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105 McKay Blvd 17-1272 (a) interior remodelMAY 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No- __ I �, � �- :� Documented Construction Value: $ t () 10 C)O, go — ,Job Address: As— I'le le;-, 4 vz", Historic .District: Yes [I No ;Ir Pat -eel ID: Residential EX Commercial 11 Type of Work: Ne1vF1 Addition 0 Alteration LX RepalrEl DemoEl Change of UseEl Move El Description of Work: R 4 c),- rok r,V-j F ­./v Plan Review Contact Person: Title. Co,-�-Fenc. 7-0p_ Phone: '20-�-2M-5,0sq Fax: naaiI, e_Lk A C&CV-0- C-1 f--(- (_,rJ40V A n 0 Lc)jvt Property Owner Information Name Phone: Street: AAILII',, Resident of property?: 'City, State Zip: 5,,y,,j Contractor Information Phone: Street: 7o z �— c"g, 144, 4 'S r°'r /07 i Fax. city'State zip: Zl 91- 12 State License No.: 1Architect/Engineer Information I Name: 1114 Pholle: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: L\1414 Address: WARNING TO OWNER: YOUR FAILURETO RE, COR.D A NOTICE OF COINIMENCENIE NT MAY I.MeSULT IN YOUR .PAY1NGTWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCEMENTMUST BE RECORDED AND POSTED ON 'fill JOB SITE BEFORETHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby niade. to obtain a peraliL to do the work and installations as indicated. I certify that no work or installation has commenccd prior to the issuance of a permit and that all work will be perfornwd to HIM Standards of all laws regulating COUStfUctiOn 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 comlitioners, etc. FLIC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 9111 Edition (2Ot4) Florida Building Code Revised: June 30,2U15 Permit Application 77 7:.': 7 4 IW - AM, IN` Jf ry di -7 7!' d a Ji 4' IS•f k, fh,�St, 4 1­� 07 1 TT N-5 M Y. 7ro% cz.1 t!t WF �Pn C6 M41 71 MOM. 7 ll it - -4 =NR5 13 WeTo MT rel il, 1 '14 ury lop 77$7 .guy., of -r wli V fz I � � - . :- , - . - - k .— .. T 1, _-' .1 -, •. I I - - , ��­ IT qy_L�)Jl -.,09 771 P.- Z.- 4- tjy Jil . WW4.x G, I r�D- 3 t'4 4n 7-, CD 4w F .� rm CU 1Y) 41 Or - CONTRACTOR: SCOPE OF WORK: I0) ff 'a 0 ,O)ILTA01W # 1 7 - 1 2 7 2 ING SRN DSD 00 PAR AO.00 a IS 2 a Live Loads Per FBG 8301 Table P3015 A. Attic -Without Storage = 10 PSF " B. Attic With Limited Storage = 20 PSF C. Habitable Attics And Attics Served With Flxed Stairs = 30 PSF D. Balconies And Decks (Exterior) = '40 PSF E. Fire Escapes = 40 PSF F. Guardrails And Handrails = 200 PSF G. Guardrails In—Fill Components = 50 PSF H, Passenger Vehicle Garages = 50 PSF I. Rooms Other Than Sleeping Rooms .=. 40 PSF J. Sleeping Rooms = 30 PSF -t Frit WM�ows�Crt.�2inJ To (Ne_gzi` F,00f 6hea thlnr Last, out foundation plan. 4. Extend slab I - %" at door openings. • .ZE�4.G � 'F,�,$rie'f fABL OL.0 Pf,L ... �fle`rVG�'ACTllev .CS J/'F�IF/G¢ f/r�N1- 010!J' 7P/hcig6- 1 _ - �,'.