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Colina Court 1972 AF 38496 ' rKnrlrn r troll lr Inlrrn Llllbll x•111' HOUSE PLAN WORLD HAS NOT PRO- DUCED THESE DRAWINGS, THEY WERE PRODUCED BY AN INDEPENDENT CON- TRACTOR DRAFTSMANIDESIGNER UNDER A CONTRACTURAL AGREEMENT BETWEEN THE CUSTOMER AND THE CONTRACTOR. HOUSE PIAN WORLD ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE PLANS. THESE DRAWINGS HAVE BEEN CHFCK- ED AND REVIEWED FOR ACCURACY, ER- RORS AND OMMISSIONS, HOWEVER, IT IS * THE RESPONSIBILITY OF THE CON- STRUCTOR TO REVIEW THE DIMENSIONS AND DESIGN CONSIDERATIONS OF DISTANCES: FOLLOW DIMENSIONS IN- DICATED. _ ... ._...__.- ._._.__._..._.___------..._-._.__.._..._......._____._._._.....__._...__-...._ . . . _.. ....._.. ._._..__ ._.. IT ISTHE RESPONSBILI'I'Y OF THE CON. STRUCTOR TO BRING ANY ERRORS TO O) rl I p1) (t y II OUR ATTENTION BEFORE THE AP• __.__--_-.�_�__.___ ___... _�__._____._....____ . .__.__- _---------..._._.__.._..__.._._.__.T . .____-- _ -----_ ...-_ ... _ -----..__ _---•--... `� PLICAL�LE PHASE OF CONSTRUCTION _........ _......___. HAS BEGUN TO ALLOW US TO CORRECT THE DRAWINGS. TIZ 1e It i I - - d— --- I XI/ I �_fA = I �_. 1 - - ti0 � Ia ►► p 1 II I .._ � '��p � _. a N &J .�_ a� iffr — - - - � cci � r + N �� wt- ti. Ld It, I �$� �I � �� o � -� oFT nam✓� -� � I _ O N a5 2 I 0- 3 N ,INF, a Ira LEE 411 ciz "A { Nj y I t'U V-1- T, I ! I I w,� I r /L 2 ( OFFICE LOCATION - = 3 � v 41� ,1 '` 1 I ANY FORM OF DIRECT REPRODUCTION * I OF THIS DESIGN IN WHOLE OR PART IS PROHIBITED. R-AA 1 -- it � tl ►► loll Ox (�/�� b-�� '� DRAWN BY U fTC-2 L E\je�. a/c 1. 4 -t p -q, R r 61442 4 ,9 4 �a. DATE 0/' SCALE ��� �� �� ��� PAGE COMMENT clTr �k�� 1€ �reft oy �,p o �C'I CE .7-1 ��' ���j S C ! �I DRAWING NUMBER 1 IL-7)F_ A F 38496 INIII II I, 11111 .1111nflll.tl uq� rr HOUSE. PLAN WORLD HAS NOT PKO- DUCED THESE DRAWINGS, THEY WERE PRODUCED BY AN INDEPENDENT CON TRACTOR DRAFTSMAN/DESIGNER UNDER A CONTRAc-FURAL AGREEMENT BETWEEN THE CUSTOMER AND THE CONT'RACT'OR. HOUSE PLAN WORLD ASSUMES NO RESPONSIBILITY FOR FHF, ACCURACY OF THE. PLANS. THESE DRAWINGS HAVE BEEN CHECK- ED AND REVIEWED FOR ACCURACY ER � RORS AND OMMISSIONS, HOWEVER ITIS THF. RESPONSIBILI'T'Y OF THE CON 1-1/� TW1-- w r1A.N'r�l. �UPI'oRTs I I LJCI'OR TO REVIEW THE DIMENSIONS AND DFSIGN 5'TANC:& FOLLOW 11 DIMENSIONS IDERATIONS N D DICATE.D. IT IS THE KESPONSBIL TTY OF"T'HE CON- STRUCTOR TO BRING ANY ERRORS To OUR ATTENTION BEFORE '1't1E AP PLICABLE PHASE. OF CONST'RUCT'ION HAS BEGUN TO ALLOW USTO CORRECT G+�L1� MT(., L�T►1 r1�4 THE DRAWINGS. 101411 I l• ! !t i �� 1 tt ( I� It b'=PzFA "140 zaw Cat . a.- .( • Gam, St.ti� wl (cxCe 10�10 _ -- t'� v,,&.t-0 re 1�•�-111z l� r- oof A ~ �� = 1 �l e2 rrcgin.�'� G 1aM� .-T F I w 1-W A�' V: 1 t5 'PDX 6cC. \\\/- 4-1 Felu N1 �1L U 0 cn nw X 10 2nd, WA`( fr1�xfZ�Lcu� 54'1►.1�L s nJra�. 1 1 _ _._ _ 1~13 L.T I'vv IZ rpf wv1 _ - - &115p- mt;-exjc' -inuyS rrs Ga �1 aG. NtUczl� .Gl-IPS , Cl�.l�a Q GDnI,G, S�dr1 I `•,\ \ [ �J. 011. v4zir oJm lir, w/ u!w.M• ddC2 I ..1` 1 1 x 2 F 012 v-. Srg P o4 P. t:"I-, OFFICE LOCATION [ON -- -- 1,A rQlt;xa - � ' -roF 44 )k Ito 1 I � {Z-1'1 �-`i'T. rel r-UL,�.-r lo►� � � � ~�' I I tt i � -11}r-G_"0f.