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HomeMy WebLinkAbout137 Magnolia Park Trlcry D APR 2 8 2095 Y: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ o OJE-_' Job Address: 13'-1 YY Qa n oi c QYk r : 1 l Historic District: Yes No Parcel ID: I x — Description of Work: J ff--T&'=aWjMT"=j_— zZoning: i ocsv 0 Plan Review Contact Person: yVy m 9jr e'W •eK Title: erne A Phone: I Drl-144L 6-19 Fax: 46-1--1Q%E-mail: Property Owner Information V Name CYNA c' Phone: Laa Q— 1,;L n Street: 11,:7 0 A" nol lCklecrc _ Ttj Resident of property? City, State Zip: '50_m FL_ --3a-3-)3 Contractor Information Name n4 '!ft:6.t.5UjN VC161 A" / 6\661, X. brAt hone: I -b-)49,6 -5a4 :-)- Street: ,-( Fax: L --R6 " 5 City, State Zip:, n I`i f0b Fl_ Sagy State License No.: s Architect/Engineer Information Name: f I btu. Street: h(a. 1 . rt,t>g-C u c City, St, Zip: ©,-ct,lrr e_32 1(a _ Bonding Company: Address: Building Permit Square Footage: Phone: 3 ?(a-52-(-)0d Fax: E-mail: (Wb A- Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Gs 1 d JNo. of Stories: '__1 , No. of Dwelling Units: ` Flood Zone: Electrical New Service — No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 DACRON BODY STRAPS 4 CLEATS TTDACRON UPPER HEADER STRAPS TOP, MID, AND BOTTOM OF ALL PANELS / \ 4 CLEATS SPACED AS NOTED FASTENED PER MOUNTING DETAIL 2/A -I— (SEE DETAIL 2/A-1) LS STRAP QUANTITY AND SPACING UNIT LENGTH STRAP QUANTITY STRAP SPACING 8'-0" 5 DACRON BODY STRAPS STRAPS TO BE EVENLY SPACED, END STRAPS TO BE WITHIN 12" FROM END OF PANEL 101-0" 5 DACRON BODY STRAPS KzoKztoKdvvl, P - qh ((GCp) IGCpU),GCp1=0.18, MRH=30' UJ DACRON BODY STRAPS 3 - STRAPPING SPECS _I TIE DOWN CLEAT CAP 012 OR BETTER STAINLES STEEL SCREW TO FULLY PENETRATE ROOF SHEATHING TIE DOWN CLEAT BASE FOR DACRON STRAPPING SEALANT BELOW) I PILOT HOLE 4 SEALANT F DECK 4 COVERING F - tWF--LLI (rU> Zp LU o00(.)a ac a U U1 pzccIII =¢zIn a Y w LyCC bAd. wWmsL a S, 4. v~ip LL< gip . wCD M OwwouLL Epu.Fz W — OLIJW02Udwo z` CLi- n aUi uLl 1.11 l 1 F- - Z Q_ O p_ o W Q o W cn O ¢ ¢ ~0OnVU> C:1 a eU v 4 m X0OW0XWLL cx N R LUaU>W(}z C9. W a U) d 1,_ :E < U 9 1 v ooM Z F- 0 Zm Q Cr ) W_ rid r DESIGN NOTES: ' I I 1 0 2010 BUILDING CODE, ASCE 1-10 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: 140mph Vasil Y v(ULT)=140 MPH, EXPOSURE "C", CAT II: 1=1.0, Kd-0.85, Kzt=l.0, Kz=TABLE 6.5 qn = 0.00256 II Exposure C KzoKztoKdvvl, P - qh ((GCp) IGCpU),GCp1=0.18, MRH=30' UJ 0.18 Roof Live Load (psf) 10 STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE 26.61-34.3 STRENGTH OF 16001b.7 J . SCREWS SHALL BE 012 OR BETTER STAINLESS STEEL AND SHALL FULLY PENETRATE 1/2" MIN. CDX PLYWOOD SHEATHING OR 2X STRUCTURAL MEMBER AS NOTED WITHIN ANCHORING DETAILS. SCREWS TO BE HELD IN PLACE WITH SICAFLEX la CONSTRUCTION SEALANT APPLIED TO A I/8" PILOT HOLE PRIOR TO AND AFTER PLACEMENT OF THE FASTENER AS SHOWN HEREIN. THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 8/12 MAXIMUM PITCH. DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 140 MPH. THIS DETAIL J NOT VALID IN DADE COUNTY. GENERAL NOTES: I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE 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 STRUCTURAL ATTACHMENT OF BOTH ROOF MOUNTED SOLAR POOL AND DOMESTIC WATER HEATING PANELS. 3, WHEN USED FOR DOMESTIC WATER HEATING, PANELS MAY BE INSTALLED ONLY ON ROOFS WITH A SLOPE OF 2:12 (MIND TO 10:12 (MAX.) 4. PANEL ORIENTATION MUST COMPLY WITH 2010 FEC SECTION 403,4.3.2.3 5. SITE SPECIFIC ENGINEERING WILL BE REQUIRED FOR SYSTEMS INCORPORATING ROOF OR GROUND LEVEL MOUNTING RACKS. 6 CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE, INSTALLERS SHALL USE CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS THE ROOF SURFACE, NO WARRANTY, EXPRESSED OR IMPLIED IS OFFERED FOR THE INTEGRITY OF THE EXISTING STRUCTURE. 1, 1/2" MINIMUM EXTERIOR GRADE CDX PLYWOOD SHALL EXIST AS A CONNECTION SUBSTRATE. 8. NO CERTIFICATION IS OFFERED FOR PLUMBING, ELECTRICAL, OR MECHANICAL WORK, THIS IS A STRUCTURAL CERTIFICATION ONLY FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE. 9, DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. 10. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, et, al. INDEMNIFIES 4 SAVES HARMLESS THIS ENGINEER FOR ALL COST 4 DAMAGES INCLUDING LEGAL FEES 4 APPELATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, 4 CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 4 FEDERAL CODES 4 FROM DEVIATIONS OF THIS PLAN. 11. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION OR AFFIRMATIONS ARE INTENDED. 12, SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: A. UP TO 140 MPH WINDS v(ULT). B. EXPOSURE "G" C. ROOF HEIGHT NOT TO EXCEED 30' ABOVE GRADE. IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED). 13, THIS DOCUMENT MAY NOT BE MASTER FILED. / 14. THIS ENGINEERING EXPIRES ON 7 -2 - Zoi ( OR UNTIL SUPERSEDED BY NEW CODE, WHICHEVER COMES FIRST. COPYRIGHT © 2012 MOLYET ENGINEERING 1- SOLAR PANEL ROOF MOUNTING PLAN NTS 1 2 - CLEAT ANCHORING DETAIL NTS I GENERAL NOTES This installation has been designed to comply with Chapter 16 o/the 2010 Florida Building Code and ASCE 7 -10 - The Design Parameters am: Vult 140mph Vasil 108mph Risk Category II Exposure C GCp1 0.18 Roof Live Load (psf) 10 Components & Cladding 26.61-34.3 No Other Certifications Aro Stated or Implied Bryan A Molyp PE. Molyet Engin eri g LLC 1060 E. Ind stn Ste. W Orang, 01l FL 2763 Et,, Certifcato0 only00005855 Not Valij IM1 .ouf JjRalsedS,Jan SgnejqVua!nk April 06, 2012 DRAWN BY: T.S.B. 02:53 PM 11.2.4 SoftPlan Lite SHEET NO: Awl