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Jasmine Street 1089 . BglCx VENEER 5TR_U� TURAL NOTES STUD TABLE NR SPACE MANUFACTURER CONNECTOR NAILING PATTERN! 1/2-, Io•AHcKA au-,s a 3='o.�. I. WOOD FRAMING SHALL COMLY WITH SECTION 23 OF STUD SPACING F-OR EXTERIOR LOAD-BEARING WALLS ALFERM?t ull I� '3uN u+9 OR L NNGFN THE LATEST APPROVED ADDITION OF THE SBC CODE. _ ___ SEMCO rA-=AT 24.0.4 rur CUT LENQTH SHALL BE 44' 2+F PT SEL CN 5LL5EK LErGIH FCR 16• VEEP :O[sT CEILING No. 2 SPF _ No. 2 SYP No. 1 SYP +/SF)•W TPP4•F=-e.c �_ SIrApsor) LTT20 10- 16d COM ?- ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT 2x4 2x6 2x4 -2)( 2x6 o.a 10"a. USE EDD CONCR 0r<r rtTH1N NAILS m A MINIMUM OF 4' p" AND NAILED WITH I2- 16d COM n„te r. TWrJFUE3H xuntt�RCEwfm000 61 OF EDGE CTt+IRETf. r SIMPSON MTT288 24- 16d COM NAILS 0R 16- 3 x .131" GUN NAILS. 8 ft. 16"oc. ?4"oc, 16"oc. 24"oc. 16"oc- 24"oc. Z CLENI NAILS 1^Y s SPI 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR SEMCO MT5278 24- 16d CCM BRACED PER DETAIL. 9 ft. 16"'oc. 24"oc 16"oc. 24"oC. 16"oc. 24"oc, U 0 Ir(MAiTED 940 aGOMPAAGq TED 1 ,•� -. NAILS ------- 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc- .q 10 ft. 12"oc, =4"0C. 12"or-. - 24"oc, v 16"0c. 24"oc. �~ 2 fs. nNr �: Lucre \, SIMPSON HpBA 5_. 7/8" BOLTS (AS NOTED) ON ALL EDGES AND 12" oc. Ir1TERMEDIATE - alk I- IarL:s'I.w a ccgnEgs Prow lw R.�nwr+ I- I -- _ _ _ w/ 8d COM NAILS (U.0-N.) BLOCK ALL UNSUPPOR I ED - t'- " ra wsLa�r� _,. EDGES WITH 2x4 FLATWISE BLOCKING. SHEARWALLS 1 I ft. N/A 16"oc. N/A 16"oc. N/A 24"OC. Z FIOL.D ANl ANCHOR - �� _. .._ _- O rw1L ri u - IDd cora _ (N EACH END LENGTH i c 2 sttM,0NOMON c FLIP AND BDFroH ) ,H AL,I- BE 15/32' CDX OR 7 j 16" OSB. (U.O.N.) __..- _ � DOWrI ALTLRNIATIVE EPDXIED ANCHOR U e!• �E. - �� -------- - - - -- T- - � - t ��oc. t,!/A� 16„oc. N/A 24"oc. A TVPlCAL MONOLIrHIC FOOTING w/ BRICK VENEER c316 AT 2f x8" hEDCE f � 5. STRAP {'LEADER STUDS TO DOUBLE TOP PLATE vr/ 12 f . N r'A 16� MT527B ANCHOR1 A 6•'oc5/g" THREADED ROD WITH MIN. 5' EMBEDMEPIT TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 106 TrPICAL ',--STORY BETWEEN FLOOR STRAPPING 13 ft. N/A 12'". N 16"OC. ----_ _ .---�-- _ ._ _ _. ----------_ -- CLAM MALS OR 10- .131"c 2 I/2'� GUN FLAILS. / . N/A 1/2•.10'WHOR BOLTS 0 32•a.C. 3/4'x8" 'HEDGE ./2-.2'.1/6• rA5HER3 J M TT4°B kNCHOR 5/8" THREADED ROD WITH MIN, 7" EMBEDMENT /2".r' 'HEDr�Y._._._ .__..._�„ _._-._._.____.. ..__.._.____. _..___ ._.'--- _-_..-_. _---- NAILED TOGETHER A'C:'�"oc. w/ 1 CRIPPLES SHOULD BE 14 Ft. N/A I "oc N/A 12"oc. N/A {6'bc. ALTEF+NVE.VSE 51MPW4 M13 on 6. HEADER STUDS AND HEADER SEueo r.