Loading...
675 Selva Lake Circle ,Y R4"AIM f - ! - ,_ ... _ 1 _ I r \ ` - r. - 4 .. 1�'` t'--�.• .� r - syr'' • �'•''j t sl'UD "IABLL 1 �s Stud Spacing'tor Exterior Load-Searing Wats ` ., ! 13LOGKIrIF REQUIRF[�. - eitin 's . . Axa ntorrl►r, . ;� aer.-ccrr atTTZI�eRs - `- '• •_ g No. 2 SPF - , No. 2 YP- -No. 1 SYP E4->EATWIejo JOINT MIRRICArIE c, Naight 4' ('Rq!1 ,SAf}l.E )` 1x4 OUTRKiCiER .-N-1.5 CR EOIIA; -- -- --- - - -- - - E1L7 • 4o' O.c.. 2x4 . __ 2x6 `2x4` 2xG 2x4 _ t-- 2x6 �. / • 4D' O.G. - - -- ... - - - -- - =-, - 9 it. l 16" o.c: 74"o.c. - 16'o.c. 24"0- I -16 o C. 24 o.c. 1/?b' STF-,JCT,i"RAL \ U-NAI`<vER / - - -- - - - RC'G .'IIE A1NriJG �� � Jam. 1x4 BARGE - -- __------ t____ . _w -_ /- 10 fl. -I 12"o.c.� 24 o.c 12"o:c. 24'o.c. 16"o.c. 24"o.c. RAFTER CCNT. _. - - - -- _ __ l_ N/A T 18"o.c. ( NIA -- -24"o.c: _ 1 bNR1GLE STRIP w_.. _- ' . . NIA 1S"o.c. .� N/A 16 o.c i ----- --- - -- _ NIA 24'o.c. FASCIA 13 t1. -- NIA-+ 12"o c. `N/A� T16' T N/A' - 16"O.C. 1x4 X-HRe E -�- _. . _._ 810' OC \ TOP CORD C__ 14 ft. �. I NIA 12"o c.-- _ NIA -- --12'o.C.-.. N/A- 16" o.c. GAME END TRUSS � Noto: This table applies to structures with mean roof.height's< 25' and - \ CONT. 2x4 SCAa construct©d in a wind zone of 100 mph, or less. 2x4 SCACj \\` ( I / rf;.' TOP TD p' . 'Ttio Rw•r, Sd ce o.c. ' ! CC?NT TOP' O �\ I I BOTTOM CNLIRD w L-nOTTC"• f \ • I . X BRACNG J l Ct.l C t ROOF SMEATw4c (r-',ROYIDE t Uc al Notes - , C" 'AbDITIONAL 1r4 • '•- ' I -/ I l AT VERTICAL IF - �� I)d Nr11Ls l ` WGPER TrIAN 4e'• I All lags in tctp plate shall be a mininuuli of 4' and nailed with 12 - 16d common nails: �.., ` f T i PICAL AT-� TO FORM AN 'L' ' X-B}11CTYa �'}► ( )x4 SCAB sNAPE 1 2 All sheam'alls.shall be nailed it Yor G'_o.c. as noted on MI edges and 12" ox interniediatc T vuE � l VERT. W15 IS, l oa !,l with Rd Commons U. N. Block all ansa urted edges with 2x4 ilatwise blocking,, l�or i Tw:s< ro L ---� , . , pp 6 g,. \ o°"�` Pt.T� W '�d coK Shear,valls shall be 15/32".CI)X or 7/1G OSB. Pcacx,Mc ! a / BKJTTOH CIOM e OF TRM CEnJNC L0"KRAGU TAI "Aft.TO Top PI.ATR .+llitd C•M Z— BOTTOM.CNOtr'D C ; All gable ends shall be balloon flamed or Ir,lnled and braced per attached detail. �' �"O.C. --GABLE END TFalSS b ' CONT. 1K txA' 'J Sl"P i IN t. 7 Al EPRACF -`"`(17 1x4-TOP PLATE •1 SlOp llei1(1C'r studs to double plalc with •I I'1'G/4 at each end of header and nail with eight(8) • .co' oc / 4 10d common nail. (U O'N.) cA 'r i UNStIACED LENGTH OF X-BRAC!NG MAY � } Jx sTuos FI L /v CR OIt .,►4EA�y.I�L� 16' OC. �ONNfCT/OM Roof - " ' )xl cit ocrctrac, ' I lcacicr.studs incl lJcailcr cri �Ics should be nailed to ether at G" ox. w/16d staggered. NOT EXCEED 10 FEET. IF LENGTH DOES SIA' OC. c+ETwEEr4�� 5 11 K ��crcd. Clip . 1' CIABLE A44D rIR9T unit to shoe plate with one (I) TI'P614 dips end nail with eight (8) - 10d common nails i, EXCEED 10 FEET, ADDITIONAL SCAB rRuse Is RE4UIREEO. t (U.O N,). ti. All window and dour componems must l4ilhstand a 100 NIDI I wills! load. 7 Ai! comcctors.arc SEh1CO or equal (U.O.N.).- r` , NG _, ENE) �; I�uun .tion desi�ll is based all a minimum soil bearinK capacity of 2t)OU ps SEWO TPP 4 �' "`— __ --LE 9 Deslbn wind loads are based on S13CC1 Section -1605 with a wind speed of 100 mph - -- - —1J - O) ,3- •�NEAT-N/NCr - NA14.19O ' uN ALL SVIIOCT'S -/go( COM OrL of _. _ . - pPr4 1X4 TIZLJ ��s te �♦ ,,O I ---t �--��--- ---,. 14, eCC ��1SS .SN,NCrLE3 0✓L,t /$r/4 - li o t -- NAr O r+/t3 lOd co,4t, IauRRt c�n;E a-+►S- AS vo7'fa R-3o SN su1� 1 ON A r TAGIaG0 CRAR.T- I L..�_i �t :' C4tuu� LAAO. 5 PF S rvo s E h f:+Z ��) 2•x4 s' SYP l i • l �, `S. -- SEMCo T'PA4 �' 31''o.c. UErAt� nF TPP4 CcIP ��-- Sr2o►PIkiv- - iJNLEss �Tnen wlSI': Nor-+rc IN cnN.) i r r II � ► ` f'E� IF�` +LOCA7/UA/S I -! j rl 2.4 SPF 5ru4� e i�"o.c, I 1 llc� 0.5.6. 5NGArHIKU N^IL_ :.' - I i • 2>rsT�L.� t..�ue Dl�.cewsioN ,. �( � ST04 s t uc Srucco FwL,M `I 17N*V L-A I t1 04 � f :,ucNo1 lLr MUST j SrociLo FINILN y -- FLOOR SYSTaM ( ;f LAP. ori SHICEr SIo1A1F ItL ltloTCr i I► 14 ,� �! L STUB Z rt / 2%4 P.T7- SIAL_ wl14L' ■ 1O .4�t3. / ^� `/ 2r4 P,_., �SYP� 1ts'4 I�� A �-/' 3:)"0' - L 31110-C. ANo W,fN/N .G oFAc� �^ _ + L -` __.L... i --- TtM(-.k. �i �I1NC h AA J_CX'7 FA•3 Z', 'o:C iEMI., TPP4 CLIP le 31'�.c NAIL w` 16-10d - CoM 1 `-,rail p,F 1w41 u FLA7-';- ` MIL. VAI'or? &AaAc/f"c i 8N� � 32 O.C. . fJA-L .. tl Od V +n v O VE 4 4 0AA �+ _rAI v F/ILL f ' I Cuff CN Vr'r'E� A +p Ii9 Vvtr. t6 ALL (,0KNi0.S x LUw'r� 3tv�� 1 , Ci rt r.P[ Ott M1 G A r 4' o.C. . MIN. 6~.HOOK QK 1 \�� . T >' PM HEADER ST(kl7� ING M � - 1x4 . INro Fm ANO /2 NOOK /Nro sac ; o ' \ 8rrx fbr Lo.JC FFG. .