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Plans 1981 Mipaula Ct (vault) MINIMUM E K A.r,,T, ACOUSTICAL CEILING TILE 5W.H. ELECTRIC; WATER PEATER MIN. 1.5' 61D -YARD SV54: �-- - - -- - - - - - - - ELEVATION ADJ, ADJACENT N.1 C, NOT IN CONTRACT NOT TO SCALE r- -- - - - - -- - - - - - - --,T - - - - - - - - u N.T,$, A/C AIR CONDITIONING UNIT Exk EXHAUST O.G. ON CENTER ALT, ALTERNATE EXT, EXTERIOR ALQM� ALUM I INUI-1 Fa FIBERGLASS OFN`i OPENING AUK AWNING WINDOW Pik. FINISH PT FAINT BLK. FIN,CLC. FINISHED CEILING P.v,c POLYvINYL CP40RIDE W4 BLOCK ,W ,%W E , _ TR T.Ew f§��utfl fiLlf it goo RD, FLOOR DRAIN BLDG, BUILDING B.U. BUILT-UP' GALV, GALVANIZED REINF. RENFOR(_ GL.GALV, GLASS BLOCK WINDOW REQUIRED GAB. CABINET GYPSUM WALL BOARD RISER CPT� CARPET GWB C.I. CAST IRON wPW. HARDWARE RD, ROOF DRAIN CL. CENTERLINE 14GT. HEIcxwt 51 I. SINGLE HUNG WINDOW C.T. CERAMIC TLE WORZ, HORIZONTAL SWT. SWEET C.W. GOLD WATER H.B. HOSE BIBB Sim. SIMILAR I,40T WATER SL, SLOPE CONCI CONCRETE P.W. ic.Atl*45 40 C.M,U, CONCRETE MASONRY UNIT I'D. INSIDE DIAMETER SPEC, NEW BRICK PAVER CONT, CONTINUOUS NSTLI STEEL 5UL, INSULATION DRIVE w/REUSED cj. CONTROL JOINT JAN.' JANITOR TwK. THICK. TONG f4o cr-.m. CUBIC FEET PER MINUITt JT. JOINT ,U15 AND GROOVE DH, DOUBLE PUW LAM, LAMINATE (D) TYR TYPICAL p1sp, DISPENSER WINDOW LAV. LAVATORY VERT, VERTICAL DOWN MASONRY OPENING V.C,T. VINYL COMPOSITION TILE 00 wic, UALK�IN CLOSET DRAWING MATL. MATERIAL EA. IEACW MAX, MAXIMUM WR5W5_ WATER 1OZ61STANT GYPSUM Fel Et-EC, ELECTRIC W MECR MECHANICAL WIAM, tELIpED WIRE MESH MTL. METAL WATER CLOSET ELECTRIC WATER COOLER MP, METAL PANEL UP, URINAL u U wit FRAME XlStNG BRlrKPAVtR RE51DENGE WALK Tb REM A 0 REUSED ix N SILT PENCE w/18 OZ.NYLON REINFORCED PvC.FABRIC(W P61 TEST) p'-O" OC. ON WOOD STAKES #MAX,r p +- - - - - - - - - - - - - FLOW GRAD ESk' KFILL FENCE AFTeR PLACING PENCE I T I EXISTING CORC, W_ DRIVE TO 155 w 5001T'T' BARRIER - T - - - - - - - - i - - - - 1 11 AiiiilA 11 V�ACs'jA­:iI1_v11 li I I.PLACE PENCE AT ENTIRE PERIMETER OF SITE AS SII401N, 41f 2,FENCE MAY BE REMOVED At WORK AREAS DURING WORK, - - - -- - - - - - - - - - - - - -- - - - - - - -Nm PERIOD,BUT SPALL BE REPLACED AT THE END OF WORK 15 6 PAD PERIOD. STAKIP TURBIDITY BARRIER N ov 02' 14" 5 UJINE) LD ST IF E EST IF E D-PE Vf T7 OUS NRFACS DATA: !MFERvt WIND DESIGN PER FBC 2WT TABLE 160%23(2) SITE PLAN SITE AREA: l0kt4 SE. (D. _BASIC WAND 6FI550; 120 mN 2,(o&l 5F. F IMPORTANCE FACTOR: I EXISTING HOUSE AND PORCH 635 S.F. w EXISTING,DRIVEWAY AND WALK I EXPOSURE CATEGORY: 5 EXISTING IMPERVIOUS SURFACE AREA: 3,496 S.F. v EXPOSURE CILA65IFICATI�,)N: ENCLOSED . .... MEAN ROOF HEIGHT ZONING EXISTING LOT COVERAGE IMPMAQU5 32folilo !I z DISTRICT K6.1 4�16 5P� NEW ImpeRviOU6 5UOACE AREA: r)FGqI5F_S(5tlV 1 20' NEW LOT COVE 7- HIM FRONT 0 1(D EDGE STRIP 20, 01 0 - ....... REAR IMPERVIOUS W ALLOWABLE LOT COVERAGE 9-� IMPE �OMF01ENT AND CLADDING WIND LOAD6 (EACH) EFFECTIVE WIND AREA(SP) ADJUSTED WIND 40AI�,WPSF) 14,11 U < < P4 0 z 50 131 -21.4 'CIO too INDEX OF RAWING51 NORTW 10 141 41.3 Av 2 INDICATES DIRECTION OP NORTW e ATION: �ATA bL . .... T-1 TITLE WtET,SITE PLAN,D w (D 2- 20 13A -36.0 FLORIDA BUILDING CODE GROUP R3 - RESIDWIAL A-I FLOOR PLANS w 131 -53* WING NUMBER A-2 ELEVAT16N$,KHEDULE$ DRA 2 A-3 ELEVATION$ 2 too 10,5 $ ION A-4 WALL SECTIONS ErT SWEET NUMBER WWERE TIFE OF CON5TRUCTION A-5 WALL SECTIONS SECTION 16 DRAWN 3 A-& wALL SECTIONry $ URSPRINKLIED A-1 DETAILS 20 13to NEW rON6TRUCTION TYPE V! 3 15-1 FOUNDATION,FRAMING PLANS DATE OF baa - 131 DOOR AND WIN OW IMPA(T PROTECT 3 DRAWING NUMBER S-2 PLANS ISSUE t To BE PROVIDED ACC NO TO SECTION 'PEP ORD N -4 DET EPTION - 1/16" WOO RA SPEET NUMBER LLWERE ELECTRICAL PLANS,LEGEND i2,n-os 100 1 AIL 0 STI,0JCTU L 6-3 NOTES,Sir ULE6 164614,EXCIE E-1 -26.1 @�_ NEL -D AND STORED IN 4 10 ms DETAIL IS DRAWN PA PRECUT, IDENTIFIE DRAWN BY: A R4 FASTENERS ACCORDING TO TABLE 160614 y Af ,GE wITP. FA j- I A 232 -23A L L) eivt r 10-1i) 4 ELEVATION LETTER EXCEPT GARAGE DOOR 4 Iw 113. 21.5ELEVATIONS A-5 SHEET NUMBER WHERE -341 ELEVATION 15 DRALN OF THE UJOR<- AFFLIC,45LE GODE&I. SHEET NO. 20 24.1 CONSTRUCT NEW TWO CAR GARAGE WITH MASTER SUITE LEVY ABOVE,MODIFY EXISTING GARAGESPACE TO LAUNDRY FLORIDA RE51DENTIAL CODE 2001 501TION 5 2 DOOR ROOM AND STORAGE AREA,ADD CovEREp pORSI4 AT pi (WIDA EXISTING BUILDIW's CODE 2=1 EDITION II A I I , i U0 MAP„�. I 1 I I I I f�� I i I j ! N 2 Sx8 YELLOWWOOD \ HOLLOW POST Wf j%'y THREADED ROD. TYP. i I Ili � I - II 8x8 YELLOWWOOP i ► I NEW XISTINC wI�LO�u POST wr Villa _ I tali I I THREADED ROD,TYI®, l:r+ ;r I M '"4 .I P Eyp � I � _ I 4 , I .; ! BRICK PAVERS 1 - - - - - II GCN1T.TRENCH DRAIN OVERWANG AE}01tE , DRAIN 121. — I M Lau II f I ! IAL 'u SHEA l 1._. T� I - - U 2x& STUD$ -2' _ � � i i! DEM EXISTING WALL , I w All P ul N Itu rll!LT-fN I CI BENCH-- ---- c ! til Iu ! , -! ---- ------- -' 1 zi I I I d0sa ;, ----- ------- �i -r l7 : IMT _r I , AL GN z - PRovI . GORE COMPLILaNT STAIR GUARD f—�--\ - I I T I A-5 i RAILS,I NDR IL$AND RAILS AT LANDINGS, c� DEFT LANDIWi SEE FkC R312.ILMD-R 2- - — — — — �Qy1 RAIL11 SELEC40 TIONS TO BE BY OWNERIt v�rl a — iI \ - > IBRE ,L it : C I f I I \ q W r , uwl ! I w'� it-T-`� i \\ `' � I �i rte, l W I SUMMER , I r uH, ! I! , ! I. I _ - - - - - - - - - - i - - - - - - - - - - - - - - -- — — _ _ ..._ _ 5NEARWALL — — q — — — — — — — — __ ,� >A/� � s� ,k., � �,;1 ! .�,�?. ID � �DATE OF COMP PAq iEM �Xi fiI W � t� ; 0°# PVC DRAIN — — — — — — - 9 ISS'J�" T>�d0 UJOi�, EXIT Gt TO BE MODIFIED FACE OF EXISTING HOUSE A-� EXISTING R�SIDENC � DRAVvrN BY: „ ! ! ! ! 6” EXPOSURE CEMENT F15ER$10ING ON NOUSEWRAP ON t%°NOM.STRUCTURAL ` r fiN! it 11 it it I 1 ' E A N� --- - ! if ii q i III Ii I I I ! y ! it j ! 77 T �I !! ,f , I : - -- - I , f ! n �I TYPICAL WINDOW TRIM Ex15TING UN[�t?W rT1 ! i TYPICAL CORNER 50ARD �. _ FIRST f`�OOR + �SRADE ' I � - w.. mp WJ T ELEVATION SCALE: 1/4`=I'-0" 00 DOOR &G�4EDULE �. A FRAME MATERIAL — — MARK ROS 1 ER I I: . .. RSM TO: SIiE MATERIAL TYPE I� lWa NOTE A= — — — — — — — — — — — — — — — — — — — — — — — I ! r 2 EXTERIOR GARAGE 1601P WOOD d:N. WOOD SNEAK WALL -- 1 3 MALL GARAGE 186$ MOLDED SWINGS WOOD 20 MIN. 2. 4 STORAGE UNDER LANDINGS 2850 WOO SWING WOOD � 5 EXTERIOR STORAGE 3068 WOOD16L SWING, WOOD HALL STORAGE 2868 MOLDED MING WOOD 20 MIN. 2 1 LAUNDRY PANTRY 5068 MOLDED 51F` D WOOCS = i � / 8 LAUNDRY EQUIPMENT k068 MOLDER BIF©LD WDOD - jl WILT-IR 50MCA�J'E0 3 _ 9 LA41N 3RY STQRAGsE 4068 MOLDED BlFOLD WOOD 10 LANplNCz GL05ET 2468 MOLDED SUllt WOOD * .. -- 11 MASTER BEDROOM MASTER PATH 1668 MOLDED SWINGx WOOD z u 4�J,�1.