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1814 Redding Pl #14-1744- remodel0 MICHELLE THOMPSON 1814 REDDING PL. FLx 32771 1 0D a til 2ND o Q c�`"� 'N3P,ULU a' Uj Wid.411H ST y. 4 1 H sr = — C-1 7! 5TH ST 17i. 51 H ST �' , W 5TH vT ¢ IN. 6TH Si � � I T � 'it. 71H ST CSC — w. TH Q I ,�� %OTiI I _J � N. 'rJILLINA � ♦J CLAr1K Gl L I OLIVE •• .!t. LIAh i ---� o �CT CT� — - �:c flrl. it)Tii u t i c �vl RQ r I REDDING Z ,�i . 11TH �T z ` J PLS. �� Lz; > �'' `' a > <1 r_:) r _1. i'%TH ST ¢ <� -C' c r OfdcGP,�? 7 a AArr j 1 _ i nr AVEr_...' W. ?Ill �� L :✓ AQAD'Ek1Y JiU 'r;�HE QT u sn k3C.Tf ILI it ���; ✓ -,a ii 1.)T"{ P! �a r L�L[Nl)I''it Ali'•, / p __ u•�, �--- ' CAP:''?LIF rji `. ;_ 1 _ t- �.� G !'`•) J r J _ AA .` 'V'I. 1 7 E T'rI JT 1 L u i I.i.l `J a t= —o l irr. )13CH fi � " ILjy= t! f�, :PsT'rtr t t ti� �• 1 CT C911 e, NO: REVISION AND DATE ITEM VICINITY MAP N.r.�. I { LE SAL DESCRIPTION , IEC TIOT 5 OF REMIND 6U5 P5 8 PCS 20 PARCEL I . D.#: 2�-19- 0-504-0000-0050 I { SC qPE OF WORK APP ONGRTE ADDITION, REMOVE EXI5T, GONG. AALL (SOUTH) CONSTRUCT NEW, ROOF 4 SYSTEM (TRUSSES), INSTALL ELEGTRIGAL SYSTE , INSTALL PROP05EP Y'IND0A51 EXT. DOOR PROPOSED BATH/01_05ET EXIST. GONG. FLOO RAISED TO V' ABOVE GRADE AND { EXI5T. GONG. NALLS R A15ED FROM T-0" ADOVE FIN. FLR. TO 5'-011 AR A TABULATION FHX15TIN(: >r -STRUCTURE AREA 2,54 50 -FT. FROF05ED AIDDIT10i\1 AREA .202 0, T. { TOTAL R ='ROOF. AREA A 48& 50FT, , RECORD COPY REVIEWED FOR CODE COMPUANC5 PLANS EXAMINE { DATE i 6`jIL[71��G"a.� �-ANFORD BUILDING DIVISION SANT O D _RMI F ISSUED SHALL BE CONSTRUED TO BEA O .(CENSE TO PROCEED WITH THE WORK AND NOTAS dap eft tt `� AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT J'HE BUILDING OFFICIAL FROM THEREAFTER{ REQUIRING A CORRECTION OF ERRORS IN PLANS, '" .. 4 4; CONSTRUCTION OR VIOLATIONS OF THIS CODE SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, -ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SMrEET NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEF,T OR EXCEED TH5 WIND lI Phone: (305)230-5507 LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDEN'T'IAL WE ging Visions TO 1f e EDITION SECTION 3301 DESIGN CRITERIA AND INCLUDING ASCE PH (V Email: d d b swe et a@ e a rth l i n k .net 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEF:D(VuLt)AND lOBMPH(Vasd) 2. RISK CATEGORY 2 ----- _ CONSTRUCTION TYPE= SINGLE. .F;AMILY RESIDENCE S(,Vp) 3. WIND EXPOSURE= F 4. INTERNAL PRESSURE COEFFICIENP FOR ENCLOSED BUIL�U� INGS IS .la AND PLAN FOR: MICHELLE T H O M P S O vHIGHT EXPOSURE ADJUSTMENT COEFFICIENT IS - _. ADDRESS. -1314 REDDING PL.SANFORD FL. 32771 T. S. Cne)1ul DATE: 05/2014 SCALE: PE: LicerisQd Pro£essionai, FnSrinew: { 531 S., 5.:,. 43.1 Al- camonte Spz:Ings, FI. 3271.1 — — - --- X(a15(4,07)521-F,557 PD)0 3• ()")40/4a4/4PARCEL#:26-19-30-504-0000-0050 1 OF4 , M Him Muz LLJ L JUCE 1_1if Q g J cc FLx 32771 1 0D a til 2ND o Q c�`"� 'N3P,ULU a' Uj Wid.411H ST y. 4 1 H sr = — C-1 7! 