Loading...
2231 Ocean Walk Drive West S • t -� _17 10 7 4 L II 1�.lo 41t lo'_�OI) '11--ply f 1 PLACE- it li-�ffii'7 d f• 21*IL (` - win? _ _ _:: a __ I - _- 1 4, 191996 � �rrlo f � (� �' FIL ,1UL f 2v I I 1140 AT5: �TeP rwr l I = ff nd . _��. I , Zoning _o^ 51 Building a �• .r - Moe, ula r,5 GL -rR.Ay CLCO at i Come'. eOL4k3 W/w.$ t0/10 W.W.IA �P Vyhqui int_VA<'o ua N t T _ 13A2�1> P2 •0^151 Te LA'T�?�j I •' f j • .. . 1 � t ' ,�.L_.__.� ! � .----- 24 } E46TI14(o M 'I E 'fk� GPI I 1 A ACL teesicewce - t To SUIT Pew �1-ID i1 _ 'h!1pl !1 ►, Ipl',, 1� ' I AODI'riDla ��'' 1,L.AF_5 rI.�1 I 1J. N 7 'TD h1kTGK of v f.p 1 11 v f- ' c> �..MAbbN r%2U40,:WitL.L. , � _ .Vvl:.,1��"�c 8" A►�tcHo(Z:-:1�ct-?'S t I 30 OrG. MA)t'. yPAC itW, I 10`'x Zoe:co C:.FOOTW66 W/ — *b 5.•. Ott Fr iCAtm . G R v lµ Roar i LTi~ - ' _.._. L A M Ca I' = 2 0' *11 I I Iy;t { 1 ' l I i 1 I �I ( i' h i i I I i op j - '+OIC 120 i+0 II ; i t ! L . i - l.-Oo PI. !.I - T�j �. Q 1�D�1P �o L,IJ©A�1�N I 4 - Q I Asac+rtecnlex sleuleiey ae yr �`� I � ROOF FRAMING DOUBLE,TOP PLATE cax rLYtit>bo��lain s e �aG 91— RAM"m ! I I e°+ w•awu�s iw•ocw WKR Gl.r AT P}.ATl7MTYPICAL _ i •�O IWiUI., 3XD SYP JMSTS•ti•OL,TYr / Q `• ' ( CONNECTORS HEHEADERCONNECTORSREOUREO 4 1 I A A-) 2X6 Pe Gnm Wm HEADER STUDS FULENGI Hr♦• O .D LL I I WALL STUDS sis•r�»o.eoPe•tT ItrM DATT MILATM ' ___1 I I - •'' 27m SM PAMCAA bo rA6cAA nN Pwsc1A a ►rrAc tier 1 t l it CONNErTO �I 11 O REQUIRED (t 11 I I it tt It it !I !I It !I , I I} HEw �F II I II j II II t l !I tr i j j _ , fj 1 I i t r I 'Tn M4"tC14 1 : AI I�i a�1Cs M� PITGN.:_ RAFTER TO TOP PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS TO STUD CONNECTIONS m•SYP 02 ti•OG ._. _ . ..—.. ._... �O lMPIJM 6 - . yy I 8d NAILS • 4"o.c. SEE 307 4 4"o.e.1 � 4• oev K4jL5 \ t SEE 307.4 W 2'9A X O A MM O t T 2 Pea 01— IrJ'tXA X 10'ANGtlR tlOLTS At�•OG L_ r w1 -` 2wo Pl11 Raw GABLE END \ \ \ TRUSS /J// ��/% I/ 71D NLL NAILS BASED ON . . SHEAR WNL REWREMENTS NMLS WALL R QUIRdAEMS - \// t : � � ��\collo,l•ris: =HM TROtSFM. 