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HomeMy WebLinkAbout294 Clydesdale Cir (2));cry 7SE I D 1 2015]� Application No: Z� � / / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ ',350 — Job Address: �1� 0n) •e 5Aq d 2 y- Historic District: Yes ❑ No ❑ ParcelID: Zoning: Description of Work: I nfAg11'• fol gX121566r Ule,4wc, \�bgp Mm -CA 11 bA ea_ -k- Qo61 . Plan Review Contact Person: Title: ermc Phone: L-w,1-L14L6_57!t Fax: Liu-7.(a`Llp-59.u5 E-mail: yy�Un00Ah�a'�� i-�17i Property Owner Information Name D IaACL- 'R(,5.2_.. Phone: c� qArl-'q --LO I Street: aRL4 Resident of property? City, State Zip: _<_Y��Iofj PL_ C � ' 2 Contractor Information Name Phone: lis a- 6cc (.t. -�c �-' Street: (,ola - &4GWq -ey- l AVY1rK tl Z e p V • Fax: `45q 45 City, State Zip: ©c6rdcb Ir—L 3 a -g I State License No.: C 6Ci_ % Architect/Engineer Information Name:a-� i1M6 Phone: �?(D-' c3 a-gOr� Street: lulet' Fax: City, St, Zip: �_►k4y -- 3�"�(e3 E-mail: �Y�,b�.(1. e`v 6 0-vVeD•�01rY� Bonding Company: Address: Building Permit 13 Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type:,50e, No. of Stories: 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 d CLEATS /T�DACRON UPPER HEADER STRAPS TOP, MID, AND BOTTOM OF ALL PANELS / \ d CLEATS SPACED AS SHOWN (SEE ANCHORING DETAIL 2/5001) / \ (SEE ANCHORING DETAIL 2/5001) 1- SOLAR PANEL ROOF MOUNTING PLAN ELS STRAP QUANTITY AND SPACING UNIT LENGTH, STRAP QUANTITY STRAP SPACING 5">ACRGN BODY STRAPS STRAPS TO BE EVENLY SPACED, —`-' 5 DACRC�N 30DY STRAPS END STRAPS TO BE WITHIN 12" FROM END OF PANEL --- 6 DACRC N BODY STRAPS 3 m STRAPPING PP--( S i— TIE DCWN" CLF,4T GAP '' a12 OR SETTER 5TAINLES STEEL SCREW TO ;=LILLY PENETRATE ROOF SHEATHING --Ti=- DOWN CLEAT FJA5E FOR DACR-IN STRAPPING (5EA11-AN"r BELOW) 3/16 PILOT HOLE a SEALANT ROOF D -C< d COVERING NT.!aiCLEAT A',,,..`,)R1 G DETAIL DESIGN NOTES: FLORIDA BUILDING CODE - 5th EDITION (2014), ASCE 1-10 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: v(ULT)=140 MPH, EXPOSURE "C', CAT II: I=1.0, Kd=0.85, Kzt^1.0, Kz=TABLE 6.5 qn = 0.00256 KzrKzt-Kd•vv-1, P = qh l(GCp)-(GCp1)),GCpl=+0.18, MRH=30' 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 PENETRATE 1/2" MIN. COX 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 1/8" PILOT HOLE PRIOR TO AND AFTER PLACEMENT OF THE FASTENER AS SHOWN HEREIN, THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 10:12 MAXIMUM PITCH, DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 140 MPH. THIS DETAIL 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 A$ STATED HEREIN, ALL LOCAL CODES SUPERSEDING THIS CODE 5HAL.L 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 (MIN,) TO 10:12 (MAX.) 4, PANEL ORIENTATION MUST COMPLY WITH FLORIDA BUILDING CODE- 5th EDITION (2014) ENERGY CONSERVATION SECTION R403,4.4,2,1 5, SITE SPFCIFIG ENGINEERING WILL. BE REQUIRED FOR SYSTEMS INCORPORATING ROOF 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 15 OFFERED FOR PLUMBING:, ELECTRICAL, OR MECHANICAL LL'ORK. 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 SLIGHI"LY. 