•{ oJ�2 Zxd }rte I[D QG, 1 ANY FORM DIRECT THIS DESIGN IN WHOREPRODUCTIONE R PART IS PROHIBITED. AT 1 SG.b•;L_� ill _ �ld+l I j j DRAWN BY - ti 3/II� 1141 'oe 4 -- - - _ DATE w�yZ' n r1Gti it 00L?S 1 j SCALE I I PAGE COMMENT' G % �� �1GI (tee vao�v,, rlor rLAO) —�--- -- • . . w DRAWING NUMBER /2 Q� AF 98496 ,IHtI II II I HPw, ,IIL I, I. , ii„1111 illl.,all.11„II HOUSE PIAN WORLD HAS NOT PRO- DUCED 'fHESE DRAWINGS, THEY WERE PRODUCED BY AN INDEPENDENT CON- TRACTOR DRAFT'SMANIDESIGNER UNDER A CONTRAC'1-URAL AGREEMENT BETWEEN THE CUS'T'OMER AND THE CONTRACTOR. HOUSE PLAN WORLD ASSUMES NO RESPONSIBILITY FOR THE' ACCURACY OF THE PLANS THESE DRAWINGS HAVE. BEEN CHECK ED AND REVIEWED FOR ACCURACY, ER ROBS AND O,%IMISSIONS HOWEVER ITIS THE; RESPONSIBILITY OF THE CON- STRL1CI'OR TO REVIEW THE DIMENSIONS AND DESIGN CONSIDERATIONS OI' DISTANCES: FOLLOW DIMENSIONS IN- DICATED. ITlS T HE RESPONSBILITY OF THE CON- STRUCTOR TO BRING ANY ERRORS TO OUR ATTENTION BEFORE '['HE AP- PLICABLE. PHASE OF CONSTRUCHON HAS BEGUN TO ALLOW US TO CORRECT TETE DRAWINGS. L11A rs - -z _ - I �) • I (2)'-2� 1Z LLt) ��2 (2) Z�+� � � ...------.--�- (2)fl;� 1� - _�----•• ._.- ..-.� I 1 I 11 II ATiTIt'F'i- L t }. I 111I/`1 rl \, . < t i I r 1 I F ' aG, T�( `t�� i Gd 2� O, T�P ilX�ll w17 � �” Q��Q wGl F'c'�T� Ai � A al~ f��� M ! I I I I / I I (I� 13iYx Iq 10,G4zn1LA-MLj . 1 I �2� l xl°a M►G l.�sM , ��1� i t . _ _ - - . l�- _ �_ _ A .� O _._ OF bril @ a o 2z FLF- '"1 4 X w p, FTS I I I .__ SG-T t3raT";, a1= �►��I �� ; d '� U AL ��(fiT 4 � NA017) ia1% �F �?A1 L r12V1�� W YtJ���.[.h ! TQL64 ' {11�?GI ! f PSE ^ �Ca. INIC7r � � 2Q O,G, i - - - - _ 21' G; (� *� --- ,4� --- . f- it � , -• -..... � .. _T `. \ I I t { \. ! .a � � --� OF '`r(Pcd1 TfF� C 1 i w �2)2x II 3�n p l IG P�t4Nj 'All 0 C-roitzA 4w��5 N ti x 1 i Fee- e I ' J ! i `, i I � �1 - - � STI t'I6►V 17 •�� N. � UFE'ICE LOCA-PION Go NT' \� I q Z +MIG D-Lf+r'h, P�Wr1. j MIcILo_L.�IM �rM, 2} 2,c1� t---- - ``.._ P,d-'�'f rrl I c�.15 / l ~----- -SET ►aF'soF , ~I�. ANY FORM OF DIRECT REPRODUCE 1ON OF THIS FDDESIGN IN WHOLE. OR PART IS �• �D, TVU�w t.541 l y T`(1 /� DRAWN BY r2 t 12 Q- 2 I1J(r ©I rlr ter-- Yrws• �� \ _._. -- -// -- --- - --- CD DATE:/ ell I .�' Cr•�Co1EJ�e►�- , =� -Vr To R�VLcw .�PP2ove d l�. T>�Uss pl M Et-S-�IoriJ� � Dt�l 6P�-S. , +1 \ SCALE PAGE COMMENT' 2 b �� Z Co �` _._ ._-._ _M DRAWING; NUMBER I�la� 21011 I ► 11 3(�1, 2101+ � I +1 to 1 x :. AF 38496 it I Nr111111 ZIP a HPW/ An ILn Inli,ri n,num 1 l S HOUSE PLAN WORLD HAS NOT PRO- DUCED THESE DRAWINGS, THEY WERE PRODUCED BY AN INDEPENDENT CON. TRACTOR DRAFTSMAN/DESIGNER UNDER A CONT'RAC'1•URAL AGREEMF'NT THE HE CUSTOMER AND 'IIIF; CONTRACTOR. HOUSE PIAN WORLD ASSUMES NO RESPONSIBILITY FOR Till.' ACCURACY OF-THF. PIANS. THESE DRAWINGS HAVE BEEN CHEC-K ED AND REVIEWED FOR ACCURACY ER RORS AND OMMISSIONS. HOWEVER IT IS THE RESPONSIBILITY OF THE CON �.����-:~~T`µ • - .. :": .-'-ter �� -` _ _ - S'1'I{lJC"1'OR"1'Of{EVIF.W-CFIEDIMENSIONS _... AND DESIGN CONSIDERA'T'IONS OF DISTANCES, FOLLOW DIMENSIONS IN DIC,r1 I'E,D. -..___....... 1'1•IS THE KESPONSBILITY OF THE CON. -_ STRUC'T'OR TO BRING ANY ERRORS TO OUR ATTENTION BEFORE THE AP PLIC'ABLF. PHASE OF CONSTRUCTION O A HAS BL(.UN TO LLOW usCORREUT To .�_ THE. DRAWINGS. W _ 1 _ 4 x rT o OFFICE LOCA'T'ION ~� ._,__. .. . --•max-<..:.;.t�„�• � . .. .,, IZ _ ANY FORM OF DIRECT REPRODUCTION OFTHIS H15 DC SIC N IN WHOLE OR PAR f IS PROHIBITED. - ~ - .. ll DRAWN BY Ll - • D d r� DATE - LU - _ -- - __ - --- --- - _ - -- -- -- - - - D� 1 SCALE Li PAGE CO 1MF.NT DRAWING NUMBER F, 1 D S i CD i `•"�' mow' J Fri viz p rra a c a rn rrl rry �' -sv1 X� • � ■r;a u7 rmrc,� f t 1 I I I I I •,I' ann claire' '. X14.";; r• �i _ _., ...,.�. ,'S,� � � , i I __ .� �.- -._... _.. ..._..... - .y... _ - _.. 7 - - 77 . • rrNrrr�wr��rrwwr�,rwrr Add-ieti* o,n.s • r 111 DOC UNIEN f IS XN INS IRUNIEN r OF SERVICE, AND 15 I}{E PROPER CY OF ' L,VO, DESIGNS INC. ANY USE OR REPRODUC I IONS • WI IIiOU t IRE EXPRESS WRi to the., eSi ence ABOVE IEN11 15 IJPAR Ilii �113UVE �iErtil I lUtiEll PARNES IS STRICTLY PRO1111311ED. � `' � • 0 CU}'YR1G1I f�Ul)1 Mr. and Olivier orin CLIENT: 1972 Coli* na Court �1r. & Mrs. Olivier Lorin ' 1972 Colina court Atlantic Beacli, Fla. 32233 Atla' nticBeacFla. 