245SMIL.Caff.HKm Z APPROVED CEILING DIAPHRAGM EITHER NO JOINTS IN A o 65,v m c,014m SEE 306.3 PLYWOOD SHEATHM JUN, 3 OR / USE SHEAR TRANSFER r16- TRANSFER CEILING FRAMING ANCHORS FROM 1 EA AL AS IA71 NC. f DIAPHRAGM Cl?lIER 2. BLOCMIIG WALL TO GABLE • 20••o.c. B REQUIRED ON SHEATHING JOINT WITH 283 POUNDS CAPACITY y WOOD WALL AND ON WAIL BELOW BASED S/J2 ' t b I t \ 111/32 PLYWOOD ON GABLE FACE PLYWOOD ON CABLE FACE ON WALL BELOW BASED ON SHEARWALL REQUIRFIAENIS ON SHEARYWALL REQUUtEMENI'S __. - A ' \ GABLE, GAME ENOWALL, BALLOON FRAMING . ENDWALL, PLATFORM FRAMING ALENTEMETHOD . 1 Clav r J U L 191996 fr� Building and Zoning u 51) _T_T TT -7 a- 3 I i OPOSEO 140017 CJS _ :)4� 49 ELS M 7 ON pEE�6 F . CIT1 CF ptNG AFs j\Y !be F R' .' � • APPROVED' ' JULI 3 OCEA WA OCTA ,INC. REVISIONS BY y \� PRE-ENG WD TRUSSES _ FIBERGLASS SHINGLES OVER 1(// FELT FIBERGLASS SHINGLES OVERK# FELTI ASS SHINGLES OVER # FELT OVER 'Yq:' I'i,YDOARD DECKING — OVER 2)q " PLYBOARD DECKING — oV \PLYBOARD DECKING _ OVER PRI;-ENC, TRUSSES @ 24 O.C. OVER PRE-ENG. TRUSSES Q 24" O.C. OVE. . ,RE ENG. TRUSSES Q 24" O.C. nntl r) 11 r 2x4 BLOCKING 2x4 BLOCKING — 2x4_BL hNG HURRICANE CLIPS Q LA. TRUSS HURRICANE CLIPS @ EA. TRUSS • HURRICANE P Q EA. TRUSS � • GALV. MTL. DRIP OVER P.T. '1xb GALV, MTL. DRIP OVER P.T. 2x8 / -- GALV. MTL. DR YE P.T. x R- �jo IiAlr INSULATION FURII. STIIIY OVLH P.T. 1x� FASCIAS FU RR. STRIP OVER P.T. I FASCIA BURR. STRIP OVE ; '..T. x FASCIA PLYWOOD SOFFIT Y!/SCREEN VENT �j�p" PLYWOOD SOFFIT W/SCREEN VENT PLYWOOD SOFFIT ' %kREENVENT (2) 2x4TOP PLATE 1x FRIL'ZLDOARD x't FRIEZEBOARD Jo 1 fZ' DRY'WALL x FRIEZEBOARD •., \ (2) 2xq TOP PLATE (2) 2x4 TOP PLATE P.T. 2x8 SILL t! R- '�,o LTi' INSULATION R- �D f7,AIT INSULATION ANCHOR BOLTS Q 72" O.0 ]kDRYWALL 11Z' DRYWALL 8"x8"x16" LINTEL BLK. FILLED W/CONC. & 2#4 2x I STUDS @ 16" o.c. PRo OC•I,J l" SIDING OVER "1"} �01'I' ROD CONT. VAPOR BARRIER OVER 2x-1 STUDS ��fC VENEER OVER METAL LATS ` rJ l(P " O.C. y2'' Gr�Ic -`twd. OVER -MO(f ftj VAPOR BARRIER OVER , •Z ��eR' OC1A�10N��N�• AT CORNERS 2x a STUDS @ I(o " O.C. w) B" CMU WALL W/2#5 ROD CN $ 112''GDX RIV.AT CORNERS FILLED CELL @ EA. CORrr.,R OC�NwNvy,pS Q EA. SIDE OF OPENINGS " R- 1( BATT. INSULATION