t Have Reviewed These <br /> 3. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (SHOWN) Plans And They Contain Td <br /> AND HORIZONTAL. <br /> Chapter 16 of the 2007 <br /> 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE Florida Building Code <br /> CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS With Zoos Revisions <br /> THE ROOF SURFACE. NO WARRANTY, EXPRESSED OR IMPLIED IS OFFERED FOR THE <br /> INTEGRITY OF THE EXISTING STRUCTURE. Design Criteria: <br /> Basic Wind Speed 150 mph <br /> 5. 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION Wind Importance Factor 1 <br /> SUBSTRATE. <br /> Building Category II <br /> 6. NO CERTIFICATION IS OFFERED FOR PLUMBING OR ELECTRICAL WORK. THIS IS A wind Exposure B <br /> STRUCTURAL CERTIFICATION ONLY FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE. <br /> Internal Pressure Coefficient r / 0.16 <br /> 1. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN Components &Cladding 1 <br /> CRITERIA. THEY MAT VARY SLIGHTLY. CONTRACTOR IS TO vERIFY ALL FIELD DIMENSIONS oeson Pmssure +35.3/ - 47.2 <br /> c <br /> PRIOR TO INSTALLATION. <br /> No Other s <br /> 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. Are Slated ormd' <br /> USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES 4 SAVES HARMLESS <br /> THIS ENGINEER FOR ALL COST t DAMAGES INCLUDING LEGAL FEES t APPEL4TE FEES Bryan En8noe P <br /> Mal em L <br /> RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION - 1o6� . • se In• soial •r. Stew <br /> PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, t FEDERAL o ✓}• ! . FL 7:• <br /> CODES t FROM DEVIATIONS OF THIS PLAN. PE - .• - 1 <br /> 5. EXCEPT AS EXPRESSLY PR0vIDED HEREIN, NO ADDITIONAL CERTIFICATION OR /Id 17( o <br /> AFFIRMATIONS ARE INTENDED. - <br /> !f V:r. , , a Raised - . <br /> 10. SYSTEM HA5 BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: al if ^m 8ue 1M <br /> A. UP TO 150 MPH WINDS (3 SECOND GUST). <br /> B. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE , <br /> C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (45 DEFINED IN THE DIAGRAM <br /> FBC 1609.60) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING SPECS 10 /A -I \ <br /> (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL DAB. <br /> BE REQUIRED)- ( March 13, 2009 <br /> DRAWN BY: <br /> 11. TI-415 DOCUMENT MAY BE MASTER FILED. <br /> T.9.91, <br /> 2. - n415 1H15 ENGINEERING EXPIRES ON 11— ( _/ ,yt — 24) 4) OR UNTIL SUPERSEDED BY 11:15 AM <br /> NEW CODE, WHICHEVER COMES FIRST. <br /> 11.2.4 <br /> SoFtPIar Lite <br /> COPYRIGHT © 2008 MOLYET ENGINEERING \\ <br /> 51-IEET NO: <br /> A - 1 <br /> GENERAL NOTES <br />
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