32233 PROJECT: Bedrooln5 addition, bath ' expanded '1•V room. { d` A livable Codes Florida Building Code 2001 Florida Fire Prevention) Code 2001 Area Tabulation Florida Accessibility Code for Building - CONSULTING Constr4tctiou ( chapter 11 Florida Building Code 2001) Lot size...................... 15,707. sq. f�. ENGINEER: National Electrical,Code 2002 Edition Existing residence..... 2,100.38 sq. ff. Jae Y. Lee, Y.E. Florida Plutubiug bode 2001 New addition............. 52-2.81 sq. fl. Con3ulting Structural Florida l�xecha��ica! Code 2001 "rota) residence.......... 2,81 23.21 sq. ft. knglileer Driveway .... 560. sq. fl. I3UI5 Yrlluw Star Lane, acluonville, F1a.3222•1 Wood deck................ 360. sq. ft. Phune: (904) 992.9391 Index cif` Draw s Total lot coverage 3,,543.271 sq. ft. Site plan. wind zone ma F.L. # 3127 _ . Cover Sheet.................. pan p, % of lot Cpverage. �4.fi% locator plan, code information - index of drawings. Code Information A-1................................ Existing floor plans, building sectioli Zoning............................ RSI ...........0000 Floor plan, typical wall section, .. -.� Occupancy.:....:.............. Single family . section thru deck. A-3................................ levatlonr 7� . ,�• 'type of construction...... .rype VI unprotected, �, � � � "ilea � A-4.................0000.......,... Foundation plan, roof plan, . ' unsprinklered. L�►LU structural nates. S-1 ................................ Wind loads & Pressures; Nailing; DESIGNS INC. ` pattern gable end detail footing detail, cold joint detail,exterio:r � r-- � �9���, n��' � • ����;� � -t2u s. .� xli. s�I•x1:IJ•I' J �5, � JACKSONVILLE bearing wall detail,connector schedule shear wall s ec's. . � _� ,ti c•''a-h ,�y �'``• � 1 � � r'� �.���`---��, s _� rt� 0 r.��+r� J) \J =? = s{'�_7 r k IEL 1�)Oai 9917281 header span labia and studs. _ -- f .'� � c laaudes]gns@aul.culn f t r�.ril 1 y�$ d J E-1................................ Electrical floor plan } � ,� y f ,i �A !. ti * �r ,�' Jag' / Rr v fr�`''•3 ti r• Q �, - A SI IEE'r CONTENT. ;� G �,l .. 1 � City o Atlantic Beac t�.G'G�►C� �►'f�,�, • x ` r nnirlq and Zoning Depasisrtssat U } ✓t i �„�j " c. this s�pproval verifies oompllanos with applicable (" h� 7P , �'���, r� �tR� :�I'w�� pr toning, subdivision and other local land Cr L.rr ; development regulations, but does not constitute ' (r ! `► -` 0 d/� C. t approval for the issuance of permits. Compliance rc =ids Building Code and alt other applicable 1 11-1 itIO ri'+ %_T G}.l State and Federal permitting re usrements local, P q q must be verified by sI stare of the Ci of Atlantic q3,�`# `=�- `,� _ -h S 3 t e Beach Building Dit prior to the sante of a • -:__ �►� � � � �� r p �p��hr' � �,�'�' � '� ��"� �{ R `'�� •'�� . ' U� � ef: ', Building Permit. , Approved By: �� •`� x omm i}. �e3�� r or Ch/ Dcnofr.$ Chard !Rn fh r ? Pry . .d a• _=GY- 16 Date3� r Y Ta f2 /O�1eno�ex 'r } ✓enale �i�h/ Pl Y1'Q� �+ �'_� U �r til 5 -1•. Al / ---/:...-0000 J .�••• _q: (7 . RECEIVED . .� - .. �, ',' CITY OF ATLANTIC BEACH � �r �' � .A�;:J• r,. s•.l �, � S . . � BuLDIrvcazoN�NG FINAL REVISION oFEB2004 K RELEASE DATE Is ,s � a . µ d Y" "4.710 b P. P.4'cofdly Cirs.W recv 2 ;rr9� re �t 4 - . • -J[ 1 a NA Ive eifeo 4. 7. B� CaMMc%��rrr ",9;✓ � ' ,r � . �~ 4 � AFZ(3 ECT .�'� � BE.4�lr�G9 ,•fX� SEO GY�TN� rvfst t'r,tif :�' �,�;� LOC 1po !Or e5 /S efi&,jr m i7F'iki N Ae ,oe.4r � � r ,+ �-r,� � I 1 r� ...V o��� �200� r�hoo! rig ©xvos Hatil�uott r�ollaa.>ii+! GLII - _- •� » LA 0l 21 0.4 Mild Tolle Ma.pl i 0 c;te, Naar 1 t►..:..,, 3(fit° � t � Locato' Cover Sheet i._. --• q7Z Il . x ` .� 0000__�. .m,. , ..; �.