R- tIBATT. INSULATION }" DRYWALL OVER P.T. 1x2 M OVER VAPOR BARRIER } O N `} N P.T. ?.x PLATE W/ t1ZANCROIi DOLTS P.T. 2x�PLATE `W/}" ANCHOR BOLTS , y 2x4 BOTT. PLATE q8" O.C. O.C. 9� t SLAB (SEE FOUNDATION PLAN) _ a =� 1// 5[i0U CONT. _ •' ° � �• a' °' . •• n. LAYAN5ION MATERIAL ` �•. �- ,�- • � _ 1{# '� ROD CONT. GRD. Boll OR PAD (SEE FOUND. • • z •� SLAB (SEE FOUNDATION PLAN) SLAB (SEE FOUNDATION PLAIT) PLAN) - — 6 < lk O G h GRADE GRADE •� ~ 13" C.M.U. — B" C.GI.0• TREATED AND COMPACTED FILL ` �.t_ VARIES � 0 TREATED AND COMPACTED FILL TREATED AND COMPACTED FILL • " � � ` r , , � � y s• w FOOTING (SLB FOUNDATION PLAN) FOOTING (SEE FOUNDATION PLAN)WI e a FOOTING (ScE FOUNDATION PLA:�� ti ` TYPICAL. INTERIOR �3 r_4 W TYPICAL WALL SECTION TYPICAL BRICK VENEER WALL SECTION TYPICAL -MASONRY WALL SECTION LOAD BEARING PARTITION •� q R- ( FOIL FACED INSULATION C �:TERIOR „ALL OF FIrR.-'.PLACE O — ONLY 1 - I 2x STUDS C 16" O.C. r.'/ FLYBOARD W *� PREFABRICATED FIREPLACE & FLUE _ FLOUR. FIXT. N FIBERGLA:;S :AINGLES OVER 4// FELT FIBERGLASSNSHINGLES OVER ,° FELT 2x4's OVER -JA" PLYBOAIU) DEiCKING — — OVER t' PLYBOARD DECKING — _ DRYWALL OVER PRL'-LNG. TRU.' `L3 @ 24" O.C. 'OVER PRE-ENC TRUSSES Q 24" O.C. — (2)2x6 CONT. 2x4 1sLOCP;ING — 2x4 BLOCK " — �: :, - HURRICANt; CLIPS �� LA. TRUSS HURRICANE CLIPS.@•EA. TRUSS HEARTH, RAISED OR FLUSH EGG GRATE & CRACIED ICE W / 4�. - (SEE .PLAN). INSIDE CORNER MCULD .w N .z . i, >•o .4wtnx . CALX. MTT.. DRIP OVER 1'.T. 'L'cJ GALV. MTL. DRIP.OVTR, P x TYPICAL FIREBOX SECTION (TOP VIEW) 1x2 ,, ��z0 FUNIi. NTMI o'rLR F.T. 1 :c1 FASCIA FU RR. STRIP OVER P: ,� x? FASCI FANCY CASE MOULDING OH v o a P cuiNz�Hao r <COO =A 3/C I',_;W00D SOF-FIT yr/;;Clitit:rl 'IL-NT " PLYWOOD SOFFIT W/S `r IT H H In w (x<} rt{i1;z1>3ontu� _ > > PRE-FAB. FLUE _ Ix In In W E+W z O 0 -C H x ' FRIEZEBOARD z " DRYWALL w a W a E z AlnHxc>;Ht:7 (2) 2r.