� • �' ATT{G i I I 12 MASTER BAfP W.I.G. 2668 MOLDED POCKET WOOD - - — _ _ _ : ACCESS 13 MASTER BATH WATER CLOSET 1468 MOLDED SWINGS W 06 I ABJuE 1. i N 14 MASTER BATH W.I,G. 2668 MOLDED POCKET WOOD - - -- - TEMPID GLASS I 11 � 15 MASTER BATH �vk�C3U11=R 20-- GLASS WING GLA55 I �r I MASTED BATH I INEN 2068 MOLDED WINO WOOL - _ SHOWER �► — -- - - - - - - - - - - I'I STAIR MASTI=R BEDROOM 186$ MOLDED WING 11 - � 18 PORG�I SCREENED PORCW :068 WDtSCREEN SWINGS WOOD - ; cvr ©tnr3.,._, 4t1N1)t Y . - 26bf�v MTL SWINGS. WAD 4- I _ f � I 7 I z 1.REPLACE EXISTING DOOR !N EX15TIW�s OPENINGG. 3. i ! 2. LfD SORE : I WILLI i WINDOW 5GkEDULE .2 REtJIREp a V A \ WINDOW .EX151ING DSR AND)=ROME TO REMAIAI r 1 ER IZE MATERIAL TYPE CSP RATlWG NOTES \ 4 ' MARK Rte 1 t?M S , WALL 3050 VINYL D.N. +14.'1, -26,9 W 8 GARAGE 3040 VINYL D.N. +24.1, 40F$ SMEAR WALL OM FINIH G�EIDUL VINYL DA +24.1, -2b.9 340 ;, GsARAGsE - UL I D SAE 2640 VINYL DN, 9 FLOOR WALLS CEILIi . _ IN15 N NE NOTES / + 4.1 -2F�.9 BASE MATERIAL FINISH MA1 ERiAL EIN15N MATERIAL E 5 — I _ STORAGE 3040 VINYL D.N. 2 � ROOM — — — — — — — — — — — — — — — — — _: }24.1 -26.9 - �AR�E _WOOD CONC. PAINT �t ,: Y � PAINT E L,ANDINGi 3040 VINYL D.N. , VINYL D. 1. +24.1, -2+x3.9 - _ STAIR WOOD,_.. . CONClWO4D WOO . GW15 PAINT G�WB FAINT VAt�I1� ! 1`=11" I'-U3" 3' 11.. �`��, Cs MASTER BEDROO"1 X050 (N L f T PAINT PAINT '� VINYL P.14,P.N. }24.1, -26,.9 - wTORAtsE WOOD . EXIS,,CON - , - _ „ 2'-0" DATE OF J MASTER BEDROOM 3050 V L _ _ (3 � VINYL, D,N. X24.1, -26.9 - LAUNDRY WOOD CONIC, WOOD GWB PAINT GWt5 PAINT 9'. L 5'�i 4" 5'- 5 ISSUE K MASTER BEDROOM 3050 _ MASTER BEDROOI 1 26"0 VINYL D.I . +24.1, -26.92. MASTER BEDROOM WOOD WOOD WOOD 9' 30, 1" 124S-OS L M MA6MR BATH 2640 VINYL D.N. }24•-1, -26,9 MA6TER SATN TILE WOE) TILE WRGWB PAINT WRC�WB PAINT S' _ . DRAWN BY �'_ . AtCrs r� ^ �� n vi>dYI 0-w. +24.1. -26.9 - WALK-1N CLOSET(2) WOOD WOOD WOOD GWB PAINT GWB PAINT 9'+ - 1- F� .. - — — .-.,. .,,-, —— ,.. ,.e..— ---, , 4l i t I ' , i , I , , Y 1 : I I 13 ' I , , I I I, I I - _.-. : it , 1 I ! ! OW TRIM rYt�I�AL UaINc�- �_ IE : s EXISTING UUNI , TYPICAL COWER POAR0 METAL FRAMED %REP-N 9NCLOURS , was , r , CaRAt�E : EX1�iTINf� t[ ATION Ijil � x , -------------- f � h � r t s M II _� METAL ROOF N GRACE SCE AND WATER PL'5!$ Y Q W1 Sk,11ELC� �1 tbk"�D SLUE �t hiCs ON FRAMING 24" O.C. I „ EXPOSURE Iii No. I CEDAR 1 j { it I� 5!�INCsLES 4N TYvE► Wp✓45 WRAP az lO 112:, SWEATN(N(x 2x STUDS fl i II �I j : I6” 4 .,TYP, —H— ROOF BEARING I I! TYPICAL WINDOW TRIM EX15TNO WINDOW TYPICAL CORNER WARP 4 ! I 12 W EXPOSURE P.T.No.I CEDAR P , : NiNfzL.�S ONTYvEK(�auSE URA ON = XISTING SNEATPING 1 12 I - , ! jl , t , I , I , : , : W : t pp I P ( I X14=TAL FRAMED � Si ENCLOSURE SYSTEM f , NEW OVERHEAD 6ARAG I ' t s I; AS SELECTED SYf DATB t ' j i , I > IER,DR : }1' ,4, - 21,E I : I I I I 12'2a I , I I I I ! I I I I IDRAW I ! GARA§iE TOP OF BLOCK PG U C w Q1 "'.7,01"4-- .—. --- _,- EXi rl F .- _� .�. . .. ..,s. ....- .-. ._.. ..—,..a w r-.--- --- _ fXISfiIN MU F ND `ICN OPEN SHEE'. /—TYPICAL A-1 UHNDOUI TRIM TYPICAL eORN R BOARD EXISTIw;%UNDOULI 'E\/ T C��I, j LE` �..►,,,� SCALE: s v METAL ROOFING ON GRACE ICE # WATER ( SPIELD ON 1/2" PLYWObD SWEATWING l�*I i C iI METAL ROOFING ICE # WATER ON WOOL) STRUCTURE � 24" JC. I $WIELD CN {2" FL $WEATHING { I ON WOOD STRUCTS Q�C. EXF 066 D RAFTER TAILS ( TYPICAL, A- I2I I2 iii - EXP05ED RAFTER TAILS 44 EXAED RATER TAILS TYPICAL G� PREENGIN15EREl a•�' A-1 PfcEENGINEEREWOOD TRUSSES 24" I -__ � ��..�.�..����„ ,,. Off„TYR, � H OC„TYR. I i E FdAI'1 ICYNEN 1 IC E FOAM INSULATION NOT SHOWN) �Ef i 0 's I YNENE 1 AM--�✓ IN11, LATI _ TION INGOT SROW — . { $U (NOT SI-IJ I I f i MAIN SECOND FLOOR R BEARING r "- RFAR .. _ '- . 'l " wI SMQOTH f`1NI TYf , f 1 `��"" w!ShIC�OTW FINISW,TYR, I 1,0j°GtJ j wl 6MOO11I FINI$H,TYR, i • t 1 - SIMF''aON>a�.SA t�/�-$dxlt�" TOPSONa. At -$ xlt/4'" I _ I - SIMPSON H2,5 wl 5-bdxll/a" RAFTER # S-Sd tt�PLATE I � TC t1�ii$� #5-8d TC PLAtE I I I TTP.EA,TRUSS I 00 td RAFTER # 5- TO PLATE TYP,EA,RAFTER TYR,R, 1YP.EA.RAFTER ---- --------- li _ it ! _ 6" EXPOSURE.P.r.No, I CEDAR i 1 SWINGLES 04 TYVEK POU$E WRAP Q? ON 112" SPEATWINGs ON 2x STUDS ROOM t 16" OAC.,TYR, ! , i VINYL DOUBLE PUl3 i i , WINDOW MASTER ED _ MASTER .i i i MA E 15 � �XP05Er) RAFTER rAil� i SIMPSON A34 ANGLE w/B-Its xWi" TYPICAL r NAILS,TYR.EA. RAFTER: , 4 ifA'-1 0 i ,t $IMPWN A34 ANGLE W1 0-10d xly2" NAILS,TYR.EA.RAFTER LIAR D FLOORING E 115y FELL ET ROOFING ON GRACE ICI= s WATER u PARDW-00 FLOORING ON 15y FELT ON E-1A�;C� D FLOORING ON 15�FEL ON ii 3f,�„ PLYWOOD C>CG»GLUED AND HELP!M "Vi" I?Ll'UlOQI� �EAtkdli"lCs <" PLYWOOD DECD GLUED AND � NAIL TO FRAMING. 14 _LYWOOD DECK GLUED D If NAILED TO FRAMING. •••�••. �,-- NAILED TO, FRA' IW4, 1!. MAIN SECOND FLOOR TO OF SUSFLOOR L IN SECOND+ PLO TQP OF SUBFLOOR Ib" F 16" Ftp, R�'i lS 5i�016,10 . R TRLIS I6" Iia" i=L T ' if SEES I ' C ----}—� !w _ - s;: ,�,,,,,m ..�... -.-„,�., -.�.... ----•^- r--� 1 t M $ECCNCFLOOR FLOOR TRUSS BE R NG C0RFLOOR TRUSS BEA I ” TYPE ..X..G wt$MCOT�FINI$F, ii Iia" TYPE "Xr GkLe wt SMOOTH FINI$W, Na , TYP. GARAGE it Tyr-,. GARAGE a �i! 1 - SIMFd W : b !! C!t"AM It �---_1 - SIMPI t�i.5,4 wt 5-Sdxl�r2" Ii UL TION UI i IST 4 ! , s TO RAFTER € 5.gc} TO[SEAM TYR.EA.RAFTS i TYP.EA,RAFTER 3-1. 5"x16" LVL BEAM I i (TYPICAL ALL NEW FLOORS,WALLS AND RO, F$1 2x4 WOOD FRAMED WALL R-13 BATT INSULATION � iii � 2x6 FRAMED WALLS R-19 BATT INSULATION ', 4. . ALL ROOFS R-30 FOAMED IN PL LATION lif FLOOR ABOVE GARAGE R=IIJ BATT INSULATION i WALLS AT ROOM$WITW WATER CLOSET R-13 BATT INSULATION (AS ACOUSTICAL IN9U f I i WOOD SPECIES, Iii GAGE DOOR m VLL PLATES ON CONC.OR HAS"Y - YELLOW WOOD ! i ( TREATED No,2 SYR OrI ER PLATES Na.2 SYPA I! , ;L; � Nf ADER$ - No.2 SYR. $TUDS - "2 SPRUCE F'IPdE FIR EXF3OSURE P.T,No,i CEDAR '- MISE. ANY ABOVE INGzLES 01d rYYEK WOUSE WRAP /� RA iii ON t%;" cEArWINf ON 2x SIUPS i ALL P.T.WOOD - YELLOW WOOD i ALL FASTENERS CONTACTING YELLOW WOOD TREATED Ib"O. :, TYR, i LUMBER$HALL IBE STAINLE55 STEEL OR WOT DIPPED ' I GALVANIZED. ii I i ( CONT.TRENCH DRAIN W 4" TPICK VW P`v-I FIBER REINFORCED i! CONCRETE SLAB ON$MIL PVC VAPOR FIRS1 F BARRIER 95%NODIFiED PROCTOR � FIRST FLOOR+�NEW HALL � �-- NOM.FLOOR GaARAGsE FIRST FLOOR NEW 4AL' ( M F Attr'A� - COMPACTED FILL w/TERMITE TREATMENT,TYR, t it NOLOQR Gj G " E _ p _ \ \� \r\f\\ \/ /� G E l� /i /✓�- \ a \ \ \ \ FI F St TjHQUSE T FS - . OF EXI�TNCHO��� ATE ,/\ \ t11 T.�CTTF. ` METAL ROOFING ON GRACE ICE AND lUAT�[ SHIELD OR EQ',ON 11/7"NOM.STRUO7URAL PANEL D�GKiNd NAILL w/(SIN 4WI '1Llf, u O.C,AT PANEL ED095 AND INTERMEDIATE 23' 4° !