Loading...
9th Street West 59 (3) n m ' o A ' x ' � m r r 0 I - m r m i N c C • y Y N 9 rn W r c rn 9 b z N rn t n m ' S �q ° ¢� 0+� f & /iflQ � SPT►L "T7�...11L �7�2 �' l:L �iq��� -_._^-.-.��., .�^w�;-may��._..�.j:•r- - _. �- 'a:-. '' > >• V _ '-t • o , _ 41 ,.-'` �' X?To rLALrE -rA t— V4 T4 LI Pr �u&4 f { - Q j a oko n N x i ts•p t r -- �A►loC S��aP � � , I � and J Te Igo� �� C> / i { �, i o x} ov' all bout Cornets �__ t– — - W41 • I N v x ���► � f V -z o s 4 V 10A )rN' 1D A 1'6 Fa I I N . O �u��Gaw� C���j I _ : ;• -, : ° .� �}�G•+N PR►Jo�� 9tJ6,F— -t-N/fl A,L- CL) .Q) a�ou�n� crn I r Cd,nu��l�'lo�`a � � _ / -rR.tr�� Fno'w SJ✓L+lk �f /I `� -. ( - �• �n I U 01`J nJ• v.1 �o r+T"M.1 re!�u� L r, G t.p Tt*-6r• LA--o �cyL rJ v Z'u`'f tu x I r L&T7 s �,�o Tat to c.V- 40 ; 5S C,-TI o rJ "1 4 ATL-A -, C.. _ t lox 10(f[Q4L p rta grn ..� l�C 5 EA /'* C.44 w � 5 L OAX�o ),-j VLA-T- V300K,. 113 VprH '.Sq- �, G•p�• _ __ .- -_ _ _ o sz- cvrc.oL5r-rr Pvr5u c. (Zsc.prt.aS dr- ' 't'� : • 1� I7vJ/ l. Go�Jra-r.� tort,oA F FLynp pr-lie. ��Xri �? c�l{o. w,J e]nl FWpr] 4A�ZM,16 - _ Y• .- A P P R DTIC BEACH Do" W , dor Rm mom, CST nN�N AT�LAN it�� nFriCE h s I La-r 4 N1 AY Q 9 1991 x \ 0r-rice,5, ArJP 1r- Grp VLA4r A 3 a 0 v z m r r n 0 1 f m � r i O C y x _N O - m W r lot c m ro A z y N A C ` n 1 . s r _. . _ ..�_ � ._.._ - ,- • _ •• _ 'r� • ' � ___.... ---.._.�. ,' �- �j-role-�c,�-� -�htl�... v�11-�.4. LI�7' ���t A I T0KA1.,r. rmncI N x �,v • • �__ 4 I r � v � f w t O I ,. 4 yoX {7,• V I a 1 1 5 ay y,�� �,y f' 17 A rl►�. v`1, ��-r�-►n.,�*}i'� ?,5, G�� �z�&-. L.a.ar, s�,+.,�.t.,�Svc r-1� 3 2°I �- tu x IiL. 4-0 , SS c..-n o,J "14" p+"t•L-b"Tt c_. I / o.caµfrri- / I i�C 5aA(-+ 45 9Z-004 !Q-0 ,J VLA-r t5oCj< 113 [�-A7�C-• , �. � 0 f~ -t-µE. G�rt.Fz.�� �ur3�1 c. 2rGw2�� pc It- a,j PL-apo 4ADA-..4 'r--141 ` I Fay R-TLi�+d7"rG �, c.�r Pours. i;-p• CITY E D QUILDAN�Opj 1.,C If { 91989 LoT `7 Jrttn. r I La-r ¢ L-a PLANS APPROVE VJ CITY OF ATLANTIC BEAM �f �Ur� clTr BUILp GOT OPF-Mg�,, AtJP PAC'Y_ CtI rf VW�rfr • �. x:�: L96EOS A M m 6 r 1w- m d 1 M RU l 3 "► 11i + �i' ",w ii�l 1�i *f Il'I�j�1111 11t ! 1 t ' ti» _ ea- SL� . _ w--____ __- _ _"_ t-rt . _. . _�- r -- I _--- ---- — -- �'•__r RP ..w. �.... 6.._..`. _�._......_.-,� ..,.,fir...»...:- y .