-i rot I.,ATE (2) 2x TOP PLATE LUMINOUS SOFFIT DETAIL I' ~Wa~�aAz >xQ E+O W MANTEL & SUPPORTS � c�H H v�In ' (SEE SPECIFICATIONS) _ •ten cz H v� "Z :[� ULATION R- INSULATION In w m0=0 AHA OE-4 I . DESIGN LOAD Hnviatnrwz DRYWALL � A. UNIFORM SOIL BEARING CAPACITY OF 2, 000 PSF ~'o0W�C3H (2)2x12 HEADER (MIN. ) IS ASSUMED FOR THIS DESIGN.SHOULD IN I w" 00" • ; PLACE DENSITY TESTS NOT SUPPORT THE 2 000 PSF q` w'W H3 J-t. VENEER OVER GALV. ' PO :"U�11 ' O✓t : T11t.r as TU BRICK VENEER OVER METAL R OV _ REQUIREMENT , SUITABLE FILL SHALL BE PLACED c>x 3 H o::3 a VAPOR is'tl(li r_I OVi'a{ l.:e=Y:;TUUS OVER VAPOR BARRIER OVER \ METAL LATrg OVER �•" PLYBOARD w x000 (L 1�" .`.C. %i 't' Gr�X (�y�.,r.�. 2x STUDS @ O.C. R� • ' nye coRrl�::(s _ AT CORrrERS ` �• & COMPACTED IN UNIFORM LIFTS TO THE DEPTHS �- 1, � 3"x3.5"x� :" STEEL ANGLE QUIRED, AS PRESCRIBED BY A COMPETENT ENGINEERING w vi c�0.y w o w I LINTEL TESTING AUTHORITY. z H 0 a a FRA.,I{C. fix% t U01) i''LG01i TRUSS[11 ^I PRE-ENG. 4x2 WOOD FLOOR TRUSSES B. ROOF LIVE LOADS: 20 psf a n H 0o rn�A ip 21i" O.c• t!!j,"i' ''&G t'LYDOARD Q 24" O.C. W/3/4" T&G PLYBOARD GLUM' & I1.1Ia,i:[i c? 6" O.C. GLUED & r11AILED @ 6" o.c. C. FLOOR LIVE LOADS: 40. 'psf x H a H�a W H i D. WIND LOADS: 110 psf w HzaxHAm zoo HZ x H aOtnOL,.O i PRE-F AB FIREBOX 3 A Iz A z H o tz R- I( BAIT. [:v5ltLA:['[OI{ -- ---- R- BATT. INSULATION II.MATERIALS a H o H a. A. CONCRETE, ACI 318-83 FOR CONSTRUCTION & TEST- c z •"a In FIREBOX LINING FLUSH h/HEARTH , In o z w w O H ,� ING. FOUNDATION 3, 000 PSI @ 28 DAYS SLAB 2, 000 w a v o x H w [n O H F,(7 H PSI @ 28 DAYS xaxwcti.o a Wawtn z>zz+a B. STEEL EHWE+AOU¢a. �A`'` F_-ART. HT. VARIES DEPTH MIN. � REINFORCING STEEL= ASTMA-615 GRADE 60 WOVEN ------- ------- DRYWALL \ 20" (BRICK OR STONE) — ' WIRE MESH- ASTMA-615, STRUCTURAL STEEL CONNECI- + TIONS SHALL CONFORM TO ASTMA .307(perAISC BUILT-UP WOOD BASE i :.'r. ?x „ IL��._ w/ ;z;�`t;tloii BOLI: 1" ,� CURRENT EDITION) ' ANCHOR BOLTS TO BE H.D.GAL t > : I� P.T. 2x PLATE W/2 ANCHOR BOLTS `\5 C. WOOD ROOF TRUSSES DESIGNED BY MANUFACTURER O.C. A' _T— . d �T TO SUPPORT LIVE & DEAD LOADS. 11 1/,.� t, ion :or+ '. _._..�.___. _.._. _ _ • try ROD coNT. .o , D. FRAMING LUMBER, NFPA DESIGN SPECIFICATIONS j DRAWN SOUTHERN PINE #2, 19% MAX . MOISTURE CONTENT , ! 1200 51. 