•.., � ' _ � P I • .. l MIS DOCIl MEN r 1S AN INSIRU HIEN f OF SERVICE, AND 13 1 HE PROVE.1t I Y OF LA'LU UE5IGNS INC. ANY 1:59 ,. UR REP RO U L C 110-N 3 1Vl1IlUUT IItH EXNRFSS Will 1A EN FERMI 5510N OF I I u AllUVE IME N IIONE.0 NAR I IL3 13 :31itIC:ILY PRO1111311EU, �GUMYI{1!.;111 V>JGf1 CLIENT: ,`fir. & ,ti11s. ('Alvia Luti1) 1 W2 Culina Gitut Mantic 13cach, Fla.. 32233 r PROJEur: J3c:di U11)3 addition, bath expand ATY min. 0C.Tv f'5:4v TO NCLU ,� CC)NSUL.'rINC� ENGINEER: Jae Y. Lee, P.E. y Consultllag Structural Lr ggluxer 13015 Yelluir Star haste, f. Jacksonville, Fla.)222-1 . nolle: (904) 912-9391 f.L, 4 31276 1 " 4 Existing Second Floor Plan 1/4 .�: LAZO DESIGNS INC. 42U S. 3 RD. SfREEf JACKSONVILLE BEACH. FLORIDA 32350 IEL(M)'Wl-?JI SHEET CON ,, ,, _. �f 1�f 1�''� 71�►1� C.�:��Di-f1�.tar'..•c:�Y'sir tWc 14 . . tmr, ?ter*ry. Q Q � ��r + PALL.. {-���I ��G�� FINAL REVISION _ _ _._a.._1 _. w.,. ..�.�-�--�-�•--:�_--...�.': y • �.. rr .. -�- .� .� -�-�=- ---�.-.� z�j - - - - - RELEASE UA I E Building Section Existing First Floor Plan Fj E:1 F- ILL Tr 1/4 F-11 0 A. t A- 1 s q - v M►�, :�r�t �r Door �pes I' w L � T ' m�A'{✓.R.r.I`.. .. ..�r -..�.y., Y- ,'�„'f`�Jr:',Wry ✓:''• S.P Y^".. • ) u_ Iwo 1. ?- 3'-o".xb'-8" French doors (full glass) 2. 5I-OlIxGI—ON Bi-fold hal louvered . -3. 3'-o"xf'-8" Bi-fold half louvered �� �� r1}1S UOCU,MEN T IS AN �� � ' �' --1. 2 -8 xb 8 Hollow core raised panels _ PT .c - � ;� . I p INS IRU,MEN'r OF SERVICE, ! . µPAS 1. S • S --�-�. —5. 21-611x6!-8" Hollow core raised panels (pocket) AND IS 111E PROPER rY OF 12v Gh►1�J t!p PIS ruu DESIGNS INC. ANY USE b. 2 -�� Xb -8 Hollow (.ore raised panels OR ►tlN►tulll,r I whs ' •� r u 1 rl CIIUCIT 1fiEFX1'KESS 7. 3 -o xb »8 Hollow core raised panels. WI 1v .11J�. '�G►. irID�tDG1�1,r1G al WKITIENF'Elt'11lSSIUN0 - V } 1}i1 c tj-r C� �cA j . :Yw x�"xt,� �J . ,,`✓ �C o - 8. b'-0"�6'-8" Bi old half louvered A1►uvF 1IEN1►utiFl)1'�1►ZIIE:i IS S I R I •r1.Y 11;3U111BIIEU. 2: 3"' r.r-s��r'�..Io•:: cry pc�u1'Y1�ic", :(XIZ ` d•�.-��� l spa *L�° Section thru Deckn CLIENT: 3/4 uLuric . - 'r ..r 5; ?X ".�.'` 4 :1lr. anal �Ir . ► 'r " aIle . r� -! �# ,Ye�Y woodL)et.t E-xistnug Wood Deck �'. r r I.�r�•�i �: f !�! �" J �� i 1' { ,�►1 �, .A l�� .ir i � ��1� r1 ��t•3 - -�� I � 0- 1 JIB. OR r� S.rA�( r, (--" 'i�G�`'1 M'IJ r �,� / \VJLCF• ell A r ,. wa• • 1 ;P• TtOI,� d Tlti%Ca 10 NF.w 1te�iiu�let and VdJitiuns �.. tvoGtp. to the KGaideace at i 1'l'72 Colina t:uurt �' �� ,2 H1 _.__..� �•�' `Fyt1 Atlantic Beach, Fla. Ole qi Il( (1 rf r g CIO. o R "Avg � F77. �T1 I` l a � t !� /i+� �1"�"lrrr�ri. +,r4�� i. ~• = '. . �:+'o ASND tty FLA CONSULTING i . . ycli ENGINEER: ...... 7 .•s r •.• R ..x�,.�r>�.�.. rte ',.-!.� -'� �, � r ..�, s���. r �� • � � A Living Kuuw Jac Y. Lee, Y.E. •C 1�e1K TV Itoo lir' 1 _ ...,'' -" _,. .... __._._ . .. _..- r ,, - _ - -__. . . _ ._.. _� ,. " Uilling hoot Can sultiug Structural �.v ia+, � Engineer ::, r.+is•.,.. j ✓'� '! • -Nely, ��; � � 'e,--�•..�. ,.,...k.....,.•,..,�.,,T.....� 13U15 �Yrllut,v Star Lane, ; ,. ,.�_ Jacksonville, Fla..32224 Stun« lnuue: (904) 992-9391 4 ,3 r�:. F.L, 4 31276 - .. . Stun C1W Kitchen ' JG r _ r Y- , I�1ria ��^w" `Y(yr+r. G'�^�� f���T!.i;� { • � r ✓ �/'.F� I.�i1 71 l f ;�°:!�.� lQ`'fes.G 1�•s N��t„x",1 � c# •' .�, :�.� -- - 01 wa -- �� � ��i=-t�'}p-•�!"a � � � : ,s° t...,, -� ------- /� NCO LAZO � r s!L.r w ' A L, t �f, �• c1-- �Jrt)U�a>t _ r 1 . ► �-/ DESIGNS INC.. -1 0 S. 3 It 1). STREET JACKSONVILLE t Ua t,U !,..�C.� ` :. \� FLORIDA 32750 r ► � >,.� ��.�:.'t.:.�= i :� , ►� . � ! u' .. , , . , � � � _ . Pert+ 'lu r k . . . l L• unclr tEL004)',02.7_.81 New 330ruutt� G y � `\ � lau�c:rai�isa;x,r_cun { t �, G P� �u Breakfast S EN : 1 .__ _._ . __. ._ fl JAI yr f Will t . i.�_ ;klIII , a� l+l�t_ y - 3- '?.•��a _ ;_ _�.4 - ."t1 �; —, ;•, _T Iii. + , +',�i_.