� 1-^•r Y4-5� m • A _ j I F ' ZVI I m rr Trs �z i G � may{ gel --•--_-- �_.....__ .� �--._._ _..__. .___--__-- - ------____..,�..k_,_�..�..._._ --. _ "___.. _. . ..�c � -f I `� '� ' • � 1 � ..� _ � -..�� 1. rte'.^/ {a ��pie�--'M1'�' �� r�-j:,fL.i`'�1... ,+'P^-��'L''ri � lr�� _, '"�1 I !�. -..� TA �� ffr~sty °�,,o�:�r~�'� • I�t� f�t=�l�- � ° �--�-�-�-- .� aloe- - -.--�.--... i ��'4+7�-''/[�,,.r-,rrl�l1 J!i',� -•--_�---._----.�.��..-�. :.�.....-. a.....»..<; M` .m �4..w....:......:........ - -^- _^^'_. ...._. ........_-..-.___._._....._---_"^..-....-_..._� - 1 � — 4.... El , _ d _ ..nas f A �Al f� �E -�.�o M/161 Gr E- ` - vr Tt I,--w co Y ge Lo Q P7LA N h �1 O O Z • m r r n 0 i m r C H N 4 m . I I - `�,"'l.�i?� �r� "r7 1�•1$tf�.-• 7r� (C1r 'S'i�F I I(a'/ w `�c I � I /5o it 1! I I 'Ulf i l� -Ii� '�r 4 ',1'�F/¢ s::.,�r.r[ -tiL�g�v �` �,j/��.�� i�; e �� �,• ..S r• x r L �72fc _frr��rt r.1�rrtiC.E• _-_r_._ _.__ ,'s v�-��.j- . I+ Fare-v,-t k kil- -7L Y+ C- Aye✓►�A-tr 5t}tr-1 raw S �� _ ,... ._--.-^..^--^'�•!c�. �_ ....._....��--..»-�.-.Y�...�.�-�._..__.___.��=i=�____-_-_._Ya�+� � tea.--_,.•�_-•-. / t LEYA Com' Fof '• �Cv-KES 'Qf� i 7%�l�J►wf�l,Jby� rzc.14r-ry-c rvr c._ r/,$ // /tr'�, ►��r�f i ATL-Ort-rte_ T—S A[,4r t=►.orcNaa. '' .. z 0 z m r r n � o P ~ C � y m � r m c L ! , -81 x. 6 C,-0,ll• I ,�. � �,� 1p 6 A � It 4s}"��t L�-Lr '�srULi L m I o x ru vJ•vV', r�> Sra �-w < a a 211 r?,4rt410 9 If { �� rE✓��VR-_ t3re o �. -�4 11�/ht4 --� Gvh� ALTyJ lr�� F y h�D Z¢ ,j/ }r, pa,- 1 V"f►-��r �'' L�t /✓�^r.� d I r r .��'i �51 C0 r-zc- o oT-1 -joJ ArJGu,a 2_. nT Ga4utia w1 Z=zr-. -==-fib W/ 2 rrOO-r)--16,1 Ajo VC-7-AlrA!!- Q•^ �7('"j��(�.►Ur"L► �<GGRi MSC+1=/i,.. _ . a ,d ' jA {IZ S�+E�.°rttaGrL 1 as r� Z Yc iwQ n f}fc A Pea— at,' �r � - "+110&I� lr-�SU�>JM . y �►' v � ' ✓' qua STvA p•T '� _ o ' e t'yp - - -n•�a s ,p ,+Ea� �c� ? rr " Y x pr :r -i3 ' A J ry Lwr- I+ t �jODa i o LA DILI . 1 4-97 r + ��✓ �(.-.i ol_FU�c.. $o,.T 41 OA .�1t►�, _ r ° a 4 I W 1--fL arL. %41•J po - - tv ��', -a - v : ,q, •~ 7�.�• ,` - -' - ,, � , .� ep � pc.•�c�..n�.-rr M�� ic,E `lam �xT��lo�C�, v�'I..1t7oWV �Thr[� — r �o •S - TYX.�, r S'Low�� � I r•1 a � L�'�ti I l� Or L•��.A�--1 !1*d� �'Lt/`y'"��"^ STu�a'���*-� MAi�?p.r.lS tl 4• S JA C ' I b v A � QI L A4i"r�/rd 14v G'MA, F,"-vo \.Nrr1 J. r�rjG2�'re(—T-1 ON t So>Mt t7 ��_�.a N►�� �A��t� �Jt v01 r�Ec- Vv ` � v m n o z m r r 0 1 m r r m O C y z _N tl m m r c v z N - m C • n • m r 59 PT,L i-A,J►L ,•S• G,g9 �,�'nv ''� /moo pL2 At,t✓ Gor�f;�� .