�# SUPPORTS AND * 4" O.O. * COMPONENT AND CLADDING EDGE STRIP#3,TYP, 5'=4" METAL ROOFINGON #�E AND WATERSHIELD OR EQ. Ch1.STRUCTURAL PANEL DECKING NAINo SHANK NAILS. 9 (V O.G.AT PANEL E INTERMEDIATE SUPPORTS AND * 4" ENT AND i CLADDING ECCE ST P, ExF�05Pn RAFrM ralL6 TYPICAL I� NGINEER�� 2' O" A= ��. TRUSSES� 24" � a PREENOINEERED O•G WOOD TRUSSES 4 24" —�.�.....,.,, --- I [„' O.C,TYP. ICYNENE FOAM i INUkATION 1NQT 1 INSULATION(N4 1 ;i ' ty3n O TN FINISH,T it t ` it 1 1 iii II 1 1 if I 1 ii j II 1 I SIM H2. A w/5=BdXif�q'' II iI III i 1 ii 4 -$d TC?PLATE I iI I SIMPSON N1 >+r l�� t : Ra n 1 I p 1 T P.EA.RAFTED u To TRUSS 4 5,it tATE ii TYP,5A, TRUSS f'I Ili � .. ` it II � if I I!I I II 6 EXPOSURE P.T.No,I CEDAR it it SHINGLES ON TYvEK HOUSE WRAP p.1�I - ON 1/2,, SHEATHING 2X STUDS it � if If a 16 O,G,TYP. II - ; I+ it l is NA 1� S TTERIN li k u b' EXPOSURE P.T•Nc.i GEI)AR if Ii I it !� - SCALE: 1„ : SHINGLES ON TYvEK b�OUSE WRAP o � 1 'vz f If If `,Vitr`�XG 'N�' a IS„ O.G„TYP': : f I STRIP EXISTING x SNi1 xLE5; IN�vPEGT DECK i I MODIFY I5XIsTING- 1`RU55ES, INSTALL O AND RENAIL 5 RECE55ARY TO COMPLY WITH X24” PLYWOOD 6U55ETS EACH SIDE OF it EACH TRUSS,NAIL GUSSET TO tRIdSS w1AVAL it GC.QE71 I bd COMMON NAILS 0 4" GSC, if I ALTERNATING I" FROM CHORD MEMBER �i if ! E. INSTALL GUSSETS BEFORE if GUTTING SACK TRUSSES, I it 3r`T4G PLYWOOD GLUED AND NAILED I ii i I R TRUS$ES,S FRAMING PLAN d i n _ %14G PLYWOOD GLUED AND"LED I ---4 --- ----- - . ON FLOOR I FLJOR if TRUSSES,SEE FRAMING PLAN s TAIR CONT.METAL FLASHING ' it , n- If rit i _,.. _- - ------ NEW GUSSET 1 ' n i I _ 1X4 TRIM;CONT. � . — ----- ,, r , i ! C'1ip III w I __----- ,i _ _ _ _� -- —� �. (_ , 1f4" PLYWOOD SOFFIIf T - i i I' li PR4IDE GORE COMPLIANT StAI _ARCS ifii RAILS, HANDRAIL A:ND RAI S A1` II�INGS. III Iii I m - I ! `- n..► i..wrcwntn 1 AA.) If I I .7C; ri�V m.7tii a I, rirr.r ill I ! —=___I (AILING SELEGTI 5 TO BE BY : If r ! lr r 2X8 s I O.G. M II, ' II RAGE GARAGE i ;; � �" EXF'dSURE P.T,N�:I CEDAR �i � WALL I S�tINGLES ON TYvEK HOUSE WRAP I; (0' EXPOSURE PT,No,I CEDAR ,_ I i I I ' � . ` II � � '�`z SHEATHINC4 C,�t 2X STUDS G � TYvEK NORSE WRAP C7 I I, SHINGLES ON it I If" O'C':,TYP. !i ON iz" SHEATHING ON 2x STUDS it I � m zo II i O.C„TYP. I ii I �'P i F 2 1! I I �III ' II i I I{ ' I I III I it II j 2XI2 PLATE _ n 0 NEW HALL - �!i I ij I , IRST; L.00R li l 4 DATE OF XISTIN H * --- �. >I;T FI _ _ �i� _ - - '—` , AAjAAjVAjAA/AA/ G -•-- , � SLAB ./V//VA//VA//VAS 12-29=�9 I. EXISTING GARAGE i - p .�j VAjAAjAA q _/AA/A//� DRAWN BY: NEW,CE ILIWO,T40 IX& ON 2X& CEILING JOISTS s 24" O.C. EXISTING ROOF OVIERPANG TO 6x8 YELL01,1A00L, HALLOW POST AS BEAM,SEE EXPOSURE P.T.No I CEDAR ORIENTATION 5WINI ON TYVEK HOUSE WRAP ON EXISTING 5WEATPING; I. CONT.METAL FLASHING I II METAL ROOFING ON GRACE ICE AND WATERSPIE�LD OR M ON 1/2"NOM,STRUCTURAL EX15TIN NEW P.T.24 w/2- 1/24 THREADED II txei YPILLOUXOD HOLLOW PANEL D5-CKIW,,NAILED w/ RING S14"-NAILS II POST w/ 1/2"o THREADED ROD, * 011OG.ATFAR51LE ;sE6AN0INTE",DIAT8 ROD EMBEDDED r" IN SUPPORTS AND 19 4"O.C,* COMPONENT'AND EXISTING 5LOCK w/EPDXY, 0 CLADDIW,,j EDGE STRIP 43,TYR. II 4a" OC, ii 12 ► eXpO55[) RAFT�R TAILS 4 TYPICAL P.T.24 24"O.C.ON pT.2x8 W/2- �"o BOLTS PLAN HANGERS,_SEE ICYNEFO 2 PT,2xf) INSULATINEON SNOT SHOWN) u U MAIN%CORLOOR ROOF BE OF A ING OPEN Gw/SMOOTH FINISH,TYR. 0-0 I - SIMPSON H25A to/5-adxl"/,2Atl TO RAFTER 4 5-8d TO PLATE TING TO REMAIN EXISTING FOO TYR,EA.RAFTER It ryl f 12 A A TYPICAL POST FOOTING 5ECTION." MASTER BEDROOM METAL ROOFING ON GRACE ICE AND WATERSWELD OR E0.ON 1/;'NOM,STRUCTURAL E ICE AND IS METAL ROOFING ON GRADE OC.At PANEL EDGE$AND INTIDVEDIIATE CKING NAILED w/ SHAW NAIL z PANEL DE RINO SUPPORTS AND * 4" O.C.* COMPONENT AND O.G.AT PANEL tOa, 5AND INTERMEDIATE CLADDING EDGE STRIP 13,TYR. - CL DOING TY $1 P 3,TY' u HARDWOOD, FLOORING OR 151 FEL ON' II wo DECK GLUED AND CUT BACK EXI5TIWs OVERFRAMED .0 MAIN SECOND FLOOR TOP OF W5FLOOR T NAILED TO FRAMING- I GABLE END AS 5P(XN FTP NEW 2x4 FRAMED GABLE END WALL w/ Ile" FLOOR 1/2" 6MISTORAL PANEL 5149ATPINC-i, ICE ARE)WATERSPIELD MEM5RANE AND I- SIMPSON P2-r-,A w x CEDAR 51-{INGLES RAFTER 4 5-6d TO y TYPE -'X-'GWB w/SMOOTH FINISH, ISI BEAM,TYR, i TYR,a GARAGE spiw EXROWRIECEDAR �,,L8$ON TyVEK HOUSE WRAP ! itON 1/1" $PIEATHING ON 2x STUDS I,t METAL ROOFING ON GRACE ICE 4 WATER lov OC., TYP. EXISTING ROOF TRUSSES, SHIELD ON' 1/2-1 PLYWOOD SHEATHING DECKING AND INSULATION TO ON WOOD STRUCTURE 24"O.C. 2'- 4'-8" 11 REMAIN It f I II x --a TELLOw VERIFY EQUIVILANT I- . .i-- .- . . ---+ A a a11lc�AM 6jMtQ 1/t'-TO RAFTER 4 5-8d TOI i ORIENTATION Z BEAM,TYR, NEW Pt,2XO EXTENSION AT EACH El 01 EXISTING TRUSS To MATCH EXPOSEDU it RAFTER TAILS AT ADDITION 5"x$''5"x$'' HQLLOW P.T.P0$T THREADED ROD VERTICAL L GARAGE IE I j! I (I ,f I ? 'I � � M � (o" EXPOSURE F,T.No,I CE CEDAR OWWALE$ON TYVEK HOU 0" EXPOSURE R.T.No. I C SHINGLES ON TYVEK WoU6e WRAP 0 1 11 ON 1,1:" EXISTING 5P5ATP1I ON [/211 e'xIf2TIIl,* SHEATHfWj I I AND EXISTING FRAMING FRAMING AND EXISTING BEDROOM No. 3 DINING ROOM1 (EXISTING-1) DE I DATE OF ISSUE X ING (jRADE >7," ,,, ; . EXIST -4l- WN BY: \7 , /z� , 1�</ �;N\ \ DRA SONT.TRENCH DRAIN R6,A 1 F\777 X V L — — — EXISTING FOOTING TO REMAIN EX15TINO FOOTING TO REMAIN TYPICAL POST FOOTING 7 SHEET NO. , \ VA j r ii it SIMPSON BPs 1/2-3 PD.GALV,BEARING I I PLATE BORATE TREATED 51LL PLATE,CONT. 514" CQR>�I-R BOARD,TYF. 16"GRACE ICE AND WATER II =-, '� IIELp1I RTiALL Ft AM SILL SIAL AT 66RNER5 eo" EXPOSURE_P.T.No. I CEDAR 51,111,1 sLES eN TYVEK WOU51= WRAP ON !7" SHEATHING ON 2x STUDS s 16" OG.,TYP. t w r '10I� L . iTrFIALNGL A NOT TO&GALE A- SCALE: 3/4"=I'=0" - 3% H METAL FLASHING TO MATCH0 r ROOFING METAL,MITER CORNERS PIN. Ix4 3F�t Cil ! # _�• ROM FIN.2x _ �_ _- =a I "�,COWER RE INF, ( F - IT H[I'll ii U1111illif 11 Hill I mijll FOUNDATION PLAN °5 DOWELS IN FILLED CELL, SEE n � i i FOUNPATION PLAN! u i! u 8" CMW BOND BEAM BLOCK GMU 5 1 ED 5EAM G RE INS i. i 4" THICK 3000 P51 FIBER REINFORCED if CONCRETE &LAB ON 8 MIL PVC VAPOR � P.T.6x6 POST BARRIER ON S5%MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, 'YP. 6IMFedN ABU66 ON Niko ANCHOR BOLT w/ 12=IW NAILS TO POST GRAD RADE ii S" CMU,FILL ALL CELLS.." _.. _.. ° D 3000 PSI REINFORCED CONC,FOOTING 0 ----- -;- ---- w/ 3=05 BARS CONT.w/MIN. 301' LAP = r ---- d '3 TIES MAX 4$" O.C: r 3 0 FOS! rREINFORCEL GC iC.Ft TING v _ 71 6"_t 3 —. a w/3 ' BARS CONT.E.W. # r ' _ —� b" EXP05URE PT,No, I CEDAR 1 _. ,.. SHINGLES ON TYVEK HOUSE WRAP ON t'/2" SHEATHING ON 2x STUD$ 5I L Ib" OC,TYP, CONT.FLASHING ( SIMPSON A34 ANGLE w/ All: 2 T� I L U/I E) W TRIM �' I � FOOTING ( Ej ��I2NAILS,TYP.EA.RAFTER A- NOT T€ GA4.E 2 SCALE: 3/4"=1'-��� _ A-� SCALE:3/4"='1`=�" , 0 II I - SIMPSON H2.5A w/5=$dxIl.F1" :Y I TO RAFTER d S-8d TO PLATE � 1 I 2'- I TYP,EA. RAFTER "3 DOWELS w/ 12" BEND INTO STEM ALL COORDINATE w/DOWELS ( METAL ROOFING ON GRACE ICE d WATER METAL ROOFING ON GRACE ICE d WATER SHIELD ON Y PLYWOOD SHEATHING SHIELD ON 'Is" PLYWOOD SHEATHING ON WOOD STRUCTURE �24"OL, ON WOOD STRUCTURE � 24" Q.C. j � ( j W W --- - ---- --- =� z 04 1*4 15 BAR CONT, ! I - SIMP60N H2.5A w/5-8dxir2" + I " j 8" CMU,FILL ALL CELLS(*OF COURSES MAY VARY) + TO RAFTER d 5-80 TO PLATE i ` ( TYP,EA. RAFTER l i 05 DOWELS w/(al" BEND 4 FOOTING No. I Ixb TaG DI=CKIi _ I i � ! W� - � /,Mt• ! 