10-10592 - Laserfiche WebLink

Browse Search

2001 BUILDING CODE WITH 2005 REVISIONS, 450E 1-02 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: v.150 MPH, EXPOSURE "B" OR "C ", CAT II: 1.1.0, Kci.0.85, Kzt.1.0, Kz.TABLE 6.5 qn . 0.002564 Kz•Kzt•Kclv-vI, P . qh ((GCp)- (GCp1)), GCpI..0.I8, MR14.30', INT ZONE 1 ' STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE STRENGTH OF 16001b. SCREWS SHALL BE •12 OR BETTER STAINLESS STEEL AND SHALL FULLY Ct PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING AND BE HELD IN PLACE WITH SICAFLEX Ia CONSTRUCTION SEALANT APPLIED TO A I /8" PILOT 1-10LE PRIOR TO AND AFTER PLACEMENT OF THE FASTENER AS SHOWN HEREIN. TI DETAIL v4LID FOR A ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. ADDITIONAL 0 SITE SPECIFIC ENGINEERING REQUIRED BEYOND. END ZONE 2 . 4' DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 150 MPH. 1415 DETAIL NOT z VALID IN DADE COUNTY. CD O Z OC..) U GENERAL NOTES: O C U 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE J WITH THE REQUIREMENTS OF THE BUILDING CODE AS STATED HEREIN. ALL LOCAL CODES SUPERSEDING THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN IN DESIGN // AND MAY REQUIRE ADDITIONAL ENGINEERING. 2. ENGINEERING VALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING APPLICATIONS. \ lCa'a/y That lHave Reviewed These 3. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (5HOWN) o,r,, T Plans And They Conform To: AND HORIZONTAL. Chapter 18 of the 2007 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE Flanda Building Code CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS With 2009 Revisions THE ROOF SURFACE. NO WARRANTY, EXPRESSED OR IMPLIED 15 OFFERED FOR THE INTEGRITY OF THE EXISTING STRUCTURE. Design Criteria: Beale Wind Speed 150 mph 5. I/2 MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION SUBSTRATE Wind Importance Factor 1 Building Category II 6. NO CERTIFICATION IS OFFERED FOR PLUMBING OR ELECTRICAL WORK. T1-4I5 15 A STRUCTURAL CERTIFICATION ONLY FOR 4NCI -ORAGE TO THE EXISTING ROOF STRUCTURE. Wig Exposure B Internal Pressure Coefficient / reasure 4/- 0.18 1. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAT VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS Components riding Design Pssure .35.9/ -072 C PRIOR TO INSTALLATION. No Other =. e 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. Are Stated ar -mp' USE OF T1415 SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES t SAVES HARMLESS 11-415 ENGINEER FOR ALL COST 4 DAMAGES INCLUDING LEGAL FEES t APPELATE FEES Bryan A Mdyel P... Mol Engin:.. ., t RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION 108, . In• atrial .r. Ste. W PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 4 FEDERAL 0 - !, FL 7:< CODES 4 FROM DEVIATIONS OF THIS PLAN. PE "'1•" /' / 4/ /( 9. NS NT P Y ROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR , I _ AFFIRMATIONS ARE IONS ARE INTENDED. f.: a Raised 10. SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: / "/ " n �e 1n k A. UP TO 150 MPH WINDS (3 SECOND GUST). �/ B. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (45 DEFINED IN THE DIAGRAM FBC 1605.60) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING SPECS 10 /4 -1 (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL l DATE: BE REQUIRED). /March 13, 2009 II. THIS DOCUMENT MAY BE MASTER FILED. DRAWN BY: / (� la T.5.8. 12. 11415 ENGINEERING EXPIRES ON (/ ` ". � V - +; a OR UNTIL SUPERSEDED BY NEW CODE WHICHEVER COMES FIRST. 11. AM 11.22.. 4 COPYRIGHT © 2008 MOLYET ENGINEERING Sof'tPlan Lite \\ SHEET NO: A -1 , GENERAL NOTES