- A-7777-7 .. ...__..... __._ ---._- _ _ ----- -- . _ �p fz AI t [� 0 I x30 - ��---�.�-------�.�:: -�==�,- .�--=-�.�.�..-�. _ fes- �.'+ �',�.G. Lf+•-L� a , •' �.s ..>I :w:,.;::.x:.�a• _. __..._i '•'' - Xj�v12.Art f E 7Ar•jL_ v ,rrl+ LI Pr AA .� � o��.�_►tf o�v 6. • ix i � �� Gv Gr��•�. St�At� '�"JI . � � far-► 2 �u� . . �, � ;� ,� D q f I cb,,,, JaAf y 'rA;c. .-1 F�o.y 5�a./ky ►3� „- T p!""� �►i I V0t"10- i, tasA-r%-i NL*A'f/ (.,4, GLA jam. Lp-ala z f 3'%)L7 t Lu I lox 1.IL Lr4,� s A-ro 6 , 5t,AG,4- 4,o, 5f3.t.-h0,J "(4" ATL.4rj-nc_ Fxf4 41- �5 u>+c o �rJ 'FLA-r� t30 ,� 1$ P.4'4� 34 i1 ..,., _ 54 __l. .__.. -_x.._ .._x_ _ ..}t - �14r,�[.• , 4. Yw� �c-c vrL.I_Z.GPW61-1c.. fZG� ' •fIL AS 5t1a.k-1. o,.l JPLovr> F-Aft—,iO r✓1p.� • _ ,• � � ,• '• � � � � � Fay ATt,�i G is�,au�.. � ��ai��,� ti APPROVED • r y► ,� i� I CITY OF ATLANTIC REACH --- . . BurL.Dtrvc opt=fc5 -L AUG 2 91989 L a'T' 4r L.-oT S LoT ¢ Vpip Azz We s--r �J I iJili - siva:E-1" o ' /vel C-r ar+a . S/�• �SS 2 �d 0 APPROVED / 5e•A�• ► " = IDA CITY OF ATLANTIC BEACH 63i ����, PLANNING& ZONING OFFICE -Q- d) 7 I F- 3 p 1989 . r �6� Igo�O J' 7t;:@r- ►C_9 , .5Ydwf_9a61Vt or A,'$1, M O r /f r . a h 1 � n x O u ; 1 i t ! ; jji + �� �� t i• !�>.' ' i1J . �, :i'r,.�t, _•r t+ , s y 4 • t ii I..tli t'i{.,� ' ,. .. ?..l !, �. . r I f., W..L)ID.��� t � I �_ �,,+ I � I Iii �_. _l l��t; ' T_ i ` I(fill�" �� r 1 w �-- w __.. _ Lr.__-__-_ ��ii... ..._ _..�_ �ar" ..-rte. •r •y �� �.�+ �a ! � I _T tv COD.-_._ �-----'--- �'" . _,T__ ��'� �`�+"�.``^—•Wim_., Q� � � '� ! .Y_. —' ��-_,—.�--.-.�_—r^^^-.r--._-..,�� ' .�...._.�.� ' t.,,_......... ...�..-._��..__-.._—..._.—.�--+-�---T--T+-'..••—.wry.. ...... � ( —. ...:__--.... �) _.__........,..., � 'Y.1.._...._�._ ( .. ' `� .. ..._._. .... _ _, -r-r~� 1 �•_ _ __ , ♦1 .- .., {/M1�/ I • i I •��.;o t ate:-�N __ i .�._ __ _-- � �- :� � � I i�iy i , d I ' � _ � __..... �...,..�: �. _.�' ,.a. �M `� .+,•"" �^,�,$r, ..'.Vii, -'-,��^^ - .