1` JA`k I SLAB (SEE FOUNDATION PLAN) W�Fb= p _a•�_�E�,ts :etxtt®� ` ��" E. PLYWOOD SHEATHING, AMERICAN PLYWOOD ASSOCIATION I_ :_HFCKFD I �41r' STANDARD 1/2 CDX (MIN. ) . r,R,ti.[ GRADE P `� F. CONCRETE MASONRY UNIT5(CMU' s) ASTM C-90 -MORTAR �! DATE U,. c.t•�.0 —_ __._ `_ - - _�_....... �1: t - 1 `� . TYPE 5 OR M. * III.MECHANICAL PLUMBING & ELECTRICA�t " SCALE 4 6 �� F1 A. EQUIPMENT INSTALLATION SHALL NOT DECREASE THE TREATED AND CO7dPACTED FILL STRENGTH NOR INTERFERE WITH THE SPACING OR F0G,T: 1(; ;"•I°L :;lil !:.'TI 1 !'l,nrO— — -- .411" • • �. `� a .°' / JOB NO. n - FOOTING (SEE FOUNDATION PLAN) —! • _ ••4 ! ; ORIENTATION OF STRUCTURAL ELEMENTS ✓'= ^/� �I'y ' •r \:,, tti\111:....... `, ' }'♦+'., I_ �IST V IV.DRAINAGE, EXTERIOR FINISHED GRADE OF STRUCTIJR'� ggOO/ ; . WILL SLOPE AWAY FROM FOOTINGS IN ALL DIRECT,,1( ••.•., .I.,?% . SHEET 2 • t c���wars�s�St 6AlI rH gra.e a r.rn,•sman s 1 oy.�nnrmt t t n t,..r,,,.:.� !3116:A!�. 'I•il' rcl -'��-STORY WALL. SECTION TYPICAL TWO-STORY: B.V.: WAL �SECTIOt� TYPICAL FIREBOX SECTION SIDE VIEW STRUCTURAL NOTES ' � '�' sass Di.tes•,stht�, r ►I1Slt t3[S�t!tlfr 1t•q t'1®sit au:u�IE �a,ra n,a�.agnxa'a f f✓71 :°t.�" f:r�Rt� sc*sc/st.Yt ,�-II.n - • g r OF SHEETS l if ulmlIK"1111 mr11111lit! EIR-111TI't101'[1ii I1lil fail "IUlf t111e1t►,<<' AF 31423) REvt'SIM tY RON -}— OC�Nwp`KpSS 1 . f G o, C , } wrl , i nton - i ' I n � To sw ¢ • ` I ►n 'vo vP %p a cop , p cn o 3 I (i 4 1 SECOND FLOOR ELECTRICAL PLAN H I y + i 1 O , I co N f DRAWN CHECKED + � P • � � � ATE. - •^A 13SCA4E t S S,, JO-^B NO • Joe :31-:34 fi;C .�3 TD .E" 'ITI) POR ACCURACY tIOii PROFIT.#' ` V :I ANDC�Y,S:SSI'I � f Cl`i•;1' rZ 7>.T?C•f:Ii.::'O1:;iIBILITY OF q ; .I :;l :VST.-tiCTJF. TO ;,.'V'., 11 'Al' C4 7.0 b:i . ,I�. Ii;:;iE1dSI0NS Atv',0 I'>O i;+IT SC'.�.. : `rM Ii'iA''IN�,:I. 14 :I i :'fT TSI' NSIBILITY o l 11 i CMSTnF UC:'O `. '1 11,1114' t,!Y aIF'O ;S T0 ,:t1 AT'.'ENTION 3EFORE E j �'• 1 i; IUM-701 iw,' EI:? ;N .,� I :�I:W 1::, ro CC R.1?:'i' TIS: DRAWINGS. ,, 1 1 J :R�i OF D�FiE CT i P- (i}' T} IS M.iI"t IN OLE OF IN: .t ,� ' :5 PROliIi3I:L0 ; .'.11-VJ! i 71;TTI:1' �ftC�;19 OF SHEETS #. ly'IlailI61Ullil'M7fIlt'c als"irltill I1&111l[ :c AF 31423) REVISIONS SY 0. 