-3 Ar 24'o-e � __�..._..-_.......-. .. _.4 Pr SILL ON SLLSEx - 1 2d GUN NAILS ( .131 x +/`E`AOO TPP4 0 32'a.e 1.T F20 ANCHOR 1/'2" THREADED ROD WITH MIN. `a E MBEDro1EN T 3 ) S rAGGERED. CLIP UNIT TO SHOE PLATE WITH ea, 1O H wwM cR 1- -w4i/6 CLIP AND NAIL WITH 8- 10d COM NAILS �. F E'ERV[t FEIIiipRCEMQIT ---_ _-__ ..___. -- .-- -_- _--- - ._...- NUT rl/ x 2" x 11/8" WASHER (U.O.r•I.) FIDSA - r�A-- -_`._-- 3,'-t'f THREADED ROD WITH MlrJf U'_EMBEDMEfJTV NOTE: TFIIS TABLE APPLIES FCS STRUCTURES WITH `l. ALL v'JINC)OW AND DOOR COMPONENTS MUST BE �DESIGPJED TO J_ BLAh4- 'n/ 1/2" THREADED WEDGE ANCHORS SHALL BE "RAWL-STUD" OR "KWIK-BOLT" OR APPROVED EQUAL NITIiSTAND THF DESIGN LOADS BASED Ott A 100 P.1F11 WIMP MEAN ROOF °��,E�„p �°,"�L ROD THRU CENTER EPDXY SYSTEM SHALL BE SIMPSON "EPDXY- TIE" OR HILTI "HIT' OR APPROVED EQLIAI_ ZONE. NEIGH r LESS THAN 25' AND CONSTRUCTED IN WIND Q ---- - ------- -_._T-TT- - ---- __- _ ONE OF W ,.,� . SIMP`_.Lld PA 51 F=rq�1. STRAP 3. ALL. CONNECTORS ARE 'SEMCO OR EQUAL.. (U-O.t1.) 1O0 MPH OR LESS. �Lo _ N. 25"LAP 0 Ccre;ER3 ,• F 1•-4` =:roFrcoao�LuH.,,,E GARAGE SLAB THICKENED EDI]E 9 FOUNDATION DESIGN IS BASED ON MINIMUM SOIL " --- SPF STUD GRADE MAY BE USED ON 8' OR a s r s.ccnr -- PERMACAST COLUMN ' 000 psf. �./ �' BEAR NG CAPACITY OF �, LESS TYPICAL MONOLITHIC FOOTING j %" TE#1�/AI,.L NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR w 10. DESIGN WIND LOADS-ARE BASED ON THE SBCCI SECTION THE 'SECOND FLOOR r1N TWO STORY AREAS. 1605 WITH WIND SPEED C)F 100 MPH TEM1VALL F-❑❑ rIt11-3 Bn1Cx VENEER WItH 1�AIR $PAGE ANT WALL TIES AT IS"".VERT. N+0 AT 32"VC HORIZONTAL. WITH GALV. FLASHING AND'NVP HOLES I I,2" THREADED COUPI-ING y / -- 2x4 PT SILL ./ SEMCT TPP4 AT 32'CG NAILING SCHEDULE .. 1/2- , IO-0.9. AT 32'OC. ._...._..�.__-,. / -COLUMN BASE ' / _ e CGNNECTIQN 7Yf'ICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING Z 1 1 1 Lap in double plate 112-lad common 116-0.121"x 7 114"gun nails 120-12d sinkers 4-CONT., SLAB -6-10 0 � �-- FOUNDATIOrI � t 11 a B"o.c.on edges and 12"a.c.In the field with ed O"o.c.on edges and 12"o.c.In the Hold F4"a.a.ae edges and 6"o.e.In the(laid nOERMESH On 6.6-lonD WNM \ SW-Shearwall Common,box, screw shank or ring shank with 0,131"x 2 112"grm nails with 0,098"x 2'gun nails x 10" CALV APJCFIOR E30LT J�-f - - ' 3'o,0.on edges and 12"o.c,In the field with 6d 9••6.a.on edges and IT'*.c.In the field I �^ 1 - . -r"-7jl- / -T I SW(3)•Shearwall common,box, screw shank or ring shank with 0.131"x 2 1!2•'pun nails �-} L 6"a.c.on all supports with 6d common,ring Y' smooth,ring or annular shank gun ring,screw or annullar shank gun nails, 1I TYPICAL "F'ERMACA57" COLUMN • 1 112"or 7116"Root shank or screw shank,4"o.o.edge nailing with nails,4"o.e.edge nailing within 4'of roof I4"a.c.edge nailing within 4'of roof � t 1 I CLEA=1, TREATED. COMPACTED TILL �•r ,._._ _._._W.