�-� �1 *:= � 1 I r.r• " „r „ �,t� 1`".- rte, l ,}-,� I - �u,_..-...--�« ; - _.. ,. .-.- - �f iJ i n ��CI r�"f+� 1�«►� � �� 1�.}�j 12 it a cc; r-C:ar Garage fr ieal Wall Section 3/4 - First. Floor' Plan 1/411 ,�lFINAL REVISION r�r4 ta-�-Ccco RELEASE DATE .indicates new walls u,t~.s. j ...-. RUr ' r i _ pp I IIIS UOCUME,N IAi AN INS IRUNIFN1.OF SERVICE, AND IS ME PROPER TY OF t_ALO DESIGNS INC. ANY USE OR REPRODLC'IIONS BVI Iliou IIiE EXPRESS 1VRI I fEN PE1t111SSION OF IIIf ABOVE HIEN HONED PAR I IE S IS SIRICILY PROIlll311ED. D C:OI'YitIGif 1 2()U2 CLIENT: Mr. & Mis. Olivier Lurin 1972 Colina court VAthuitic Beach, Ha. 3223 PROJECT: Bedwoms addition, bath , expaliciec! 'r'V ruuni. CONSULTING X ING ENGINEER: N NEER M 74, Qty � , Jae Y. Lee, Y.E. Cullsu(ting Structural w Engineer j .. Tti _ 13U1S Yelluw Star La1Ie, A Jaeksunville, F1a.32224 Phone: (90.1) 992-1391 i x ; - YO # 31276 e , .-.rj1 DI1•�► ��.w� ,.�� E��,.'Tl>,'�C*'�,r�,,�...L�F��.,�t71t~-ice, ., � � Side Elevation (south) 1l4" LAZO DESIGNS INC. 420 S. 3 RD. 4TREE I'• JM'ASON VILLE BEAC1I. FLORIDA 32250 4 1- I E L 1904) 992-72S I 1 �•-n iicoSMI✓ f CONTENT: r " IF� f' .���'{�4�lt-�l..��-� . _ • . 11 �x'T'�Ic�? �L 'T1Us"� r Front Elevation. (east) . 1/4 .. .�.. • ���11�J"•'7•/' ,r '! wrr-r `+rry w+�wrr+V T-^T�'��ww...++�r.r�+ .Tw^+^w�•r� FINAL REVISION T RELEASE DATE A W. I!5��.• _ ==1 f . 7777 ,77 Y Y H, �`. tE:� "r�1H�.rrGt lr►t 1 ',1 , t"a• a .�r1V�t�C•' . 1!11lT1lJC.�► Eti G I ti Ek �r ��r l vation west . . 1/4" - r F J 1r y , • A C � STRUCPI dAL; NUTES •. _•:..' a 3.. A!LOIYAL4L£ +UWT STEESSES: i 10. tiERIF'Y ALL•GIMENSIQ�$ 411N ARCH1rECT'rrRAL r;RArYINGS. A) CrANCRETE - CtSiCjN AS PER ACU 318 LATEST EDITION LE.E ARC1TECTURAL. MECHANICAL, ELECTRICAL ANO PLLME311,iG GESC-N iN ACCOROANCE ►MTN REQUIREMENTS OF THE FLORICA U(!![D;1JG CODE SLAEJ ON ''RA,DE rC 300Q PS1 DRANNGS FOR EMUEQ$. OFENiNGS, SLEEVES, ETC, WHICH ARE NOT 201. WIND DESIGN PER ASCE 7-93. LOCATED MTHIN NINO BORNE DEBRIS CQNVENT0;NAl FOU4D•ATIONS rc � 30100 PS! `4iOwN ON STRUCTURAL DRAWINGS. REGION. ALL OTHER CUNCRETE (U.N.A,) rc 3QOO PSI ' 11. THE STRUCTURAL ENGiNEER SHALL NOT HAVE C!:94TROL OR E3E i3 REtt.FORGtr•G STEEL, ASTM A51 5 GRADE 50 RE PONS02LE FW CCNJ31rRUCTION MEANS, METHODS, TEChNi!MS. 'ti{15 UUCl1MEN t 1S AN . . F'ROCEUVRES, OR SE14,E4CES' FOR THE ACTy,OR GI.I15SIONS OF THE aELCEO tvIRE FA:RiC ASTM A185 CONTRACIOR, OR i4JY QTI-IER FOR FEhfURMit,,G T1-,E WORK OR FOR INS IRUNIENrOFSERVICE, TETE FAILURE :,F ANY OF THEM TD CONSTRUCT '51 rVORK iN AND IS THE PROPER(Y OF Dk SOIL ,CE;AR,NG (.E$ICN MAX.) 2500 IRV ACCUPCANCE YAT14 Ti-,E, CC.NTRACT DOCI MENIS 1 VLO DESIGNS INC. ANY USE E} CONCRETE MASONRY - DESiGN PER•ACT 530 CURRENT EXC-V4 OR REPItUUI;C RUNS W I FIIOU r ME,EXPRESS CGMPRE551y£ STRENGTH rm 1500 PSI .. . 1VRITIEN PERMISSION OF Ili} F'. Li'�E-tCALaS LN,FUiil.1 LIVE LOADS F ALL D,MENSION LLMSER HEADERS AND SEAMS SHALL UE Sr? NO 2 FLO`a+� aO PV ) r113UVE :�iEN t IUNFIJ PAR t IES ROOF i ETTER. w1TH AN AE,LOWABLE WENDING STRESS iN ACCGRCAh,rrE ISStRICII.YPHUFI1LiItF1) 20 PSF VJCTil NATIONAL t4SIGN SPEUICATION FOR WC)OO CONSTR',jCnC J 2. E3AS+C WIND STEED .. 12p MPH Br AMERICAN FOREST & PA.FEA ASSOCIATION. ALL STUDS S'IALL -MPQRTMr.E FAf:TC1R 1,0 UE SwF NO, 2 (UNLESS NOTED OTHERWISE), I2.1t:E UES,GN rf 1r-E rRE-Et.GNEERED RCAjF iRUS:ES ,tdALL 6E:AR OCUI'YRwmr2 2 EXPOS'�RE C' a, CNLESS 'JTrjER 15iE SrtgWN ON DRA�v,NGS, Md�;�AUM CONCRETE. CO'rEri Tr:E SEAL ',�F AN Elir.irNEER iN THE STALE OF FL RICA. ALL TRU55E5 MEAN RGGi hEI(J!I 0 FT �L HAVE 'EMPORARY bRACir. 1�'• FOR �<EiNr;>RC,Nc SHALT. 