Loading...
Mayport Road 1495 . r . # PATE C1-5C?If fION 91/15192 09WNQ'i�nEX. A RENOVATION ❑ F FRED S SALOON FOR R B & K P PERTIE , S 1495 MAYP ❑ RT ROAD ATLANTIC BEACH , FLORIDA . SYMBOL LEGEND BUILDING DATA INDEX OF DRAWING OWNER - BEN ERHAYEL THIS DOCUMENT IS AN INSTRUMENT OF REVISION CLOUD PERMITTING AGENCY: CiTY OF ATLANTIC BEACH, FLORIDA . �'► ; AR__ C_H1T_ SERVICE, AND IS THE PROPERTY OF ' ` JAMES R. MCCUE & ASSOCIATES.ANY INDICATES REVISED AREA ZONING: CN �ili�•,• :� �; }�.,:..t ?�r+r�h►'��1�-�� il..:,,. r --.-.'�=::�.�s-* JAMES R. McCUE FL AR 1121.4 , L USE OR REPRODUCTIONS WITHOUT'I'HE 0 _ Vii"" ��, ser__ �-~~ j ' JAMES R. McCUE & ASSOCIATES INC, ARCHITECTS EXPRESS WRITTEN PERMISSION OF THE BUILDING TYIPE VI UNPROTECTED UNSPRINKLERED ;-. t �" .47 niona A I = � KEY NOTE TAG ... - ..__�. 4 ( ABOVE MENTIONED PARTIES IS OCCUPANCY CLASSIFICATION-- OFFICE SPACE & MERCANTILE ': I- _._a�:-- - -`If'. it STRICTLY PROHIBITED. INDICATES NOTE REFERENCED IN PLAN I r TITLE BUILDING DATA, SYMBOL LEGEND, INDEX OF DRAWINGS, THRESHOLD--- Y/N: N SITE LOCATION, SKETCH OF SURVEY, GENERAL NOTES & 4 Q COPYRIGHT 2002 1 REV I2ION REFERS C SPECIFICATIONS INDICATES REVISION NUMBER �.__:. � ,•.. -. ., ;' L '�k� A0. 1 DEMOLITION PLAN APPLICABLELIENT: APPLICABLE CODES �. ,� ` i - � �.-_�u:_~. �� ��; �;,y� .!, :. Al ,A11 FLOOR PLAN, TYPICAL UNIT PLANS teltd ,/'f 1 ; : , '� A1 .2 ROOF PLAN SECTION E ENC 1 . FLORIDA BUILDING CODE 2001 ... w.,.). If. i . B & K PROPERTIES REF_ R E r - )L :.., , 11 A2.0 ELEVATIONS N.F.P.A. 1101 LIFE SAFETY CODE 2000 �, '�••, ' t� �����'� 1 SECTION DESIGNATION 1 S� ;th t .� :, A3.0 BUILDING SECTIONS TYPICAL DEMISING WALL SECTION 35W UNIVERSITY BLVD . ..., tit r r si•1 SHEET ON WHICH IS DRAWN FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CHAPTER 11 FLORIDA � `"": � �'' ' `�� •- �- A3. 1 SECTIONS SUITE 236 # � ' � Iia I� � �,_ �1:�• -��� � d;. 4 C - _ •-� - Lr,� `�' A4,0 DOOR & WINDOW SCHEDULES, NOTES --�- DIRECTION OF SIGHT BUILDING CODE 2001 ) �' �" r► ,' - 11, :` . �� JACKSONVILLE, FLORID) NATIONAL FIRE ALARM CODE IN.E.P,A. 72-94DETAL MARK II'r, �I► . L+.it t`�'-.��,,}►,,- '� J .� :y( i#_l w� _. _ a�t r'• �I,�l I�►.rr� i LANDSCAPE 32277 CONS ULTANTS:ftdSECTIO2 N DESIGNATION INSTALLATION OF SPRINKLER SYSTEMS N.E.P,A. 13_94 1j; L1 .0 LANDSCAPE PLAN2PAGE DETAIL APPEARS BUILDING AREA'S r MERCANTILE SPACE -- 9 GROSS ' , { lt, • fu I t` Ile; iI,j 0 T G SCHEDULE) A 7,89 S.F. • ; ��r w w l n I-fv fi DOOR A (SEE - 1 INDICATES DOOR TYPE COVERED PORCH -- 1 ,581 S,F. i �„ , ;' ' �` r ' �('I �� " s'; �``� Y 4 y , STRUCTUR AL lti JAE Y. LE1E P.E. 31276 S1 .0 DESIGN CRITERIA BUILDING CERTIFICATION WINDOW TAG (SEE SCHEDULE) TOTAL - 9,480 S.F. M 2 YaMol bw CM2 2 OpT be �j. i,:, t{, 1 WINDOW TYPE CLADDING SCHEDULE & TIE DOWN SCHEDULE S1 .1 FOUNDATION PLAN & DETAILS 3 S1 .2 STRUCTURAL FLOOR PLAN & DETAILSINThRLOR ELEVATION MG SITE LOCATION PLAN f S1 .3 ROOF FRAMING PLANS DETAIL # S1 .4 ROOF FRAMING PLAN & DETAIL 2 A1.2 SHEET# ON WHICH IS DRAWN NTS �-DIRECTION OF SiGHT