1 i r - I PQQ Job, Y I SCJ !`— I - — • � 1/j 14 �bc 'o WP - N 70Z t EMS( > H ---n-v - X ..----- - -- U tv �- &ICIo >� •� �' � m p «—� _ y FIRST FLOOR ELECTRICAL PLAN ¢, DRAWN Ln CHECKED a W Z / 4 /1/ 1CAL�G (� `� m � JOB NO : � �,gSOC/ SHEET oif E: • r , . Z I 4 V. t > :6 3;-;V C: ,I`_.CX:.I1 ; ]_ EVIEY,ED FOR ACCURACY - J ERI �:5 3D :I't►I : :O.M. :C4?;Y r' ;:HE RESPONSI3ILITY Or �• A T e4r 11ON.PRO: IT Y K. w 7 ZHf: rOt iRU."i) TJ nE�'.;E9 '19) (,11"ID.::F; ALL DII•tNSIONS AND _ ` 'I :AI,i: ':i{=' I ILyiIi (,:,. I'.' IS THE RES?ONSIBILI:t W C F '.I3 31• ]INRiI D: I TO ::HIM XN I I:'.;RUES TO OUR ATTE14TION BEFORE p Z CJI`' 'I'Ri Tlo,; 114 9 ,U d ":1 AL:4)k', II:' Tt' CORRECT IHE DRAWINGS. A 1 3 p G ;•'•, OF . SHEETS I11 FOI7 0:? T1 i'C ? ap?iiU�UC`..'Ii)�' GI' T11I5 DESIGN IN 'r9HOLE OR IId' a FAF 1! 'I2}1: li ii::) '*'Li:i0:7 w;ta111"," 1 W;N.aENT, lmr,llt x1111 fit HUI I IF 111111111vil nruiti Irlu.1tilre'lums f' REVISIONS BY rL 12 -� OI P A-:5-14QQg�� �?� 5 a:o awvia in a 0 MOO 0m''lI i�,,,, 9-4 04 9r,,,,It/ AT s&,1�r VJ I II leI G I I \ \` N Mc. P�AI.aYri�rt ti�n�t�� I � � t �: �o�,•����" H HHUVft4 M VM zz _ IHOzc�ktOOW � TI {b3 y�. ( IaH I2., - - - - xr-�HpgO0H y � ar+o�o won t \ 1 NHNOAW cc j � I o�Hza A►+ x 2 ►-. aowo0.o �JOUDwA I I I i..` - a c�Az�,oa H OH W tAt1 v J11 iz�� --�{- _-— — - - — - - - - — __ __ - - - tno HHS H ' f z I --2-; I I A t1WHA0Urdw 411 i G�1 M 1'15' f �01'�V GdN M prq TR y ci ts • rr I„ + ran HIMM uO Ot'Ll r 1e," FWnu.- b _ - cu t 'VI��► n WAC 3W V44 �LHwp.F�t1F, I �' GAS MMrnt �IrooM "' Lvj r: -- - -- „ H- T1CV5 S II?S r- TtZV6 S G =o j- \ pl' wu• �, 565' -t�I G r, �r•� __ r ,c t3A H� o ./ Hit ojGq'h • �o��Vit=_ Df�D � � - r i° ' ._-_---- ---_— __ � ' o PALL vr DRAWN J • J,�x��J �r, � ) CHECKED - DATE SCAL ' - - 0 JOB NO +r `pR10.1�1�rt' , SHEET w PROfIT�� �! BUILDING SECTIONS /r, let OF SHEETS �.• ,I la r flip U. [mt I;11111 ,,Mil 1:11M raM IFEi i 1`1111 €tulr' _ arraAli i AF 31423) REVISIONS BY — 7. 1/7 jLcsa� i 255 of PLr �C � �,�v ZY,O �� _ PQ Jo gov 9 IF r fit r. - Jt, ' i gy N1r o -• -, j 0' TYPt 'A-I 2 �s�'utr N / �i8. 