-_ _..__�._- _ Sheathing,1DO MPH Zane 4'of edge of roof edge !edge Cti m 112•'or 7N6•'Roof 4'o.c-on edges and 6"Q.c.in the field with ad 4"o.c.an edges and 6"o.c.in The field ! / Lr) 9'CMU STEMWALL w/ 114•JE.RTICAL �_• Sheathing,110 MPH Zone common,ring shank or screw shank with 0.131"x 2 112"gun nails `J (V cRAr -� AT 4a- OC AND A1C CORNERS, ./ + = _- - /#'1 BERT INTO FOOTING Ar•1LI l -J--- _ NOTE'. .mss.-.._._._-.__.. Samco IrCPLL/L clip 4-6d common In truss and plate 4•0.131•'x 1 1r2'•nano In truss and plate 1 _ _ R 12 HOOK AT SLAB AND ti"HOCK - OPENINGS TO 5 4 .,.�' " T H.C K.E r'l E_I) E •a E X WIDTH VSE (i) Semca TPP41 6 6-lod common 10•6d common 110-0.1]1"x 2"gun nails _ O ,�'• 10" Ar lOprlNc. - �• - TP04/6 TOP AND '�� Somco RTPGA830 13-lad common In each member 13-0.162"x 2 1r2"nails In each member i W 9OFTOM ��-- ___#4 \/ERT. --TYPICAL Semco M1821q 24-led common 24-0.162"x 2 1t2"nails 1 r 20' . 10'CONC. OPEr11NC3 5' TO Simpson C516 'It-f od Common each side 14-8d common each side .14-0.171"x 2 112"Gun nails N ro0nN0 ./ 2f5s CONE 7' WIDTH VSE ���- �... --_ FOR r-10-ST- Y --- (2) TPpP4/6 TOP 1 45 CLINT. Simpson IIETAL 16 15•104 x 1 112' 1$•lad com(2 ply buss min.) i 0 'N uSE 22"-10'FTG. _ AND AT S2'O-C. 3/4"Thrd.Rod Epoxied(8'Emb.), 3.716"bolls •/ 3 ds'a Gcrvr NOTE. (nPICAL) Jimpson HDIIA thru 3 studs(m1n) TYPICAL 5TPlPPIN0(LINO) ` PLACEMENT Of SHAPSON PA51 EMG. STRAP T'rP1CAL STEMWALL w/ BIaICK VENEER Mores: I� 1 Simpson MTS12 7.104 common in rafter and plates plates t � �...I (y C - VAY BE LTCAFET - Simpson MTT2F1[3 24-i6d Common 124•0.162"x 2 112"nails AT EITHER SLOE `� Simpson IITT22 32-lad sinkers I CP KING STILTS. w PLATE MUST BE ' CONT. OETWEEN M ------ 2x4 PT SILL w/5EMCO TFP4 AT 3Y OC. BOLT w+D KING = W SIVT /�►s 1/2"1 TO'AB.AT 32"QC ANCHOR tlCLTS 5 s/2'x 2"x 1/6''WASHER MLIST BE WITHIN PRE-ENGINEERED TRUSSES AT 24" OC.-•- O gz�OF KING 7/16" STRUCTURAL ROOF SHEATHING /q 4-CCNC, 51A9 2500poi r/ V/' FlOERMESH OR 6.6-10/10 wnM - - 1/Z"x 10• ROOF SHINGLES OVER 15# FELT -----•---- Y ' w - A,cJ2 9. OSRFA-3 24 ?x4 OUTRIC;GEF� d 48"Dc. fP(CAL) a"'s"' 7/16" 048 SHEATHING NAILED AT 6" TIL;, ON ALL BLOCKING REQUIRED BETWEEN OUTRIGGERS Q HURRICANE CLIP H-25 OR EQUAL I�------�GLEAN,rRegrED, toewnCrEO FILL �l TYPICAL HEADER STRAPPING SUPPORTS w/ 8d COM OR 8d RING SHANK,. -_ _ SIMPSON A35 C9? 