5TH ST 17i. 51 H ST �' , W 5TH vT ¢ IN. 6TH Si � � I T � 'it. 71H ST CSC — w. TH Q I ,�� %OTiI I _J � N. 'rJILLINA � ♦J CLAr1K Gl L I OLIVE •• .!t. LIAh i ---� o �CT CT� — - �:c flrl. it)Tii u t i c �vl RQ r I REDDING Z ,�i . 11TH �T z ` J PLS. �� Lz; > �'' `' a > <1 r_:) r _1. i'%TH ST ¢ <� -C' c r OfdcGP,�? 7 a AArr j 1 _ i nr AVEr_...' W. ?Ill �� L :✓ AQAD'Ek1Y JiU 'r;�HE QT u sn k3C.Tf ILI it ���; ✓ -,a ii 1.)T"{ P! �a r L�L[Nl)I''it Ali'•, / p __ u•�, �--- ' CAP:''?LIF rji `. ;_ 1 _ t- �.� G !'`•) J r J _ AA .` 'V'I. 1 7 E T'rI JT 1 L u i I.i.l `J a t= —o l irr. )13CH fi � " ILjy= t! f�, :PsT'rtr t t ti� �• 1 CT C911 e, NO: REVISION AND DATE ITEM VICINITY MAP N.r.�. I { LE SAL DESCRIPTION , IEC TIOT 5 OF REMIND 6U5 P5 8 PCS 20 PARCEL I . D.#: 2�-19- 0-504-0000-0050 I { SC qPE OF WORK APP ONGRTE ADDITION, REMOVE EXI5T, GONG. AALL (SOUTH) CONSTRUCT NEW, ROOF 4 SYSTEM (TRUSSES), INSTALL ELEGTRIGAL SYSTE , INSTALL PROP05EP Y'IND0A51 EXT. DOOR PROPOSED BATH/01_05ET EXIST. GONG. FLOO RAISED TO V' ABOVE GRADE AND { EXI5T. GONG. NALLS R A15ED FROM T-0" ADOVE FIN. FLR. TO 5'-011 AR A TABULATION FHX15TIN(: >r -STRUCTURE AREA 2,54 50 -FT. FROF05ED AIDDIT10i\1 AREA .202 0, T. { TOTAL R ='ROOF. AREA A 48& 50FT, , RECORD COPY REVIEWED FOR CODE COMPUANC5 PLANS EXAMINE { DATE i 6`jIL[71��G"a.� �-ANFORD BUILDING DIVISION SANT O D _RMI F ISSUED SHALL BE CONSTRUED TO BEA O .(CENSE TO PROCEED WITH THE WORK AND NOTAS dap eft tt `� AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT J'HE BUILDING OFFICIAL FROM THEREAFTER{ REQUIRING A CORRECTION OF ERRORS IN PLANS, '" .. 4 4; CONSTRUCTION OR VIOLATIONS OF THIS CODE SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, -ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SMrEET NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEF,T OR EXCEED TH5 WIND lI Phone: (305)230-5507 LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDEN'T'IAL WE ging Visions TO 1f e EDITION SECTION 3301 DESIGN CRITERIA AND INCLUDING ASCE PH (V Email: d d b swe et a@ e a rth l i n k .net 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEF:D(VuLt)AND lOBMPH(Vasd) 2. RISK CATEGORY 2 ----- _ CONSTRUCTION TYPE= SINGLE. .F;AMILY RESIDENCE S(,Vp) 3. WIND EXPOSURE= F 4. INTERNAL PRESSURE COEFFICIENP FOR ENCLOSED BUIL�U� INGS IS .la AND PLAN FOR: MICHELLE T H O M P S O vHIGHT EXPOSURE ADJUSTMENT COEFFICIENT IS - _. ADDRESS. -1314 REDDING PL.SANFORD FL. 32771 T. S. Cne)1ul DATE: 05/2014 SCALE: PE: LicerisQd Pro£essionai, FnSrinew: { 531 S., 5.:,. 43.1 Al- camonte Spz:Ings, FI. 3271.1 — — - --- X(a15(4,07)521-F,557 PD)0 3• ()")40/4a4/4PARCEL#:26-19-30-504-0000-0050 1 OF4 , M Him Muz l It EX 1 f'7/ Ala c 4 oo,P. PL,4AI �q-=/ r (``• QUALITY PRECAST COMPANY jlj7 STRONG'ON SERVICE �\ \ P.O. Box 11 - Brandun, Florida 3350&0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH ' DISPATCH E X I S T/A/Cr o�cA//A/qs 407.877.1000 M040 Orfando 352.7861801 727.821.6227 Pinellas 386.228.2112 Vulusia l It EX 1 f'7/ Ala c 4 oo,P. PL,4AI �q-=/ r (``• QUALITY PRECAST