�. �':,�� ,ry111 N ' f l q .i"1f�r�. ► Y _� _rte µ ; Av :=Fr ,UF4,/' — )'►►..JJ1 � � 4 R -01011 llO�V_ �DCItY °L. ABE/A� � CHO4dNG OFF ce AUG 2 9198 Ill 1I 1 ++ } � �t --�^ . rY� � i lli ►iil l '(i ; ' . r + 1 rl ;`i M r 1 F%�4 .p R - L98E0£ [ I I I 1 I 1 i - __ r� �Jl1 Z �►TGI-•�- � • -" � �'� ���r� r2nt�G �f-rs7"��•--� Sir-' � fir 17 V- I � Gah�i r�fa ir- ie ,�1 5uL•T�_- `,X � Y'f�_ 3 I Ems' o_G, ILL ,r rr ► I 4th G.G.. I t Lw'.flkt n {xl( are — i N CITY OF A.T. BUILalNr, AUG.2 9 1989 L X4.66 .' . �.�. Gr�S�(._.. /-�-f2�.1�rr�GTcJ,�At... ���,�i .��!a ►��" �r '.. .,. ., '- ,.r.:. .. ,. .. ... ..._- .. .. ... . ... ...ax. .._...-.. ...s.�.. ..._ .. .. .._... _.,..,......_._.s.,5._.. ._. ., s _- ... ... ... �� •. . ._x sir ..Y.•. S'L^.F.�. u - n. n A m 4 x m r r n 0 t m "4 m A N 0 61 L.V 1"'}rj v A l �l A FJ t k 0 L�T�!"c '� A S U-u 2— f! � r � � ,ter d N'J rcr) .�1� i/•'�,o' f, lI L-� C4-"_ ��5'(Ip ��•th�'[.1�1^ 4 'f I a Y IQ Vel.vq, ti��y 4 �7�!'1, v 4L " d. 40 t7 FVv-r�.� A �L�'^^^j � - - - - '�5ntu �► GU^-�c2tfi s� •^i I` L�' � � f�'�,�rz-.,- a ,� - ° P u ► I.1` �'' 'Z 57ao X51 Gofjr.2e� -v "y _ p Tl-3 67 GunN T nlov ]=ZZ: `L.Z�:& �r13. 0-1Ld1-% P ha <r _v y , �2 r-00-n-1(9 ago Gprz,,J re. 1?6rAt L- i I - ff�r�f 5►kE3�Tt'Lac.(L �• y .� Q '�fZtr�-�•.��,�..��.�rED Gvr,trcE-'!� y n why Cir-; Z-.L'-1 P'7 fvRAA,J p or-fit... d _ .� 3�y.'ri��o6,rl�ry trt,dc.�M•.l . a - ' - . f Bo�T� fib" o.c.. 7yp. ::T -w,ifS P .,. �- ��i+Lvr�� fiwM I,�ul•� .G�t'.rt��'�a,rr~`� fat!b _ Z. e LO -dt,(.S -rq 1LAt_ 4f7'' iii ,ci,r-•ai..}arr B��T E ' 11y n • j�0o 1 c✓p�t G r <(��11 jl_ .L_.. nL- lF-` -- � o r _ _ � � � ¢ >1N`ts:2►o2 vli•-Ipa�•./ N -1 ,q ' - v .. b �, - ► d Q .. ��r.Ac .e¢ Mvs-� E ?j EXT d i n� �Nt^I�.nvV �TC'�OF ATRLAN C DCH fs7017-0 4 TBUILDINGOF'FICI: e v a ° a� �' `i Mhl►xT/41 <� , ��a ar,�rlC- -ia�,.1 2 9 .1989 AUG BI 4 lyi Ito Go-AAk? Vt wrru I_ESz Ae—arAT. VFFAI L� - r/P' I � � 150, ry EL. 12.2 FINISH GRADE I uy 14 I DESIGN CRITERIA:_ All design per "Standard Building Code", L F3 ---- - - i unless otherwise noted: \ / _. ^ — ^ - - � _ _.. _ - - - _._ _ _. ^ — � _ .� ^ - - � �. � � ._ I 1. LIVE LOADS: EL 9.2 \� 10 EXISTING CONC. TO BE REMOVED �� / Sloped Roof --------------w-------------------- 20 PSF \\ \\ � BOTTOM ON RETENTION POND \ / I ( g � / .; ( WATER RETENTION P0ND I 5� 2. WIND LOADS (1988 Edition-Standard)----------4 10 MPH \ ' EL 9 I I 3. ALLOWABLE UNIT STRESSES: \�////` \\/\\/\\/\�/\�/� \. `� q'.i� • I 12 x105' Concrete (Design per current Edition A.C.I.) P.T. 2x6 a: ei .