1 �` METAL DIN,S GSE 1E E 0 ATR <C I �. — 0004ERS d MAX: 48" O.C. I- =_rt I!!a`!'' SHIELD ON Mfg" PLYWOOD SHEATHING I' � Io i , _ !ti ON WOOD STRUCTURE 24 O.C. _-- g DRIP TO MACH ROOFING GRAtDE (VARIES) ;I f - 1CYNENE FOAM 1 I ! . — No. I Ix6 TdG DECKING _ F .NSULATIIN(NOT No. 12xb BETWEEN RAFTERS r t _ ! w DATE OF rti.. 1— Mt- 1 nkw .. ti � 7QCT TC r C616 STRAP w! Il" END ZONE EA.END w/22.Od NAILS IN END ZONES ONLY, a 32" O.C,ABOVE DOOR Ii ;I SECONP FLOOR SILL PLATE I. PLYUJOOp BECK rT1 AM ----16" FLOOR TRUSSES,TYP. I; ! DOUBLE TOP PLATE f I" 16 LVL t, "! 2-'lz"o TWRE DED POLDi P6IT ° CONT:TO 6ECOND FLOOR TOP PLATE � l ' Hyl/WASWER AND NUT ABOVE BEAM, -7x6 JACK STUDS EA,END '. I ,I L _ �._ 344 JACK STUDS EA,END "1 8x8 YELLOUMD i WOLLOW POST w/ Y'! � I I � WI V i j THREADED ROD, TYF. , i ( w I -I SCALE: I qliL-- M Lu "' m ! 1 SIMPSON 4U w/a-6d x 1-1/2 it IRA.FT�R 4 5,4-N,TQ F`LtAfl - a _ I A6 ml - C� EYP.EA,RAFfEF3 >, ! I I � � •� I — BRACKET, TYP, C T E END I 2 Z, { 27w I , a �I A= �. � l y —� A=4` H x1 ` — C` I w a u.r i ' I I I CONI TRE C P DRAIN ri ;� N W I I F5 l 4x8 6 AM Lo n wOl1tIi4OlI1IX : P a.. i r _. — 1 �' .� r-Lu x ! 1 - SIMF'SON W2,5A wt 5 8d x i' 2 TO EXISTING ! i 2xI2 PLATE , a� I ! I ; , , ! ! ! I TO RAFTER # 5• TO PLATS I �" I FRAMING BELODU w/SIMPSON SDS � � ' I I I ' ! i4F TYP:EA.RAFTER I0 " r - 4f' G +P r" " W$ TWO PER FRAME: AL Graf : ,ix� � ! �-5 � CROSSING, P. I I : i AT AREA COVERED BY OVER : I ecsnr.tlFdl af;olO FLIIN1:.1 C Akir) a I! I� ' � I rqv,+: w�wi v,rte:., yr•,.,..�..,. ._....�. ;, f ! t ! 1 ' I I , ... { 1 n UNDERLAYMENT AND VERIFY BECK ;! j I; !------ I I ! I ! I I 1 4 TfIGK 3 PSI [ K I Ii I ! ! ! i -- A-4 NAILING TO COMPLY WITP CURRENT ! I ! I a m� ; ( I I p CONCRETE SLAB ON s MIL PVC VAPOR ; rt I BARRIER ON Slo MODIFIED PROCTOR REO4 REMEi�TS.RENAIL A Fl ITE TREATMENT, f I ( COM LL NECESSARY. (i t�" LOO I TRII ES a VE IFY ! 1 ' ! j w/ T; RM TYP I ! chi I� COMPACTED : I ( ( I LA T TW T�JSS tUPPL R L 1OUT I c? � , : 2x 24" O TYP w � i 1 L , ! 4„ DROP I I I _ !: ! ! j ! - EXISTING SLAP I I I L Zx IDs ; \ 2 � 24° .c�l'YP,�� ' Iw F 1 4" TWICK P�PSI FI ER REINFORCES II F I ( I ! I I I ! I `` ; CONCRETE FILL OVER EXISTING SLAB A= I I ! I ' I I I 1 I ' � I I ! , � i I � ' '� , ! I ' ! 1 � ! i � Q ' CLEAN A?yp SCARIFY X15TINCi SLAB 4i Lu NOM.PLYUJOOD DECICI NAIL"DI 1 " I I ( i, I "_ I ! z I ! I ! I F I III fl I ' : I I .. w/8d RINO SWANK NAILS 'C, , PANEL CGES ! � I I AND INTERMEDIATE AND 4 O.G. I ;61I I AT COMPONENT AND CLADDI E "1P I I :za ! { ~ z i I ' ! ! it on i 4' : I. I ; : ! I , I : I _ I , T - - - _ WOOD TRUSS NOTE 1. ALL DESIGN DADS SHALLPER LtJRII�A B-UILI 1Nt bl� EDITION. SEE SHEET T-1 FOR WIND SPEED AND EXPOSURE FACTOR. 2. SHOP DRAWINGS AND CALCULATIONS,PREPARED BY AND u SIGNED AND SEALED BY AND ENGINEER REGISTERED IN THE STATE OF FLORIDA, SHALL BE SUBMIT' ED FOR APPROVAL PRIOR TO START OF FABRICATION. BUSIVIISSLON SHALL INCLUDE GRAVITY LOAD REACTIONS AND UPLIFT REACTIONS FOR EACH BEARING POINT. �. ROOF TRUSSES SHALL BE DESIGNED FOR REQUIRED LOADS r� AND ALL STRESSES ASSOCIATED WITH HANDLING, TRANSPORTATION AND ERECTION. 4, ALL BRIDGING AND BRACING,INCLUDING ERECTION GRACING, REQUIRED FOR THE FINISHED PRODUCT,SHAM,BE DESIGNED AND FURNISHED BY THE TRUSS FABRICATOk 5. TRUSSES AND TRUSS CONNECTIONS SHALL BE DESIGNED ANCA PROVIDED BY THE TRUSS MANtJFAOTtJRER, oil B. SUPPORT FOR CORNERS OF THE ROOF$HALL BE DESIGNED AND PROVIDED BY TRUSS MANUFACTURER.FASCIA IS NOT A STRUCTURAL ELEMENT AND MAY NOT BE USED TO SUPPORT CORNER JACKS. 1. SPACING AND LAYOUT OF TRUSSES SHOWN ON PLAN MAY BE MODIFIED BY THE TRUSS MANUFACTURER WITH APPROVAL OF THE ARCHITECT: _ f � I TYPICAL POST FOOTING f AT AREA C4YEtRE D SY OYER FRAMING,STRIP>*3WWsLE8 ANP I NAIt,M-TO I-Y WITH :. f � €� A.�," ?=biP14i Obit U!! I3" ENO zow REQUI�iTS.RONAIL A5 ;�A�tY. �► '� 26-ad NAILS $TWI�SI°.3ELf2tlt B1"��A> Vly YELLOWWOOD 1 YELLOWWOOD n� t `� 1„40 L T tu/ i" POST w/ '450" T PER FRAMTYP. L xI GING.T`f'P- MATE I- SIMi t LSV w/ 4 D M AILS EA.R4FTEl 2 Y10/2 " -6 Ixt-L A-6 f ® � l A�4 �z _ � .. �;n *- 6NO.I P.T. j FITACT POST SET MIN - � ° 24114&W= mm KEREC WOOD10 141 N i2"OONC. - ` f ( D tt2t i 2 EX SAND h1t1. E ILEO �EI'�TINC,P05 Aim ,� A +4tdE E I - OOTITKs TO IN -0OTING To AIN IN 8d RI Aft ILS O .T L . 0 f i INTI: 1�IATE 4 i f CH EXATW4$LAB EXISTIhI&A@ � � TOI@>rMAiN _2x411 �+ - To REMA + 41 z -?xl�ra EGA a Ex13TiN4 SLAB > r� ILS pEIXGE of EXISTING sLAO 1 SMPSON42.5A w/'5-8d x I-i/3u 1 TO RAFTER t 5-5d TO PLATE N OR CH FOUNDATION FLAN �� 2 - SIMPU N H21A 1!/5`6 x W/2 DATE OF ? 2 - 51MPEON W?.5A wl 5.g�{x 1-113 � _ PORCH ROOF FRAMINGPLAN � .11`r'•✓� 1`t�TF�LISS �I5-Sd TQ PLATE i - 51M1 ?N N?b,4 w/5-Sd x t-i/2 ISSUE .. - TO T t 9-8d TO PLATE ,- sGliLE: ff4"=I'=0° < .._.. TO Tom° 4 5-8d TO PLATY 12-29= 3. All details and sections shown on these drawings are intended to he typical and shall be construed to apply to similar mixed to provide a slump between Wto 11": Situations elsewhere on the work,except where shown otherwise. 3. Mortar shall conform to ASTM 0270 and be type M or S. 4. All design loads shall be per Florida Building Code,2007 edition, 4. Concrete Masonry Units shall be ASTM 00-15, Hollow Load Bearing Concrete Masonry Units,Typo 1,Grade N-1,normal Live Load, Floor-40 par Live Load, Roof-25 psf weight,with a minimum compressive a I trangth of 1 !psi(fm1500 psi), Live Load,Open Balcony-60 Psf ��i. A)l Conlin out inforr a A load qvs rel pf with the following minimum lengths: &Mnsk, steel in Masonry shall be I-P Dead Load erwise noted 04' bars- It min' . Roof �15 psf unless oth #5 bars- 16"min. Contractor shall be responsible for obtaining gootsehnical information for preparing the site and verifying that the site #6 bars-31Tmin. capable of providing min,=pof foil bearing. #7 bars 40'min. containing vertical reinforcement in 51�a'Maximum lifts.Provide ploanoutt.per ACI 5XI-02 in the bottom doting elevations shown occur in disturbed,unstable or unsuitable soil,the Architect shall be notified prior to continuing Grout all call con U work, k course of masonry when wall height exceeds 6-7- footings below all sanitary and water lines, 7. Beam reinforcement shall be continuous across control joints.filz WOOD: ETE: ru u Concrete,And I, All wood framing has b is Wood no ruc been designed in Accordance with"National 066igrl 6pocifttltiOr (RIDS)for WO - 00 t tiOff notes has been designed in accordance with ACI 318-02,"Building Code Requirements,for St ct ral - It I*constructed In accordance with ACI WI,1�Specifications for Structural Concrete. 