COMPANY jlj7 STRONG'ON SERVICE �\ \ P.O. Box 11 - Brandun, Florida 3350&0011 TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH ' DISPATCH 813; 685.5615 Hillsborough 407.877.1000 M040 Orfando 352.7861801 727.821.6227 Pinellas 386.228.2112 Vulusia • 663.425.3070 Polk - --- — -� www. qua i p cast. com 1-0 ' DISTRIBUTORS FOR: ' '•OTT'S CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INCd WEKIWA CONCRETE PRODUCTS , F, 6972 QUALITY PRECAST CO. FL 141a - RI _ '10000 FL 1774 - RI — - •?' ?'-ID' • • TABLE No. 13 Gi,AVITY I DPLIFf 54--m LOADS (FLF) 3' x Ib' �GEoS OOGR N'cADER nAFK tw. TOLAL C;AR LEIGiN U!V DOOR 61tc LMiEL TYPE 4 -WAY SWITCH C-!-vltr OAF'- LOAD CEILING MOUNTED INCANDESCENT FIXTURE 5wo — 5/LU,)- DETAIL O? D-1 3'•9' Z'•4' 7- S ySTC- Fr:ca9L I �E 1-0 D•Z 4••O• 2'•a' T _4' .cast Fr__dst m _ '10000 D-3 •?' ?'-ID' • • -,:!cjst I © 9256 D`4 I '• 5' 1 3'-0' 2'•a' F:fcjet THERMOSTAT cp CARBON MONOXIDE DETECTOR D_5 I 4'•a' 3'•4' . •-c -m• F-_cs 5L• I 5'•,V 6231 1 - D_6 I_^•3_I 4'-4' '.PJ' Fr rasl_ 1 5'.19• ,— 39-'J :3•e I l' B' r' 4'j•s''s't'�T-� D_o 9'•a' 3'•,' _ B'.O_�F.==j,l 5va I 6'-4' 2106 1436 2' RECE55 DETAIL 'DE' .15�-X t S 7-/A/q w/ 5 poX y t, 1G ",c-.M$crx>x4eA1T ®DEN07E9'S BAR IN - �--- FILLED CELL EXIST 6' CONC, WALL CORNEER5, JAM56 4 ENDS OF WALLS. I TO BE REMOVED F- l I I I I I I I I NOTE-. PROPOSED FLOOR NOTE: PROPOSED FLOOR ELE\(ATION SHALL BE V NIN. 1 I ELEVATION SHALL BE S' NIN. FROM EXISTING GRADE I I FROM EXISTING GRADE (EX6T, 4 PROP) 1 1 (EXIST. 4 PROP) ■ 6i •I II l NOTE: POUR GONG. OVER EX15T. FLOOR I I ELEVATION SHALL BE 8' MIN. ■ i I I FROM EXISTING GRADE • I I I I �� I 1 I`�.. S X 4 0A/Cr I 1 1 41 Q.c• w/EPDX Y E.PA4G ! 7- 4' 4' THICK CONC, STOOP 4' CONCRETE SLAE3 (MIN. 2500 P.51) W/ -- 6x16 10/10 Win MESH (OR W1 FIBER MESH) OYER 6 -MIL VAPOR 5ARRIEER ON CLEAN COMPACTED TERMITE TREATED SOIL SPECIFIED GOMP051TE LINTEL D-EPTH 15 THE HINIMI`I ACCEPTABLE. ANY E>CTRA'. COURBE5 CF BLOCK ABOVE LINTEL ARE ACGEr TABLE As LONA AS ALL LOUR. 5 A50VE P.O• LINTEL AF.E=• PILLED W/GROUT. HOWEVER, IF TOTAL COMP.051TE LINTEL EXCEED5 48' DEPTH, APPLY U -BLOCK LINTEL W/(u IS EACH ADD'L. 241 HEIGHT 11'-5 NOTE: NA!.L FINISH SHALL BE "ORANGE PEEL" AND DIEL IN( SHALL BE "kNOCK DOWN" TEXTURE. H. 6:X (s 7'/A! o o T/ ti/ G V Al .a E ,2 E X/ .0 T /n/Cz $L. o r -X c4 -),q L G .S' H�q.r �v0 T .�3Ea;-,V VE p 1,P;'�c--.) Y T"KE ENGl�/E'(E'�. e..oM7•��C.,.d,L Ta tleP_IFy L EX15T S' CONC. WALL TO F3F REMOVED 3030DH ;r - °rB r -1 rcq ■ n r - - 1 fl r 00 =V 1 r, IO04Afp «r . ,Svs PAjkJEG Q 3030D ^� ^ 39.6 F �Y• 4 sF AREA 3� 486 sq ft EX15T DOOR AND WINDOW TO B= INtil .Lc:D 111ITN GMU r2,668_61.v— ill � , �.. TH T! G- 1,1a JV C M rJ % f r /A/ r N/�! #,5 2- .0 • r _c��6Po tC-lqsePA4 ENT 'yam , t-2 5" AREA 486 sq ft 11 CLC, I DUPLEX RECEPTACLE (CEILING MOUNTED) SINGLE POLE SINGE THROW SWITCH 3 X Lj c- -r A ES 4 -WAY SWITCH - CEILING MOUNTED INCANDESCENT FIXTURE -(I-1 MINI PGt 7- S ySTC- WF RECESSED WATERTIGHT INCANDESCENT FIXTURE �E ! y IOOsiO