OCCUPANT LOAD- BUILDING RENTAL USE UNKNOW I 1 7,899 S.F. / 300 = 26.3 TOTAL -- 26 PERSONS 4A Cypsum Board•-- (r1/an alternate to item TY) If - 518 Fn thiel,br pwrn anels,imWllq.i as descritrtd in Item a with Type + The ' �-G slum Board p S 1.steel ftnttss. p )F sum panels with beveled.square w to net length and spa in of th4 xrewt As s�tlil)td t++t./vr Item 3: ; Myers,applied re tkally pr hihzanWFfy:trrtical join4 cenhrtd a er CA:VAl)fAV CYPSU\!CD\IpA�iV«•Ty FRX r����p McCue.'/� p studs and adjacent one stu 1 eavtty on Pptov, sldas.ol uuds V(rbtal• U(\(TED STATES GYPSUi11 CO -Typo RX James l V S R. 1V i�CU V Design No.U;19 1pp�Hees in ad;acrnt layen(multi►a}et systemsl staggered ems turW rarity- 45. Giypw"Board•A-�(yAs>n altenwte b hems t ate{\, S/8 in. . tionbearing li'aIl Ralin6s--1,Z ]or 4 Hr ISre Items 3&JI ,uinrtesadihurii_1 t1tp�'int xpry o Arte sY�es of a,�+ outr�K la(t lqid.1,reo list if,of g � ippF w!r`'M'Hy as the 100 ROOM OR SPACE DESIGNATION eta• rr�,.ii.,ri=�,�t►�d a n�anS � ' the a6semDh s'"'"'d a'd'�"`�""''"''em 3, & ASSOCIATES ARCHITECTS tFd b Iw ront+lbutl' tsFnadta.tnt jointtarering(lam7)ewt.rOpuio t•• ....ur.r .r t,..•r, i 4 lay<rrs(mut;tiaytr systems)sGy�ohd a min of 12 in thkkrw•sts and CANAD)AV GYPSUA COti1PAIr -T p�SFI.r. "El 'of la alibaard rrohettPat�nh6ach Side eltNalF�n Mk+x� SC 1LY1Cd 5 A!C Y�C4 y y} r 1 4�r tla rt+ ra, , f S tt.• . r ri r Architect AR 11214 / 1 �-�.. Ratin atm�•-J pe *r-� _ s •,,r t,.M Ar,•Tye S. F:sf�ners -(Yee sho+.n) Type's or S 12 ueel scnw+s used to,trach / s 5 -0 rr \ rT�� -� Y n•F"s tr Tl s,�. er fes.t,rw,n paturfs to sited lleren w foyers chaetnMN(Item el.51ng►•layer sys r cleans► emfi u, for 1/2 ani s/B thieli patab•nr 1.1/4 in k2n For 420 S. 3 RD. STREET, L, !n.•s» I T% ti E �c ' �J/; i la,tr.sr3 in ehkk Ctpti.mat 7/�in.lh;ck gpa r,,spaced It Fn.t0 sthen patte(s are applial tear nn __�,, 1 !/. 1 lac r41/2 in,thick 1.1/2 in. tally w 8 in i7C along eertie,l and hxtf n! and 12 in,a in the HANDICAPPED 5 TURN-- AROUND . 1.3:R Mier}/+inthirk ' rrewwhenpantisanaplledrerr(ta tiro 'ersitemaFletnthe c \` .,; - a5,s staggers il4 111k "�; )In reruza, /s� flerrkp.mr�or)i orSxtengrgrsl4Fn. JACKSONVILLE. BEACH, %/i J rtels s )bin,OC.Sound la tr l-5/B In:1W far 1!2 in (. Z 1.1 2 21a�}tr;518in ehkk > e .l q FLORIDA 32250 2 3112 14,er,3/4 w thhk j+ S/8 in thick putefs to 1.11 in. hoe 3!i In.this arnte�l's 1 `y/ 1. floor and CeblFn Ru nen - (Not shin n 3 I a!5 I layxra l l2irt thein OC with screws oie!B In from first tagqer.Thre•bp<r s ltm 16 { qq (• )-Chanrwl aha frFri- 3 1 5/S !Imus 3!4 in ehkkkb, wl Flnl la er 1 In fur 112 in from-I' da Ihicia e cared[rvm min a r I5G min'_0 AtSG++hen Item 4A is u+c.! 1tt� (cart ls,sp�ce3 2�in pC I�j,.��(��2 I-$gQQ ( )cocnaslon• 3 1.378 l layers 5!8 in.thin ,„•r( SKCndlsyer-1 S/Ben lun8(ur 1/.tn,S/B hl thick p mels,seated2; pnNected steel min+.idth W accgmmudate steed like,wleh min 1 in. i 1 5;9 4 Lt, in ()C.Thin!la a meCRICh@Ilellsoulh:net rnglegs attAcw to tkwr and c6lina with faisteners 24 in.CSC ma.. 4 I.