2001 Edition, 2. All wood members in contact with masonry,concrete soil,or exposed to weather Shall be treated with an appropriate concrete shall have _th at 28 days in accordance with 'at _the following minimum compressive Strong TM C 172, C31 and 039: preservative suitable to the exposure conditions. Footings,slabs on grade and Misc.concrate:k=XW Psi 6TM A153, 3. When ACQ treatment is used on any wood member,all nailing shall be hot4pped galvanized meeting A CaiWn�plaoe beams,columns and olovated Webs:fe&3000 psi 'Zing she not Class 0,or ASTM B695,Class 50.When borate treated is used,q$lvani 11 be required. ant shall Conform to"Specifications for Portland,Cement"(ASTM 0150), 4. Prefabricated wood trusses shall comply with"National Design Specifications(NDS)for Wood Constructiod',2001 Edition and"Design Specifications for Metal Plate Connected Wood Trusses(ANSI/TPI 1). r6gate shall conform to"Specification for Concrete Aggregate'(ASTM). la ter shall bo clean and free of substances deleterious to concrete 5, All trusses.shall be designed by�j'the rcoment. trues m anu ,ctursr't ragWorad Engineer. no The truss M$hufactursr shall submit Shop drawings and design not he Signature and seal of a Florida Registered matruction within 1500 ft if the Coastal Control Uns Additional requirements: 6m es With t corinectors,the reactions -o it d slabs-ft SU psi Engineer for approval. Design notes shall includ- the rated load coped y 0 the trust to truss Cott-in-plaoe beams,columns and elevate Maximum waster-cement ratio:0A0 at all hearing points and the moufacturer's license to fabricate trusses using the connector System proposed,The Qo rofe ' Maximum chloride ion content,0.15 percent by weight of cement in accordance with ASTM C 1218, Contractor shall review And approve shop drawings prior to submitting to the' 4hP �ssional Handling and erection, inoludirij temporary bracing during Installation of masses, it 91. 7 We 40 unless otherwise drawings.All reinforcing dot.He shall 7. a shall comply with TPI HIB ,11 1116inl1oroing stool shall be ASTM A015 Ors otwi$.o noted on the dr inform to"DotAils And Detailing of Concrete Rainforcomene'ACI 117, 8. All gable and wells shall be balloon framed or braced In accordance with the details as shown on the drawing*. '"knCOS for foundation and slab alignment as well as placement of reinforcement Shall be in accordance with AOI 17 9. All framing anchors And connectors shall be monufa Impson Stto-rig,Tio or Approve tared by$I ,d equal. ondard Tolerances for Concrete Construction and Materials" s shall be in accordance With ASTM A307,Grade A or AS FM F1564,Grade X Mar.Slabs A concrete Slabs on grade shall be the thitknets indicated on the drawings over Min.8 mil.PVC vapor be 10. All anchor bolts And threaded M till 11 be reinforced with fiberme6h reinforcerntht with A a minimum 71 fiber length at I lb/cy complying with A,,!M 01116. contact with Mato-nry concrete or ACO pressure trottmOrit shall galvanized per Al%, lass C,ASTM RW5 11, All metal connectors which Are"posed to weather or in co $,Abs on grade shall bear on structural fill which Shall be clean*and free of debris and the deleterious material.Structural be galvan, Class 50 or be stainless*tool TYPO,316,All anchor bolts, 10, and associated l4rdware within 15MI of the Coastal Control Line shall be 01 Shall be Compacted to a density of 41 min,96%of the Modified Proctor Maximum Dry Density(ASTM 0155,7),Fill shall threaded,rads 0 treated with termite poison before vapor barrier is placed: 12, Anchor adhesives shall be Sim000n Strona,Tis"SET" Epoxy. Embed holes shall be drilled and cleaned according to jj. 'F onsity Simpson StrongwTie instructions for the anchor side and depth required. oftij may hear on undisturbed' or structural, Structural fill shall be compacted to a density of a Min,95%of the Modified Proctor Maximum Dry Density(ASTM X51`387)for a depth of a min.two W, below the bottom Of the footing. STRUCTURAL STEEL: 12, 1;*,following minimum concrete Cover shall be provided for rainforcoment: U Construction""and shall be constructed in Steel I All structural steel hasbean de"" in accordance with A160"Manual of Ste 31-Concrete placed,Against and permanently exposed to earth accord cBuildings price with AISC"Specificeiion for Structural St4blOuildings","Code of Standard Pra-tico for Steel and 2`,Q r weather,III$bar of or oncrote exposed to earth o larg Bridget","Detailing for Steel Cortstrwcti6n",and N w have the foliov,Ing designations- 1 112.'-Concrete exposed to earth or wotth6r,#5 bar or smaller tqInforporrient,ties,Stirrup*in beams and Columns. Welded connections AWS DIA 13, Continuous reinforcing stool in concrete shall be lap-spliced with the following minimum lengths: Structural steel pipes ASTM A53 or A501 Structural steel tubing ASTM A50-0 04 bars-21"min, #5 bars-WmIn. 2, All structural Stool Connections and fabrication"-II c4mply with RISC specifications. #6 bars-3x min. 1 07 bars-WmIn. 14. Reinforcing in footings shall be bent around corners or comer bars shall be installed. Z 15. The Contractor shall provide accessories necessary to support and,restrain reinforcing steel during concrete placement. Accessories which beer on exposed concrete surfaces shall be plastic tipped of stainless steel. 0 AVk FASTENING SCHEDULE REPRODUCED FROM FSC TABLE 2304.9,1. SEE TABLE FOR ADDITIONAL R50UIREMENTS AND EQUIVALENTS) DATION FASTENING LOCATION JO1T 0 $ILL OR GIRDER 3-ed TOENAIL 4KIDGINO TO JOIST 2-80 TOENAIL EACH END 1 .I;ftl4&it 0% . .. —7-7,-.FA( 1=NAIL 5016a IOLA I t= IV JUIO I WK OLWwxm%� W TOO PLATE TO STUD 2-16d COMMON END NAIL 6TUO TO SOLE PLATE 4-8d COMMON TOENAIL 2-16d COMMON END NAIL DOOOLP STUDS 16d 0 24!"O.C. FACE NAIL Tit" TYPICAL FACE IDOV _-NAIL LP TOP PLAI E 11601616 .0, L0 TOP PLATE 8.16d COMMON LA z TW -N JOISTS OR RAFTERS TOTOP PLATE 3-$d COMMON TOP-NAIL ��NG BE , 58 TOENAIL F&GIST TO TOP PLATE $d 6 6-0.0, 0 PLATE, LAPS AND INTERSECTIONS 2-16d COMMON FACE NAIL lNUOVS HEADER,TWO PIECES 16d COMMON IV,O.C.ALONG EDGE 4!