2 _ 00�, eaJ \ Pim n) 04 l T A ( �Z�U 4xd-w � 1 S QDO �" ' -- - — - Xy4 W l.H.R M1 fl / IJ Ts. . GLS . �' t 1- i:•I CDS � `�. ,, is F.F --_ •, _ G�VKr►TID►J a l.lr'j ��ar�1� — IZ 1 11 1 u -tL + h� ; I _ G l.�• o VL'�L t�R tfi{•ILF�sS'r -- I �- — vrl L I'f`! -9-M, w/ ZX L P-�refu, -- - '� 4Q N � ' ! _� `� Gt,lo� J�,IS, ((✓ 2{11 O,G, N N NOT I � J;TS� t - ` � • plc,X ATf'C 12 J� /L�(p OL, J,p y:a - 1 `O T-4 1 0� N SNnc�4 I U' `1 D' R� -_�xG F^-F'fK1�1L� � pG � N U N N wf P�R-117CvIQ&(? ►'^(DSPtiN ...I. rxfl,..1 T ( 1 N °� �� � � � c`,=Zx �_fz►A� R��-tcfr-. - . (1,1 � w - - 00 L fV . . &)Rpm p •-V�•, \,2ooF SUSS TYPE \E I O • V CD toox ' bu o � � 1704 i04 --— y i ' 0 - LOA-t> eww-MNG r.4A71T11oN I = S-tu DS Td 8c' Q,16 � o•,/ Mtix SPau,v� � ,1 1 U• rte c' DRAWN JL J L _VC-tzlf� ALU TP-�`S SIGNS �DIM�tJSlo►►S. CHECKED ' G IRDc2 1 a W - DATE t DItAc 510fJ5 A,QG -06MDL'N7 orop ----- /�, �f' � o� Poi-f I NG Cod K?1R-'S, v, { 4p SHEET - THESE DRAWINGS ,HAVE BEEN CHECKED. AND REVIEWED FOR ACCURACY. -- _ < .r x',11 n Ito F IT ERRORS AND O2•ii4ISSIONS. HO'�tiEVER IT IS THE RESPONSIBILITY OF ROOF & UP= FLOOR"FRAMING -PLANQWER w THE COhSTRUC^OR TOREVIEW AND C01SIDER ALL DIIENSIONS AND o DESIGN. DO NOT SCALE THE DRAWINGS. IT IS THE-RESPONSYBILITX o OF THE CONSTIRlCTOR TO BRING .ANY ERRORS TO .OUR ATTENTION BEFORE CCNSTRUCTI"1Z ;i.4 BEr'jII ^-O E1I,0 US TO CORRECT TIM DRAWINGS. Z ANY :'O=.Y IF IUIu: :T `U:RODUCT'MI OF THIS DESIGN IN r'HOLE OR IN '� r174 • +` OF SHEETS a PhRT P3:il•;I': .i7 'ri`.:EJUa W;iI^:.' N CC?ISIT. /fit,. REVISIONS BY ------------ Z A . , left side I H AtL "C1R TI cNs cz rn o 0 U ri, ri V) 0 I�G�I2, L�tP Gilnl� 211 �I - --- __ - • �• � � _- - - ---- I-�0�1Z�NIT �. Imp Gf�� P• G o coc i JL DRAWN rear. CHECKED DATE SCALj JOB NO. ,���r �C�I c.t(•l•t;i SHEET HES. D:tl,V7'jGS`AYE BEE?; 0-H-2-C.-CM AJD rEVIEWE, FOR ACCUA.tiCY, r �' } � � f ���»R m c, .• ELEVATIONS o _ ,�, 'If �; ^ �pFIT E=AOS h.�D o,i�ISSIOIfS• •ii:���R 7T IS T:-IE RES?O1�SIB'LZTY G? O '' • co ^~:£ CC:iSiPJCiC3 TO WIZE11 "M CCIiSIDER ALL-D.i-!:-:VSIOf;S 1M M DESIJ:t. Do itCT SCALE :Fi: —jA,,•II:GS. IT 1S i}� RESMO SIBIL77Y 0? T'r.F C;1'S:nU.Tot TG'BF�a; ANY ERROF.S TO OUR ATTEI;T;O:d ?B?0 CvSSTFUCTlCl l HAS ?