18"oc. LO 9'CMU'31EMWALL a/ 114 VERTICAL SCALE' 3/8"s 1 -p" � � (/ _ 'C AT 48-OC ANO ALL CORNERS, ./ -L �� "" Q '! 12•HOOi4 AT SLAB Ar+D 6- AT lwCa HURRICANE ANCHOR AT EACH TRUSS \� I 2x4 BARGE RAFTER CONT. M 1 1 er rrr Ar FOollrl0. ( SEE SCHEDULE ) � -�_ / 2x4 BLOCKING © SHEATHING JOINT SHINGLE STRIP �. 20 I ,d,colic,1TRUSS (2) 2x_ SYP DOUBLE TOP PLATE w/ / � 4' FROM GABLE END ___--�_ FA5G1�1 .. - FOOTING w/2t5•a CONT. . t wB„ FOR r"Q--FdFtr 3-16d COM .+.A EA. SEMCO TPP4/6 AT 32" OC. ,.r USE 3 j5's CANE BLOCK (rYP.) TYPICAL sr MwAC( CORNISE DETAIL AS 9x4 SCAB CONT. -FOP TO �, --- TOP CHORD OP CABLE END TRUSS � ---3-12d COM (TYP.) BUILDER'S SPECS BOTTOM DROP 3 1/2" 2x- SPF #2 STUDS AT 16" OC. CHORD (D 8' FROM GABLE -2x4 BLOCKING ll 24"oc. �. (SEE STUD TABLE FOR SIZES CONT. 2x4 SCAB FROM TOP TO 3- 12d NAILS TYPICAL AT ~ -\ BOTTOM CHORD X-BRACING I�Z SHEAR`NALL AND SCACING AT VARIOUS HEIGHTS) X-BRACING - --- (PROVIDE ADDITIONAL 2x4'4 d �� VERTICAL IF HIGHER THAN 43", 7/16" OSI3 SHEATHING NAILED AS NOTED �_ 2x4 SCAB IF VERT. WEB 15 1 TO FORM AN +'L' SHAPE.) CLfAr?COMr'ACrEO FILL TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION NOT 2x-_ PT SILL w/ SEMCO TPP4/6 AT 32" O':__ ' 4" CONC- SLAB 2500Ps1 W/ PRESENT TOE NAIL TRUSS TO DOUBLE 1 )s caNT, 44 / FlBERMESH OR 6x6-10/10 WWnI ZPLATE w/ 16d COM @ 8"oc. TYPICAL rHICKErlEp EDGE FOpnNG \\ CONT. 2x4x8' #2 SYP / 1/2" x 10" A.g. AT 32" OC / � �-BQTTOM CHORD OF CABLE � 4 srvI, 0 1a o.c- w/ 2'" x 2" x 1/8" WASHER __� ��_ � -�. LATERAL I" 2c 2 or Bt. SPF 1_ _} BRACE @ 48"oc. �' END TRUSS -----2 x 4 STUDS 0 16 C•R, CLIP STUDS TCP AND BOTTOM Ha. 2 or 9L 5PF w/ 5EMCO TPP4 0 32-o.c- CUP STUDS TOP AND BOTTCN 8" CMU STEMWALL w/ 1#4 VERTICAL. 2x4 BLOCKING (D 48"oc. -"----`�"`�"'-"Y-"" ____M `�-'�'""""� -2- 2x4 TOP PLATE W/SEMCO TPP4 0 3Y o.c. 1/2•. 7'WEDGE ANCHORS W 032*O.c. AT 48" OC. ArlD ALL CORNERS, w/ BETWEEN GABLE AND FIRST zz .�-1/2'a Y wEOCE ANCHORS 4'CONCRETE %LAS r/ 12" HOOK AT SLAB AND 6' Hoof: � .� � r TRUSS. 2x4 x--BRACE C,? 8.-0" DC- ----- 2X4 STUDS � 1 F��pc. ¢ /y� F 616, $0A10 WMTA OR J Q 4 32'CRE FIEERMESFI REINF. / +`. 10.10 SW ./ AT a.6, IOx10 WNW OR 6 MIL VAPOR BARRIER OVER TREATED h CCMPACTEO FILL O" x 10" CONC. SHEET: FlBERMESH flE➢+F. ,kxr.; ilj' ! 4� FOOTING W/ 205'5 CONT. 2- STORY FOOTING --- ALL MEMBERS SHALL BE SYP . 