• � .I;1_0 II<_ /16I Sti :.i1CATNI•J(r L1 , - . - - - 7"1',r��ti.4 _ V✓/i c;(, :iE rl U�`�, Lc,o►Z l_C '�[_ L r,i t�np►� IN h TPP 4 2' % 6 C +h"•r0' AC 4 32- 01C ,y Ih. �f0 /. r3C- S2 C• 2X-� P $ILt /GcG-Io/Io rJwM ' ALi" 51 AAr:G►1 _ � t•- _ SEM'cc FA-s e Zq'o,C. CL;a ;?I,GS 1n.`' A'vti e. 480, �. ..)•e.LT - � r 1 �U 1 j!:L� V.'/ iGP4'$ ' SEMCG TPP � '�2 a.C. 2 ,C Z'. /ar wAS. CI 9 32" C.C. ✓ - i, r = /// _ /// _ 2-x4-Pi' S+Lt orJ ScLg.EALL_. Ar:. r+ORS 0.32" 0, C VFkr Q 9t34Fo.c�AAP) ) , 1 40110. w w/K O,2 For) GSM i r AT- ALL Co+IN*•ts ' �� � 1 ENO lNT Su16 A� Fholr pv7o FTG► i 4" CO'�CRETE 5.x;3 w/ +. I y f19ER .4ESH R- . ice./i/=ii . � / tv /i% � tvELL GvMP�lLrcw Flcy. r = . ` — ,y a� _j1//7.� • ,s_..- 6 ralL VAPCR BARti,EIR 0: 1� _ _ A. • TREATED 1Sc CO?)PACTU." FILL - -- - _ 1 At1 1!!.r-%!! //=/i/; ii Vii/ I 1 (2) 'p5's CONT. r 1 ' 2S5'"P AT C0k,IVEtJ rct" 5s ceNr " - USE 1.-ft 4s cv.-r, n POP- 2 I CK EN ED SLAB : `.,,,,,z �� � ; 'TYPIC-AL DIRT-Ates F4� >JoiLTu f7LA . CLA56tC �f z vs� 3 s .. oHnlrlo� . . a o� ;xkr1�*-- 7-yI'! AL f �oT�A/G- GA4LAr I �, Z - sTo�.• c rico �` • 4,� Jeffrey K. 11u1sberg t 1, f 3015 Hartle Road, Suite . • , 1 •STaQy - �� Y 40 Air l Jacksonville FL 23357 1Srio i TN / 'Foo r Ii- /J�"1"A /c ;''. � a Scale: ^S T� Date: t3 Revision No.: t7ra'rfn 13 o FAN ONLY AG. ,n I S / W t 1 Q CENTRAL i 1 _l fL VAC. INLETrh -- I 1 / J DN �� / 11.1 ENTRAL UP 3 R. \`\\ – VAC. INLET --- - }- oil .,- v otu z I I v Q TV / 1 LU PHONE 11 TIV S J � TV m d- 1L LU O O t� r PLAN E30NUS RM EL ECTRIGAL FLAN 2ND FLOORELECTRICAL � WW O 4 m O a � 0 / \I LI T U ' ER STAIRSUA \\\ ' o I 1 � ' ( 1 1- O NLY ► \ I ( 1 Ppr 1 I - / / /� -- >tm L - PRENIRE FOR �-- A &ARA&E DOOR OPENER COMBO i' I PRENIRE FLOOD\LI&HTS \\ \\ i I � N \1 CENTRAL TV � –� VAC. INLET / I Tv \\ FAN 07N tr Ei vl P PRENIRE FLOOD LI6HT5 0 O —J ELECTRICAL PLAN I ST FLOOD z v � a o 12 12 FIBER6LAS5 SHINGLE �"1 �� ROOF to W 5" DXIb' W COLUMN EFFECT J 2ND FLR. BR&. - Ib'-7" 2ND FLR. BRC. W STUCCO FRIEZE (FRONT z 4' X 5' VERTICAL r 1 � GABLES ONLY) 51DIN6 I I W I I _ 12'-2" BEARING O W 10'-6" 2ND FINISH FLR. I W STUCCO BAND W/ - - A_6' BAND ON TOP 9'-I" BE RING --- _ Q'-I" BEARING -- 5'-I" BEARING W 4' X 5' VERTICAL SIDING Q Q �^ - I X 4 -__-_- ---- ❑ ❑ -- --- r---- - ---- ------ -- 1 TRIM F (IRDS. l - - - - -- -- ---- - — ---- -- (UPJ Q Q 4" STUCCO TRIM � 7d- >L STUCCO - O'-O" FINISH FLOOR — ---- O'-O" FINISH FLOOR O'-O" FINISH FLOOR - UNIT 'D' 14" = I '—O" FRONT ELEVATION - UNIT 'D' ! 4" = I '—O" - ���i� ELEVATION ill / / -7 n . ��s awNar r�eatewe� m 4' X 5' —� VERTICAL - SIDING ' I X 4 TRIM , r eewr+a (IRDS. (TYP) __ 8114•e�ww 84•ee acme __ 4' X 5 4. , 4' X 5' VERTICAL X N VERTICALttj < �— ' SIDING � 4' X 8' a,ucco waTiICGORLRUW -. 4' X 5' VERTICAL I X 4 TRIM SIDING — - I TICAL SIDING BRDS. (TYPJ 51DIN6 Low MK.JH moon -- a -- O.o•Poew moo Ob•maaH MOOR -- O�o'PTWW BOOR RIGHT SIDE ELEVATION 1/4" = I'-O' LEFT SIDE ELEVATION 1/4' = 1'-0' n ' m � tu Q lel O O � 04 IL v mIL � � zv � _ 0 • 4 Q - N LIA ILI A \Q In RIDGE z lu lu ' I I lu • II o I � LF06 LU � i LU o } o 0 I • � z V13 N • ROOF LAYOUT PLAN [A Q Q at-OR 60'-0" t u o I z t f m I HTT22 HDLDDWN :T---- q� w I MT5:216 tt I HO D o, I U _ = I r- -j THICKEN SLAB TO BB 8 X 12 W/ (1) #4 ROD I o 3' I ( CONTINUOUS I = I ry REG>=,55 s+aw. I I I • 4 I - I I �5��_ I I I � � 4" CONCRETE SLAB W/ FIBERME5H I I ( I I z I MT527B HOEDOWN I. I OVER 6 MIL VAPOR BARRIER - THICKEN SLAB 8 X I6 W/ I o I OVER G - I I I 14 (2) #5 RODS GON T. FOR o I I I I LEAN TERMITE TREATED MONOLITIHG SLAB I m I L - - - - - - DIRT FILL - - - - - - J I L _ J o #• L-4B 1 0z X cv 3'-61 3'-b° 3' " ' _ I"i'-O" ——I Ln ALL INTERIOR Bi=ARING FOOTING I I STORY SECTIONS ONLY — I I I To BE to x 20 W/ (3) #s 8" MA50NARY STEM NALL RODS CONT. _FOR TWO STORY SECTIONS I I OVER S" X 16" CONCRETE n I I I I FOOTING N/ (2) #5 (I) STORY 5EGTION5 ONLY �2) STORY SECTION ONLY I I _ — — —RODS CONTINUOUS — — J �a" MA50NARY STEM WALL 5" MA50NARY STENT WALL I • I � 11 �, " (_J OVER 8 X 16 CONCRETE OVER 8 X 16 CONCRETE FOOTING K/ (2) #5 FOOTING W (5) #5 i P4" X 24"OO 18° m ri ri RODS CONTINUOUS RODS CONTINUOUS I I VV PEI3j RODS m ° 0 CONT. r N I I 14'-8" 25'-0° 5'-O° I I 4 X 4 PT POST ON A 5TT-ABU4 BASE W/ }- mm I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - _ _ I r' (?J SST-Hb CLIPS BE Q IL v N FOUNr7)ATI ON PLAN � 3 a 20'-4" '1'-6° 4'-6" 4'-O" 2'-O" 31-4" 3'-b" 303 5H 35LK X7 BLK. ARG TOP OLE. BLK. = SHEAR WALLS NAILED ® 3" O.G. o G N - -4"-�E. EDGE NAILING 12" FIELD NAILING. = < AG. i O n ® = SHEAR WALLS NAILED ® 6" O.C. S TUB m 0 I O m = HD5A OR MT527B HOLDOWN WITH-IN 12" OF END OF SHEARWALLS (AS NOTED). ® < w - PROVIDE (2) ,2 x 4's AT EACH HOLDOWN LOCATION. o u _ _ € x '* N Z bn ry • 6 1AF.F. o -- �p `tel Q CENTRAL z < -I VAC. INLET 41 < d) To ' < 5 5HF. p } MVG a a I SCUT a �- UP 3 R. - .