FL_OURESCENT LIGHTING FIXTURE 3'•b' WALL MOUNTED FIXTURE Fr__dst m TD TELEPHONE �j DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES CABLE TELEVISION OUTLET © c CEILING FAN LOCATION OR PREWIRE ■y� SMOKE DETECTOR/c q" o Al Mp x 1.)G c�NtBo -OO THERMOSTAT cp CARBON MONOXIDE DETECTOR 7'•4' ��9 t�m a414 n•6 5'•,V 4'•p' om d) n•1 5'.19• 4'•6' Frecast _ _ 5va 11•0 6'-4' ■ Ff�tt i" 4115 Tl•9 b'•6' CL Frccdlt3914 1 n•I0 6'•B' r2,668_61.v— ill � , �.. TH T! G- 1,1a JV C M rJ % f r /A/ r N/�! #,5 2- .0 • r _c��6Po tC-lqsePA4 ENT 'yam , t-2 5" AREA 486 sq ft 11 CLC, I DUPLEX RECEPTACLE (CEILING MOUNTED) w/E p 0x y i-VIG "EM, i�M ET NOTE: EX15T. POWER SUPPLIED FROM PROPOSED FOUNDATION PLAN 1/4'= 1'- 0' 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 2008 NEC p 12-x E X 1S TIA/ q Pig A/ EG Tv S v,B -- p q NC z . i 2C r i Z -G 70 .S6 I op- 3 t�3 o✓/��" (2T1Z /V4:W 7rG7i� z_4 r' 7- TABL'c Nv.4 GRAVITY r UPLIFT 5Are LOA05 (PLP; - 5'x'6' C'�t'-!F'O51TE LINTEL5 SINGLE POLE SINGE THROW SWITCH 3 3 -WAY SWITCH 14 4 -WAY SWITCH - CEILING MOUNTED INCANDESCENT FIXTURE -(I-1 SUSPENDED INCANDESCENT FIXTURE ®R RECESSED INCANDESCENT FIXTURE WF RECESSED WATERTIGHT INCANDESCENT FIXTURE �E RECESSED EYEBALL INCANDESCENT FIXTURE IOOsiO FL_OURESCENT LIGHTING FIXTURE 3'•b' WALL MOUNTED FIXTURE Fr__dst FLOOD LIGHT TD TELEPHONE �j DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES CABLE TELEVISION OUTLET © c CEILING FAN LOCATION OR PREWIRE so SMOKE DETECTOR/c q" o Al Mp x 1.)G c�NtBo -OO THERMOSTAT cp CARBON MONOXIDE DETECTOR w/E p 0x y i-VIG "EM, i�M ET NOTE: EX15T. POWER SUPPLIED FROM PROPOSED FOUNDATION PLAN 1/4'= 1'- 0' 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 2008 NEC p 12-x E X 1S TIA/ q Pig A/ EG Tv S v,B -- p q NC z . i 2C r i Z -G 70 .S6 I op- 3 t�3 o✓/��" (2T1Z /V4:W 7rG7i� z_4 r' 7- TABL'c Nv.4 GRAVITY r UPLIFT 5Are LOA05 (PLP; - 5'x'6' C'�t'-!F'O51TE LINTEL5 rIAW.. 1U. LiltEL tF1GiN CLIM 5P -U1 ! iTli---L T*P_ 1 C'rA IR V45 LOap I. SOLID -yLLY V_ D?1At � nd 2�„I9' f•6' F'r�eLL I IOOsiO ft -2 3'•b' T•2' Fr__dst t1.3 4'•p' 2'•a' Fro�tsl loom_ ' H-4 4'-6' 3'•2' Recast 9161 rl-5 4'•0' 7'•4' :f'rxest _ a414 n•6 5'•,V 4'•p' n•1 5'.19• 4'•6' Frecast _ _ 5va 11•0 6'-4' S'•D' Ff�tt 4115 Tl•9 b'•6' S'•T Frccdlt3914 — n•I0 6'•B' 5'•4' Frecaol r 3119 _ —2911 N-11 1'•6' b'•2' FracasL I N•Q 1'•5' 6'-43 Rccdst 21°6 I n U M•N 8'•O' 9'•4' .' 6' 1'•p' 1'rc Jtt Fracast I 7501 J356 M46 k3"•6' 9'4' , Recast I I M•rl il•4 0O' p'-z'tN.Ia r145; R'.,LD'•6't-I15 g•. b'I!'.T Procrit M•10 rt•11 13'•4 14'- 0' 1.." 1'•a' P—L _ F, a t -------r-- Ia;66 M•1/ •' U•4 R eati tsal I •• I 1234 r1•23 ti. 74 n•15 'ak'•8' ••4' _fl'- 4' 19'•4'. W%W !6'•p' I$'•0' Fr"t - 5--J FnVossed r'reiLessad I_..—`�_.--._I 1-- 116V 902 549 r--^ M-76 Ip'•0' 'tl'•D' FF_- L, ds� �I au M•21 _ 71'•4' 1D'•O' Res4eib.d I 146 H-16 71'-p' 1p'•9' Fros4esscd 1R _— -- _ r1.29 74'•p' 2}'•B' F-rmVass_=J 69p OWNER RESID.50UTH OF STORAGE BLDG. WATER P RO P O S E D FLOOR P LAN AND SEWER EXISTING. - 1/4'= I'-0 1)UcT LE7-V-' 1q, C . A41 nN / !