� 'arliNUQLJS HEADER TO STUD 4-8d COMMON TOENAIL OrZILING JOISTS OVER PARTITIONS 3-16d COMMON MIN.,TABLE 2308.10.4.1 FACE NAIL 3-16d COMMON MIN,,TABLE 2308.10.4.1 FACE NAIL z CKILING JOIST$TO PARALLEL RAFTER$ 0 �d RAFTERS TO PLATE 3-8d COMMON TOENAIL $UILT-UP CORNER STUDS 16d COMMON 24"0;C- j FACE AND BEAMS -C ACE NAIL Q TOP AND BOTTOM STAGGS EDON OPPOSITE SIDES —OUILT'UP GIRDERS 20d COMMON 0 3Z 0 • LAN fl f ITO IkAlffff 2-IN 66MIXIM JACK RAFTER TOHIP 3=10d COMMON TOENAIL ROOF RAFTER TO 2K RIDGE BEAM 2.I$d COMMON TOENAIL jolit To JOIST BAND 3.1$d COMMON FACE NAIL LEt3GER STRIP 3.16d COMMON FACE NAIL DATE OF ISSUE nTPI JrM 10AI,PANM A Ck ASE BUILT-IN SOOKC ..+....,�„a i TE f . oom f ATTIC � 1 t I I t i oeAM ZFt MA t t _ t v I t 1 4 ELECTRICAL LEGEND 04 �+ SWITC4d,81NCall=t�.E WITCH,THM-9-WAY � E -P-OND FLOOR ELECTRICAL PLAN SWITCH,RVR-WAY SCALE: Ud ,l- SWITCH,R4eC>iBTAT Ilot E .EX OUTLET my anax CUTLET W/MDJNTIN*HS 11 00 it 1 I lwy Dumex OUTLET,FL MGL,Mw lov DUKFX OUTLET,Cmwj NtO*Vb i t 220V 0 UTLET Il t - tl t t i i 110V pUnEX OUTLET,AIRC PA LT i t � Ilov DUPLEX OUTLET,A4 FAULT,144F SWITCHED PO t t l I1 11oV DUPLEX CUTLET,Of t (2) AW-TION WX DINMLROOM + 0 00t CWIME SUTTON i I DOOR CHIME t j SMS /CAIRN MOVADE DETECTOR t i t i Ip©TyC"INATIoN PWME TV OUTLET t i © NONE i t i bTv TY,CAbL>! I I r j -6 LAWT FIX1'UFIk.AILING M41ANTER i �-�.. >' 00 LeCw FIXTute,WALL maNTED 1 L64T FIXTURE,UNDER CABINET Mt:)*TW Fit,GREENET . ..� t t 1`� LIGHT FIXTk !E, -4F" B FLUClIlCENT i Q 4 t`t. ": _. i ]15"L QA110,12"TO TOP i 16 F8�lECT,72"Tt?T EXIST.Able i ,_�.,--- i W.W.TO - m M t ---- di . . �.A.. rr t I � I 1 ". CEILII+f FAN wl LIGWT KIT Ju a DAUNDRI. o K-H RE SII-IIS FAN w/o!"I4,0Wfi EXISTING LICaWTING AND p OWER To REMAIN Q ELECTRICAL CONTRACTOR MALL MWYIPe l - 1 T-%A qV nV _ I--l- �,.. �-fig,�,�d , KITCHEN I 455REV14TION5 11 rw1 - 1:5' 51DEYARD SETBACK AG.T, ACOUSTICAL CEILING TILE EUH, ELECTRIC WATER HEATER MIN, ? IN CONTRACT - - - - - - - - - - — — — — — — — — — — — — — - - - - - - ry i - g4v NQ ADJ. A/C AIR CONDTONiNG UNIT EXHAUST NTS. N6, I C SCALE I ALT, ALTERNATE EXT, EXTERIOR C,G. ON CENTER � ALUM. ALvr"I U( FG, F15ERGLA65 CF'tiG. OPENING � f y FIN FINISH FT PAINT ¢ ` Ault 1. AWNG NG WiKDOW 1 I BLK. BLOCK FN,CLG• FNI5HED C51LIhI F'.VL. ROLYVINYL CHLCRlE E ; = FIN.FL,R, F NISI ED FLOOR F.T. PRESSURE TREATED BOT, BOTTOM c DRAIN Q,T, QUARRY TILE BLDG. BUILDING F.D. OOR DRAty } GAL V. GALVANIZED IRINF, REINFORCED I ' B.U. BUILT-UI r - GAB. CABINET GL.BK. GLASS BLOCK IUINpGu!! RcQD. REG2UiRED GP*. CA51N. GL. GYPSUM WALE: BOARD R. RISER CiCAST IRON HDW, HARDWARE RD. ROOF DRAIN HGT, HEIGHT 6,H, SINGLE HUNG WINDOW DL. CENTERLINE CERAMIC TILE HORZ. HORIZONTAL BHT, SHEET I C.T, CERAMIC HOS BIBB SM. SIMILAR �W. COLD WATER - SL. SLOPE I i GONC, CONCRETE H,IU, HO. WATER l c SPEC. SPECIFICATIONS G,M,U, CONCRETE MASONRY UNIT I,D, INSIDE DIAMETER ( ` l NEW BRICK PAVE CONT. CONTINUOUS INSUL. 'NSU ATICN BTL, STEEL I 5TIL, THICK DRIvE w/REUSED I G.J. CDN ROI_ JO NT AN, JAN CR TONGUE AND GROOVE t� PAVERS I *au CF,M. CUBIC FEET PER MINUITE JT. JOINT i D DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP, TYPICAL I \ 4 LAV, LAVATORY VERT, VERTICAL D!5P, DISPENSER I DN, >DOUI�I N.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DtUG. C?RAUyIF1C MAIL, MATERIAL U.i.G. WALK' IN CLOSET EA. EACH MAX. MAXIMUM U1RC UJB WATER RESISTANT GYPSUM WALLBOARD 1 r MECH, MECHANICAL Wu1�. 1>=COED WIRE MESH ELEC, ELECTRIC W,C, WATER CL05ET E.W.C. ELECTRIC MATER COOKER M*' METAL M METAL PANEL UR, URINAL / I { [-� 0 I !LLI ,m � U 1 _j FRAME LLIc3_ X:STING BRICK\RAvER 4 WALK T6,BE REM�avED � r y o� I R E&OEN�� II II y m \\ l AND REUSED ` 1 I , 00 $ILT FENCE w/ 18 CZ.KYLON REINFORCED PVC FARIG l3 PSI 1E5T1 N 1 �� mON WOOL) 5TAKE5 *MAX,0'-0" C,C, RETENTION AF A !TY i N O ` I (6° x 10,5' 48 CU.FT, — — — — — — — — — — — I u I FLOW I GRADS \ 17ti BACI�LL FENCE AFTER PLACING FENCE S � T-1 r A EX.STING G DRIVE TO BE � I I 1 � 1 I 1,PLACE FENCE AT ENTRE PERIMETER OF SITE A5 SHOWN. AT WORK AREAS DURING a1C — - — — — _.._. — — — — .PENCE AY BE R_i`1O ED i — ® — — — — -- — PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK ' Ga' `VG DRAIN_,,;_, — `5 SIDEYA�D SETBAG� � ��G I 1 STAKEC3 TuRB D .Y BARRIER 141' E ED S-, E . EST iP i 0" APPROX,SLOPE _ ^'ERV OU5 SURFAGE DATA: WIND DEwIGN PEER FBG 2001,TABLE 160Sb.2,1(2) tl _ 3 _ I SITE AREA: BASIC WIND PEEt7: fi0 MPH NsUI BERM RET�NT,aN �I� ���� i V c x',694 S,- I 6.9 CU FT f _FT EXi5,!NG a0U5E AND PORCH 2,661 SFr. ri — Mf nTr� E ;AGT6F@: 1 / 9GALE: �s =I C EX 5:;�lG, DRIVEWAY AhJ t IAL �5 . : ExFOS1JRE CATEGORY: ! i \�/ I I "P E ATION: ENCLOSED EX ST NG .MPERVIO«S SURAC� AREA: 3,d9 EXPO aUR` A551FIQ ZONING 4 EX STNG �t7T COVERAGE q5 Ih�PERVICUS SEAN ROO~ �EIGNf 23 FT. DISTRICT R5-i - NEW IMPERVIOU5 SURFACE AREA: I ROOF ANGL_; ;1 21 IDE 23 DEGREES 15:121 SETBACKS: / FRONT 2O' NEW LOT COVERAGE �, IMPERVIOUS 2 I 1 . ( 2 EDGE STRIP 3.0 FT: REAR 20' / U COMPONEN' AN tL!A' D5w,UUND LOADS i SIDE(EACH) 1,5' ALLOUJA> LE LCT COVERAGE fo '"IPERVIC?U5 5O W ZONE EF``�C r IVF- WIND AREA (5F) ADJUSTED WIND LOAD(FSP) RETENTION fir/ J//V x i i 14.3 _23.0 T-1 SCALE: 1/2'� I_0,, J c 0 13 , \ z x I - 13.5 222 • J 5 OF � \\I' z 3 - -J ? ,0 14.9 . -413 a\ _ _ -� _ - I 10 13.6 -38.0 GROUP R3 = RESIDENTIAL T-1 TITLE SHEET SITE PLAN,DATA 2 FLORIDA BUILDINGS CODE A-I FLOOR P' ANS w Y 13,9 33.6 NCR. A-2 El EVATION5,SCHEDULES fl ,� T INDICATES DIiRECTION OF NORTH A-3 ELEVATIONS "!! !00 10.5 -303 OONIO ON A-4 WALL SECTIONS \ 14.E -63,0 — A-5 WALL SECTIONS A-fir WALL SECTIONS 3 i0 DRAPING NUMBER A-1 DETAILS NEW CCNSTRUCTICN TYPE VI UNSPRINKLED ,,. 13.9 SECTION _ SHErT�:UMEER W�+ERs DOOR AND WINDOW IMPACT !�ROTECTiCN 3 �0 !� 5-2 PLANS SECT ON I5 DRAUN TC BE .FROV;DED ACCORDING T C SECTIONISSL G- NOTES, SG-!EDUCES 3 I 0:5 1&0614, EXCEPTION - ?,/1 '' WOOD STRUCTURAL E-i ELECTRICAL PLANS,LEGEND 12-29-09 4 10 25� -25.2 PANEL PRECUT .DEN.-:FLED AND STORED :N � GARAGE �1 TH FASTENERS ACCORDING TO TABLE 1606,!.4 D 20 24- -26.9 DRAW NG NUMBER _ RAW`�T _ PRC3`vip FOR AL: X'ERiOR OPENINGS ' ET „ C D,IAI � r G. ««.1 5 EE NUMBER WHERE /''� II X114 l(1/1�// g EXCEPT GARAGE DOOR C ���!/ i., 4 �0 - ( ;°TAI_ IS �RAUa'N _ IV IN I I k.." 1:3 IN r�l JU ]._a X%I- IL 1.00 1--v ell r 14" W 122.58' I h A55 E Y I,4-(oI ,5 f 1 A-'.T, ACOUSTICAL CEILING TILE E,U1,H, ELECTRIC WATER HEATER MIN. MINIMUM _ ADJ. ADJACENT EL. ELEVATION NJ,C, NOT IN CONTRACT1 ' SIDE'�ARD SE'BACK _ AEC AIRCONDITIONINCsUNT EXP, EXHAUST N:T V, ROT TO SCALE i - - - -.