�rCHIMNEY , }- 0 -1.O" 2666HG m V �. VA6. IMLLIr F : E to t- ---- a - c Z tB�ONU5ROOM (I) R SH. v m I b'-b" x I I'-O" n IU d Z oc 2066HG SLOPE CL'6. b' N N N Q j - CARPET ' bObb B.F. - _ o BEDROOM 2 I BEDROOM 5 0 L w 11'-0" x 13'-O" 13'-0" x l 0'-8" r0 N m 8' GEILIN6 V CEILING cp iv O O CARPET CARPET u1 n -1 S 305 SH 305 SH • � o� tt BONUS_ROOM 1/411 I `—O " _ SEGONID FLOOR PLAN 1/411 � 1 1—O II �` FOR IST TO 2ND FLOOR TIE --- ° DONN USE (1) MST48" FLAT STRAP ® 48" O.G. FOR CONNECTION ---- Q `t --4'-O" - -- -C1'-10"--- ---- 51-4" — 3'-4" 10^O" 3'-6° 3_b■ 2O,_ba — — -- BL —�� _ -- — ----- -- - L�_B (1) R d SH. I'-Il" _ j 5T 6E d� (V m HTT22 HOLDOWN �✓ rAi m 6 (X 6 JOARA07E WOOD 0 `r 5HEET BOTH z x _ GAP 42" - 2068 20'-0" x 20'-0" LLI t' SIDES — O MASTECEILINO R SUITE 0.5.5. NAIL 20 HWR. T TUB EN - — CONCRETE 1I� M O _ITI G AT10. 15'-4" x I4'-4" A5 5PECED -- Q q' GEILIN6 / WMP-121-1 6L5. EW-. 4 ON -oil x I O _ TOP OF A 40 - l �I CARPET d) KNFEWALL x p� -�' CAR VINYL I ri `�I STRAP HEADER TO THE 2b68HG 0 ~ CRIPPLES W10) SEMCO RTPGA836 w --_- --- p 4068 IR.B.P. w D. I + �'I STRAP @ EACH ENS O a (fin MT5215 HOLMowN 16 R. \111� is L _ J OV�0 H / 0 dJ N L �VAC. J Q '0 0 "vit dJ ri p O IG m HIS w L. / : W. m 0 � :_o N '? p 519 6 1 m N ry 2 68HG m - 0 Q �pV # aoan I ry p i– Q - - --- I ;1 n x �► _ ; CA 11 2'-8" - 6'-4" 6'-b" 2'-2 3'--6 �' �/, '/// O � u► MT52?B � � � — _ �� e Hol DOWt+t ' M --- -- — n�suRrza)rrD i MANTLE 068HG I 20'-b" J p. KITCHEN ELEVATIONS KITCHEN 7 6t - 13'-0" -0" x 10'-b" DIN 12" BAR TOP/53" HIGH PA55 m iv ►y d• 2 Lj MIRROR MIRROR `9 VINYLLING THRU ® 42" A.F.F. _ t0 DINING ROOM LIQ NO ROOM 0 q'-b" x 13'-0" I6'- " x 13'-0" i` O z S l�-.l 1' GEILIN6 q' G ILIN6 3066 X 4 X 4 PT P05T ON A 5TT-ABU4 BA5E t. " m PAN. 00 :9 CARPET GA T 12 6 S L. 2 SST-H6 CLIPS o BEAM �' NOV 1 96 M5. BATH 2ND BATH ry .' Foo --- P��'J O -EVATION ELEVATION 4 _ -- 305 SH 305 SH u�0 ��` Buildin and Zoiina cj T (2) 28 O SH t, 4'-O° 4'-0" 2'-2" 12'-b" 'i'-2" 5'-b" 4'-b" ���• {(� ----- to IL 14'-b" b'-O' 22'-0" 15'-4" v , AREA TABULATION: �-- � � 6O'-O" FIRST FLOOR: 103q S.F. g2a OkD SECOND FLR.: 553 S.F. --1 ccr 2 91996 FIRST FLOOR FLAN z LIVING TOTAL: 1512 S.F. Building and Zo�ti n 67ARAC 440 S.F. o� LO661 A: 30 S.F. TOTAL: 2062 S.F. . '`�•� °`a" BONU5 ROOM ADD 255 S.F. a 20'-4" '1'-6° 4'-6" 4'-O" 2'-O" 31-4" 3'-b" 303 5H 35LK X7 BLK. ARG TOP OLE. BLK. = SHEAR WALLS NAILED ® 3" O.G. o G N - -4"-�E. EDGE NAILING 12" FIELD NAILING. = < AG. i O n ® = SHEAR WALLS NAILED ® 6" O.C. S TUB m 0 I O m = HD5A OR MT527B HOLDOWN WITH-IN 12" OF END OF SHEARWALLS (AS NOTED). ® < w - PROVIDE (2) ,2 x 4's AT EACH HOLDOWN LOCATION. o u _ _ € x '* N Z bn ry • 6 1AF.F. o -- �p `tel Q CENTRAL z < -I VAC. INLET 41 < d) To ' < 5 5HF. p } MVG a a I SCUT a �- UP 3 R. - .�rCHIMNEY , }- 0 -1.O" 2666HG m V �. VA6. IMLLIr F : E to t- ---- a - c Z tB�ONU5ROOM (I) R SH. v m I b'-b" x I I'-O" n IU d Z oc 2066HG SLOPE CL'6. b' N N N Q j - CARPET ' bObb B.F. - _ o BEDROOM 2 I BEDROOM 5 0 L w 11'-0" x 13'-O" 13'-0" x l 0'-8" r0 N m 8' GEILIN6 V CEILING cp iv O O CARPET CARPET u1 n -1 S 305 SH 305 SH • � o� tt BONUS_ROOM 1/411 I `—O " _ SEGONID FLOOR PLAN 1/411 � 1 1—O II �` FOR IST TO 2ND FLOOR TIE --- ° DONN USE (1) MST48" FLAT STRAP ® 48" O.G. FOR CONNECTION ---- Q `t --4'-O" - -- -C1'-10"--- ---- 51-4" — 3'-4" 10^O" 3'-6° 3_b■ 2O,_ba — — -- BL —�� _ -- — ----- -- - L�_B (1) R d SH. I'-Il" _ j 5T 6E d� (V m HTT22 HOLDOWN �✓ rAi m 6 (X 6 JOARA07E WOOD 0 `r 5HEET BOTH z x _ GAP 42" - 2068 20'-0" x 20'-0" LLI t' SIDES — O MASTECEILINO R SUITE 0.5.5. NAIL 20 HWR. T TUB EN - — CONCRETE 1I� M O _ITI G AT10. 15'-4" x I4'-4" A5 5PECED -- Q q' GEILIN6 / WMP-121-1 6L5. EW-. 