-.8513 n tht�k ona! yrn 4•i/4 to ton f, 1/2 in.,S/ Frt thick panels w 2- Steel Suds Channel shaped,fabrkated From min 23 AISG(min 20 4 2-112 21ai Yee ►/4 sa hkk +') m n 6 inin_,,f r 5/B in•Ihkk panels,spaced l2 in.UC Sen wi offset INDICATES NOT FREQUENTLY USED ISCw4,enitem4Alsused,torrosiori. Ntectedsteetmin„idma / ,k .ur, rum )erlebsr.Fourla era st•m Fer : ). yy fi s�bayCt•l in.Iong indicted un.ter item 4 min 1.1/4 in. antes and 1/4 in.return spacrd far 1/2 itt,5/8 ur ehkk panels spaced 24 In.M Selnnd W er 1 S/B a mac of 24 Fn t]C.Sneds b he tut 3/8 to 3/4 in.lest than as embly CANADIAN C1'F'5US1 Co\IPA\Y"1/+in thick Ty pk C, in.k4)ng fot 1/2 my 515 In.thick pawls 1pa',d;4 Thirit er• height. If•\:or IM-AR.i\'RC,5/8 in•thick T, AR,C.lP•AR il'-\1 2"l/4 ter long lov 1/2 in thick panel;or x-5111 in.Nn for 5/B m�,ck 3. Batts and Blankets'- ktquirtd as indicated under Item 4 \lin- II•Y2 It C AR,sex,Sti C i�'kx«WN ;3;4 in•tlutk Ty�a F`a'+ R sP X41n-OC•Founh I,}•e�.2.51,i� , r l!2 th;,k HEST CONTENT: -• II'•>3,l tTKACC>nE,Ut7itAC(?OE 51fC ar ULTR.1CgL)E patrols or 3 in kn+g lex 5/8 in ehkk nets,s gg thickness a;urticated under Item 4-See Bites and Blankets IBh1Y or ii KC oflsrr min b in.from byte Pa4 IZ IM oc,Sc..,S tral ction t>eluw. BZ)ZI•Catratories f xatad�CLtsy l rd msmp nani N�ners Min nom U11TED STATES G1NSU vl CO-1l:,n hick Ta C,tl'•X� 6• Furring Channels-,(�7ptnura! n<K shown faiK stn er dare t 3A. Batts end lankets•-- (Optionrl) Ptac.d in stud ca,hies,an �Jass 1 '4k vt it'kC,5!K in,thick Tll `C1.5FI�11f><II'•)tl, systems)--,il[4ili@n1 furring channels FaMicated frwki+t min 25bA15G ac y Alk L t�'kC,FkX G 11'-AR IP•k IPC-Ai;3!4 in,d&L Ty pr corrosiun•prowcted it rl,spaaesf rrrtiip a mar of 24 in.QC.Fksn BUILD NG DATA, as to mineral wtx+l in;ulatwn l<anng she L L C4ssuicatinn Kfartinb II'•h3,L-LTk.►CC1l7E UtTRACCN)E SIFC ur l'tTEtACUpk d ge as ro Surface Burning�c Char. h•risti.s and/ar Fire Re.i.tmcr• purtiurr attached b ra.h Inttesetting t!u .rith 1/2 Fn.Ines Type S)Z and Blankets IBXNV or BZ)Z)Catctories for nama�s of CI•sspf d com- F�'KC, steel sctYsvA tVof fur use with Item 7A t 'Mies. USC SIEAICO S A bE C I-1 + Y. el /2 in thief Tr C,11'•1+ , nt Tape seed Compound . 1ur}'l or cWik dty or premixed faint . SYMBOL LEGEND, II C•AR or tie'kC;S/is in,thick A p<Ale C.1P \k,IP.\I, com uuna applied in t%%,o twh to p•:rNs and xn ur hMadz of puler lay. 111C•Ak,SCk Silk Wky,it kC-vr,3)l ia.thiai Tyy1`e 11'•7a3 er,.1 aF rr tape.nnm 2 in.wldr,eml�ddad in first Jaye►of a)mpuula tl71tACOP ULTk lCUpE SNC or WRACWE WK., tlrtr at)joints�r oa,4,layer pa,w,,.P,�,wee and�rrent cnmpuund INDEX OF DRAWINGS, mai be Sri, d rslkn gypsum pan.4s am su tisy4 with a square edge. C; B. Siding,Brick er Stuccoes (0013nal,nut shoarn) Aluminum,ttnyl �. w iteaq siding brick eswtevr or sti, msec the nt uiremvnts of _ SITE LOCATION PLAN. i;, local evat,r aMcncn.•s,instapad ricer 111t-pstnn p�� is Bnk vrrn+er attached to studs with torru b•at.