�� All Concrete-------•----------�----------f c 3.000 PSI IStructural Steel (Design per current Edition A.I.S.C.). I TOO TOO 5'SLAB.C.17/2"S XP/J'T.10W2 0 D.C. PTlx6 I All Steel shall be ASTM A36 unless otherwise noted. \\ P.T.14 Timber (Design per current Edition National Design EL. 13.17 I I � • � I I II Specificationfor Stress- Grade Lumber and its P.T. 44 POST O 4 O.C. Fastenings)------ ---------__- -- --- Sou. Pine No. 2KD Glued Laminated Timber-----------------------F'b - 2,400 PSI EARTH II 4. SOIL BEARING DESIGN LOAD CAPACITY-------•••••----------2,500 PSF ii RETENTION POND BULKHEAD �/ I I I 1. Unless otherwise shown on the drawings minimum coverage for I I concrete shall be as follows: II J 6" CONC. SLABI W/$x6x10/1OWWF-- --- w I I i Slabs on Grade----••--•----------•-------CENTERED P.T.1x6 I i 2. All reinforcing shall be held securely in position with standard accessories during placing of concrete. 3. Splices in reinforcing, where permitted, shall be as follows: Welded Wire Fabric - - -6" I All others-•--••-______--.___ ----------- 40 BAR DIA. 29 2' PAIINT STRIPE TYP i I ,- — . — . — . — . — . — . I � 4 nldsplumbing etructural quipmentrshall be verified dwith equipment pumechanical rchased . I ; PROPOSED B ( I L D I N G EXISTING BUILDING 0� I before proceeding with structural work affected. o / I 5. See mechanical, electrical, and plumbing drawings for openings, FINISH FLOOR EL. 3.17 FINISH FLOOR EL. 13.17 I \ to I I /• II i sleeves etc not shown on architectural drawings. all IiM7xi; , I 1 I B. All floor and roof trussses shall be designed and fabricated In accordance with latest edition "Standard Building Code". l I P.T.1x6 I I I Submit structural calculations and truss layout to architect •� I I I for approval prior to start of fabrication. SWALE i \ \ 40. 11 I1 i EXISTING CONC. TO BE REMOVED II 4 P.T.1 x6 MAILING ADDRESS IS 59 WEST 9TH STREET, ATLANTIC BEACH, FL 32233. --- -- - "' -- HANDICAP SIGN LEGAL DESCRIPTION IS LOTS 5. B AND 7, BLOCK 40, I I SECTION W ATLANTIC BEACH AS RECORDED IN , i / \ FLOOR DRAIN PIPE PLAT BOOK 18 PAGE 34 OF THE CURRENT RECORDS OF DUVAL COUNTY, FLORIDA. NOTE: SOME INFORMATION USED ON THIS DRAWINGS TAKEN FROM / \ I TYPICAL 