�'F L• 17- s y N� w IVa/v!� _23G�4At 5 x{-10 - c N u// e Pox y C -4 c, ", jr Fa'tl!t Fr_R EL=YAT10N 311/2' CONC. SLAB (25+00 P.S.IJ w/ FIE3ERME5H OVER Flkt15Ft Fl O -OR 6 MIL. VAPOR BARRIER -Fo /\\\ FlTtl8r1 CsF',.4DE � . •• •' ; 0 o fi 11-42 f'' :OLITNIC FOUNDATION CLEAN COMPACTED FILL 12/ (2) 13 DIA. RODS CONT_ W/ 2ep' LAP MIN. ��' �XT��10� MA50Nf�Y uJAll. I T.S. 0,c'Fia_L Licensed Ptofessxonal EnginGur 531 S., S -P-, 434 Alta-mvctte Springs, FL 9;'714 (407)521-5557 FAY(407Y:521-;54J4 ' PZ 004071U LE6EN1D = PROP. S' CONC. WALL EX15TING 8' CONC. WALL LDAD BERAING WALL W/5TUD5 1(0' O.C. = NEW NON LOAD BERAING WALL W/STUDS 24' O.C. HB= HOSE 818 M,T•= METAL THRESHOLD 1 ^ '7 -- v I / X 1ST 1 A./ CT. .$ 0 , JJ) -R ew M 1 4, - 1 7 4 -,4 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND ILOAU REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL ,�Kt"s^,--,• ;EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10_ 1. WIND SPEED- 139 MPH ULTIMATE WIND SPEED(Vult)AND IOUM211(Vasd) :2. RISK CATEGORY 2 CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE (V) �;A�d1O�'�Li 3. WIND EXPOSURE= CATEGORY{ ' 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND E - HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT IS 1;. I. PROP05ED ROOF PITCH 4:12 7/8" stucco over galvanized lath over 1.54 felt over house wrap over 7/.16" OSB (Typ•) s m asoYE FIN, FL.R. PROPOaED I EXISTING m1-rnT ------------1---------------- KFIIWFLR PROPOSED FRONT (EAST) ELEVATION 1/4'=11-0' - ZONE I ZONE R -- Od FWik3 514aI5: TN11.6 AT •S' O.C. OR Bd NNO II AKK HA45 AT 6' O.C. OR EWAL(VALEM PTA EHATIC HAIL EO'AwA -ff rUeru , HArL AT 6UPPORTIZO EDGES AND AT 6UPF'OIJIR 7 EDf ES AND PLOCKINCL AND 6' O.C. FEUD 0 OX- FTEILD FOR OMUI ARIV6 FOR 6IIAOEO AREAS OP RODE 4� OR ROOF I 'T poor- N AILINC: PATTERN, ZONE I -USE 8d RING SHANK NAILS AT 6" O,G. SPACIrICs (FEILD) AND 4" O.C. AT SUPPORTED EDC -EG _ ZONE 2 - U5E 8d RING SHANK NAILS AT 6" O.G. 6PACING- (SUPPORTED EDG-E6) a - AND 6" O.G. AT Fr-ILDT• I FNEUt-IAT,IC NAILS MAY ESE U6ED IN LIEU OF Bd RING 5HANK NAILS, \ NAILED 4" O.C. AT EDGES AND 6" O,G. AT FFJLD. : '_ - , _ • , ( 6ENG0 2 1/4"X .131 ARID f ASEL,oDE 24/4"X-099 J - EXTERIOR WALL NAIL PATTIERNt 4 1- PLTWOODt (FEILD) USE Sct "L6 AT 6" O,C, 6I'ACING c (EpC.E) USE 8d NAILS AT .t" O,C. SPACING (EXTERIOR WALL SI-IEATI-IING) RMTETv1F 156 .. . _. EHE'ATI11T16 rypsuM BOARD NAILING PATTERN, e�nLoo-e� .uBDTN USE 5c( NAIL9 AT 7. O.G. 51 AC114G BUILDINfi BLS':Illi • .l a' Off. 'L F.IRSi 1 . states pACN '�T0? i�aoF 6heathincl L_-N.out _Wp,L ,C,�ej,4If T4 7G OG e PdC WOBO' 'G 4I/NG 2.x P.r• wj / � x 379P�pCg Bit c.. + rr!/cEr�'ota ST��cG�rL� - -VOLGDIV'NIG, 000X Per, nzl^tiTicrl S�c1rT!P-Ak AU FDVf-'Z-D C":— IF'5r}oWo oU rLOof',PLA1• p %000 ST04G W/NOOYJ w/Avo/x/ �f41(e aaarvc fe �5 b�K.T• ICY. � GOff 0. I /G G Popp"- C'SL!.tV,— op . F`LzC"I`+- IteLA`s• 1/8" GFMCNTITIOUS FINIS1­1 'EL'r/ PAPER8AC.