+'- • - ,PGCL41(� •,Fl7G, OOP:•£ riNi( _ �TiGNJ/6 L 57Vef•T.if'a'c17 A i j'aVP D G tl- IE' 5t OWP 00 FLm(Z FL4J4. -KTpAa'S7A44 1v/Na0W i 1 ' A ' "• -- �. ' C`.._r• a i2 jyf E F�) v G6ty 1F Jfs OP . T / ff /IV// // i7 !Y ,1 _S•o FF r 7 R 38 /n/1rc1Z_q 7-/ o Aj i P. C. , L. /A/ TG L-. Vz• err o, -F;; .3/41 111J, P1Jh Q` , 3IlgIt1"s.vGATi0V EXJXT'IA(� 1f I �s• CSU, I X l S TIA,/q lf� � ex l,r -r/i✓q C 77 o A-1 Cc-;--) OFF I C 0 W IA I D 0 W l /t/- 77 PROPOSED FLOOR PLAN 3/8 11 ,= if—Oil QUALITY PRECAST COMPANY •,o . I ?oNs 11 ZoN� 2 ORLANDO DISTRICT SPRINGHILL DISTRICT ' ndFUND 5"NY. NAILS AT i' o c. ort ,t B U PORTS PEDCF5 rG NA✓~. AKO AT eUrsPORTND V c.c. 8L1JCpNG AND 6` p.C. FEA.A 9d' MNO 5NMTl: NAILS AT b• o.C. aR EL7'JAt. POO} T PrtTE:7rATIC rTJ(a. 6' o•C. FEAJ.7 ppR pIHFFT AT 5t1PP9 LD r R 010 AND General - Lumber _ tt FGR rl MOE>' AREAS AF ROOF Q[ A,Lt,LS OP RpvP i , FL -1774 . RI _ - .FL 1411 - RI .. , b All Lumber to be Sou f,em YeifcF Pine f2 with m( imam cor, ri.t of moisture 19� 4 Exterior Lumber to be Pressure Tre''pt�d. SWIJ3 incl fat; ruc� 2 RaOF NAILING PATTERNI zoNE I - USFy 6d FING SHANK. NAILS AT b' O.C. 5PACING (FEiL.0) a � ' _� =J ,_' t•.p. - AND 4° U.C. AT 9UiaPORTED EDGES , ' XONE 2 - U5E ad RING SHANK NAILS AT 6' O.C. WAGING (sUF'PdF:TFD EDGES) AND r," a.G. AT FEILD=p'• ' Footings b.ave be*ja designed for a PNE N.ATIC NAILS i-1AY DE USED IN LIEU OF ad RING 5VNK NAIL5, rp y General Foundation OCS : NAILED 4" 0.r_ AT Et7GEs A14D 6' O.C. AT FF -ILD, _ �y sol bearing. pressilre ®f 200© PSF. f SETIGO 2-i/ t'X .Lal AND PASEL ODt; 2-114"x .099) EXTERI0F WALL NAiL PATTERN, , 1. 1. All eoncrete slabs shall have a compressive strength of not Iess than 25dO'1?SI 1 PL7tU0oD1 (FEiLD) USE sd NAiLS AT 0 O.C. SPACING 4 rQ,28 days. (EDCKE) USE sd NAILS AT h" o•C. sPAcING CExT> Fz1aFz WALL sH> AATI tlNc-J Slabs shalt be reinforiieii with'ber mesh on 6 mit, vapor barrier over clean 2ND FL_ooi�- NAILING PATTFFRHt UaE Ezd NAILS AT 6' O.C. SPACING AT rPf7i55 (GLLIE AND NAiLa As1 4iu rG l2�PTFEUTFTI53 compacted termite treated fill. U5F_ ad NAILS AT B' o.C. SPADING AT FEILP (GLUE AND NAIL) 2: Concrete footings shall have a compressive strength of not less than 3500 PSI ' CTY?Zcf y . F3oAt?D NAILING= PATTERN, enS ori Q 1'$ days. u5> 5d NAIL6 AT 7' O.C. SPACING aoT{+ Reinforce footings with # 5 bars as indicated. All bars shall be deformed, and shall conform_ to ASTM de.