19' /' SURVEY DATED FEBRUARY 23, 1994 BY BOATWRIGHT LAND SURVEYORS, INC. I / \ UNLESS OTHERWISE O gEPCt� 1711 5TH STREET, SOUTH, JACKSONVILLE, FL 32250. \\ I NOTED civ HANDICA PARKING/SPACE EXISTING CONC. 10 BE REMOVED / - APPROXIMATE LOCATION OF EXISTING SEWER LINE C�j00 -��NO AND REP CED. ' / I ` HANDICAP a- a n. PAINT STRIPE II 1 I 0 20 1I C �` �� - P.T.16� . — . — - - . P.T.txBP.T.tx6 N .. ` —I• �' �" ' — SET BENCHMARK IN � 0.7-/ 7 0 POWER POLE, RR SPIKE 15.89 N.G.V.D. 4' HOGWIRE FENCE LANDSCAPEEp AREA LANDSCAPED AREA RS---g,-' '` I ©.j c,sb4P\c� \A't �1 �- END OF EXISTING CURB EXISTING CONC CURB Q>`� REMOVABLE COVER WEST 9TH STREET 1/2" EXP. JT. FILLER CONC. SLAB g fg� 900 1994 w� µ����- ---- 'wilding and Zoning - 1a BRAIN PIPE CONC. BLOCK 8' CONC. 0 12 MAX E.W. 24" ADDITION TO EXISTING BUILDING FOR MEMBRANE WATERPROOFING 18" 'NIDE DAVIS GOLF BALL COMPANY PIT SITE PLAN SITE P L1N BILLY M. ARZIE, ARCHITECT AR 0006448 SCALE: 1/8" = 1 '-0" Atlantic Beach, FL 32233 (904) 249-4526 ACAD FILE NAME: DAVIS/SITE w MAY 7, 19941 FILE^ N0. 9405 PROPOSED ADDITION EXISTING CONSTRUCTION FIBERGLASS SHINGLES AND FELT TO MATCH EXISTING 1/2" WOOD SHEATHING 50' P.T. 2x8 W/1/2" DIA. ANCHOR BOLTS 24" O.C. STAGGERED 11'-4" 1'-4" 11'-4" 1'-4" 12' 1'--4" 11'-4" P.T. 2x4 NAILER 12 WOOD TRUSS ® 24" O.C. — 2x4 ® 24" O.C. 5 ED a GYPSUM BOARD CEILING F - -- METAL SAVE DRIP EXP. JT. TOP OF NORTH (WALL FOOTING SHALL BE 10.49' 1/2" I n I CONC. FTG. 24" x 10" W/3-#5 P.T. 1x2 HURRICANE ANCHOR-SEE NOTE 2X6 R/S CEDAR TO MATCH EXISTING 8" x 12" CONC. TIE BEAM OM AND #3 IES AT 32" O.C. I of * - El i 3/8" PLYWOOD R/S 70 MATCH EXISTING I I WITH VENTS 70 MATCH EXISTING fi" CONC.. SLAB W/6x6x1 D/10WWF 2' U ON MEMIBRANE WATERPROOFING. 0 w m I wj q CUT JOINT I Q I -- _ —.._ _ �_ __ __ OD I �ca cv EXTESIQ13 WALL HURRICANE ANCtLORS: USE TWO (2) TECO ILX RAFTER--TY FRAMING ANCHORS, TYPE-1, AT EACH WOOD TRUSS. I w lz INTERIOR WALL ) RRICANE ANCHORS USE ONE (1) TECO a " RAFTER---TY FRAMING ANCHOR, TYPE-1, AT EACH WORD TRUSS. 00 d HORIZ. WALL REINFORCING ® 16 D.C. DI U 4 OD of I 10' 2' 11'-4" 2' 10' E /2" EXP. JT. 8" CONC. BLOCK I1/2" EXP. JT. FILLER G] � q II 12" x 16" PILASTER BLOCK 8x6x16 CONC;, BLOCK I W/4-#5 VERTICAL & CONC. FILL ¢ I � STUCCO - MATCH EXISTING I [Fcail I I a ._ PILASTER BEYOND - SEE FLOOR PLAN I PIT — INV. EL. 11.17' SEE DETAIIL SHEET NO. 1 I El I -- �_ _ �❑ #5 VERTICAL BAR & CONC. FILL N ( 8" 24" A5 SHOWN ON PLAN. .