<EE _ATII MATERIAL -APPEO MOISTURE :°-BIER (I-IQUSE WRAP) u WOOD SHEATHING(;/. CDX) O P2 T/o• ��16 d `CIS MOISTURE F3Af(RI==. (WALL, TRAIIISUIL'-`:1 DRIP EDGE CEMENfI 1I0U5 FIx:3- CONCRETE V2 w s/e OR SOLID C;.. NO TE: )-ALL EXTERIOR ACCESSORIES SHA;.- 3E MATERIAL CONFORMING "TO ASTM•5'='�DAR�-- D17Tj4, C92G, CIU63 AND U421G. 2-CAUU< ALL BUTT JOIN r5, ENDS.-'JCLES, AND INTERSECTIONS AT I1ME OF INS-ALLATION. CONTROL BEAD WITH DRIP EDGE -PROP09ED ROOF PITCH 4:12 7/8" stucco over galvanized lath ( over house wrap over 7/16" OSB PROP PORC EXISTING PROP05ED 1 PROPOSED REAR (WEST) ELEVATION PROPOSED SIDE (SOUTH) ELEVATION 1/4'=11-0' Unless Noted Otherwise : �. V4140 1. Use HETA16 C.M.U. To Trusses, - ` - - - - If A Lintel Strap Is Missed, Apply (1) HTSM16 \v/ (4) 114*.x 21/4` - - --- _--.-•- Tapcons For 1,175 Lbs Uplift And (2)FI'I•SM16 for 2.350 Lbs Uplift GQn +r J I Lumber Notes . All Lumber to be Southern Yellow Pirie V with maximum content of moisture 19X SE E Q ABI- S,EA40 ,DE z,4/Z- Exterior Lumber to be Pressure Tre006d. Studs Play Be Spru c -2. A2 Footings dale been designed for a General Foundation 'Notes : SOH beayijig pressure of 2000 PSP. I. All concrete slabs shall have a compressive strength of not less than 250051 @;28 days. Slabs shall be reinforced Willi fiber mesh on 6 mil. vapor barrier over clean compacted termite treated fill. 2: Concrete footings shall have a compressive strengtih of not less than 2500 PSI @ 28 day's. Reinforce footings with 115 bars as indicated. All bars shall be deformed, and shall conform to ASTM designation A305, and be clean and free from rustavid scale. Splices shall overlap at least 25". �,1� k6,, $o !P, (� �o 3, For concrete block walls provide concrete filled cellls with 1 - # 5 bar vertically continuous from footing to tie beam at all corneas a.nd where otherwise noted as per Ale H� T/Q 6 C Y foundation plan. 4. Extend•slab 1 - %" at door openings, .5. Extend slab 1 - %" and recess'/" for sliding glass (door tracks. GAE3LE END TF-IJ55 — N7F' Al1 r 4Y-2 BAT-' \ I 1 11 I k l^IrIT =1!%A^\ /C A f,l%.4 o C7 A P VI!!r,% ern r-% A kJ A 0 r±w, NOTE( : e 24" O.G. T- 6 CE GAEsLE TRZ5 PEP, TRLIO c`) TatNEcR1NG A 04 D r 7/8" stucco over• galy:Mired lath over 15# felt ever house vlvr:lp over ' (.1513 ffyp-) a c-, 2X4 PIRG. Br2,4CE pq�+FO.C, � ,I . UJ/ 4-NAII_� u FA. END 'W�/ s-•cL AA411- I CMU `4/hl L a pIR5r 2-15AY5 _ 2X4 BLOCKING A 46" O.C. x `� r/ rt,'?T 2- �aTb 2X8 r•TI PLATE W, �%? , o ROGF t CEIiJtk3 /MCHOR BOLT w1t'(�l^6ttIER CzV a' c. r ry <--P, -• — ...., � • - ,,• .... �.. « I , C- G C/''` 3 � -/fi FES r SH1A1 1,'" ROO,= c9VGR- - Design Reouirements: D✓ � 6l r 041S 2. INSULATION 1. Live loads for floors, a 40 FSF 71/ 1 ErIGRCEF�D Tt 5 is _ _ 2. Live load for roof is 20 PSF dr. W/1-JURZ)C•4a .ANCHOR HErf le GN EA TR:59. 5E5 TFL5 LAl-CUT FOR T-rn PROVIDE EL1ILP. PAPER OR YAME5 - )< I -C GT STEEL 51EEL PLA73 E:? IlLfic?i --,EE ELEY, X55 1 cru. — . 9 3 o /A/ 4 -[JG .