=:L:f TO US O CORRECT 411E D?.n'RZhGS. M .0:Z,OR III FOX .L :0:+ 0 iKIS L..S:GIi �; + 0 : '�: OF SHEETS ,: "{IBIT:I1 I'l '".Ci'S P.r`?^.F;fi. 'X,s::�T. , '`ZG„�OA T`•' ' " e� ��!!��� { tr, 'fir f!.' ```' t REVISIONS BY 21 11 1 �)1 2lpu IOU �11g11 4011 qeh IDIOIt ITU l�Il AL N -� o 9a$ `4 -�--- --�- _ r�lN,f�� �atJt� ► w��-� \ oc�Nw� w /yz n peid lts .0000 ! ( I 1 - - !o Xo��. III IMI w/ '77,V45 t UP �. ANT IL 1 S MoD 4arl-TlC-AL, I _ . 4 G, �.� w 40 x co to, o w >H, ,�-�"- iN � vT Fl�p ex-_ .. �� OJv loos Vty JGt3N V��oT�. ►, � 601 T, 'FtU , To P 1Z �V`'1 v o1�lZ GO M f'N•GT 9 I L L. wI rpt 1 N, (2i1 µv(L 2orJTti L,, Ga ►J D ID ofi � � I 11 ) �► � 4 l) � ,) '( � 4 c� Z w 2 1Zob`a I ► � yt�Tlo� I ti I 1 4W GloARG, -t _ IOx of &�� _ 00 =�- .�.. I 401 2 loloo I _ bo • f u � 1177 0 IF �-- -- • LL, o w I'� + Pop &njT, I • `v y'b/lL { I DRAWN J� CHECKED DATE N }- SC LE ' JOB NO. .c, ,• SHEET TH . I .1+ S ui Ra1'IE ED FOR ACCUI:EC'_' „ �. �,. .• i 11'1. .� C n r-. .� t - _ t�. • C• y, �s.•�� p 110►' " R0FIT —kr fiF i?• I�fy >z": ,,Ilr ►�1 1f,'"� [:. I. THE-RESPONSIBILI_f Or - ` TH` (.t$ S..}' Oil ;'E ~�.i1 a 1'1 n. S - ,.. � �'L.t: "UER 6�IL DI, DI;t GI . E v„ C:J )fit 4I1;,;;, IT. IS THE RESPONS-lun TY.. IF 's 4f� fiI "tt �t UtJTF 0 :JF I.i + IY 3.-AtIOPS M. OUR ATTENTIvJ; B :`ORE: w,1. f -fir ,`yi 6' • i . 1 . .CUP MA I. F 1,ti }ili::� p,s !Ili; IC i i? 'j'X '1'i i0 CUFRECT T}it DRnh7t:Gs. - z AI1� 'sY'J1 i (4'!, IA:�t;T f f.: �G �i: t::.}:Y. i):F :}iI5 LESIGi: IN W:3oL O3 IN J;11r".:T'1Ea CONS"ZT. . �,� ••arY•• Vt e x : � 1 r r i8 8 • OF SHEETS ;tl111 t71RI��It1. 11"rVi VIII' Mill il1.11M.-il i1E1 REVISIONS BY APP 5 �9 12 " SO i 230, 2� 1N 0 � � - � / •arLlvl: 8 a R, r -n�L# 4b->•.1ur,Iptojc(5 t - �..s►�� E- 2144 �r11�� � / ' 0 -:2 41 1 �'1 D F��t v _ �e � ' G i N-1 to f s DRAWN 1 �J CHECKED 1 ! APP;R.-9VED 2-22 $d i DATE CITY Of A TIC BEAM. PLANNING (iNG OFFICE E }SCA (I iv GJG/S.(.G' '• I (1 1 0' SHEET I T NON PROFI , T r •• Vis, :, t t w , ,;�t. �,.. �a5.1�8�fy 13 •� k',t,t � `: '• k OF SHEETS s,• III 1.11".11U.111 4:11311101 kill 118111!' AliL'iS