� FLOOR DRAIN cD EL. 13.00 i — 1/2" EXP. JT. FILLER � tr I _I ❑ I 1/2- EXP. JT 1/2' EXP. JT. FILLER 6" CONC. SLAB W/6x6x10/10WWF IN FLOOR DRAIN FLOOR DRAIN (a EL. 13.00 EL. 13.00 N I � U) � II II I I CONC. SLAB �- SEE SITE PLAN. I I i . MEMBRANE WATERPROOFING i I 1 " EXP. J1. I #5 DOWEL & CONC. FILL _ RELOCATE EXISTING DOOR AND BLOCK IN OPENING. AS SHOWN ON PLAN. CONC. FTG. W/3-#5 iffillifillitillillillulffl= Mil IIIIII>I II o __�..___ BOTTOM OF FOOTING SHALL BE — — _ 1' MIN. BELOW FINISH GRADE #5 VERTICAL & CONC. FILL AND AS SHOWN ON FOUNDATION PLAN. ADDITION TO EXISTING BUILDING FOR 11'-4" '-4 t1'-4" '-4 12 'wa 10' 4' WALL SECTION DAVIS GOLF BALL COMPANY .._� �� -� �_� " FOUNDATION PLAN SCALE: 3�4 _ 1 '-0 50' ---� BILLY M. AR71E, ARCHITECT AR 0006448 T Atiantic Beach, FL 32233 FOUNDATION � T /` lv PROPOSED ADDITION EXISTING CONSTRUCTION 904) 249-4528 • " �_oj)� 1JL�1 q _ _.___....___..__........__._..__. �' L'�"`''`!, ACAD FILE NAME DAVIS\FOUND w � SCALE. 1 /4 = 1 -0 2 MAY 7, 1994 FILE N0. 9405 cn 59 PROPOSED ADDITION EXISTING CONSTRUCTION 50' 11'-4" 1'-4" 11'-4" 1'-4" 12' V-4" 11'-4" EXISTING HB NOTE: ALL SIX (6) EXTERIOR LIGHTS �J SHALL 8E MOUNTED BELOW ROOF OVERHANG AND SHALL 8E PHOTO ELECTRIC CELL 0 OPERATED. USE EXISTING WIRING AND FIXTURES ON EXISTING BUILDING. I io FIRE EXT. ¢j �❑ 2-TUBE FLUORESCENT 8' LONG (TYP) Co U lD T J O q0q �� 3 Q � Nm OLL- Q�~l ~Oa H 0c)Co _j 0 = W¢ � � C)J U� r �� w0 71 4 00 2 C9 tpLLI Q O pN zuL9ao N r 0 w U) ¢mz L d 0 w� am (L0 Cr Luo �' �❑ M I cn E) EXISTING HB I 070 � CI 10' 2' 11'-4' 12' 10' N — 8' HIGH OPENING_ _ _ - _ _ _ _ _ _ _ _ _ _ _ oo ca El HZZ o 0 m PRECAST CONC. LINTEL W/2--#5 FIRE EXT. LOAD BEARING CAPACITY TO BE EMER. LIGHTS 0 CI EMER. LIGHTS DETERMINED UPON RECEIPT OF WOOD 'gym TRUSS DESIGN LOADS. VR �a. I I ¢Wz �aw(,� I I 0 w �0z� rT_�) oza°a I I 00 HB HB ) I w 0.aw D o �❑ N Li J 10' 10' 10' UNCTION BOX 0 CLG. PIT, SEE DETAIL SHEET NO. 1 I DRAIN PIPE FLOOR DRAIN OVERH AD ` P �, SHUT OFF VALVE ELECTRIC PANEL SLOPE FLOOR DRAIN D FLOOR DRAIN EL. 13.00 m m `v IOVER AD WP i WP 16' I HS HB 7 � RELOCATE EXISTING DOOpOpR��SAND BLOCK IN OPENING. 