5E AS FO,LOWS: SIi. G TER -CGMMENTARY AND RQQF P11CH 5/12 (25.1$ CEGREFTS) c� R[CCk.MEtgCATiONS TGR H,ANC'LiNG, ;NSTA�L ING AND BRACING WETAL FLAIE r r rt 4s C✓r�'r ,JT10NA( FOOTItJGS 3" r r i c r c' r CLIENT: iNT„RNAL F'kESSURE COEFi f_AIT �J'A k .;,l+G.rv.r�D C.r..r.E TEO WGOD 1R�55�5, + B-31 " F ;R OTi;ER sRACra� RE IURE!�E.;J.S. COMPONENT AND CZADOiNQ t-il �A r.,011Y ENG:tVEER PERMAt,E'4T EwAGNC PER TRUSS WR ', OP MNCQW/OOGR PRESURE SEE SG-EGULE 5. AL; R ,NFURC445' .TESL SHALL 8E Flo-ACED IN ACCCRCANCE WITH THE URAWYNGS .F PERMANENT BRAC,Nr, !S NOT ;FEC,F,(D. CO;�Tav? E'+C.+,EEP .ti1r. & Mrs. Olivier Lorin TtF,CAL DENOiNG DIAGRAMS AND FLACiNG DETAILS GF AGI STANDARDS y AND SFECiFiCATIONS, ALL REiNFORC413 STEEL SHALL 5E HELD 1972 Colina court SEC14RELY iN POSITICNJ MTH STANDARD ACCES5OR ES D11R04G, PLAC,NG r N�RETE. dmitic Beach, l'la, 32?33 f 5 SPLICES iN R!Li NPI,,RC,Nj*, WIiERE r'ERIVIT1ED, SHALL UE AS FQLLC r6. CQ14kETE 40 WAR DIAMETERS MASONR( 43 2AR,QIAMETERS 7. ALL LCAD 5EAR,N,3 EXTERICGR MASONRY S?EM AAALLS At,tD PERS SKALL r C,OMP05ED 'jF ASTM C'4, CAA--E N-1 HOtLQ V C;iNCFETE MASONRY 1d,01$ 07H T1FE 'S' MORTAR. FN L ALL CELLS ELON i'JV15-ED G%iA,1X WITH CCOiY RETE GROUT'. C3. ,F .TF-E FOQT;NG ELEVATIONS SHOem QW R iN A DISTLRBED Oil YROJEC I` ' W I NSTA.i�LE SOit. THE ENGINEER SNALIL E.E NOTIF,ED. Bt;(I.fUUIIIS a11(1111Un, balll FRO'JICE ALL TEMPGRARY 5RACINO, 5PIOR14G. VJT',NC GR BOTHER V MEANS TO StA40AT STRUC11rrRAE. ELEIAENTS iN PLACE D. R,NO expFIIided T foom. 11. CC�n+STRI;yTIGN. C ' ,.,,.. O 13 � I eA.c.at,„09r” �I CONSULTING crtM�yrrT ,Tye,-) 1 rx I U ENGINEER: f p Jae Y. Lee, Y.E. _ Consulting Structural A ` Euglaceir 13015 Yelluiv Star Lane' rJC. 1 F% �-1►�� Jacksomille, Fla.32224 YI><Oue: (90.1) 9'12-9391 l 4 ;,r rp-e-st-r--A -0-E14eD vax,p p-0 w-TrSC:/ V'A 0. F.L. # 31276 1 .�n f�t j(�r10��-f.►/'��j r.-G 1-�"t+. Woe X �--- _ �. ! ' ' ' t 14,00 .rrr 11t :A t I firo s . 'Sam LAZO DESIGNS INC.. f �� •� .420 S. 3 Rb. ST ul RELIF v , r` . � �� � JACKSONVILLE- �T � _ I i I a �.. BEACH,I x cy FLORIDA 32250 I E L 1904►W2-7 81 � f I��I�SEg„�:...t.cu,u z,A ug)+tr.f -rot"�t'' S1-IEE"r CON'I•EN'r: ►�� I� {.-I. e', f r FINAL REVISION RELEASE DATE ;_,.�,�»1�►, '�. of 1 62 zo 't .` Roof Plan 1/4" � _ �our�c�at�ox� Plan 1/411 R I 11 7 .r • A rz, a, r 2/ F . ._ .. f r r UPLIFT CONNECTOR SCHEDUL. T S. ,. . S REQ'U i) CONNECTORS ARE SIMP$ON STROrJG TlE OR EQUIVALENT. EXAMPLE OF UNSUPPORTED (UNBLOCKED) MEMBER SUPPORT SIMPSON CONNECTOR 2 . SEE DETAILS THIS SHEET FOR TYPICAL. APPLICATIONS. BOUNDARY OF SHEARWALL PrV4EL EDGE. Ur15UF'PURTED PANEL IS 3 ' USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: _ TYPICAL CONDITION UNLESS BLOCKING IS BY SCHEDULE OR NOTES. COMMON TRUSS: 08L TOP PLATE C)AP r ` Fi2.5 10-ad H TT s / 0x12" ANCHOR BOLT AND HEADER BEAM l�i , • ��___ - INTERIOR BEARING WALL IJ-16d . GABLE END TRUSS DBL TOP PLATE (1)MSTA24 0 48" SPH4 10-Sd Ails DUcta�>EN r Is ANO.C. ` ��� • AND EACH END 2"x4" OUTLOOKER GABLE END TRUSS (1)H2.,5 � tNsrxu�l�Nt'U1= sE;(vl(1=, M,STA24 18-•-10d GYPSUM BOARD AND 13 1 H 11ROPER I Y OF PLYWOOD. OR BARING HALLS l AZU DESIGN S INC: ANY USE �1)SPH4 U58 SHEATHING OR REF'ROM(71IONS DBL TOP PLATE STUDS 9 1;r CC � 1111HEXPRESS © I PLATE 1 SPH4 0 " oc S v1 r11ut T t1 STUDS BOTTOM SILL ,� HEADER SPAN TABLE AND STUDS M PERMISSION'1 )N U 1 it. 11551( ° I SPACING AT - 1Vit1I'IE, 1 E F fill NAIL BOTTOM SILL PLATE FOUNDATION DRILL AND EPDXY ABOVE MEN 110NED PAR I IE.S riEApER BEAM WINDOW DOOR 2x JACK 2x . FULL SUPPORTED EDGES, _�� - EXAMPLE OF 0x1Q THREADED STUD / IS SIRIC11_Y 1 KUFTIIIITE.D. of ���"fix$" WEDGE MAX OPENING STUDS HT STUDS s .