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Home My WebLink About260 Magnolia Park TrlCt'I'Y OF SANFORD I'. ACNIIT APPLICATION Permitil: /7 _C�+ D_ Date: : Job Address:' K�- Description of Work: _ .t� C �'�\ G_ �? \�_ ^�� 5 Total Square Footage historic District: _ Zoning: Value of_— Permit "hype: Building Electrical _ ._ Mechanical I'lurttbiug ___ Fire Sprinkler/Alam -__ foul Electrical: New Service - # of AMPS _ _ _ Addition/Alteration Change of Scrvicc _ Temporary Pole Mechanical: Residential _ Non-Kesidcutial Replacement New (Duct Layout &. Energy (-alc. Required) Ilumbing/ New Commercial: ti of -Fixtures . # of Water & Sewer Line:;____,___ /1 of Gas bines _..... -- Plumbing/New Residential: # of Water Closets I'lumbitig Repair - Itesidcutial or Cotilt tercial Occupancy Type: Residential _ Commercial _ Industrial Construction Type: _ \ - tl of Stories: # of Dwelling Units: , Flood "Gone. __-•___ (FEMA torut required) . u ,amu n��r��w u u ��rrnu u Owners Name & Address:,�q ( .t -c �� U __•_�+c�, C�-_a ••1,,..� _l�c�-•rte_ l'houc: 'i, <_v.�—�.. '� "" zz Contractor Name & Address: .:,;-" ( -\t- (ate License Number: Q - Phone & Fax: )`� � -* l_ C�_- Contact Verson: IV � �I'ituuc: Building Company: Address: Mortgage Louder: Address: _ _ --.•----.•-- _ Architect/Emgincer:C� - __ �� - `s _- - Phone: Address: �-� . s��:c5-� 5, a C�.` .��`��. ax: _ _—�� _ -- e)�'�-�� Application is hereby made to obtain a permit to do the work <md installations !u indicated. l cerlily that uo work ur insktllaliwi has cumuueuced prim to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdictiun, (and stand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEAI•EICS, TANKS, and AIR CONDITIONERS, etc, OWNER'S AFFIDAVIT: I cettify that all of the foregoing information is accurate and that all work will be done in connpli<uce with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING •TWICE FOIL IMPROVEMENTS'I O YOUR t'KOPE[<rY. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITH YOUR LENDER Olt AN ATTORNEY BEFORE ICECORD(NG YOUR NOTICE OI: COMMENCEMENT. NOTICE: lit addition to the requirements of this pertuit, there may, be additional restrictions applicable to (his property that may be found in the public records of this county, and there may be additional permits required Crout other governmental entities such as water ui utagement districts, state agencies, or federal agcacies. Acceptance of permit is verification that I will notify (tic owner of (fie property of the requi enter ,r)f Florida Licu Law, 13 Signature of Owncr/Agent Date Signature of Coutiactor/Agent Date Print Owner/Agent's Name Signature Of Notaty-State of Florida Date Owticr/Agent is Pcisonally Known to Me or Produced 1D APPROVALS: ZONING: tJ1'11.: Special Conditions: Rev 03/2006 FD: (' nt r triUo gent's Nanie u Siguat f Notary State