14 11ri x 9" �---6 MIL VAPOR BARRIER OVER (2)N 5's CONE. _,_ _{ TREATED&COMPACTED FILL 8" 1'-4" d' �"- NOTE:FOR WI stony CONDITION315, (z) y sb coni. �-usE F'-e• wlprll./ 3 14'4 corn. 70" < 10" CONC. � -4 NOTE: FOR 2-STCRr CONDITION FOOTING w/ 3#5'S CONT. USE 1'-9'WIDTH r/ 3 ;Ys CONT S - 1 �� T'fPICAL WTERIOR BEARING FODiING TYPICAL ExTERIOR WALL SECTION ��TVPICAL GABLE END ( x-©RACING TYPICAL INrER10R BEA12iNG STEP FDOnrlG r\ I v - --- - V I cv cv � � I f Y N coo O a r — _ r 1 r I I � M r L Q 4 1 REAR I , Ill I c=r. rL .L.. F � r �_ ?�.>� -- _ -z* z_ L'^ z� �— - ,r.. .�_-. _.T- - L. Lr1:JL :Z�T �T ..Z r_ - -T-- LU i v � o f Q � � cna ❑ RIGHT ELEVATION ==�. - I 43 I �-5 m rn i. EDo N cpCf) 13 E:3 0- M_ 1:3 0 LS S_ 0- L3 L3 C3 jjC3C3 U I I S M i 4.� --th 1 fRONT I l r- - -- I �- _" 7 � z �rz-mss s- -- __r-�- .. _.. _r_-�_. -- - -7�._ - ��...-�._ T- S_ -�-� ..�.._.S_ s _- _ _ .._ -- I.' ..� �-.� ��' - I� `� � 1_-. .��_ _r_ I� .-7_= _:�- :i-_ -L ._IL_" � - --r- i a ra�T _1 1 ...5 -- _ _. r r- L�S'-Z�_ a �� r 2_ L .Z i_T.' �--1- �.7._-�..L�-- I LL LU j o LEFT ELEVATION I v ELEVATION5 Ing Joo"n� , S i rya ur NP in a: oy m, i6 (vv l 10 Ir {----......... GREAT ROOM OUTLET AT 423 � I I { I I GARAGE \ \ I i 150 AMP SeRvicE-__--. 7 I KITCHEN � \ 1 — -QHALL �\\ 5EcuPJTr KEYPAp -------------- - •� 5A N - d \ sv CLOSET I' ECuRJ,-r KEYPAD I sv BATTl \r a%C.upiTY PANEL \ ' -;-,MASTER BDRM \ �I BEDROOM c ®r- BEDROOM BEDROOM Q. :) i MA5TER 6ATH PORCH •, , lu LIVING AREA L 237 5q ft � 1 � � l i NI b i ct FULL SECURITY SYSTEM NOTE LOCATION Of SECURITY KEYPADS IN MASTED. BEDROOM a AND MALL I moo ; I i � I GENERAL NOTES: INSTALL FULL SECURITY SYSTEM N TILE FLOOR COVER ENTIRE HOUSE - EXCEPT DEDROOM5 d FAMILY ROOM FRONT OF HOUSE TO 13E STUCCO ' z EXHAUST FANS WITH LIGHTS !N BOTH BATHROOMS 5heaeWalif) resiled at 6 c,,c. on edges and ¢' o UFGRADE REFRIGERATOR TO FP522ZKG !2" mc. on intcrmed�te e>a�fpar�wi wrtY 8d CAST IRON SINK IN KITCHEN RLAKEFIELD#5924" L CJt7ltripil nails 5hearwal15 muted at T D.c, on edr:3e5 and O Upps 0 [71 19'6 1/2 .- 14110 - - --- _....__.__w. _ _ __ 227 1/2---- _ __ - 2'- t 2"O.C. can intermediate suMortaw with 56 � m O u U 1 common naih, { � {�_ 0 `n U 11'6 - 3'4 - -. 5'9 1/2 - - 16'10 - - - _ - M05E 13188 LOCATION Glass f3Icck- j \ WA230 war 12W1L1230 W3012 W9630 •, // Q BLE0473G BPRI23� 61-Bo3O36 / 1 TPS;�' Vrr n TO CRIPPLES'v111"f"rl �\ 1 LO In i1=OA636 S TRAPS ON 5►aped Ceiling m GREAT ROOMLn 510ped CeltingEACH END. 1:13 314 5cl ft PLATE HEIGHT- 7-0" DISPOSAL ON 4 ' I SMALL SIDE <_ W GARAGECERAMIC TILE // 1 227 sq ft - —l --------- -- =' I o I i 1 � I `� �o KITCHEN jt \, CERAMIC-TILE-� CAR>ff \ I1 G7 ft I a CEILING / < _ PLANT SHELF OVER 2868 PLATE HEIGHT- 7'-()P / I 4 = 0 i I _ 5'4 1/2 212 1/2,F 14'1 i/2 ..........................