4 ON -oil x I O _ TOP OF A 40 - l �I CARPET d) KNFEWALL x p� -�' CAR VINYL I ri `�I STRAP HEADER TO THE 2b68HG 0 ~ CRIPPLES W10) SEMCO RTPGA836 w --_- --- p 4068 IR.B.P. w D. I + �'I STRAP @ EACH ENS O a (fin MT5215 HOLMowN 16 R. \111� is L _ J OV�0 H / 0 dJ N L �VAC. J Q '0 0 "vit dJ ri p O IG m HIS w L. / : W. m 0 � :_o N '? p 519 6 1 m N ry 2 68HG m - 0 Q �pV # aoan I ry p i– Q - - --- I ;1 n x �► _ ; CA 11 2'-8" - 6'-4" 6'-b" 2'-2 3'--6 �' �/, '/// O � u► MT52?B � � � — _ �� e Hol DOWt+t ' M --- -- — n�suRrza)rrD i MANTLE 068HG I 20'-b" J p. KITCHEN ELEVATIONS KITCHEN 7 6t - 13'-0" -0" x 10'-b" DIN 12" BAR TOP/53" HIGH PA55 m iv ►y d• 2 Lj MIRROR MIRROR `9 VINYLLING THRU ® 42" A.F.F. _ t0 DINING ROOM LIQ NO ROOM 0 q'-b" x 13'-0" I6'- " x 13'-0" i` O z S l�-.l 1' GEILIN6 q' G ILIN6 3066 X 4 X 4 PT P05T ON A 5TT-ABU4 BA5E t. " m PAN. 00 :9 CARPET GA T 12 6 S L. 2 SST-H6 CLIPS o BEAM �' NOV 1 96 M5. BATH 2ND BATH ry .' Foo --- P��'J O -EVATION ELEVATION 4 _ -- 305 SH 305 SH u�0 ��` Buildin and Zoiina cj T (2) 28 O SH t, 4'-O° 4'-0" 2'-2" 12'-b" 'i'-2" 5'-b" 4'-b" ���• {(� ----- to IL 14'-b" b'-O' 22'-0" 15'-4" v , AREA TABULATION: �-- � � 6O'-O" FIRST FLOOR: 103q S.F. g2a OkD SECOND FLR.: 553 S.F. --1 ccr 2 91996 FIRST FLOOR FLAN z LIVING TOTAL: 1512 S.F. Building and Zo�ti n 67ARAC 440 S.F. o� LO661 A: 30 S.F. TOTAL: 2062 S.F. . '`�•� °`a" BONU5 ROOM ADD 255 S.F. • 4 Q - N A LIAw In RIDGE z lu lu ' I I lu • II o I � LF06 LU •, �\Q \Q y,A n � i LU o } o 0 I • � z V13 N • ROOF LAYOUT PLAN [A Q Q at-OR 60'-0" t u o I z t f m I HTT22 HDLDDWN :T---- q� w I MT5:216 tt I HO D o, I U _ = I r- -j THICKEN SLAB TO BB 8 X 12 W/ (1) #4 ROD I o 3' I ( CONTINUOUS I = I ry REG>=,55 s+aw. I I I • 4 I - I I �5��_ I I I � � 4" CONCRETE SLAB W/ FIBERME5H I I ( I I z I MT527B HOEDOWN I. I OVER 6 MIL VAPOR BARRIER - THICKEN SLAB 8 X I6 W/ I o I OVER G - I I I 14 (2) #5 RODS GON T. FOR o I I I I LEAN TERMITE TREATED MONOLITIHG SLAB I m I L - - - - - - DIRT FILL - - - - - - J I L _ J o #• L-4B 1 0z X cv 3'-61 3'-b° 3' " ' _ I"i'-O" ——I Ln ALL INTERIOR Bi=ARING FOOTING I I STORY SECTIONS ONLY — I I I To BE to x 20 W/ (3) #s 8" MA50NARY STEM NALL RODS CONT. _FOR TWO STORY SECTIONS I I OVER S" X 16" CONCRETE n I I I I FOOTING N/ (2) #5 (I) STORY 5EGTION5 ONLY �2) STORY SECTION ONLY I I _ — — —RODS CONTINUOUS — — J �a" MA50NARY STEM WALL 5" MA50NARY STENT WALL I • I � 11 �, " (_J OVER 8 X 16 CONCRETE OVER 8 X 16 CONCRETE FOOTING K/ (2) #5 FOOTING W (5) #5 i P4" X 24"OO 18° m ri ri RODS CONTINUOUS RODS CONTINUOUS I I VV PEI3j RODS m ° 0 CONT. r N I I 14'-8" 25'-0° 5'-O° I I 4 X 4 PT POST ON A 5TT-ABU4 BASE W/ }- mm I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - _ _ I r' (?J SST-Hb CLIPS BE Q FOUNr7)ATI ON PLAN � 3 a o 12 12 FIBER6LAS5 SHINGLE �"1 �� ROOF to W 5" DXIb' W COLUMN EFFECT J 2ND FLR. BR&. - Ib'-7" 2ND FLR. BRC. W STUCCO FRIEZE (FRONT z 4' X 5' VERTICAL r 1 � GABLES ONLY) 51DIN6 I I W I I _ 12'-2" BEARING O W 10'-6" 2ND FINISH FLR. I W STUCCO BAND W/ - - A_6' BAND ON TOP 9'-I" BE RING --- _ Q'-I" BEARING -- 5'-I" BEARING W 4' X 5' VERTICAL SIDING Q Q �^ - I X 4 -__-_- ---- ❑ ❑ -- --- r---- - ---- ------ -- 1 TRIM F (IRDS. l - - - - -- -- ---- - — ---- -- (UPJ Q Q 4" STUCCO TRIM � 7d- >L STUCCO - O'-O" FINISH FLOOR — ---- O'-O" FINISH FLOOR O'-O" FINISH FLOOR - UNIT 'D' 14" = I '—O" FRONT ELEVATION - UNIT 'D' ! 4" = I '—O" - ���i� ELEVATION ill / / -7 n . ��s awNar r�eatewe� m 4' X 5' —� VERTICAL - SIDING ' I X 4 TRIM , r eewr+a (IRDS. (TYP) __ 8114•e�ww 84•ee acme __ 4' X 5 4. , 4' X 5' VERTICAL X N VERTICALttj < �— ' SIDING � 4' X 8' a,ucco waTiICGORLRUW -. 4' X 5' VERTICAL I X 4 TRIM SIDING — - I TICAL SIDING BRDS. (TYPJ 51DIN6 Low MK.JH moon -- a -- O.o•Poew moo Ob•maaH MOOR -- O�o'PTWW BOOR RIGHT SIDE ELEVATION 1/4" = I'-O' LEFT SIDE ELEVATION 1/4' = 1'-0' n ' m � tu Q lel O O � 04 IL v mIL � � zv � _ 0 o FAN ONLY AG. ,n I S / W t 1 Q CENTRAL i 1 _l fL VAC. INLETrh -- I 1 / J DN �� / 11.1 ENTRAL UP 3 R. \`\\ – VAC. INLET --- - }- oil .,- v otu z I I v Q TV / 1 LU PHONE 11 TIV S J � TV m d- 1L LU O O t� r PLAN E30NUS RM EL ECTRIGAL FLAN 2ND FLOORELECTRICAL � WW O 4 m O a � 0 / \I LI T U ' ER STAIRSUA \\\ ' o I 1 � ' ( 1 1- O NLY ► \ I ( 1 Ppr 1 I - / / /� -- >tm L - PRENIRE FOR �-- A &ARA&E DOOR OPENER COMBO i' I PRENIRE FLOOD\LI&HTS \\ \\ i I � N \1 CENTRAL TV � –� VAC. INLET / I Tv \\ FAN 07N tr Ei vl P PRENIRE FLOOD LI6HT5 0 O —J ELECTRICAL PLAN I ST FLOOD z v � ,Y R4"AIM f - ! - ,_ ... _ 1 _ I r \ ` - r. - 4 .. 