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Home My WebLink About2415 Hartwell Ave 15-2567A Q AUG 12 2015 �. 1 KI \moi M', �,I579 Documented Job Address: -/ Parcel ID: A► C - 1 Type of Work: New ❑ Addition ❑ Alteration ❑ Description of Work: e_X 15 Plan Review Contact Person: F2Y' iii t'1 Phone: ��0 )� 2- 2 77 ZFax:� �Prope Name I V1'E I IC1W;,LZ, Street: 2 15 City, State Zip: Name !P Street: City, State!,Zip: Name: Street: City, St, Zip: I Bonding Company: 0 Address: l� P / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ion No• /s' c�s1 iod'Value: $ 0 0o' Historic District: Yes ❑ No Ef Residential✓❑/Commercial ❑ Demo ❑AAChange of Use ❑ Move❑ .�h_ /- ,�, - -- Title: Email: S:e41sCe_D �1-N-11 Information Phone: �r '1�(-3-21 _ Resident of property? : %'z Information Architect/Engineer Phone; v� Fax: _ E-mail Mortgage Lei Address: WARNING TO OWNERIYOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL.' WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. J FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5 1 Edition (2014) Florida Building Code d Revised: June 30, 2015 Permit Application } APPLICABLE CODES 2014 FLORIDA BUILDING CODE(S) 2014 FLORIDA BUILDING CODE EXISTING BUILDINGS ALTERATION- LEVEL 2 2010 FLORIDA FIRE PREVENTION CODE 2011 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL CITY ORDINANCES WIND DESIGN CRITERIA FBC 2014 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY IT GCPi +/-0.18 EXPOSURE B P+ 30 PSF P— 40 PSF 2415 HARTWELL AVE SANFORD, FLORIDA, 32771 FOR MELKEVA MOLAN (407) 221-3772 SCOPE OF THE WORK: RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER i DATE REPAIR THE EXISTING SHED TO BRING IT INTO CODE COMPLIANCE TO RESOLVE A CITATION INDEX TO DRAWINGS I COVER AND DATA 2 SITE & DEMOLITION PLANS 3 FLOOR PLAN 4 CROSS SECTION 5 DETAILS AREA: 122.7 SFT SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 0,,OING #1 5 - 2 567 I ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL. RR.COM 7/1/2015 130'-0" 1 N SITE PLAN SCALE 1" - 10' pING m ��o10 s- X15 2567 2 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZOCFL. RR. COM 7/i/2015 ADD IX4 TRIM TO ALL CORNERS 2X6 JOISTS @ 24" EXISTING 8X8X16 CM INDICATES ADD 8X8X16 CM PLYWOOD SHELVES W 2X4 FRAMING ADD A LAG TO EVERY FLOOR JOIST END SEE DETAIL 2/5 DUCKBILL ANCHOR WITH CABLE CONNECTION SEE DETAIL 1/5 TYP OF 4 ADD SIMPSON METAL X BRACING SEE CROSS SECTION FLOOR PLAN 1 FRAMING SCALE 1/2" = 1'-0" SIMPSON U26 HANGARS 2X6PT RAMP SUPPORTS PLYWOOD RAMP SEE DETAIL 3/5 4X8XI6 CMU FLUSH W GRADE ADD IX6PT CLOSURE TRIM ALL AROUND ---i TRIM AROUND RAFTERS ROOF FRAMING SCALE 1/2" = I'-0" #15-2561 3 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 2X4 @ 24" OC - - - - - - - - - - - - - - - - - - f ADD 2X4 VERTICAL HEADER OVER DOOR ROOF FRAMING SCALE 1/2" = I'-0" #15-2561 3 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 MODIFIED BITUMEN ROOFING EXISTING .'.'.'.'.'.'.'.'.'.'.'.'..........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ADDED IX ......................................................................................... CLOSER ..................... ................................................................... ........ ............. ........................... ........ ......... .1 ARDIPLANK ........ ..............-- MARDIP� ANt{ • • • • • � 1 ARDIPLANK............... �i AARDIBOARD.'.'.'.'.' ....................................................................................................... ........ ...................................................................................................... ............... ...................................I.............................. .............................. ........ ......................................................................................... ................... ...I.... ....................................................................................................... .....I.............. ........ ....................................................................................................... ................... .1...... ................................................................................................... ........ .... .. .. .. ........... ... ............... REAR LEFT RIGHT I FRONT ' I I ADDED CMU I I I I UNDER SHED I I ELEVATIONS I ' I ADDED DUCKBILL SCALE 1/8" = V-0" ANCHORS SELF ADHERING 7/16 OSB SHEATHING/ ---MODIFIED BITUMAN ADD IX6PT CLOSER STRIP ALUM EDGE FLASHING LZ ROOFING OTCH AS REQUIRED AROUND RAFTERS RSP4 H8 U26 CONNECTORS F 5/8" PLYWOOD FLOOR ADD 8D NAILS TO PROVIDE I FASTNERS @ 10" OC 2 SIMPSON RSP4 EVERY STUD TO BOTTOM PLATE SECTION SCALE 1/2' = V-0" ADD SIMPSON H8 AT EVERY RAFTER STUD INTERSECTION - INSTALL AN RSP4 AT ALL OTHER STUDS TO TOP PLATE ISTING 2X4 @ 24" OC EXISTING HARDI BOARD PANELS ADD 8D NAILS TO PROVIDE FASTNERS MAX 6" OC AT EDGES a 12" OC AT INTERMEDIATE SUPPORTS SIMPSON WB106 XBRACE ON 2 WALLS WITH 1-61) EACH STUD AND 2-16D EACH PLATE. ADD 1/4 X 4" WOOD SCREW 24" OC ADD HEADER - 2X4 ON EDGE OVER DOOR INSIDE OF HARDIBOARD SEE DETAIL 4/5 ADD 2X4S FLAT WHERE MISSING AROUND THE INSIDE OF THE DOOR X4 CORNER TRIM TYP THROUGH PLATE INTO JOIST plNG ALL 4 WALLS PA', -EXISTING 2X6 JOISTS @ 24" OC #15-2567 EXISTING 8X8X16 CMU 4 ADD 8X8X16 CMU UNDER SHED SO ALL ANDREW KUTZ JOISTS HAVE A ARCHITECT SUPPORT AT MIDPOINT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 DF GF M! 0I DUCKBILL ANCHORS 1/4 x 4 WOOD SCREW 24" OC :YE BOLT WITH HEAVY WASHER EACH SIDE ,E CLAMP /8" STAINLESS STEEL CABLE RAMP EXISTING N. EXISTING 2X6 JO kDD 1/4x4" WOOD SCREW ETWEEN ALL STUDS 'HROUGH PLATE INTO LOOR JOISTS '2x4" LAG THROUGH IM BOARD INTO EVERY OIST END - DRILL EFORE INSERTING a0 WOOD IS NOT SPLIT Q TYPICAL JOIST END EXISTING WALL TOP PLATE NOTCH AND INSTALL NEW CRIPPLE STUD OVER MIDPOINT OF ENTRY DOOR ADD NEW 2X4 HEADEI NEW 16D NAIL EXISTIN EXISTIN DOO OPENINU (�) HEADER DETAI LS SCALE 1 1/2" = 1'-0" NAIL NAILS WOOD 6" FROM kND 8" OC � saF0RD ' w -2597 5 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL. RR. COM 7/1/2015 4 REPAIR EXISTING SHED, APPLICABLE CODES 2014 FLORIDA BUILDING CODE(S) 2014 FLORIDA BUILDING CODE EXISTING BUILDINGS ALTERATION- LEVEL 2 2010 FLORIDA FIRE PREVENTION CODE 2011 NATIONAL ELECTRIC CODE 2009 NFPA I AND NFPA 101 FLORIDA EDITION FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE LOCAL CITY ORDINANCES WIND DESIGN CRITERIA FBC 2014 REFERENCING ASCE 7-10 V 139 MPH RISK CATEGORY II GCPi +/-0.18 EXPOSURE B P+ 30 PSF P- 40 PSF 2415 HARTWELL AVE SANFORD, FLORIDA, 32771 FOR MELKEVA MOLAN (407) 221-3772 SCOPE OF THE WORK: SITE COPY �AEVIEWED FOR CODE COMPLIANCE PLANSEXAMINER _/ s' — DATE REPAIR THE EXISTING SHED TO BRING IT INTO CODE COMPLIANCE TO RESOLVE A CITATION INDEX TO DRAWINGS I COVER AND DATA 2 SITE & DEMOLITION PLANS 3 FLOOR PLAN 4 CROSS SECTION 5 DETAILS AREA: 122.7 SFT SANFORD BUILDING_ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND (SOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #15-2557 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 2'-2 130'-0" 1 N SITE PLAN SCALE I" - 10' o #15-2567 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL. RR. COM 7/1/2015 ADD A LAG TO EVERY FLOOR JOIST END SEE DETAIL 2/5 a ADD IX4 TRIM TO ALL CORNERS 2X6 JOISTS @ 24" OC ' EXISTING 8X8X16 CM INDICATES ADD 8X8X16 CM i PLYWOOD SHELVES W 2X4 FRAMING � I I I I II II II II II II II it 1 11 II II II II II II I { II II II 11 11 II II II II I I I I I I I 1I II II G DUCKBILL ANCHOR WITH CABLE CONNECTION SEE DETAIL 1/5 TYP OF 4 ADD SIMPSON ADD IX6PT CLOSURE METAL X BRACING TRIM ALL AROUND ---I SEE