�G, _ `� PANEL EDGE w/ 4) EXPANSION ANCHOR (2)2x10 SYP 0,2 31-0" 1 - 2x., 2-- 2x,4 BLOCKING WHERE 0 GUI'Ytt1G r _-,W2 wl 2x2x'/a" WASHER (2)2A10 SYP N0,2 4'-0" I- 2x4 2- 2X4 REQUIRED BY 32'` CSG (.12x10 SYP NO-2 '0 -0" 2- 2x4 3-- 2x4. SCHEDULE GR FXTFRIOR LOAD BEARING NALLS NOTES CLIENT: DBL TOP PLATE (1}SPHxjr C5➢ r. ac Mr. & Mis. Olivier Win STUDS c w S UDS, fj0OF TRUSSES, • 1972 Culilla cuurt .,TUDS BOTTOM SILL PLATE �1)SPH4/1:o 0 VV oc FOUNDATION /z"0, x 10" ANCHOO BOLT w/ Wind load Nates: rllliurllC Beach, Fla. 3223)2"x2"x'/s" .PLATE WASHER 0 24" .00 Gadew Florida Suilding Code 2001 and ASCE-7.90 -NAILING TO INIERMEDIAIE HEADER TO 4'-0" JACK STUDS NMSTA24 MSTA24 EACH SIDE Basic Wind Speed: 120 ri�ph SUPPORT IS R!�'GC MAX, UGhJ NAILING PATT1'RN FUR SH ATF1tNG HEADER 4'-0" TO 6'-0" JACK STUDS EACH SIDE r Wind ttn art�tncu Factor. I 1.0 Eiuiid:ng Category II UrJ ROOF AND SHEARWAI t_S HEADER 6'-0" TO T-0" JACK' STUDS (3)MSTA24 EACH SIDE Wird ExPQ5Un0: Q PROJECT: EnclQsurn: Partially 5ndcsed su%ing I3eriruurl], addition, bath expwidell 1^V fown. lnia, matt Pressure Coetflc(en,t GCpI -a +.65 or •.55 Wind Pressure to Windows/Doors: End Zone 0'-0" SHEARWALL SPECIFICATIONS 721,cr_- I=ffecfiva wind 2r2 ., ,ars� Wind Ioadsi,p01 - - PQSttive Suction - S'►'V-1 INSTALL r/i6" OSBI PLYWOOD SHEARWALL SHEATHNG OVER 2"x 4Intarior 10 +41.0 -43.0 SPF#2 STUDS AND FASTEN WITH dd COMMON WIRit NAILS 01$" v.G. 20 +39,5 42.2 LUNSULrrING "l"x4'• a TP rJc> 1 C:'U Il li(1KF F< I 50 X37.7' . -4{?.4 t- CU I I ot�K E.R ,v C EDGES AND {� 'J.c. FIELD. lr1STAL�. SPF�/2 BLOCKING AT Ak.L. ' AIIGr� c;r: / .��►+ x E�ilA!,�t r.f� HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTTIa AT EACH x 1C0 #-;38'3 -38'3 2ETI GC J -18, 0 C: °i ENGINEER: End Zcne 10 +41.0 -51,E3 END OF SHEARWALL SEGMENT. FASIEN THE HTT22 WITH s/s"0x12" �0 +39.5 4a-a 1xa FaL('CKiNG J \ _1 Jae Y. Lee Y.E. ANCHOR BOLT 'KITH 1;3-16,J1;3-16,JCCMMON 'MRE NAILS. 50 +-37,7 -45.1 2x3 ULOCK U X- LRAC-E - �}1EraT►�NG �(�°r1T 1ICE HAV, � Consultill Structural -- I 100 +30.3 -42.2 iZr�GF �,t1EA1H;PyG - �(2 EA ,IUE) / t���rK�t1G 1'±.'I]�llleer 4- 16d NAILS FER PLAN _�- 1;,C S,mPscGr1 13015 Yellow Star Labe i t1 r T • • T �r++AY � U t<Kil. r�ECUP � ' I AT EACH CAJILGGKER acksonville, Fla-32224 - hote: O04) 992"9391 --2x4 x- BRACE 0 4d" O.C. 4-16d TUP CHORDJE GAaLE END TRUSS F.L. 4 31276 •i-12d (2 ES) T( : NAILS 3 112* EA. ENE), FRC.. 6LOCK TO TRUSS TC:' CHORU `r+ .`. ( '/ " t)`.F3 pty- Cleo 4A.LL `iiEAIH:NG FASTENED m/ 8d Cn.!x!ar�ii R;r NAIL` 3--124 UAILS- �- `•+ : ( 12d 4" O.C. FROM TYPICAL AT LATEF " GC EGGE AND 6" GC FIELD . E;RACE TO ------MACE '�F_RTiCAL MEMEERS r v` c�aL�K E;ELrJ,W- Gf CABLE END TRUSS PER `rER 11CAL5 -, TRUSS MFR EETAILS ;---2x4 SCA;3 t3" U.C- TOC ,iU4PSGt1 !aiTA24 'j 1%3" rr iF VERT. '�V� [5_ 40T r� �/13-1Cd - BOTTCM CHG ?D (�F t n • 4•-16d rI. LAZ ;--- I GABLE END TRUSS O 12d TCA NA,LS f) d' O.C. DESIGNS INC. ... FRGV TRUSS K30TTGu CHCARD To E,GUBLE TOP PLATE 430 S. 3 RI). S"I1tFE"I" r" 2x4 BLOCKING 1F3" O-C- _._.(2) 2x-4- .3TY No.2 TOP PATE CONT Wx8' #2 S'TP BET�rYEEN CAU-E AND r. ° ,J,1C KSU,VVILLI": UPLIFT CONNECTOR AT LATERAL BRAC -1 E t) 8" 0,C. FIRST TRUSS -_- 24SFF" #2 STUDS 0 16' 1) C D AC11, TOP AND BOTTCM of Boil`(lm COR EACH 1RUaS FLUItIll�1 322 50 EACH STUD, SEE SCHEDULE tpc r�,tdF�SEL H2.5 48 Q.C. FRGS � 6LrJGK TU CUL TCF' :'LATE TEL t(iOJ)99.7:81 —� PLATFORM FRAMING GABLE END lazudesipnsgaur.a,►ri � DETAIL. sI�-IEET cc�NTEN,r: { NUI . ER 'OF FULL HER T �TUDS EACH �•{ r�T ; SID, OF PENING, SEE PLAN OR -- HEADER, SEE SCi DUL �1 PLANS HEADER STRAPS, GXt j l i(dt� () j f Grvl rwr�L�, Ii SEE UPLIFT SCHEDULE SEE FOUNDATION PLAN ! ROUGH OPENING SEE ARCH , / CLIPS OR CRIPPLE -� 24 MIN LAP HOLDDOWN AT STUDS Yg /� DEEP SA'6(;UT �v/ SLAB CN FOUNDATIOrJ FO CONTINUOUS i ASTCMERIC SEALANT SEE PLAN FOOTING REINFORCING E SEE SCHEDULE - FINAL REVISION 7 . 