1111111 x1.15 — HB EXISTING HB FOR1j OPNG & PROVIDE COVER FOR EXISTING SHUT--OFF VALVE ADDITION TO EXISTING BUILDING FOR 18'-8" _ ._ _ DAVIS GOLF BALL COMPANY 11'-4" 1'-4 11'-4" ' -4 12' '-4 10' '-4 YLOOR PLAN FLOOR PLAN 50' SCALE: 1 /4! = 1 9_0" NOTE: THIS DRAWING IS NOT AN ELECTRICAL BILLY M. ARZIE, ARCHITECT AR 0006448 —_ OR PLUMBING DESIGN. ITEMS SHOWN ARE FOR LOCATION ONLY. Atlantic Beach, FL 32233 (904) 249--4526 w PROPOSED ADDITION EXISTING CONSTRJCTTON � ACAD FILE NAME DAVIS\1 FLOOR 3w w ��. MAY 7, 1994 1 FILE N0. 9405 NOTE: DISTANCE FROM UNDERSIDE ROOF SHEATHING TO BOTTOM CORD OF EXISTING WOOD TRUSS IS 10'--9". FIBERGLASS ROOF SHINGLES TO MATCH EXISTING FIBERGLASS ROOF SHINGLES TO MATCH EXISTING METAL DRIP METAL DRIP ...... - ^ r - — - - - - �FlNISH CEILING _ - - FINISH CEILING R/S CEDAR 2X6 R/S CEDAR 2X6 STUCCO TO MATCH EXISTING STUCCO TO MATCH EXISTING REMOVE do RELOCATE IS DOOR AS SHO ON FLOOR PLAN. FINISH FLOOR (��FINISH FLOOR _. _-.......v.._. _._.tet. .. PROPOSED ADDITION-EXISTING CONSTRUCTION PROPOSED ADDITION----� --EXISTING CONSTRUCTION SOUTH ELEVATION NORTH ELEVATION SCALE: 1/8* -0)" SCALE: 1/8* 1 PROPOSED ADDITION EXISTING CONSTRUCTION 50' I I � I I I 1 I I EXISTING ROOF BEYOND I 1 REMOVE EXISTING SHINGLES & INStALL 26 GA. GALV. METAL VALLEY FLASHING. I I I I I I I FIBERGLASS ROOF SHINGLES TO MATCH EXISTING1 20.1 T do RT UN irk I METAL DRIP REMOVE EXISTING OVERHANG H AND X BRACING32'04 Sp G 0 I — R/S CEDAR 2X6 I { ROOF VENT ROOF VENT j f OOF VE T `s 0 0 1i STUCCO TO MATCH EXISTING _....___________ _—I -----r-�---__r_--------______..�--...._..,... .._ _ STUCCO TO MATCH EXISTING b ---------------- ---t_�------ 14 RI GE d 3070 HOLLOW METAL DOOR do FRAME FINISH FLOOR 1 CUT TWO HOLES IN EXISTING 1 20" 48" I EXISTING DOOR RELOCATED ASI SHOWNONFLQf7R �� ROOF FOR VENTILATION. ! III I I T M 0—T UN FA S 2X T E 5T1 G AN D 2X BR CIN 32 0. . I IXB S ® �F" O.C. 2X4 RAFTERS 0 24' Q.C. 1 -4 WEST ELEVATION ' SCALE 1/9" a 1'-0' A i 1 `e I I I I I 50' ADDITION TO EXISTING BUILDING FOR _ DAVIS GOLF BALL COMPANY PROPOSED ADDITION EXISTING CONSTRUCTION EXTERIOR ELEVATIONS BILLY M. ARZIE, ARCHITECT AR 0006448 Atlantic Beach, FL 32233 ROOF PLAN (904) 249--4526 SCALE: 1/8* - 1'-O" ►� ' ACAD FILE NAME DAVIS\ELEVAT w 4 S�2r MAY 7, 1994 FILE N0. 9405 ct Cjv-\, �s "