-agnatioii A305, and be clean and free from rust a ;1 scale. Splices shall overiap.at least 25". "N1 k6.,- -ro �' 64•.Ao- 49 riH 6LD?CrY • 3 oc :3 : For concrete block walls provide concrete filled cells with I - # 5 bar vertically LRIL , 11Z it __ ' • nPAces r continuous from footing to tie beam at all cbrrlers and where otherv7ise noted as per Live Loads Per FBG 8301 Table P3015 A. Attic -Without Storage = 10 PSF " B. Attic With Limited Storage = 20 PSF C. Habitable Attics And Attics Served With Flxed Stairs = 30 PSF D. Balconies And Decks (Exterior) = '40 PSF E. Fire Escapes = 40 PSF F. Guardrails And Handrails = 200 PSF G. Guardrails In—Fill Components = 50 PSF H, Passenger Vehicle Garages = 50 PSF I. Rooms Other Than Sleeping Rooms .=. 40 PSF J. Sleeping Rooms = 30 PSF -t Frit WM�ows�Crt.�2inJ To (Ne_gzi` F,00f 6hea thlnr Last, out foundation plan. 4. Extend slab I - %" at door openings. • .ZE�4.G � 'F,�,$rie'f fABL OL.0 Pf,L ... �fle`rVG�'ACTllev .CS J/'F�IF/G¢ f/r�N1- 010!J' 7P/hcig6- 1 _ - �,'.+'- • - ,PGCL41(� •,Fl7G, OOP:•£ riNi( _ �TiGNJ/6 L 57Vef•T.if'a'c17 A i j'aVP D G tl- IE' 5t OWP 00 FLm(Z FL4J4. -KTpAa'S7A44 1v/Na0W i 1 ' A ' "• -- �. ' C`.._r• a i2 jyf E F�) v G6ty 1F Jfs OP . T / ff /IV// // i7 !Y ,1 _S•o FF r 7 R 38 /n/1rc1Z_q 7-/ o Aj i P. C. , L. /A/ TG L-. Vz• err o, -F;; .3/41 111J, P1Jh Q` , 3IlgIt1"s.vGATi0V EXJXT'IA(� 1f I �s• CSU, I X l S TIA,/q lf� � ex l,r -r/i✓q C 77 o A-1 Cc-;--) OFF I C 0 W IA I D 0 W l /t/- 77 PROPOSED FLOOR PLAN 3/8 11 ,= if—Oil w M23,E7lMSA1 T C7 -)- DETAIL 'J' NEW LKIEi CONC. FILLED d REiNF. W/ 1-k5 ATCH EXISTING VALL AS REQ•Q. N CONSTRUCTION .FERTO IUF. SPECS, IEW CONC. FILLED CELL ;EINF.W1 i-95 (Min t.AP=25.) ORI LL a EPDAY G11OUT .3 UM IIITU C]U15T. UL U W, EPUAT VYJ AUIt V E40001I6111 OI1141..:N'110LEs TOR -1 RCCA )IDIS: CUr MOLE It, Ex15Y. GAUA411U10. TDACCEL; SECTIONAi ELEV. @ NEW OPENING Scut:, rtT=� ....__. _.. Y- l '( Com-' - Cc-- L4 I1E Pd X y F 1 IC- L 6`t At r- nPX=A1!/t((= D/ CJr_r-/A/ No. Description -I// uelnng tjoard 1/2" Oryrrall—g�;-- 1/2" Drywoll 2x4 Studs At 16" O,C. 1/4" Dia. Hilti Pins Or Cut Nails At 12" O,C,2x4 P.T. Plate ri Finished Floor Existing Slab Typical Section At Non --Bearing Wall NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO M£F:T OR EXCEED THE WIND LOAD REQUIRBMENTS,OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL. FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.. 1.. WIND 5PEED=•139.MPH ULTIMATE WIND SPEE:D(Vult)AND 108MPH(vasd) 2.1RISK CATEGORX.2 CONSTRUCTION TYPE- SINGLE: FAMILY RESIDENCE M 3, WIND EXPOSURE- CATEGORY C 4'_ INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .10 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 l T.S. C'Rehai Licensed Professional Enoine'a. 531 S., S.R. 434 Altamonte Springs, FL 3271.1 (407)521-$557 FAX(407)521-5434 PE 0040748 Date Project Number Issue Date DS Checker %Ji U i _U I I C7 izz QUALITY PRECAST COMPANY •,o `STRONG' ON SCRVICE P.O. Box 11 -Brandon, Florida 