CROSS SECTION TRIM AROUND RAFTER FLOOR PLAN / FRAMING SCALE 1/2" = I'-0" 2X4 @ 24" OC I ADD 2X4 I I I I I I I I I I I 1 VERTICAL HEADER OVER DOOR I SIMPSON U26 HANGARS 2X6PT RAMP SUPPORTS PLYWOOD RAMP SEE DETAIL 3/5 4X8X16 CMU FLUSH W GRADE ROOF FRAMING SCALE 1/2" = V-0" gUiLp�� S,q��U4'D 0 �Y25.67 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 MODIFIED BITUMEN ROOFING EXISTING ..................... .................. ....... ....... . . . . . . . . . . . . . . . . . . . ADDED IX .......................................................................................... CLOSER ....... ..... ............................ ...........I ...... ....................................................... ................... ....... ....................................... . ..................................................... ........ ........ ..... .. 1 ARDIPLANK ........ ... I ......... - rMARDIPLANK.'..'.'.'.'.'.'.'...........----+iARDIPLANK...............----HARDIBOARD.'.' ' .... ....................................................................... ........ ....................................................................I.............................. ....... ........................................................................................I.............. .................... ..I..... ................................................................................................... ................... ........ .................................................................................................... ........ ....................................................................................................... ................... ........ ........................................................................................................... ................... ....... .......................................,....................................................,. . ............ ❑❑ 001 1001❑❑ tool loor❑❑ I 1 11 1❑❑ _-- REAR LEFT RIGHT I FRONT j I I ADDED CMU I I I I UNDER SHED I I ELEVATIONS I ` I I ADDED DUCKBILL I SCALE 1/8' = V-0' ANCHORS SELF ADHERING 7/16 OSB SHEATHING ODIFIED BITUMAN ADD IX6PT CLOSER STRIP ALUM EDGE FLASHING ROOFING _,,-NOTCH AS REQUIRED AROUND RAFTERS 2X4 RAFTERS 24° OC 8 SP4 ADD SIMPSON H8 AT EVERY RAFTER STUD INTERSECTION - INSTALL AN RSP4 `- f AT ALL OTHER STUDS TO TOP PLATE 2X4 FAS Ell EXISTING 2X4 @ 24" OC 71430 '_ ,•,' EXISTING HARDI BOARD PANELS ADD 8D NAILS TO PROVIDE FASTNERS RSP4 H8 U26 MAX 6" OC AT EDGES & 12" OC AT INTERMEDIATE SUPPORTS CONNECTORS 5/8" PLYWOOD FLOOR ADD 8D NAILS TO PROVIDE FASTNERS @ 10" OC SIMPSON RSP4 EVERY STUD TO BOTTOM PLATE SECTION SCALE 1/2' = V-0' SIMPSON WB106 XBRACE ON 2 WALLS WITH 1-61) EACH STUD AND 2-16D EACH PLATE. ADD 1/4 X 4" WOOD SCREW 24" OC THROUGH PLATE INTO JOIST ALL 4 WALLS ISTING 2X6 JOISTS @ 24" OC (STING 8X8X16 CMU ADD 8X8X16 CMU UNDER SHED SO ALL JOISTS HAVE A SUPPORT AT MIDPOINT ADD HEADER - 2X4 ON EDGE OVER DOOR INSIDE OF HARDIBOARD SEE DETAIL 4/5 ADD 2X4S FLAT WHERE MISSING AROUND THE INSIDE OF THE DOOR CORNER TRIM TYP vU1LD�tiC o�A�RTr1�r # 257 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015 DF Gf Mi T DUCKBILL ANCHORS 1/4 x 4 WOOD SCREW 24" OC :YE BOLT WITH HEAVY WASHER EACH SIDE .E CLAMP /8" STAINLESS STEEL CABLE RAMP EXISTING N, EXISTING 2X6 JO 1/4x4" WOOD SCREW (WEEN ALL STUDS ` ROUGH PLATE INTO )OR JOISTS K4" LAG THROUGH I BOARD INTO EVERY ST END - DRILL =ORE INSERTING a� WOOD IS NOT SPLIT O TYPICAL JOIST END EXISTING WALL TOP PLATE NOTCH AND INSTALL NEW CRIPPLE STUD OVER MIDPOINT OF ENTRY DOOR ADD NEW 2x4 HEADEf NEW 16D NAZI EXISTIN EXISTIN DOO OPENINti DETAI LS SCALE 1 1/2" = 1'-0" O3 RAMP NAIL i NAILS G", -, WOOD 6"FROM SND 8" OC #15-256. 5 ANDREW KUTZ ARCHITECT AR0006491 (407) 415-6554 AKUTZ@CFL.RR.COM 7/1/2015