�- - _... ---- - - - - - - - - - - - - - - _ _ ---- - -- - - - - - - - - �t 1 ALT, ALTERNATE ``XT, EXTERIOR O,C. ON CENTER I '� � t AI;UM, ALUMINUM FG. FIBERGLASS OPtNG. OPENING 4, , AU�N, AWNING lU!NI?JtJ FIN. FINISH PT PAINT BLK, BLOCK FIN.CLG. FINISHED CEILING F'.V.C. POLYVINYL CHLORIDE BOY, F34TTOM FIN,FLR; FINISHED FLOOR P.T. PRESSURE TREATED I t I ' f BLDG. BUILDING DING F.D., FLOOR DRAIN G2,T, QUARRY TILE" 13,U, BUILT-UP GA(_V. GALVANIZED 10ElNi=. REINFORCED CAB. CABINET G_.BK. Gf,A55 BLOCK WINDOW 9500 REQUIRED CPT. CARPET GU5 GYPSUM WALL BOARD R. RISER t G,i. CAST IRAN Hpu HARDWARE R.D. ROOF DRAIN CL. CENTERLINE HGT, HEIGHT 6,14, SINGLE HUNG WINDOW 117, CERAMIC TILE HORZ. HORIZONTAL SHT, SHEET C,U1. GOLD WATER H.B. HOSE BiBB SIM. SIMILAR 111 l W GONG, CONCRETE H.W, HOT WATER SL, SLOPE CM,U, CONCRETE MASONRY UNIT 0, INSIDE DIAMETER SPEC, SPECIFICATIONS CONT, CONTINUOUS INSUL, INSULATION STL, STEEL Cu. CONTROL JOINT „AN. JANTOR THK, THICi I ! {f 1, NEU BRICK PAVE CFm. CUBIC FEET PER MINUITE uT. �O TOG TONGUE AND GROOVE DH, DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP, TYPIPAVERS CAL 1 DRIVE $ REUSED t � D15P. DISPENSER LAV, LAVATORY VERT, VERTICAL ! } f DN, DOWN M.G. MASONRY OPENING V,C,T, VINYL COMPOS TION Ti LE � DWG. DRAWING MAIL. MATERIAL WJ.C. WALK-IN CLOSE* EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD H x ELEC. ELECTRIC MECk MECHANICAL W.U1,'", WELDED WIRE MESH E,W,C. ELECTRIC WATER COOLER MTL, METAL WC, WATER CLOSET M.P. METAL PANEL UR URINAL { WALK T� E REMOVED I w I r EXISTikG BRICK AVER { I ANISE ! ( AND REUSED \ 1 H SILT FENCE W/ I$OZ,NYLON REINFORCED PVC FABRIC (3W P51 TEST) — l I00 I ON WOOD STAKES 9 MAX.6'-0` O.C. I RETENTION APA ,T Y FLOW GRADFi � � I 16,9' x 10.5' 48 GU.FTI \� - `- - — — — — — — — — — —10 1 fir✓ EX"5TING CONC, DRIVE TO BE STA<E D I , ,PLACE FENCE AT ENT RE PERIMETER OF SITE AS SHOWN, I \ I 1 2.FENCE MAY BE REMOVED AT WORK AREAS PURINE WOR< I PERIOD,PUT SCALL B`c REPLACED AT THE ENCS OF WORK I — — — o ® — -- — — — — — a— — — — — -- __ ® ® i A�6°o PVC DRAIN 5S! EYARD SETBACK - -- - --- - - - - - - - - - -� - - -D— — f 1 a-+ f I � f I ''' STAKED TURB.DITY vARR=R N S ° 024 4" E AIS E E ST i P E E 57 1 P ra o ` -��,"' �' liyf7711 I WIND DESItxN PER FBG 2i,TABLE 1(oG9to,2.1(2) IZ` 8 Ar PRC SLOPE �3 ( ( 2 (3 I— — — — — — — -I`� BASIC WN'D SI�EED: 120 MPH NEW BERM RETENTION O° IMPERVIOUS SURFACE DATA: +� TE FLAT V wi I MPORTANCEAGTs I 6.9 CU FT / FT SITE AREA: 4694 5F" SCALE; '%"=I-O" EXISTING HOUSE AND PORCH 2,661 S=. EXPOSURE CATEG1': » EXISTING,DRIVEWAY AND WALK 535 SF. I I EXPOSURE CLA551FItAT10N ENCLOSE=D % MEAN ROOD :EIGHT 23 FT. ZONIEXISTING IMPERVIOUS SURFACE AREA: 3,4 SF, NG ROOF ANGLE: (1-21 DPREES) 23 DEGREES(5.12) DISTRICT R5-I EXISTING LOT COVERAGE ga IMPERVIOUS 32.06 � SETBACKS: NEW IMPERVIOUS SURFACE AREA: 4,21(+ SF. z 01 0 0 p EDGE STRip 3.0 FT. FRONT 20, NEW LOT COVERAGE % IMPERVIOUS 4016 COMPONENT AND CL 4EtG�li*tls WIND LOADS REAR 24' / SIDE (EACH) 1,5' ALLOWABLE LOT COVERAGE % :`!PE, IRETEN ON' -WALE ZONE EFF�GTIYE WIND ARE lSF1 ADJUSTED WIND LOAD(PSFi ` I _RViOUS 54a I ,O 4,9 -23.1 I m! SCALE: f, 5n 1 ,OO 14:5 -21.4r, INDEX OF�! 2 14,9 -413 �� I �N� � �, ,�I.F! TI�N: lJfNC z 2 24 13f� .0 TITLE SHE=', S!TE ALAN,DATA to \" C4 w 2 54 '3� -33,6 T I FLORIDA SUILDNG CODE GROUP R3 RESIDENTIAL -� NORTH ND GATES DIRECTION OF NORTH A-! FLOOR PLANS �* A-2 ELEVATOrN5, SCHE^ULE5 2 _100 14.5 X4.3 6 ff A-3 E�vEVA1 c?N.� � 3 IQ .4.9 -63.G T`-F F �QN� UST I Q-N A-4 WALL SECTIONS 3 GO 13k; 51.` DRAU�NG N-UMBER A-5 ,UAL SECTIONS -T nt Il '� NEW CONSTRUCTION TYPE VI UNSPRINKLED A=S URAL SEGT!ONS \ r - A-1 DETALS �— 5 89` 02' 14" U - x t I { 14 FEU1AT10N,& �� fI41 r: ;,' ; `; c.W,H. ELECTRIC J1A i R-+EA!eR � _ A.G.T. ACOUSTICAL CEILING ,.LE N.I.G. NOT IN CONTRACT m, ELEVATION' — — ADJ. ADJACENT EL — _ — — — Na,S. NOT TO SCALE t A/C AIR CONDITIONING UNIT EXT. EXHAUST Or,, ON CENTER Z ALT, ALTERNATE EXT. EXTERIOR H FG. FIBERGLASS QPNG�. OF'ENIN z ) t Al.UM. ALUMINUM PT FAINTFIK FNISH AY. AWNG WINDOW SIN.GLCs: tNIS�ED GEi�lNG P.v.C. POLYVINYL CHLORIDE { 5� BLK. BLOCK PRESSURE TREATED { 1 BOr, 64TTOM FIN.F!:R. ,N15aED FLOOR P FD, F�GOR DRA!N Q,T, QUARRY TILE ' BLDG, BUILDING NF. REINFORCED �+y B.I.I.LBUILT-UP GALV. GALVANIZED i� CAB. CABINET Gam. BK. GLASS BLOCK WsNDOu1 _R500. RtQUIRI_D R. RISER YPSU"1 WALL 50ARD i CPT. CARPET we G ?,C>, ROOF DRAIN t t C.i, CAST IRON NDW. HARDWARE S,H. SINGLE HUNG WINDOW CL, CENTERLINE HGT. HEiGHT SNT. SHEET I C.T. CERAMIC TILE HORZ. HORIZONTAL IC TIL H.S. HOSE B!36 SIM. SIMILAR SL. SLOPE Cts, COLD I P.W. NOT WATER GONG. CONCRETE � � INSIDE DIAMETER SPEC. SPECIFICATIONS CMU. CONCRETE MASONRY UNIT . ` NEW E w/ PAVE, IN5UL. INSULATION 57L, THICK I GOVT, CONTINUOUS TRK THICK DRIVE wl REUSED G.J. CONTROL JOINT AN. JANITOR TONGUE AND GROOVE PAVERS I T 4; 1 CF.M, Ct BIC FEET PER MINUITE JT, JOINT E T1 F'• TYPICAL DH. DOUBLE HUNG WINDOW LAM. LAM:NA'� lDJ VERT. VERTICAL A✓A`ORY D15P. DISPENSER LAV P V.CT, VINYL COMPOSITION TILE DN. DOWN M.O. �ASCa�IRY OPENING ' a MAtL. MATERIAL lll .C, tUALK-IN CLOSET DWG, DRAWING EA, EACH MAX, �AXi"1U kURc-U5 WATER RESISTANT�aYPSUM WALLBOARD { MEG i, MECHANICAL W;Wl- WELDED WIRE MESH i ELEC, ELECTRIC ,O ,� ,� W;G, MATER CLOSET E,taC. ELECT RIC WATER COOLER MTL. . .E T AL , M,P, r,ETAL UR URINAL PANEL ' = 1 t u y 1 w RE l L, C1 - EXIS?INNG SRICCAvER i WALK T' 5r REMOVED No: I tial AND REUS�fl 0 \ 1 — � ,- y \ I 00SILT FENCE w/ I8 OZ,NYLON REINFORCED I { \ \� I I i PVC FABRIC,(300 PSI TEST) � � � ON ll1QOD STAKES MAX,6-P" O.C. I _ RETENTION APA ITY '(- - - - - — — — — — — — 6� I F"y (6.9' x 10,5' 48 GU:FTS. FLOWIN i FENCE ASTER PLACING FENCE `� I s / r 011//1 � �� / Ifi EXISTING CONC. 1 i I , Ix LLIc < [) TURA T�' - � - - _ - i,PLACE FENCE A' EN*!RE PERIMETER OF SITE AS SHOWN', _ t • - - -- - ® - - - - - - - — _ ® _ ( — — — — - 11-0 2.FENCE MAY BE REMOVED AT tGRIG AREAE DURiNC�WQ { c �"� PVG DRAIN:.. — ?.5 SiDEYARD 5ET5AG< �Ol" PER:OD,5UT SI-TALI BE REPLACED AT THE END OF WORK ! J — — — — -... — — � — — — — — — — - - ,TAKEQ 'JRBiD TY BARRIER 1 8V-027 i4' E E EE S; iP E�E STR" A. : ROX.5LOPE IMPERVIOUS 5JRFC-m DATA: A• o 2 WIND C3E51CxN PER FSG Vii,TABLE ?6096.2.112) I o F�A; E RETENTION I I 06? sur. =h�,r ii1i ' C-,=;:P . 20"1PH �IEIJ SEt� ! _ r:. v , I - 1 SITE AREA: i I ,��, _ / _- !MPOR:ANCE FACTOR. 