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. ai. INDEMNIFIES d SAVES HARMLESS THIS ENGINEER FOR ALL. COST 4 DAMAGES INCLUDING LEGAL FEES t APPELATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, a CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 6 FEDERAL CODES t 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 "C" 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 WHEN SUPERSEDED BY NEW CODE, COPYRIGHT © 2015 MOLYET ENGINEERING NTS GENERAL NOTES 4= CY 0 O r4� LL L� u- C` LU u) Z z L- j5 W �c LI1 s D O ® z' LL 0CJ O C: ® 0 U_ u This installation has been designed to comply with the Florida 6u:lding Code - 51h Edition (2014) and ASCE 1-10, The Design Parameters arer vull 140ri vaed 108mph Risk Category II Exposure C GCp1 1-0.18 Roof Live Load (psf) 20 Components R Cladding *25.61-34.3 No Other Certifications Are Stated or Implied �l ( I r1 i \ i Bryan :. t .E. Molyet - line ring LLC 1060 E. duatrial Dr., Ste. W Orange, FL32/63 PE 40415V Certificate of Authority !!00009655 DATE: July 01, 2015 DRALUN BY: T,S,B, SHEET NO: SAft Aft uu u ra � o O p M 70 M DESIGN NOTES: FLORIDA BUILDING CODE - 5th EDITION (2014), ASCE 1-10 INSTALLATION VERIFIED TO THE FOLLOWING PARAMETERS: v(ULT)=140 MPH, EXPOSURE "C', CAT II: I=1.0, Kd=0.85, Kzt^1.0, Kz=TABLE 6.5 qn = 0.00256 KzrKzt-Kd•vv-1, P = qh l(GCp)-(GCp1)),GCpl=+0.18, MRH=30' 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 PENETRATE 1/2" MIN. COX 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 1/8" PILOT HOLE PRIOR TO AND AFTER PLACEMENT OF THE FASTENER AS SHOWN HEREIN, THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 10:12 MAXIMUM PITCH, DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 140 MPH. THIS DETAIL 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 A$ STATED HEREIN, ALL LOCAL CODES SUPERSEDING THIS CODE 5HAL.L 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 (MIN,) TO 10:12 (MAX.) 4, PANEL ORIENTATION MUST COMPLY WITH FLORIDA BUILDING CODE- 5th EDITION (2014) ENERGY CONSERVATION SECTION R403,4.4,2,1 5, SITE SPFCIFIG ENGINEERING WILL. BE REQUIRED FOR SYSTEMS INCORPORATING ROOF 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 15 OFFERED FOR PLUMBING:, ELECTRICAL, OR MECHANICAL LL'ORK. 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 SLIGHI"LY. 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. ai. INDEMNIFIES d SAVES HARMLESS THIS ENGINEER FOR ALL. COST 4 DAMAGES INCLUDING LEGAL FEES t APPELATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, a CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 6 FEDERAL CODES t 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 "C" 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 WHEN SUPERSEDED BY NEW CODE, COPYRIGHT © 2015 MOLYET ENGINEERING NTS GENERAL NOTES 4= CY 0 O r4� LL L� u- C` LU u) Z z L- j5 W �c LI1 s D O ® z' LL 0CJ O C: ® 0 U_ u This installation has been designed to comply with the Florida 6u:lding Code - 51h Edition (2014) and ASCE 1-10, The Design Parameters arer vull 140ri vaed 108mph Risk Category II Exposure C GCp1 1-0.18 Roof Live Load (psf) 20 Components R Cladding *25.61-34.3 No Other Certifications Are Stated or Implied �l ( I r1 i \ i Bryan :. t .E. Molyet - line ring LLC 1060 E. duatrial Dr., Ste. W Orange, FL32/63 PE 40415V Certificate of Authority !!00009655 DATE: July 01, 2015 DRALUN BY: T,S,B, SHEET NO: SAft Aft uu