•d rrittal iral)N's attxll<d to each seed with "I'rtmorethateachsix►hpale,)ofAtk SKETCH OF SURVEY & 9. Caulking,and Sealants'..- (O,+eiunal,nut shoarn)-A 1%-ad of xvus- i tical at'm a�N ted around the panitivn perimeter for rnmd control. GENERAL NOTES �`fl Ct7 STATES GYPSU C4-Tye,AS NOTES 'ikarinb Ow U4 C4ssificatkm!.lark (l. i... 1. General notes a to all drawings and specifications. 14. The Contractor shall be responsible for obtaining and paying for all permits, -l' PPIy g P P g P yi g P ;. 2. We certify to the beat of our knowledge and belief that the design of this inspection fees, Impact fees (down stream Pollution Fees), and testing project complies with the applicable provisions and requirements of rtequired for completion of the work. M�YPORT ROA© UL 4 19 ' the Florida Accessibility Code for Building Construction, Florida building 15. The Contractor warrants that all materials supplied/or ROAD t'°°"°"'-°'-"""' __ _ __._ - • PROJECT. code 2001 edition of the ADA Guidelines. e, �'a" AV W. -e�1�_� �>oa__.._ �_-_ -- quipment, supplied be ,new unless otherwise specified, and all work shall \ 3. The Contractor shall verily all dimensions and conditions in the field. bie standard " i-: quality, free from fault and defects, in keeping with manufacturers .d � 1f dimensional error, variances, and/or convicts exist, or conditions are specifications. .� � i. DRAWING SETREUISI0NSpro fr•, RENOVATION OF FRED'S �, encountered that are not covered in the drawings, the Contractor shall 16. The Contractor and subcontractors shall be responsible to keep the job site I Q SALOON FOR notify the Architect in writing before commencing that portion of the work. free of accumulated waste by using the Contractor supplied dumpster on a daily basis, 4. The Contractor shall supervise and direct the work using his best skill and 17. Tie. Contractor agrees that all work, materials and/or equipment shall be I attention. The Contractor shall be solely responsible for all construction clonstructed or installed in conformity with all manulac res 1) l o B & K PROPERTIES - f �.°� 1495.1VIA YPORT ROAD and/or installation means, methods, techniques, sequences and specifications and recommendations complying with all federal, state, city and county t�K�r=�I I REV#/ DATE SHEETS EFFECTED DESCRIPTION c' procedures. He or she shall also be responsible for coordinating all building codes and ordinances., a ATLANTIC BEACH, 7 portions of the work under the contract. 18. The Contractor or supplier of materials of building components shall be 4• I 5• All work shall be executed in a neat workmanlike manner, which is rlesponsible to field verify all measurements prior to starting any work or , 1 p FLORIDA acceptable to the Owner. C SAcN �_. P �' olydering any materials even. if the Architect or Owner has approved shop drawings. PARCEL "a" � � R E �•�ic� 8. When work that is not specifically indicated is required to complete the Iif there is any discrepancy in the measurements, it shall be the responsibility �^► "' Ito CITY OF A�G & � +NG FINAL REVISION ►ry 501LD►NG F_ project, a description shall be submitted to the Architect in writing oif the Contractor to notify the Architect. f'a► 03 during the bid phase. All such required work whether described or not 19. T'he Contractor agrees that all time limits in this Contract are of the • fov'' n I d AN 6 �d RELEASE DATE j c shall than be provided using the best materials and workmanship at no essence. m additional cost to the Owner. 