1�'` t'--�.• .� r - syr'' • �'•''j t sl'UD "IABLL 1 �s Stud Spacing'tor Exterior Load-Searing Wats ` ., ! 13LOGKIrIF REQUIRF[�. - eitin 's . . Axa ntorrl►r, . ;� aer.-ccrr atTTZI�eRs - `- '• •_ g No. 2 SPF - , No. 2 YP- -No. 1 SYP E4->EATWIejo JOINT MIRRICArIE c, Naight 4' ('Rq!1 ,SAf}l.E )` 1x4 OUTRKiCiER .-N-1.5 CR EOIIA; -- -- --- - - -- - - E1L7 • 4o' O.c.. 2x4 . __ 2x6 `2x4` 2xG 2x4 _ t-- 2x6 �. / • 4D' O.G. - - -- ... - - - -- - =-, - 9 it. l 16" o.c: 74"o.c. - 16'o.c. 24"0- I -16 o C. 24 o.c. 1/?b' STF-,JCT,i"RAL \ U-NAI`<vER / - - -- - - - RC'G .'IIE A1NriJG �� � Jam. 1x4 BARGE - -- __------ t____ . _w -_ /- 10 fl. -I 12"o.c.� 24 o.c 12"o:c. 24'o.c. 16"o.c. 24"o.c. RAFTER CCNT. _. - - - -- _ __ l_ N/A T 18"o.c. ( NIA -- -24"o.c: _ 1 bNR1GLE STRIP w_.. _- ' . . NIA 1S"o.c. .� N/A 16 o.c i ----- --- - -- _ NIA 24'o.c. FASCIA 13 t1. -- NIA-+ 12"o c. `N/A� T16' T N/A' - 16"O.C. 1x4 X-HRe E -�- _. . _._ 810' OC \ TOP CORD C__ 14 ft. �. I NIA 12"o c.-- _ NIA -- --12'o.C.-.. N/A- 16" o.c. GAME END TRUSS � Noto: This table applies to structures with mean roof.height's< 25' and - \ CONT. 2x4 SCAa construct©d in a wind zone of 100 mph, or less. 2x4 SCACj \\` ( I / rf;.' TOP TD p' . 'Ttio Rw•r, Sd ce o.c. ' ! CC?NT TOP' O �\ I I BOTTOM CNLIRD w L-nOTTC"• f \ • I . X BRACNG J l Ct.l C t ROOF SMEATw4c (r-',ROYIDE t Uc al Notes - , C" 'AbDITIONAL 1r4 • '•- ' I -/ I l AT VERTICAL IF - �� I)d Nr11Ls l ` WGPER TrIAN 4e'• I All lags in tctp plate shall be a mininuuli of 4' and nailed with 12 - 16d common nails: �.., ` f T i PICAL AT-� TO FORM AN 'L' ' X-B}11CTYa �'}► ( )x4 SCAB sNAPE 1 2 All sheam'alls.shall be nailed it Yor G'_o.c. as noted on all edges and 12" ox interniediatc T vuE � l VERT. W15 IS, l oa !,l with Rd Commons U. N. Block all ansa urted edges with 2x4 ilatwise blocking,, l�or i Tw:s< ro L ---� , . , pp 6 g,. \ o°"�` Pt.T� W '�d coK Shear,valls shall be 15/32".CI)X or 7/1G OSB. Pcacx,Mc ! a / BKJTTOH CIOM e OF TRM CEnJNC L0"KRAGU TAI "Aft.TO Top PI.ATR .+llitd C•M Z— BOTTOM.CNOtr'D C ; All gable ends shall be balloon flamed or Ir,lnled and braced per attached detail. �' �"O.C. --GABLE END TFalSS b ' CONT. 1K txA' 'J Sl"P i IN t. 7 Al EPRACF -`"`(17 1x4-TOP PLATE •1 SlOp llei1(1C'r studs to double plalc with •I I'1'G/4 at each end of header and nail with eight(8) • .co' oc / 4 10d common nail. (U O'N.) cA 'r i UNStIACED LENGTH OF X-BRAC!NG MAY � } Jx sTuos FI L /v CR OIt .,►4EA�y.I�L� 16' OC. �ONNfCT/OM Roof - " ' )xl cit ocrctrac, ' I lcacicr.studs incl lJcailcr cri �Ics should be nailed to ether at G" ox. w/16d staggered. NOT EXCEED 10 FEET. IF LENGTH DOES SIA' OC. c+ETwEEr4�� 5 11 K ��crcd. Clip . 1' CIABLE A44D rIR9T unit to shoe plate with one (I) TI'P614 dips end nail with eight (8) - 10d common nails i, EXCEED 10 FEET, ADDITIONAL SCAB rRuse Is RE4UIREEO. t (U.O N,). ti. All window and dour componems must l4ilhstand a 100 NIDI I wills! load. 7 Ai! comcctors.arc SEh1CO or equal (U.O.N.).- r` , NG _, ENE) �; I�uun .tion desi�ll is based all a minimum soil bearinK capacity of 2t)OU ps SEWO TPP 4 �' "`— __ --LE 9 Deslbn wind loads are based on S13CC1 Section -1605 with a wind speed of 100 mph - -- - —1J - O) ,3- •�NEAT-N/NCr - NA14.19O ' uN ALL SVIIOCT'S -/go( COM OrL of _. _ . - pPr4 1X4 TIZLJ ��s te �♦ ,,O I ---t �--��--- ---,. 14, eCC ��1SS .SN,NCrLE3 0✓L,t /$r/4 - li o t -- NAr O r+/t3 lOd co,4t, IauRRt c�n;E a-+►S- AS vo7'fa R-3o SN su1� 1 ON A r TAGIaG0 CRAR.T- I L..�_i �t :' C4tuu� LAAO. 5 PF S rvo s E h f:+Z ��) 2•x4 s' SYP l i • l �, `S. -- SEMCo T'PA4 �' 31''o.c. UErAt� nF TPP4 CcIP ��-- Sr2o►PIkiv- - iJNLEss �Tnen wlSI': Nor-+rc IN cnN.) i r r II � ► ` f'E� IF�` +LOCA7/UA/S I -! j rl 2.4 SPF 5ru4� e i�"o.c, I 1 llc� 0.5.6. 5NGArHIKU N^IL_ :.' - I i • 2>rsT�L.� t..�ue Dl�.cewsioN ,. �( � ST04 s t uc Srucco FwL,M `I 17N*V L-A I t1 04 � f :,ucNo1 lLr MUST j SrociLo FINILN y -- FLOOR SYSTaM ( ;f LAP. ori SHICEr SIo1A1F ItL ltloTCr i I► 14 ,� �! L STUB Z rt / 2%4 P.T7- SIAL_ wl14L' ■ 1O .4�t3. / ^� `/ 2r4 P,_., �SYP� 1ts'4 I�� A �-/' 3:)"0' - L 31110-C. ANo W,fN/N .G oFAc� �^ _ + L -` __.L... i --- TtM(-.k. �i �I1NC h AA J_CX'7 FA•3 Z', 'o:C iEMI., TPP4 CLIP le 31'�.c NAIL w` 16-10d - CoM 1 `-,rail p,F 1w41 u FLA7-';- ` MIL. VAI'or? &AaAc/f"c i 8N� � 32 O.C. . fJA-L .. tl Od V +n v O VE 4 4 0AA �+ _rAI v F/ILL f ' I Cuff CN Vr'r'E� A +p Ii9 Vvtr. t6 ALL (,0KNi0.S x LUw'r� 3tv�� 1 , Ci rt r.P[ Ott M1 G A r 4' o.C. . MIN. 6~.HOOK QK 1 \�� . T >' PM HEADER ST(kl7� ING M � - 1x4 . INro Fm ANO /2 NOOK /Nro sac ; o ' \ 8rrx fbr Lo.JC FFG. .