1 SCALE. �a°=1'-0" =X6,I G ..,� � _ X15TING DRIvEuJAY A'�D i1JAL K 836 S.F. r I II EXPOSURE CATEGORY: B EXISTINGiMPERVIQS SURFACE AREA: 3,4 y.F �- EXPO6UR GLA5SIFICATION: ENCLOSED / ZONING - EXISTIIuG TOT CO'rERAGE 51. IMPERVIOUS 32.6510 � i / MEAN ROOFEiGNT 23 FT. DISTRICT R5-1 C +- R`A: 4,216 �v.F. NEW IMPERVIOUS SURFACE A. � I ( I ROOF ANC-_E: '1-21 DEGREES) 23 DEGREES(5.12) SETBACKS; FRONT 20' NEW LOT COVERAGE % IMPERVIOUS EGE StRI 30 FT: REAR 2Q' J v ALLOUABLE LOT COVERAGE iMPERVICUS 50 51DE IEACHJ l5' COMPONENT AND GLAtDINCWIND LOADET NTION 5W L_ A fSF1 ADJUSTED WIND LOAp!PSFJ ZONE EFFECTivE WIND ARE I m Nw -23.1 T=1 : Irl =i`-0° %��% �2 w 0 SCALE <14.9 ,. �� � N ' - ' tL i i00 _ 10.5 -21.4 �` I � �L c , INS N CL,4551 I i ISN: � 1 N : ��` ., - - — - - - I 2 IO 14.9 41 �;J � T•i TITLE SI-1EE`�,SITE P AN;DATA 2 2 r �, I GROUP R3 - RESIDENTIAL c \� .. ` � 2 20 13� -38.0 FLORIDA BUILDING CODE A-i FLOOR PLAN 2 50 i3Q -33,6 NORTH INDICATES DIRECTION OF NORTH A 2 ELEVATIONS,5Ci�EJUL=S '4 A-3 ELEVATIONS \ 2 '00 10,5 -30.3 I I A-4 WALL 5ECTIONS '� �F cON IRUCT I ON \ 'I a 63.0 It `! ' �_. A_S WAIL SECTION \II�� �T _ •�� WA SECTIONS 7,0 7L 3 �0 X NEW CONSTRUCTION TYP= vi UNS�'R!Nt.LE A DE A L5 SECTION SHEEN NUMBER U-+ERE � E TE,._• 5-': FOUNDAT:ON,FRA!" NG PTANS DATE OF 50 13,9 -5'.8 �- DOOR,SND WINDOW. IM, AGT : . u l iQN SEGTiON 15 DRAIN TO BE PROviDED ACCORDING TO SEGTIQ�1 5-2 P AES ,� 1¢10 10;5 4i.9 S 3 NO E5,SCHEDULES ISSUE 606` �XCEP O� - WOOL) STRUG,uRAL E,i E- eCTRiCAL PLANS,LEGEND :2-29-09 0 25.9 28.1 PANES PRECUT IDEN-.FIED A10 5TORIED 1N w GARAGE WITH FASTENERS ACCORDING `.Q TABLE 1606:.4 r�.�``� ��/�� D WPI t3Y. �iltl IC((t R1 4 20 24.1 26.3 X Di AWIN€a Nl1"B`eR PROVIDE FOR ALL EXT=R'QR QP-N. ! t' �w` til c (yam«( ( (�jY�J %} �",�/ C iji 0 iN Y.�S®Ls _ OA I I - •t rr NEW WALL VENEER EXISTING WALL r r, a: t KITCHEN REMOVELIN& 4**10' E ,N APPROX. LOCATION Mal MCOUR 'i � O F OF WOOD DEGK AND GUARD RAIL VWKFLCRlr;)A 5:2 :255 4 � 9 t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - F- 3-5/8" STEP DOWN BOT. OF EAV�'-6 3 1 - - - —a- - - - - --- - - - - - - - s a; ��. TRIPLE 5.G.D. LOW PT. IY1 7!111 �! B'-1 1/2" GLC. 2x4 STUD WALL C9`� I W/LAP 510IN6 �y ss =� fi p 1 /4" STEP DOWN TO VV. DEGK 7-11 aAb" CEIL. _ HI.PT. a I I I/6" 03 B.O.B. 61-5 -18 _ _ I _ _ _ _ _ 5 4 4 i i T-II I/2" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I } ' Momi I VAULTED CEILING m a POPCORN FIN15H _p p SEN0104.. NOTES: 6A - :GAB. PAN Y I 1. ALL DIMENSIONS FROM EXISTING WALL5 ARE FACE OF FINISH AND ALL DIMEN510N5 0 ' r o I WOOD FLOORING THROUGHOUT FROM NEW WALL5 ARE FACE OF STUD OR MASONRY,UNLE55 OTHERWISE NOTED. 2. WHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENENTRATION5 IN r i r I EXISTING-TO-REMAIN FLOOR5,WALLS,GEILING5,ETC.,PATCH SUCH PENETRATIONS A5 l I REQUIRED TO MEET ORIGINAL FINISH AND PROTECTION. „ . 3. ALL WOOD IN CONTACT WITH GONGRETE OR MASONRY SHALL BE PRESSURE TREATED. qp SYMBOL Lff6 W j�ININ& ROOM 3-v2°�i-� dbwN , POYeR k &-ON GLC. AI BUILDING SECTION DE516NATION - SHEET WHERE SECTION 15 FOUND I > I m ' DETAIL DE516NATION - SHEET WHERE DETAIL 15 FOUND t J r g _ 5i ul b N � J W ,2-GaR &ARI dffl Pr IWALL SECTION OR ELEVATION DES 16NATION-SHEET WERE ELEVATION 15 FOUND IL '. S1 J I Flo, ROOM M-516NATION -SEE FIN15H SCHEDULE W w ooi DOOR NUMBER OB16NATION - SEE DOOR SCHEDULE Q y WINDOW NUMBER OB16NATION -SEE WINDOW SCHEDULE I- ,. � W z DATUM POINT FROM EXISTING FINISH FLOOR LEVEL,UNLESS OTHERWISE NOTED. Q� a Z � W AXISTI1 PLOOR/M"O PPLANu o { SCALE: 1/4' = 1'-&� L J 5T 01= PRAMN65; _ DEMOLITION NOTES EX 1ST I N6 / 00MO PLAN � - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRIPLE S.0.D. LOW. PT. �'-I I - M 11 1_213I6 11 � V I'I 112" 2" 2�.x4 SPUD WALL WI A I rALL V' AP SIDING Ila �I� �' n- _o fill, ,qq - 'OdI a 000 toItl BAR TOPm� o° ° I i -I/4 STEP DON TO HD. DECK o---�� SINKS DH 'elk � 1 � 4 PROVIDE OPEN I N65 N COUNTERTOPS FOR - H I .PT. q1_11 1/161, B.O.B. -5 I/P� I I N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I , HIRING I � _ I - - - - - - - - - - - - - - - - - - - - - og AGI TGN� - - - - - - - - - - - - - - O L-_ , " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - a m w 11 1/2 LIVIN67 ROOM ZL � w q 4- g 4 ( z . VAULTED GEILINO I � OPTION - PROVIDE NEW POPCORN FINISH w SHOHER HEAD HI TH HOT i �� OMEN GTOP REF. I a I 0 i � d N GOLD HATER VALVES PAN. A, PAIN. IN EXI5TIN0 LOGATION. RUN NEH HOT HATER LINE O HROUGHOUT 4 � _- - _ -- HOOD FLOORI NO T l .-._-......-. FROM HASHER R ARE UNDER NEH BASE CABINETS ' TO \/&\/E LQQATI,QN... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II - - - - - - - - - - - - - - - - - - - Al - - - - -;; m - - - - rn N I NROOM 3-1/2 iSTEP DOWN J W < —�► 0 Somm I W z I m I Z r%4 L - - � W - � �= 2 Gam' C � Y A 6 �� .•�t� �� ��, � I ��d #�I 15. 11 I 8'-1 1/2" GLC. 2x4 STUD ALL � K L� L P i 11A6 l � � sJIM 000 - _ I I \ \ BAR TOP° o T I � �eQo �o1 - /4 STEP DOHN TO HD. DEGK � L j SINKS DW r ` `� PIL 1 T� II I I B.O.B. q'-5 Wb 1 I _ _ _ I I _ HI .PT. -II_I/I - - - - - - - - - - - - - - - - - - - - - - - - - - _ LFL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ui MLr=GTKIGAL LEry V �- + o n NOTE: ALL FIXTURES DESIGNATED "E" -r E-�'S ARE EXI5TING TO REMAIN (TYPICAL) i OU L .A I IVIN6 ROOMIN _ _ _ I m _ 2-WAY 5WITGH ® WALL 5GONGE LIGHT FIXTURE L\ _ ..,�` GABS. ' - -- -'�- �—'_ _ i VAULTED GE I L I NC 3 3-WAY 5WITGH PUSH BUTTONS' {-- - - - , , I POPCORN FIN 15H . HONE OUTLET RE 4 4-WAY 5WITGH If ►- TELEPHONE OMENS G D m FLOOR MOUNTED PAN. PAIN. I 0 DIMMER 5WITGH TELEPHONE OUTLET JAMB 5WITGH ® GABLE T.V. OUTLET I - �b FLOOR MOUNTED UC ROUT/ OCF IIOV DUPLEX OUTLET T COMPUTER OUTLET .Y IIOV DUPLEX OUTLET ♦G COMPUTER OUTLET , ONE SIDE SWITCHED 220V OUTLET �' SMOKE DETECTOR o ! � EXHAU5T FAN FLOOR OUTLET o I I I ( � ; k q "TK ITT IIOV DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER FLOOD LIGHT - - - - - - - - - - - - - - 38" NUMBER INDIGATE5 ❑PC POOL CONTROL `' - - - - - - - - - --_ -16 _ -- -- HEIGHT A.F.F. ❑SG SPRINKLER SYSTEM CONTROL � MINI GAINS IN WP WEATHER PROOF OUTLET OBER �-o-�- ROPE LIGHT CE I L I N�7 rn GDO GARAGE DOOR OPENER UNDER CABINET LIGHTING HOOD � Q JUNCTION BOX FLUORE5GENT LIGHT FIXTURE m I m - - CEILING MOUNTED LIGHT FIXTURE 2'x4' FENT II C) I N I �I 6 ROOM F O�/FR LIGHT r - - - - � (-I(-IHNWALL MOUNTED LIGHT FIXTURE PANEL - FIXTURE -O�� GLC. m ® -AREGE55ED CEILING LIGHT I I 5 5UB PANEL I I ,� (�] REGE55ED EYEBALL LIGHT13 I I W � REGE55ED WALL WASHER CEILING FAN — I fij�%6 CHANDELIER GULING t=AN Wi LI(-7H 1 v REGE55ED CEILING LIGHT - I C� ®MP MOISTURE PROOF O00° GRIMES rn I W z J (jSURFACE MOUNTED I � I a LV LOW VOL L _ _ J o T E LIGHT FIXTURE AG � � 2 G�1� Cz < REGE55ED LOW VOLTAGE 0 Lv W LIGHT FIXTURE (►{� O EL. CTRICAL FLOOR PLAN EXISTING F. TO BE - RELOCATE TO TH15 5GAtLE: 1/2" = I '-O"