33509 OOl1 TAMPA DISTRICT DISPATCH ORLANDO DISTRICT SPRINGHILL DISTRICT 017.005.5015 H11hb..gh 727.021.6227 Plrleflas DISPATCH 40T.0T7,luoo idetro Wardo DISPATCH 352.790.2901 --` 110.425_'-_ _30'TU Polk 300,220.2712 Votuala _ w M23,E7lMSA1 T C7 -)- DETAIL 'J' NEW LKIEi CONC. FILLED d REiNF. W/ 1-k5 ATCH EXISTING VALL AS REQ•Q. N CONSTRUCTION .FERTO IUF. SPECS, IEW CONC. FILLED CELL ;EINF.W1 i-95 (Min t.AP=25.) ORI LL a EPDAY G11OUT .3 UM IIITU C]U15T. UL U W, EPUAT VYJ AUIt V E40001I6111 OI1141..:N'110LEs TOR -1 RCCA )IDIS: CUr MOLE It, Ex15Y. GAUA411U10. TDACCEL; SECTIONAi ELEV. @ NEW OPENING Scut:, rtT=� ....__. _.. Y- l '( Com-' - Cc-- L4 I1E Pd X y F 1 IC- L 6`t At r- nPX=A1!/t((= D/ CJr_r-/A/ No. Description -I// uelnng tjoard 1/2" Oryrrall—g�;-- 1/2" Drywoll 2x4 Studs At 16" O,C. 1/4" Dia. Hilti Pins Or Cut Nails At 12" O,C,2x4 P.T. Plate ri Finished Floor Existing Slab Typical Section At Non --Bearing Wall NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO M£F:T OR EXCEED THE WIND LOAD REQUIRBMENTS,OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL. FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.. 1.. WIND 5PEED=•139.MPH ULTIMATE WIND SPEE:D(Vult)AND 108MPH(vasd) 2.1RISK CATEGORX.2 CONSTRUCTION TYPE- SINGLE: FAMILY RESIDENCE M 3, WIND EXPOSURE- CATEGORY C 4'_ INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .10 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 l T.S. C'Rehai Licensed Professional Enoine'a. 531 S., S.R. 434 Altamonte Springs, FL 3271.1 (407)521-$557 FAX(407)521-5434 PE 0040748 Date Project Number Issue Date DS Checker %Ji U i _U I I C7 izz QUALITY PRECAST COMPANY `STRONG' ON SCRVICE P.O. Box 11 -Brandon, Florida 33509 OOl1 TAMPA DISTRICT DISPATCH ORLANDO DISTRICT SPRINGHILL DISTRICT 017.005.5015 H11hb..gh 727.021.6227 Plrleflas DISPATCH 40T.0T7,luoo idetro Wardo DISPATCH 352.790.2901 --` 110.425_'-_ _30'TU Polk 300,220.2712 Votuala _ TVWW, gi !a - z tyz corn OFT'; CONCRETE PRODUCTS, FL 5092 UI^,TRIOsitlR9 FOR; INC. COMMERCIAL CONCRETE PRODUCTS, INC./ ll'cCONCRETE PRODUCTS,, KIV7A QUALITY PRECAST CO. FL -1774 . RI _ - .FL 1411 - RI .. , w M23,E7lMSA1 T C7 -)- DETAIL 'J' NEW LKIEi CONC. FILLED d REiNF. W/ 1-k5 ATCH EXISTING VALL AS REQ•Q. N CONSTRUCTION .FERTO IUF. SPECS, IEW CONC. FILLED CELL ;EINF.W1 i-95 (Min t.AP=25.) ORI LL a EPDAY G11OUT .3 UM IIITU C]U15T. UL U W, EPUAT VYJ AUIt V E40001I6111 OI1141..:N'110LEs TOR -1 RCCA )IDIS: CUr MOLE It, Ex15Y. GAUA411U10. TDACCEL; SECTIONAi ELEV. @ NEW OPENING Scut:, rtT=� ....__. _.. Y- l '( Com-' - Cc-- L4 I1E Pd X y F 1 IC- L 6`t At r- nPX=A1!