of Florida Date 0'�,�« DEf3131E B MY COMM1381()N # DDOt� 'T4J1 ENG: d v 1-1 BLDG:___. DACRON BODY STRAP AND CONNECTION TOP, AND BOTTOM OF ALL PANELS FASTENED WITH A6" - 9Y' w -I - 1/2" THRUBOLTATO ALUMN; 'ING ROOF SLOPE SYSTEM HAS BEEN DESIGNED W'TH THE FOLLOWING LIMIATATIONS: A. UP TO 140 MPH WINDS !3 5E6(pFID GUST). B. ROCF HEIGHT NOT TO EXCEEF) 35' 4130YE SPADE. C. IF ANY PORTION OF TGIF SOLAR PANEL LIES IN ZONE 2 (AS DEFINED IN THE FIGURE F15C 1609,66) ADDITIONAL STRAF'PINCa 15.REQUIPED _ BEL STRAPPING SPECS CIA -1. l- ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED) STRAP OUANTITY AND SPACING ZQNE 1,, . UNIT LENGTH STRAP QUANTITY STRAP SPADING _. DE6IGN NOTE$: 2004 oo02NP"pRKtY.dRvEING CODE, ABS'OR"t3'.CAAL�ATRIOONK� p5f��oIRH30THE O, BL.E6.ELLOWING PgRAh1ETERS: 3 DAC'RON 80p1' STRAPS STRAPS TO BE EVENLY SPACED. END STRAPS TO BE WITHIN 12" FROM END OF PANEL 10'•0" 3 DACRON BODY STRAPS I2.311— 4 DACRON BODY STRAPS ZONE 2 UNIT, LENGTH STRAP QUANTITY STRAP SPACING (1) 2xl ALUMINUM CHANNEL PLUS 3 DACRON BODY STRAPS STRAPS TO BE EVENLY SPACED, END STRAPS TO BE WITHIN 12" FROM END OF PANEL.'ALUMINUM CHANNEL END STRAP LOCATED IN 'ONE' to O" (U 7xl ALUMINUM CHANNEL PLUS 3 DACRON BODY STRAPS 17•-0" - (1) 2xl ALUMINUM CHANNEL PLUS -0 UACRON BOD'T' STRAPS 6 STRAPPING -SPECS VALID IN DADE COUNITI 8'.10'. 12' TALL x'4' W. SOLAR PANELS —. i i BRACKET CAP END STRAP � d Y kU4P' �" ljj j% ROOF SHEATHING 412 OR BETTER 6TAINLE3 STEEL SCREW \H V.10 Q e4 TO FULLY PENETRATE ROOF SHEATHING '0 -,q-, � 3/B' x9" MIN. SS LAG. , - ¢-? oma- BOLT Q'MIN. PEN. TO GrENERAL NOTES: 2"x4" MIN. WOOD TFU55 WOOD TRUSS) /G �Q OR ESLOCKING f, P MOUNTING BRACKET BASE I. THIS SYSTEM HAS, BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH DF E RECUIRE'lENTS OF, THE BUILDING CODE AS STATED HEREIN. ALL LOCAL COCUE3 W I 9UFER5EDING THIS CODE $HALL BE CONSIDERED BY THE CONTRACTOR IN IN 09$IGN MID STRAP(S), _ I AND NAi REQUIRE ADDITIONAL ENGINEERING. 3/16 PILOT HOLE E 51CAFLEX SEALANT 2. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS 2 - CONNECTION DETAIL NTS THE ROOF SURFACE, NO WARRANTY, EXPP.E95ED OR IMPLIED 15 OFFERED FOR THIS I*1TE, RTi, OF THE 609TING STRUCTURE, END STRA 3. 1/2' MINIMUM EXTERIOR 3RADE CDX PLfWOOD SHALL EXIST'A5 A CONNECTION SUBSTRATE. BrrE •1. NO CERTIFICATION. 19 CFFEPED FOR PLUMBING Oi- ELECTRICAL WORK, THIS 15 A 1 -IJ STRU_TLIRAL CERTIPICA'ICN OHI -1' FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE. HOUSE ROOF + COVERING 5.DIM6l5ION9 ARE, 50oWN TO ILLU5TP?ATE DESIGN FORCES AND OTHER DESIGN ~ (MAY VARY - ASPHALT, TILE, OTHER) CRITERIA. THEY MAI' VAR'," $LIGHTLY. CONTRACTOR. 15 TO YEF'IFY ALL FIELD Dlrl- 1CN5 -RIOFL TO INSTALLATION. 