• / I I \\ '314 _-�}'6 -T. 10- CEILING .� I i I—r —————————— �- -- 4068 ! cv I I �" CERAMIC TILE 78 sq ft - �- 3'G 1/2-� VAULT - 1'7 ��39 _.. �w cw \ - - 2 :71111 .W 2668 \ > 0 j iv ;I T_� 1rs �y 27 q ft fLiNGr o 33�fF� 8 m I \\\ � �© \ I u7 1 1 (0 CERAMIC TILE o I I BEDROOM MASTER Bi7RM 149 ft I I 222 5q '�2'3 112 I I p j CARPET I w i CARPET \ 1 m ��'I c Ju L { t — I I ;I BEDROOM ozaa2 elzaz oRza2BATH I I TREY CEILING \\ I I VAULT 45 561 It I 1 43 5 ft 30G5 � q r22. x22-a aez I I \ � 0 CERAMIC TILE I \!� /rO - ILLPORC CARPET MA5TER ATH I \ I Osp 020 20 �! � I \ 1 I / 1 __ --__._..._....._....._ — — ' �— -- — -- --- -- - —I— — MCSz� m / ` N to I I - - -- -- -- cry ` I \ cv = \ \ (� // 5foped Ceiling \ �h __.. N ..- � T I 3050 // p \ `\I HO5E 81813 LOCATION LIVING AREA L __ _ ----- _ _ _ _.__—_m_—% ce,llnyat8'a' above shower 1 Cn t 1237 sq ft X PT Pm r oN SimpS ON JOU _�o i' .,,,,,>::',:;; .... -. .-. I — I cQ PC' r Er', ;E:US's de- 51iNP5d h18 2'1 8'3 112 it I - - I I j ---- --� -- I _ GLINT;A f t!L_ti17EF1. 2'10 --= 216.. it,I I 51 ` 1 1' 1/2 .__ _._ _ _ ___ 514� �-- 413 112 2'4 1/2'�----- 9'1 1 112 58_..._.__ - - � T TT 161 ! ---_ _- -- , 2, . t i I � } I -- .j Pt R5T PLOOK PLAN bbj 4 n � - -- 1 ¢ o 57' - ------- — _ - 21C\1 PATIO 6 ,n ° IN in ni O ro (Ll � cV r- _.. ._ ----- ---------- ---------•--... --- —__ ----— T ——rT ._ ------ --- - ---- --__.. -_ _._..- — .._.__.._.__---- I� _ T—_ _.._ --- m s a -- --___. _ __� T_— I i I I r----_- I I I I 2500 FSE CONCRETE wl GARAGE f[BE ,[1 ESE OVER COMPACTED, TREATED 501L G MIL V15QUEEN ► `� I I PATIO5LA13 6' cn 2' I 1475 5q ft i I __ O 01 I I I � I \ �� \ r___ — I � w I'' \ I I oz --� _ I ,-- - — I i /� \> HVAC PAD i D I I I I L I I GA 112 f 57 1/2 518 2' sf1 57' 2x4 FT sill w/112"x 1 Un - detail 5 aanchorlavllns 32" OC or { 1/2'x 7" wecicie u Detail C Detail 1) rs I 7• Deta�►A lvlts @ 32" 0C mud gill aricl7©r 24 This cf Slab wl 2" x !/5° wahe,rs M 20' x 12" Monolithic 12"x I " favtmC35 w/2 - I� Thickened faatine =i f CUi�I�. } ! - #5 RE-BAR 8•..� a -. ¢• ' I MUNDATION SLAB 0 I a � L ',i vel no CU l 1 � 5 O hoc 75 I � v 1160 i ju --------------------------- _ CEIVEr n Buiiding and L0111'19 I a Victoria K. TwarcizickRE51DENCE r Johnathan at Lot 1 . Block 18 15 ATLANTIC BEACH — a Atlantic Beach , florid � aPrw aoVd � oW j -- <11L0 9EACH Bull RECEIVED byv: BE5TCON , Inc . G\yr A� NU ny f NOV 16 1998 City of Atlantic each Owf1ding and Zornina