/t((= D/ CJr_r-/A/ No. Description -I// uelnng tjoard 1/2" Oryrrall—g�;-- 1/2" Drywoll 2x4 Studs At 16" O,C. 1/4" Dia. Hilti Pins Or Cut Nails At 12" O,C,2x4 P.T. Plate ri Finished Floor Existing Slab Typical Section At Non --Bearing Wall NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO M£F:T OR EXCEED THE WIND LOAD REQUIRBMENTS,OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL. FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10.. 1.. WIND 5PEED=•139.MPH ULTIMATE WIND SPEE:D(Vult)AND 108MPH(vasd) 2.1RISK CATEGORX.2 CONSTRUCTION TYPE- SINGLE: FAMILY RESIDENCE M 3, WIND EXPOSURE- CATEGORY C 4'_ INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .10 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 l T.S. C'Rehai Licensed Professional Enoine'a. 531 S., S.R. 434 Altamonte Springs, FL 3271.1 (407)521-$557 FAX(407)521-5434 PE 0040748 Date Project Number Issue Date DS Checker %Ji U i _U I I C7 izz r EXISTING FLOOR PLAN 3/8" = 11-011 NOTE: :THIS STRUCTURE HAS BEE14 DESIGNED TO MEET OR EXCEED THE IMTD LOAD REQUIREMENTS'OF.THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7--10, 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(Vu1C)AND'100trIPH(Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE: FMULY RESIDENCE(V) 3. HIND EXPOSURE= CATEGORY C 4. INTERNAL, PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1..40 ' e[jF .._-_—_ ....... - --- ---- VROPOSED ELECTRICAL. PLAN /8" = 1 `-0" 1 GFI/WP. GFI/WP ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERUPTERS AND TAMPER PROOF GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN/BATHS ALL ELECTRICAL TO BE IN ACCORDANCE WITH 20 11 NEC CLOSET SMITH STUDIOS DUSTIN SMITH (407)797-2205 No, Description Date UJ Li UJ gar Aar LU FEW= f%AOO LU U. This di4!Jg=Atin plan is intwndrd to show lighting •'+.+s– andaonvirnsnce outlwts only. T.d.chtl .111 bwat �� /'r /�} •+� no rts cap...iblty for iaccuracy- It is thr rlrctsical contr4at.... r.aP... ibllty to —Ify the r.quis.msnta and loaxtioeu oI all alsctrlcal, sguipmmrtt and pz.vidn and inat411 oomplrta w1acLYicna awrticr as rsgaisrd. rlwat.t .1 T..S. chekal � contractor to aumb#.t,waacirlcal plan and pull Licensed H=Ofe*Si Onal inglneer , permit a. rngatt.d. , 531-S., S.R. 434 - - Altamonte Springs, FL 3^714 %woo; (40,7)521-,5557 FAX(207)521'--5434 PE 0040748 Project Information Id Project Number: Project Number Date: Issue Date Drawn By: DS Checked By: Checker ROM,% 0 FUSEU Z ELECTROCAL PLAI*N NOTE: THIS STRUCTURE INS BEEN DESIGNED TO MEET OR EXCEED TRE PMND LORD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED WUlt;)AND 108MPH(Va5d) Q 2. RISK CATEGORY 2 CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE(V)T 3. WIND EXPOSURE- CATEGORY CNIL " 4 4. SN'0 AM ,VERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT G EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 c " Scale: 3/8" -- 1'_p�' �,,