6. ENGINEER SEAL AFFIXED HERETO. VALIDATES STRUCTURAL DESIGN AS 5HCWN ONLY. USE OF THIS SPEC IF!CATION BY CONTRACTOR, at, ill. INDEMNIFIE5 + SAVES HARI-ILE55 THIS ENSINEER FOP ALL COST t DAMAGES INCLUDING LEGAL FEES + APPELATE FEES _-_ —- � - RESULTING FROM MATERIAL FABRICATION. ,A'ION. SYSTEhERECTION, cONSTPUC TION PRACTICES 15E OND THAT WFIIGN 19 CALLED FOR BY LOCAL, STATE, !FEDERAL r_ODES t F110M DEVIATIONS OF TI -119 FLAN, 1. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION C'R AFFIRMA-TIO N3 ARE NTENDED. 8. 5"S EM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: A, UP TC 140 MPH WINDS (3 SECCND GUST). _ B. ROOF HEIGHT NOT; TO EXCEED 35 ABOVE GRADE. DATA: C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (A5 DEFINED IN THE DIAGRAM PCOL PUMP FBC ib05.6G) ADDITIONAL 5TRAFRING 15 REQUIRED (SEE 5TRAPPING SPECS 6/A-1 June 29, 2006 AND EQUIP. DRAWN BY: (IF AN' OF THE ABOVE LIN)T,ATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REOU'RED). T.S,E 13. MAI' BE MASTEIR FILED" 12:51 PM / d: 7 11.2.4 h.'Tuls ENGINEERING EXPIRE50 1 N ( OR UNTIL SUPERSEDED BY SoFtPlan Lite r , NEW CCDE, WHICHEVER COMES FIRST, SHEET NO: I Awl 3 - SOLAR PANEL ROOF MOUNT °� O PLAN (FLUSH) NTS 1 ® Mnl INTiNr nFTAii /PI 1 ICI-, NMI INI-T)i 1192 ("PniPPoi KinTPQ / U DE6IGN NOTE$: 2004 oo02NP"pRKtY.dRvEING CODE, ABS'OR"t3'.CAAL�ATRIOONK� p5f��oIRH30THE O, BL.E6.ELLOWING PgRAh1ETERS: 5 - SOLAR PANEL ROOF MOUN_a � G PLAN (ELEVATED) NTS 4 - SOLAR PANEL SECTION (ELEVATED) NTS a o� STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE 1'x2°xv8'I INSTALLATION INSTRUCTIONS STRENGTH of I6coIL). I�j ALUMINUM "U' C',ANNEL a h MARK HOLES A5 ..HCWN ON PLAN SCREWS SHALL BE "12 OR BETTER STAINLESS STEEL AND SHALL FULL -r a n CJ r� W PENETRATE U2' MIN. GDX PLYWOOD WOOD 9HEATFI(IIG AND BE NEL.D N PLACE WITH SICAFLF)> i II �( 2"x2°x2'xl/8 ALUM. / . -..-" a. D.. LL I!_i PLOT H_,__' :�.___ RI I CIE "-" m ip. :"l�ix+.;_a �' ,�..,, _..r� .::a .� F'1i:0-f Hc)LE P(":IORTO ,A,ND AFTER � . "0F ANGLE CLIP AFFLY ADHESIVE IN PILOT' PLACEMENT THE FA5TENER AS SI"IOWtI HEREIN, SCD m HC(_E AND OVER FASTENER 3. APPLY SIGAFLEx ADEHESIYE IN AND ABOYE HOLE, TC WATERPROOF I!ACU PANEL SHALL HAVE A MINIMUM OF (5) MOUNTING POINTS WITH AN ADDITIONAL 1/2" 55 THRUBOLT 4. SECURE BASE •12 OR BETTER. 55 SCREW (5) ON ONE END OF Tl4E ARRA"t'. A FOUR PANEL SYSTEM WILL HAVE 25 MOUNTS. DACRON BOpY� STPTOM 4 CONNECTION TOP, MID, AND BOTTOM OF ALL PANELS FASTENED PER MOUNTING,DETAIL I/A-I CENTERED TYP. I FFF ROOF SHINGLE/TILE , 5. INSTALL BODY STRAP AND SECURE CAP. REFER TO MANUFACTURER. INSTALLATION INFORMATION FOR i THIS DETAIL VALID FOR A ROOF SLOPE FROM FLAT TO 5/12 MAXIMUM PITCH. ADDITIONAL 917E SPECIFIC ENGINEERING REQUIRED BEYOND, END ZONE 2 - 4' MORE DETAILED INSTALLATION DES'-RIPTION DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 140 MPH, `THIS DETAIL NOT VALID IN DADE COUNITI 8'.10'. 