• � .I;1_0 II<_ /16I Sti :.i1CATNI•J(r L1 , - . - - - 7"1',r��ti.4 _ V✓/i c;(, :iE rl U�`�, Lc,o►Z l_C '�[_ L r,i t�np►� IN h TPP 4 2' % 6 C +h"•r0' AC 4 32- 01C ,y Ih. �f0 /. r3C- S2 C• 2X-� P $ILt /GcG-Io/Io rJwM ' ALi" 51 AAr:G►1 _ � t•- _ SEM'cc FA-s e Zq'o,C. CL;a ;?I,GS 1n.`' A'vti e. 480, �. ..)•e.LT - � r 1 �U 1 j!:L� V.'/ iGP4'$ ' SEMCG TPP � '�2 a.C. 2 ,C Z'. /ar wAS. CI 9 32" C.C. ✓ - i, r = /// _ /// _ 2-x4-Pi' S+Lt orJ ScLg.EALL_. Ar:. r+ORS 0.32" 0, C VFkr Q 9t34Fo.c�AAP) ) , 1 40110. w w/K O,2 For) GSM i r AT- ALL Co+IN*•ts ' �� � 1 ENO lNT Su16 A� Fholr pv7o FTG► i 4" CO'�CRETE 5.x;3 w/ +. I y f19ER .4ESH R- . ice./i/=ii . � / tv /i% � tvELL GvMP�lLrcw Flcy. r = . ` — ,y a� _j1//7.� • ,s_..- 6 ralL VAPCR BARti,EIR 0: 1� _ _ A. • TREATED 1Sc CO?)PACTU." FILL - -- - _ 1 At1 1!!.r-%!! //=/i/; ii Vii/ I 1 (2) 'p5's CONT. r 1 ' 2S5'"P AT C0k,IVEtJ rct" 5s ceNr " - USE 1.-ft 4s cv.-r, n POP- 2 I CK EN ED SLAB : `.,,,,,z �� � ; 'TYPIC-AL DIRT-Ates F4� >JoiLTu f7LA . CLA56tC �f z vs� 3 s .. oHnlrlo� . . a o� ;xkr1�*-- 7-yI'! AL f �oT�A/G- GA4LAr I �, Z - sTo�.• c rico �` • 4,� Jeffrey K. 11u1sberg t 1, f 3015 Hartle Road, Suite . • , 1 •STaQy - �� Y 40 Air l Jacksonville FL 23357 1Srio i TN / 'Foo r Ii- /J�"1"A /c ;''. � a Scale: ^S T� Date: t3 Revision No.: t7ra'rfn 13 ,Y R4"AIM f - ! - ,_ ... _ 1 _ I r \ ` - r. - 4 .. 1�'` t'--�.• .� r - syr'' • �'•''j t sl'UD "IABLL 1 �s Stud Spacing'tor Exterior Load-Searing Wats ` ., ! 13LOGKIrIF REQUIRF[�. - eitin 's . . Axa ntorrl►r, . ;� aer.-ccrr atTTZI�eRs - `- '• •_ g No. 2 SPF - , No. 2 YP- -No. 1 SYP E4->EATWIejo JOINT MIRRICArIE c, Naight 4' ('Rq!1 ,SAf}l.E )` 1x4 OUTRKiCiER .-N-1.5 CR EOIIA; -- -- --- - - -- - - E1L7 • 4o' O.c.. 2x4 . __ 2x6 `2x4` 2xG 2x4 _ t-- 2x6 �. / • 4D' O.G. - - -- ... - - - -- - =-, - 9 it. l 16" o.c: 74"o.c. - 16'o.c. 24"0- I -16 o C. 24 o.c. 1/?b' STF-,JCT,i"RAL \ U-NAI`<vER / - - -- - - - RC'G .'IIE A1NriJG �� � Jam. 1x4 BARGE - -- __------ t____ . _w -_ /- 10 fl. -I 12"o.c.� 24 o.c 12"o:c. 24'o.c. 16"o.c. 24"o.c. RAFTER CCNT. _. - - - -- _ __ l_ N/A T 18"o.c. ( NIA -- -24"o.c: _ 1 bNR1GLE STRIP w_.. _- ' . . NIA 1S"o.c. .� N/A 16 o.c i ----- --- - -- _ NIA 24'o.c. FASCIA 13 t1. -- NIA-+ 12"o c. `N/A� T16' T N/A' - 16"O.C. 1x4 X-HRe E -�- _. . _._ 810' OC \ TOP CORD C__ 14 ft. �. I NIA 12"o c.-- _ NIA -- --12'o.C.-.. N/A- 16" o.c. GAME END TRUSS � Noto: This table applies to structures with mean roof.height's< 25' and - \ CONT. 2x4 SCAa construct©d in a wind zone of 100 mph, or less. 2x4 SCACj \\` ( I / rf;.' TOP TD p' . 'Ttio Rw•r, Sd ce o.c. ' ! CC?NT TOP' O �\ I I BOTTOM CNLIRD w L-nOTTC"• f \ • I . X BRACNG J l Ct.l C t ROOF SMEATw4c (r-',ROYIDE t Uc al Notes - , C" 'AbDITIONAL 1r4 • '•- ' I -/ I l AT VERTICAL IF - �� I)d Nr11Ls l ` WGPER TrIAN 4e'• I All lags in tctp plate shall be a mininuuli of 4' and nailed with 12 - 16d common nails: �.., ` f T i PICAL AT-� TO FORM AN 'L' ' X-B}11CTYa �'}► ( )x4 SCAB sNAPE 1 2 All sheam'alls.shall be nailed it Yor G'_o.c. as noted on MI edges and 12" ox interniediatc T vuE � l VERT. W15 IS, l oa !,l with Rd Commons U. N. Block all ansa urted edges with 2x4 ilatwise blocking,, l�or i Tw:s< ro L ---� , . , pp 6 g,. \ o°"�` Pt.T� W '�d coK Shear,valls shall be 15/32".CI)X or 7/1G OSB. Pcacx,Mc ! a / BKJTTOH CIOM e OF TRM CEnJNC L0"KRAGU TAI "Aft.TO Top PI.ATR .+llitd C•M Z— BOTTOM.CNOtr'D C ; All gable ends shall be balloon flamed or Ir,lnled and braced per attached detail. �' �"O.C. --GABLE END TFalSS b ' CONT. 1K txA' 'J Sl"P i IN t. 7 Al EPRACF -`"`(17 1x4-TOP PLATE •1 SlOp llei1(1C'r studs to double plalc with •I I'1'G/4 at each end of header and nail with eight(8) • .co' oc / 4 10d common nail. (U O'N.) cA 'r i UNStIACED LENGTH OF X-BRAC!NG MAY � } Jx sTuos FI L /v CR OIt .,►4EA�y.I�L� 16' OC. �ONNfCT/OM Roof - `" ' )xl cit ocrctrac, ' I lcacicr.studs incl lJcailcr cri �Ics should be nailed to ether at G" ox. w/16d staggered. NOT EXCEED 10 FEET. IF LENGTH DOES SIA' OC. c+ETwEEr4�� 5 11 K ��crcd. Clip . 1' CIABLE A44D rIR9T unit to shoe plate with one (I) TI'P614 dips end nail with eight (8) - 10d common nails i, EXCEED 10 FEET, ADDITIONAL SCAB rRuse Is RE4UIREEO. t (U.O N,). ti. All window and dour componems must l4ilhstand a 100 NIDI I wills! load. 7 Ai! comcctors.arc SEh1CO or equal (U.O.N.).