�1 7-� OA ) �5d COOLER NAILS OR CAe,54 ' 1" O.C. 1 iiENTGji S09fTIT La: FILLED 6,--t10 I5EAII J/I•-5 �� C2, I A3 SPECIFIED FST" GGNT, W/15" 5f'I 1C- MIK BUILDER NGC,-STrJCN'r 5&m Fl-E'er,-Clctl. \ FG1� OPE]•Ilrks3 cENE-tir rMvf;"2L> ` I/Z• G-rF PO?RD oY�'R FINISH URD. 3/4' P.T. FUV 1r1 11fl7'IVV /VC12-tiG-- cAq�c l — Mr DOw CfZ FIXED GLASS UtLO. SILL PTC --GAS i 9111 -" !rl CChIC. SLAB W/ F15ER-C-51­1 iu-1 OVER bt-1 YISQ IIIuII. � ° JI�I I I _ I �-=� � � • =III=III I I 'I���I---I• � I I I I� '�- CL�:t1 CL.XIPACTcD rF, -u fF TFC -._,TED TTP. I6'x 20 MGNO. I I. , FILLFOOTER Wr1- �f _ ROU Corr. I I I I Y X �]- � • I Cdr rC1 G- �/Z r,Jr-7LL . //'r<P /.//—/ PG,y r� 7— / o N �� A/0 IV— 'Z C -7,q T' / VC, /-1 L v C'A/•T: f f PROPOSED SIDE (NORTH) ELEVATION 1/4'= P-0' ALL BEAN$ 3T OTHER UNLE55 NOTED OTHERWISE. ALL ROOF TRUSS HANGERS ARE 5INF5ON HUS26 OF, HG -U526-2 AND ALL FLOOR HANGERS ARE T HA422 UNLE55 NOTED OTHERWISE. SEARING HEIGHTS HANGER TAKEOFF - 8'-0' HEIGHT NLT14EDUILDIW3E R IT 15 THE F E5PGV151BILITY OF DRrE ARCHITECT To Fi OMOE AN ATE CFOR T TO RXI-ORIIIIS 5TP-IMUR£ PER FEACTICN5 TTaJ66ENGU'EERUG. 5FECIAL CON5IDEPATION5 FORAL EOL, Ab/OR PLLt'pfFr (AND (HEIR GOTPJECTICNS5 SPACE M'J5T ESE DIFG�D Br BUILDER CN AFPTaovERU66 LA -TOUT FRJOR TO FA:,RJCATIDt n45 CCrrANY 15 A TFC155 HA -4 FACTUFER ll k*- R<.:.=Gth'Filtli[_5 Aim L MITER TO TFJOSE OES-R BED N U/TCA 15411'E5P-t,SIBJLl T.ES', ACCOFVWGLY. R 015CLAU•16 ART R46F%-, IBILITIE5 AMCR LIABILITY FOR THE COT15TF1JCTI0N D-'-5rA OPAUt<4. DOCU-TEFr5 INCLUDPY, THE IN5TALLATICN AND E. 'Cali Cf TFC V-5 HAMFACTUF•ED BY THIL ect r-A1Y. WARNING; CR1'F1tIICtW. FTW9I4, ERECTION AtOlOR F'ER'1AENT BRAGUJG I. tigT rE REU CI451BILITr OF THE TRL55 DE6Kd1ER I -LATE 0A1iFA1-TLFER OR TM55 VV"XALTUF-�R FER5GNS ERECTWCi TF�5 Ar= CAWn QR EO TO E•EQ1 MCFE651ONAL ADVICE T��AYDPJG EF ---T C44 BRACWY U. tCH 15 ALWAT5 R_GLIR_D TO 1`7EYE7iT TCFPLUJG AND OCN(NoiW, DUMtra ERL'GnOt11 Am "-TCI-4F ff BRAcuYa WHICH nAr BE REGJIFLD IN 5F ECFJC AP"-JCAI1Otd6 5EE 'GUIDE TO GOOD PRACTICE FOR HANDLWG, "5Tt_L20.IT:51RAUJU41 1 BIIAGUY, OF METAL RATE CRNECTED '1 a TFL -55E5 RECOCMFNDATICt.15' 13 _51 7cC8/ FOR FURM IR L`C oR IATIOP.L TFe_5 SioL*— BE aJSTALLED W A 5TRAIGITT AND FLU15 P(f ITIR1. 7FF-FE NO 54aATHRG 15 AFFLIED DIRECTLY TO TOP ANDtGR 15OTrGM1 CHgZ75, TH_'r SHALL BE BRACED A.5 6FECFIEP Oti Tie= ZtrL? rEO OE51"K TFL55E6 614ALL BE HACJLED WTH R'� CARE DURA'4 ERECTION TO PFEvENr DAt{VGGM OR R�_FdctLt UJRr. ATTENTION 'APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, UVERHMJGS, ELEVATIONS, & BEARING CONUI110N5. ACCEPTAPJCE OF iH15 LAYOUT ASSUMES TOTAL RESPONSIUIUIY. THE ,BUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE: It �: CLSTq �R MICHELLE TI-IOMPSON :O5 tv-r-. DETACHED GARAGE LWi5LA1V.MDIY 1814 REDDINr PLACE SCALE DATE DRALN BY JOB µlBS -ER 5-30-14 t-11KE T. -1488 S.S.Chahal, P.E. will 'near no responsibility for e.zzor in Truss/LVL design or manufacture. The builder and the- truss: manufacturer are to ze•riew truss plans and verify all dimensions, spans, pitches, and quantities before =anufacture and shall refer any questions on loading or design to the engineer of record. L /A/ rez` I I Al w/,U�7d � I OMS C"o I I I cM'sCli I .