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DESIGN NOTES: 0 • 2001 BUILDING CODE WITu 2005 REVISIONS, ASCE 1 -05 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: v•150 MPH, EXPOSURE "B" OR "C ", CAT II: 1.1.0, Kd.O.55, Krt•I.0, Kz•TABLE 6.5 qn • 0.00256. Kz•Krt•KGI•••I, P • qh ((GCpXGCpl)), GCpI.+0 - .5, MR-i•30', INT ZONE 1 STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE 0 STRENGTH OF 1600Ib. SCREWS SHALL BE 0 12 OR BETTER STAINLESS STEEL AND SHALL FULLY Ct PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING AND BE HELD N PLACE WITH SICAFLEX /' I1 le CONSTRUCTION SEALANT APPLIED T /5" H 0 O A I PILOT HOLE PRIOR TO AND AFTER PLACEMENT OF TFIE FASTENER AS SHOWN HEREIN. THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 5/12 MAXIMUM PITCH. ADDITIONAL 0 SITE SPECIFIC ENGINEERING REQUIRED BEYOND. END ZONE 2 . 4' DETAIL vALID FOR 14v14/ ZONES UP TO AND INCLUDING 150 MPH. THI5 DETAIL NOT Z . vALID IN DADE COUNTY. LL o z 0 CC U O O c a GENERAL NOTES: LL U J I. THIS SYSTEM 1443 BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AS STATED 1- 1EREIN- ALL LOCAL CODES SUPERSEDING THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN IN DESIGN AND MAY REQUIRE ADDITIONAL ENGINEERING. 2. ENG INw - LING vALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING / // ----- \N APPLICATIONS. - : !Ca Theft Have Reviewed Thane Plans And They ConRxm To: 3. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (SHOWN) AND HORIZONTAL - Chaptertff of the 2001 Florida Busenh Coda 4. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE WM 2009 Revlelons CAUTION WHEN INSTALLING 1145 PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS THE ROOF SURFACE. NO WARRANTY, EXPRESSED OR IMPLIED 5 OFFERED FOR THE Design onto. INTEGRITY" OF THE EXISTING STRUCTURE. Basic Wi d Speer 150 mph 5. I/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION Wind importance Factor t SUBSTRATE BWbkgCale9ory 0 6. NO CERTIFICATION IB OFFERED FOR PLUMBING OR ELECTRICAL WORK. 1I.118 IS A Wind &paaare B STRUCTURAL CERTIFICATION ONLY FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE Internal Pnae:se CoefBofeM N - 0.18 P e d Cladding Design 1. DIMENSIONS ARE 5HOWN TO ILLUSTRATE DESIGN FORCES AND OTHER Components DESIGN Co mponents d r35.0447.2 CRITERIA. THEY MAY VARY SLIGHTLY. CONTRACTOR 15 TO VERIFY ALL FIELD DIMENSIONS / PRIOR TO INSTALLATION. No rCertbe°dbae Are Meted orOpted 8. ENGINEER SEAL AFFIXED HERETO vALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF 114I5 SPECIFICATION BY CONTRACTOR, et. I. INDEMNIFIES 1 SAVES HARMLESS , s(P . E LL./ I THIS ENGINEER FOR ALL COST t DAMAGES INCLUDING LEGAL FEES t APPELATE FEES / 1000E.1 at Dr., `q RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, t CONSTRUCTION ;, R r f PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 4 FEDERAL PE #04 . d , • / p00009955 CODES 4 FROM DEVIATIONS OF 71445 PLAN. 5. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR s. AFFIRMATIONS ARE INTENDED. Jr . � J 10. SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS 50 = A. UP TO 0 MPH WINDS (3 SECOND GUST). ' 8. ROOF HEIGHT NOT TO EXCEED 35' ABOVE GRADE C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (AS DEFINED IN 145 DIAGRAM F8C 1605.6C) ADDITIONAL STRAPPING IS REQUIRED (SEE STRAPPING AB, PPING SPECS 10/A-1 \ (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL - AprIl 21, 2009 BY: BE REQUIRED). T.S,S, 12. THIS ENGINEERING EXPIRES ON 11. THIS DOCUMENT MAY BE MASTER FILED-- - - - V a 014 1 0 OR UNTIL SUPERSEDED BY 12 :IS PM 11.2.4 NEW CODE, WHICHEVER 001155 FIRST. 1 SOftPlan Lite - COPYRIGHT i© 2005 N0LTET ENGINEERING \ SHEET NO: A -1 , \\..,. GENERAL NOTES