- r` , NG _, ENE) �; I�uun .tion desi�ll is based all a minimum soil bearinK capacity of 2t)OU ps SEWO TPP 4 �' "`— __ --LE 9 Deslbn wind loads are based on S13CC1 Section -1605 with a wind speed of 100 mph - -- - —1J - O) ,3- •�NEAT-N/NCr - NA14.19O ' uN ALL SVIIOCT'S -/go( COM OrL of _. _ . - pPr4 1X4 TIZLJ ��s te �♦ ,,O I ---t �--��--- ---,. 14, eCC ��1SS .SN,NCrLE3 0✓L,t /$r/4 - li o t -- NAr O r+/t3 lOd co,4t, IauRRt c�n;E a-+►S- AS vo7'fa R-3o SN su1� 1 ON A r TAGIaG0 CRAR.T- I L..�_i �t :' C4tuu� LAAO. 5 PF S rvo s E h f:+Z ��) 2•x4 s' SYP l i • l �, `S. -- SEMCo T'PA4 �' 31''o.c. UErAt� nF TPP4 CcIP ��-- Sr2o►PIkiv- - iJNLEss �Tnen wlSI': Nor-+rc IN cnN.) i r r II � ► ` f'E� IF�` +LOCA7/UA/S I -! j rl 2.4 SPF 5ru4� e i�"o.c, I 1 llc� 0.5.6. 5NGArHIKU N^IL_ :.' - I i • 2>rsT�L.� t..�ue Dl�.cewsioN ,. �( � ST04 s t uc Srucco FwL,M `I 17N*V L-A I t1 04 � f :,ucNo1 lLr MUST j SrociLo FINILN y -- FLOOR SYSTaM ( ;f LAP. ori SHICEr SIo1A1F ItL ltloTCr i I► 14 ,� �! L STUB Z rt / 2%4 P.T7- SIAL_ wl14L' ■ 1O .4�t3. / ^� `/ 2r4 P,_., �SYP� 1ts'4 I�� A �-/' 3:)"0' - L 31110-C. ANo W,fN/N .G oFAc� �^ _ + L -` __.L... i --- TtM(-.k. �i �I1NC h AA J_CX'7 FA•3 Z', 'o:C iEMI., TPP4 CLIP le 31'�.c NAIL w` 16-10d - CoM 1 `-,rail p,F 1w41 u FLA7-';- ` MIL. VAI'or? &AaAc/f"c i 8N� � 32 O.C. . fJA-L .. tl Od V +n v O VE 4 4 0AA �+ _rAI v F/ILL f ' I Cuff CN Vr'r'E� A +p Ii9 Vvtr. t6 ALL (,0KNi0.S x LUw'r� 3tv�� 1 , Ci rt r.P[ Ott M1 G A r 4' o.C. . MIN. 6~.HOOK QK 1 \�� . T >' PM HEADER ST(kl7� ING M � - 1x4 . INro Fm ANO /2 NOOK /Nro sac ; o ' \ 8rrx fbr Lo.JC FFG. .• � .I;1_0 II<_ /16I Sti :.i1CATNI•J(r L1 , - . - - - 7"1',r��ti.4 _ V✓/i c;(, :iE rl U�`�, Lc,o►Z l_C '�[_ L r,i t�np►� IN h TPP 4 2' % 6 C +h"•r0' AC 4 32- 01C ,y Ih. �f0 /. r3C- S2 C• 2X-� P $ILt /GcG-Io/Io rJwM ' ALi" 51 AAr:G►1 _ � t•- _ SEM'cc FA-s e Zq'o,C. CL;a ;?I,GS 1n.`' A'vti e. 480, �. ..)•e.LT - � r 1 �U 1 j!:L� V.'/ iGP4'$ ' SEMCG TPP � '�2 a.C. 2 ,C Z'. /ar wAS. CI 9 32" C.C. ✓ - i, r = /// _ /// _ 2-x4-Pi' S+Lt orJ ScLg.EALL_. Ar:. r+ORS 0.32" 0, C VFkr Q 9t34Fo.c�AAP) ) , 1 40110. w w/K O,2 For) GSM i r AT- ALL Co+IN*•ts ' �� � 1 ENO lNT Su16 A� Fholr pv7o FTG► i 4" CO'�CRETE 5.x;3 w/ +. I y f19ER .4ESH R- . ice./i/=ii . � / tv /i% � tvELL GvMP�lLrcw Flcy. r = . ` — ,y a� _j1//7.� • ,s_..- 6 ralL VAPCR BARti,EIR 0: 1� _ _ A. • TREATED 1Sc CO?)PACTU." FILL - -- - _ 1 At1 1!!.r-%!! //=/i/; ii Vii/ I 1 (2) 'p5's CONT. r 1 ' 2S5'"P AT C0k,IVEtJ rct" 5s ceNr " - USE 1.-ft 4s cv.-r, n POP- 2 I CK EN ED SLAB : `.,,,,,z �� � ; 'TYPIC-AL DIRT-Ates F4� >JoiLTu f7LA . CLA56tC �f z vs� 3 s .. oHnlrlo� . . a o� ;xkr1�*-- 7-yI'! AL f �oT�A/G- GA4LAr I �, Z - sTo�.• c rico �` • 4,� Jeffrey K. 11u1sberg t 1, f 3015 Hartle Road, Suite . • , 1 •STaQy - �� Y 40 Air l Jacksonville FL 23357 1Srio i TN / 'Foo r Ii- /J�"1"A /c ;''. � a Scale: ^S T� Date: t3 Revision No.: t7ra'rfn 13 o FAN ONLY AG. ,n I S / W t 1 Q CENTRAL i 1 _l fL VAC. INLETrh -- I 1 / J DN �� / 11.1 ENTRAL UP 3 R. \`\\ – VAC. INLET --- - }- oil .,- v otu z I I v Q TV / 1 LU PHONE 11 TIV S J � TV m d- 1L LU O O t� r PLAN E30NUS RM EL ECTRIGAL FLAN 2ND FLOORELECTRICAL � WW O 4 m O a � 0 / \I LI T U ' ER STAIRSUA \\\ ' o I 1 � ' ( 1 1- O NLY ► \ I ( 1 Ppr 1 I - / / /� -- >tm L - PRENIRE FOR �-- A &ARA&E DOOR OPENER COMBO i' I PRENIRE FLOOD\LI&HTS \\ \\ i I � N \1 CENTRAL TV � –� VAC. INLET / I Tv \\ FAN 07N tr Ei vl P PRENIRE FLOOD LI6HT5 0 O —J ELECTRICAL PLAN I ST FLOOD z v � a o 12 12 FIBER6LAS5 SHINGLE �"1 �� ROOF to W 5" DXIb' W COLUMN EFFECT J 2ND FLR. BR&. - Ib'-7" 2ND FLR. BRC. W STUCCO FRIEZE (FRONT z 4' X 5' VERTICAL r 1 � GABLES ONLY) 51DIN6 I I W I I _ 12'-2" BEARING O W 10'-6" 2ND FINISH FLR. I W STUCCO BAND W/ - - A_6' BAND ON TOP 9'-I" BE RING --- _ Q'-I" BEARING -- 5'-I" BEARING W 4' X 5' VERTICAL SIDING Q Q �^ - I X 4 -__-_- ---- ❑ ❑ -- --- r---- - ---- ------ -- 1 TRIM F (IRDS. l - - - - -- -- ---- - — ---- -- (UPJ Q Q 4" STUCCO TRIM � 7d- >L STUCCO - O'-O" FINISH FLOOR — ---- O'-O" FINISH FLOOR O'-O" FINISH FLOOR - UNIT 'D' 14" = I '—O" FRONT ELEVATION - UNIT 'D' ! 4" = I '—O" - ���i� ELEVATION ill / / -7 n . ��s awNar r�eatewe� m 4' X 5' —� VERTICAL - SIDING ' I X 4 TRIM , r eewr+a (IRDS. (TYP) __ 8114•e�ww 84•ee acme __ 4' X 5 4. , 4' X 5' VERTICAL X N VERTICALttj < �— ' SIDING � 4' X 8' a,ucco waTiICGORLRUW -. 