12' TALL x'4' W. SOLAR PANELS —. i i BRACKET CAP END STRAP � d Y kU4P' �" ljj j% ROOF SHEATHING 412 OR BETTER 6TAINLE3 STEEL SCREW \H V.10 Q e4 TO FULLY PENETRATE ROOF SHEATHING '0 -,q-, � 3/B' x9" MIN. SS LAG. , - ¢-? oma- BOLT Q'MIN. PEN. TO GrENERAL NOTES: 2"x4" MIN. WOOD TFU55 WOOD TRUSS) /G �Q OR ESLOCKING f, P MOUNTING BRACKET BASE I. THIS SYSTEM HAS, BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH DF E RECUIRE'lENTS OF, THE BUILDING CODE AS STATED HEREIN. ALL LOCAL COCUE3 W I 9UFER5EDING THIS CODE $HALL BE CONSIDERED BY THE CONTRACTOR IN IN 09$IGN MID STRAP(S), _ I AND NAi REQUIRE ADDITIONAL ENGINEERING. 3/16 PILOT HOLE E 51CAFLEX SEALANT 2. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE. INSTALLERS SHALL USE CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS 2 - CONNECTION DETAIL NTS THE ROOF SURFACE, NO WARRANTY, EXPP.E95ED OR IMPLIED 15 OFFERED FOR THIS I*1TE, RTi, OF THE 609TING STRUCTURE, END STRA 3. 1/2' MINIMUM EXTERIOR 3RADE CDX PLfWOOD SHALL EXIST'A5 A CONNECTION SUBSTRATE. BrrE •1. NO CERTIFICATION. 19 CFFEPED FOR PLUMBING Oi- ELECTRICAL WORK, THIS 15 A 1 -IJ STRU_TLIRAL CERTIPICA'ICN OHI -1' FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE. HOUSE ROOF + COVERING 5.DIM6l5ION9 ARE, 50oWN TO ILLU5TP?ATE DESIGN FORCES AND OTHER DESIGN ~ (MAY VARY - ASPHALT, TILE, OTHER) CRITERIA. THEY MAI' VAR'," $LIGHTLY. CONTRACTOR. 15 TO YEF'IFY ALL FIELD Dlrl- 1CN5 -RIOFL TO INSTALLATION. 6. ENGINEER SEAL AFFIXED HERETO. VALIDATES STRUCTURAL DESIGN AS 5HCWN ONLY. USE OF THIS SPEC IF!CATION BY CONTRACTOR, at, ill. INDEMNIFIE5 + SAVES HARI-ILE55 THIS ENSINEER FOP ALL COST t DAMAGES INCLUDING LEGAL FEES + APPELATE FEES _-_ —- � - RESULTING FROM MATERIAL FABRICATION. ,A'ION. SYSTEhERECTION, cONSTPUC TION PRACTICES 15E OND THAT WFIIGN 19 CALLED FOR BY LOCAL, STATE, !FEDERAL r_ODES t F110M DEVIATIONS OF TI -119 FLAN, 1. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION C'R AFFIRMA-TIO N3 ARE NTENDED. 8. 5"S EM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: A, UP TC 140 MPH WINDS (3 SECCND GUST). _ B. ROOF HEIGHT NOT; TO EXCEED 35 ABOVE GRADE. DATA: C. IF ANY PORTION OF SOLAR PANEL LIES IN ZONE 2 (A5 DEFINED IN THE DIAGRAM PCOL PUMP FBC ib05.6G) ADDITIONAL 5TRAFRING 15 REQUIRED (SEE 5TRAPPING SPECS 6/A-1 June 29, 2006 AND EQUIP. DRAWN BY: (IF AN' OF THE ABOVE LIN)T,ATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REOU'RED). T.S,E 13. MAI' BE MASTEIR FILED" 12:51 PM / d: 7 11.2.4 h.'Tuls ENGINEERING EXPIRE50 1 N ( OR UNTIL SUPERSEDED BY SoFtPlan Lite r , NEW CCDE, WHICHEVER COMES FIRST, SHEET NO: I Awl 3 - SOLAR PANEL ROOF MOUNT °� O PLAN (FLUSH) NTS 1 ® Mnl INTiNr nFTAii /PI 1 ICI-, NMI INI-T)i 1192 ("PniPPoi KinTPQ / �r z wa m J z 0cl aI o w= C.) z 4 UI Cl (] W r_LU , vii m LU0to FV WU�: r U) pzE m Ul rn WSW lrW 2 W Z W to �O� U VT)WFW- O W z UU i= W uui ❑WFn WOD (C CL LLI (0 UO ELLU Ui LU ZUWU)IO a¢z or,<0 0.(nmz— �'h z_CL0 .¢JW(D z0z �2Z4j20(E5 w4gFq ¢�9Z�o q?