1 RELEASE DA'T'E EXISTING FOOTING `- 12"x20" MONOLITHIC FOOTING ,-----��------J*_A 19—A j AND 'STEMWALL, SEE FOUNDATION PLAN �- Jim, DRILL. C)" & EPDXY 2' PCS #5 x 2'--0" NOTE: SANCUT CONCRETE SLAB WITHIN LONG INTO EXISTING FOOTING 4 TO 12 HOURS OF CONCRETE PLACEMENT I FRAMING AND STRAPPING NEW FOOTING INTERSECTION W EXISTING SAWCUT _SLAB, TYPICAL AT INTERIOR Bc.ARING' WALL Jill SECTION AT POUTING SECTION oI 2i a� . / / 1 .SCALE: SCALE: 3/4" -- 1s-0" �• " _Z1 A L n,.x T ' I T.,z i 11115 DOCUMEN F IS AN F INS IRUMEN r OF SERVICE, AND IS 111E PROPER fY OF LAZO DESIGNS INC. ANY USE OR REPRODUC HONS \VIIIIour IIiEEXPRESS WRI FIEN PERMISSION OF IIII ABOVE HIEN IIONED PAR I IES IS SIRIC FLY PROIi1131IE1). CUPYRIGH 1.2002 CLIEN`r: ELEC IMAL NOTES Mr. and Ars. U. Lurid Cwivauur shj fvy,&a+'iaa with the drawircga and shat,verify existing site t:Gndijivns. Entire lastallativp shall be pufurirred in a fust-(.last wutlanan h1.a marrulx autd shah , cordae m t o NLC and A local wiles and urdutana s. Tl4[l,m lexcas sternsEtauba>uu New Wood Deck _-- __. y Existing Wood Deck p y y puational all wu[k shall be wordiaA1W.vth oth[x trades in urdrx to avid LuafiYwU r- CvDduil shall ba wnwa]W whoa pvsscble.whrxa cxpowA run is straight lines pualld arrd/ur pca}+ei"Culat to budding wnstruWom Curtdtwls 4rut4W is areas sdicct to ramhw icai dantxge Shap be rigid gal�attis[xl,or PAZ V J Ecr: uttcrmidiata metal typC, hfininturn cuudwt sizer Shap be 1/2*clic,trach , Rec.rpta(les and switches shall be Ilse lyes as shown uA the dta"igs and shall be ltel[wdel atld Additions to the Residence at xpur:ificatiira gi ar,o. 1972 C u I i n a Court Afnimum btalx:b woe sue shall be M12 AWG wjW rw-lx fur wnuA and sign9l • , •� ^� cirVtuts,i eau ativa(-ugviur)shall be aA type 11111N of THW Sias. N 12 threas h6 Sies 11 z4 thnncSWO 40411.AW W type TI UI.N ur 11IW at the cgntracxurih F i f -r a e-- . !�- '"" C w -tet -- - _ _ ! 31233 i;3 optium All wide ur cabla installfed exicriut of tba bvj4,g,shall tae type 111W 1 ,lfirrimuul uuad boxus"be tl4 trade,urk4 utlteawiss sptxirled Cat"Aing shall campy with reyuirtcu=92 uikwW 44 cuun autfsot ty. A g vuz4 wits shall MA with cvay cif Wil.do nal use cutrduit fur grvlrttding tystart .111 rUSteriala used s,ha,Y ba ntrw and bl:ar.tbo ud label and ba of tete a isle nc:rna � �(, pArt�P ,.ra 4vAudo I:NGINI`ER: s xkWd. CunUa(.turt shall 4iscellan[xru�itema rgyui ed to w4vpintt the wu,k Cuntr aaur steal!uhtaitr and➢ay far ab pcimiu and rt-�luirtd inspcxliara fcxs, �// •.�..:uc � _ f , 4/ "A"` Irsu as anuliay stpjKAting lud s rnyucd foe ter sjwofmw waduttCztwe r Iivill[ toU1rU Jae Y. Leef Y.E. r ae.i(:C'.1.C4uipLriM:llt,ae. All suppurti'''gsteatdfuretcnssatwva,w�pawledsrragbs&uu► + .11C]v 'l`V l�uuu1 Cunsulting Structural butl.fing sttvuura rL=1I,ers any. tx:l PT idemirkation 1as fur aJj pang board;,fur U 111111 t,1ZU U 11I (((��� liblrtit;g 3 ix+wer,safety suttuta swttclus,a oher twnirul de►tttl _..-_-..__- Engineer New 13edruUtl>t"`� �_ yC) 13015 Yellow Star Lane, ] — acksouvtlle, F Ia.32221 CI.©, I rhone: (90 3) 992-9391 Slur. ' ' r Bath 2 S to r. • Kitchen 0 Electrical .Le�enc - --� 00 1 l Lo 11a11]�ay 0<--- Wall toggle switch �` _ O �W ol Wall double outlet qp � 11- 7 61fJC7C� MUM ,tie]v Stir.' 13edrooll! ��- r �,� DESIGNS INC.'. LAZO G.E.Y. double outlet -._ Y. ROOM l --4 DO JACKSONVILL'Ej Recessed can fixture � � tFII-xir�--� i 2-light flourescent 2r.0" /1 ` ; FLORIDA 3225U �.: undry IF.l.1r�t)t► ��1.7:r1) New Bedrul�pl ltie]v CIU. l 1:1rcn1[�Il;n�("n ai,i.[t,;t1 Exhaust fanlight EGeilinu fan - - �/C l 5} IE'}�'}' CUN"}-}:N'I•. e' 4 - C '_ -_- Brcakfast , Ire`l��.� ��•��l' Nall bracket fixture t I, i �r coA, 0AU CAep C� IP-E A!.Ar4;ol 2-Car Garage Electrical Plan FINAL REVISION RELEASE`-ASE`- DATE; 5THve, tryU �J f 1 •. l 7 l�� 'r