4' X 5' VERTICAL I X 4 TRIM SIDING — - I TICAL SIDING BRDS. (TYPJ 51DIN6 Low MK.JH moon -- a -- O.o•Poew moo Ob•maaH MOOR -- O�o'PTWW BOOR RIGHT SIDE ELEVATION 1/4" = I'-O' LEFT SIDE ELEVATION 1/4' = 1'-0' n ' m � tu Q lel O O � 04 IL v mIL � � zv � _ 0 • 4 Q - N LIA ILI A \Q In RIDGE z lu lu ' I I lu • II o I � LF06 LU � i LU o } o 0 I • � z V13 N • ROOF LAYOUT PLAN [A Q Q at-OR 60'-0" t u o I z t f m I HTT22 HDLDDWN :T---- q� w I MT5:216 tt I HO D o, I U _ = I r- -j THICKEN SLAB TO BB 8 X 12 W/ (1) #4 ROD I o 3' I ( CONTINUOUS I = I ry REG>=,55 s+aw. I I I • 4 I - I I �5��_ I I I � � 4" CONCRETE SLAB W/ FIBERME5H I I ( I I z I MT527B HOEDOWN I. I OVER 6 MIL VAPOR BARRIER - THICKEN SLAB 8 X I6 W/ I o I OVER G - I I I 14 (2) #5 RODS GON T. FOR o I I I I LEAN TERMITE TREATED MONOLITIHG SLAB I m I L - - - - - - DIRT FILL - - - - - - J I L _ J o #• L-4B 1 0z X cv 3'-61 3'-b° 3' " ' _ I"i'-O" ——I Ln ALL INTERIOR Bi=ARING FOOTING I I STORY SECTIONS ONLY — I I I To BE to x 20 W/ (3) #s 8" MA50NARY STEM NALL RODS CONT. _FOR TWO STORY SECTIONS I I OVER S" X 16" CONCRETE n I I I I FOOTING N/ (2) #5 (I) STORY 5EGTION5 ONLY �2) STORY SECTION ONLY I I _ — — —RODS CONTINUOUS — — J �a" MA50NARY STEM WALL 5" MA50NARY STENT WALL I • I � 11 �, " (_J OVER 8 X 16 CONCRETE OVER 8 X 16 CONCRETE FOOTING K/ (2) #5 FOOTING W (5) #5 i P4" X 24"OO 18° m ri ri RODS CONTINUOUS RODS CONTINUOUS I I VV PEI3j RODS m ° 0 CONT. r N I I 14'-8" 25'-0° 5'-O° I I 4 X 4 PT POST ON A 5TT-ABU4 BASE W/ }- mm I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - _ _ I r' (?J SST-Hb CLIPS BE Q IL v N FOUNr7)ATI ON PLAN � 3 a 20'-4" '1'-6° 4'-6" 4'-O" 2'-O" 31-4" 3'-b" 303 5H 35LK X7 BLK. ARG TOP OLE. BLK. = SHEAR WALLS NAILED ® 3" O.G. o G N - -4"-�E. EDGE NAILING 12" FIELD NAILING. = < AG. i O n ® = SHEAR WALLS NAILED ® 6" O.C. S TUB m 0 I O m = HD5A OR MT527B HOLDOWN WITH-IN 12" OF END OF SHEARWALLS (AS NOTED). ® < w - PROVIDE (2) ,2 x 4's AT EACH HOLDOWN LOCATION. o u _ _ € x '* N Z bn ry • 6 1AF.F. o -- �p `tel Q CENTRAL z < -I VAC. INLET 41 < d) To ' < 5 5HF. p } MVG a a I SCUT a �- UP 3 R. - .�rCHIMNEY , }- 0 -1.O" 2666HG m V �. VA6. IMLLIr F : E to t- ---- a - c Z tB�ONU5ROOM (I) R SH. v m I b'-b" x I I'-O" n IU d Z oc 2066HG SLOPE CL'6. b' N N N Q j - CARPET ' bObb B.F. - _ o BEDROOM 2 I BEDROOM 5 0 L w 11'-0" x 13'-O" 13'-0" x l 0'-8" r0 N m 8' GEILIN6 V CEILING cp iv O O CARPET CARPET u1 n -1 S 305 SH 305 SH • � o� tt BONUS_ROOM 1/411 I `—O " _ SEGONID FLOOR PLAN 1/411 � 1 1—O II �` FOR IST TO 2ND FLOOR TIE --- ° DONN USE (1) MST48" FLAT STRAP ® 48" O.G. FOR CONNECTION ---- Q `t --4'-O" - -- -C1'-10"--- ---- 51-4" — 3'-4" 10^O" 3'-6° 3_b■ 2O,_ba — — -- BL —�� _ -- — ----- -- - L�_B (1) R d SH. I'-Il" _ j 5T 6E d� (V m HTT22 HOLDOWN �✓ rAi m 6 (X 6 JOARA07E WOOD 0 `r 5HEET BOTH z x _ GAP 42" - 2068 20'-0" x 20'-0" LLI t' SIDES — O MASTECEILINO R SUITE 0.5.5. NAIL 20 HWR. T TUB EN - — CONCRETE 1I� M O _ITI G AT10. 15'-4" x I4'-4" A5 5PECED -- Q q' GEILIN6 / WMP-121-1 6L5. EW-. 4 ON -oil x I O _ TOP OF A 40 - l �I CARPET d) KNFEWALL x p� -�' CAR VINYL I ri `�I STRAP HEADER TO THE 2b68HG 0 ~ CRIPPLES W10) SEMCO RTPGA836 w --_- --- p 4068 IR.B.P. w D. I + �'I STRAP @ EACH ENS O a (fin MT5215 HOLMowN 16 R. \111� is L _ J OV�0 H / 0 dJ N L �VAC. J Q '0 0 "vit dJ ri p O IG m HIS w L. / : W. m 0 � :_o N '? p 519 6 1 m N ry 2 68HG m - 0 Q �pV # aoan I ry p i– Q - - --- I ;1 n x �► _ ; CA 11 2'-8" - 6'-4" 6'-b" 2'-2 3'--6 �' �/, '/// O � u► MT52?B � � � — _ �� e Hol DOWt+t ' M --- -- — n�suRrza)rrD i MANTLE 068HG I 20'-b" J p. KITCHEN ELEVATIONS KITCHEN 7 6t - 13'-0" -0" x 10'-b" DIN 12" BAR TOP/53" HIGH PA55 m iv ►y d• 2 Lj MIRROR MIRROR `9 VINYLLING THRU ® 42" A.F.F. _ t0 DINING ROOM LIQ NO ROOM 0 q'-b" x 13'-0" I6'- " x 13'-0" i` O z S l�-.l 1' GEILIN6 q' G ILIN6 3066 X 4 X 4 PT P05T ON A 5TT-ABU4 BA5E t. " m PAN. 00 :9 CARPET GA T 12 6 S L. 2 SST-H6 CLIPS o BEAM �' NOV 1 96 M5. BATH 2ND BATH ry .' Foo --- P��'J O -EVATION ELEVATION 4 _ -- 305 SH 305 SH u�0 ��` Buildin and Zoiina cj T (2) 28 O SH t, 4'-O° 4'-0" 2'-2" 12'-b" 'i'-2" 5'-b" 4'-b" ���• {(� ----- to IL 14'-b" b'-O' 22'-0" 15'-4" v , AREA TABULATION: �-- � � 6O'-O" FIRST FLOOR: 103q S.F. g2a OkD SECOND FLR.: 553 S.F. --1 ccr 2 91996 FIRST FLOOR FLAN z LIVING TOTAL: 1512 S.F. Building and Zo�ti n 67ARAC 440 S.F. o� LO661 A: 30 S.F. TOTAL: 2062 S.F. . '`�•� °`a" BONU5 ROOM ADD 255 S.F.