�E 7,q of A16 t.., LV-IA/P o c,,,2 /n/ GX i rr/N G' AJ7.C, �vJR, �. SAIBfY NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIRE, -HINTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 7-10. 1. WIND SPEED= 139 MPH ULTIMATE WIND SPEED(Vult)AND 108MPH(Vasd) 2. RISK CATEGORY 2 CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE(V) 3. ir_TND EXPOSURE= CATEGORY$ 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT 6 EXPOSURE ADJUSTMENT COEFFICIENT IS 1--0 0"---- T.U. Chahal Licensed Professional i:neilT_er _ 531 S., S.A. 434-) Altamonte Springs, FL 32714• (407) 57,1-�SSi` FAX(407)521-$-1,34 PE 0040748 `� Not Part of this Plat 1 I — Fnd. '/�" Rebar Fnd. '/Z' Rebar (No Identification) 69.30(P) 69.751(M) (No Identification) s02��1.9' N 7' Utility Easement 2�t,,---�'------- 1 J p1 .� \ 5' Chain Link Fence N�Oo'REMOVED ���s^s� EXIST. 8" CONC. STRUCTURE PROPO,SED8 PROPOSED SEPARATION BETWEEN STRUCTURES Not Part of this Plat N Fu I Graphic Scale p' 151 30' Scale: 1"=10' •s � °° a' SheLot 4 d o7 8.41 . _ ._ C•g• Walls :- - � ``' � r-.. ...... Lot 5 �O .0 w PROPOSED N . .. 24.4'.... .. Wood CL 4-a v0\D 8'CONC. ADD. �.._.. �, ::::::: , i....: orc Fnd. 1/2" Rebar C) v 9 4 -. _- --� - �5�3 No Identification �}' One St0 Frame A2 42 ain Link Fence corY 1 7., M) 4 Ch a' 2 �: RGSId� _ _ 142° .- � ���e �� W�__-o +\ r .:....... .........18 .........- 0 Concrete --� 0 0 `�- 33 °' .... 6 •4 �£�- Sidewalk 4 G O G Concrete _= g1 22.2' r• A/C Pad -� Fnd. 1/2" Rebar rr 18.21C`� �� rr (No Identification) REVISED DRAWN BY; � VV OU T7. Rfd Concceie 91 �S091.52�(M) Lot 6 0voip �0\0 Gravel, w K--- j� Driveway o N 9� X4f90-� � Redding Place o �ASB� 0 ��---- (Asphalt Road) (50' Platted Public Right -of -Way) O Fnd. 60d Nail LEG LOT 5 REDDINGS SUBD PB 8 PG 20 PLOT PLAN Scale: 1"=10' SAN or?o 0 �c, rF_ . #1`x`1744 NOTE: THIS STRUCTURE IFAS BEEN DESIGNED TU MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R30I DESIGPI CRITERIA AND INCLUDING ASCE 7-10. _ SPECV434EDIN: 1. WIND SPEED= 139 MPFI OLTIMA'TE WIND SPEED(Vult)AND 109MPH(Vasd) AROJECTMURALPLANT 2. RISK 2 ARCHITECTURAL PLANS: MUSE, ADDITIONS AND GARAGES ENGINEERING PLANO:61FECIVIL, SEP FFCAND SUBDMSIONS DWH RUCTION j CUNSTRUCTZON TYPE= SINGLE. FAMILY RESIDENCE (V) i 3. WIND EGORY 4..INTERNALOPRESSUREICOEFF'I.CI S �/J �� N'T FOR ENCLOSED ➢_ LIILU'1'NGS IS .'lU AND FTEIGFIT S EXPOSURE; ADJUSTMENT COEFFICIENT IS , � (,) � �" I' V o, O �c Phone: (305)280-5507 We Bring Visions To Lift j � . Email: ddbsweet@earthlink,net ---� PLOT PLAN FOR:THOMPSON MICHELLE K ' G" r l ADDRESS: 1814 REDDING PL T•5• CEieh,� k SANFORD FL. 32771 r.; ' Liceed Professional Engz>1ee�:, 531 S.; S.F.. 434 V/ Alta:.:dnt. goring:, FL 3271.9 DATE: 05/2014 SCALE:NOTED PAGE: (407)52i-:•1517 .. PAX (407)507.-�i39 • PE 0040746 4 OF+ REVISED: ' a _ _. _ - i _ � _ - "� �� . �� ,� , ��.