20. The Contractor agrees to promptly make good, without cost to the Owner I � 7. The warranties and guarantees provided in the construction documents ainy and all defects due to workmanship and/or materials which I t ,r t I q tt shall be in addition to any warranty, shall guaranty or remedy required by may appear within a period of one (1) year form the date of AS NOTED law or by the construction documents. substantial completion and acceptance of the project by the Owner, or I It PARCEL, "A" 8, Unless specifically noted, the Contractor shall provide and pay for all floe such period of time as the Contract documents may establish a a labor, materials, equipment, construction machinery, transportation, and plrovided that it is not less than one (1) year. ,to i C%I'A'/M: BBG s j other facilities or services necessary for execution and completion of 21• The Contractor agrees that as an additional condition precedent to his I the work. receipt of finalFill C7E51GN: JRMc p payment, he shall deliver to the Owner any and all written ('' �, I+�i .ry o 1,ANTIC 9. Accessibility shall be provided in accordance with Chapter 11 of the 1„ C►IY n�►t�tca Q guarantees as required by the contract documents. y F 1 1�25�02 2001 Florida building code. 22. The Contractor agrees to comply with all OSHA regulation that apply to rm � f 10. An accessible route of travel shall be provided to all portions of the tlhe safety of their men and the operation of their equipment and tools. 0UWSTEA a � ' ��� 2 L� j f+G r •F •, �% building and between the building and the public. (see chapter It FL. B.C. 2,:: j The Contractor agrees all employees shall be required to dress properly ■rte `' <- ,XA3 NCI: 029-02 11. The Contractor and his subcontractors acknowledge they have reviewed the atlon with wearing proper er work boots, hard hats and all crier �tr,M^ � "- ---� t lana, specifications and -visited the site prior to bidding and starting an work. g g P P sr „-case o N x r ,, ,y,. P P P g g y safety equipment required by OSHA. :' t� F�f/U i 1L�; 029-02-AO. 1 12. The Contractor agrees to supervise and perform the work in accordance 23• The Contractor shall not violate with good construction practices and standards and shall not proceed or any prevision of the Occupational Safety g P P and Health Act of 1970 (OSHA) including all regulations adopted by its ` "� ,�: i` i r, ;' , • ,H �r; perform work in a manner contrary to the contract documental or the enforcement by the United States Department of Labor pertaining to the - i Owner's directives. construction industry. 7 T C F S EY c .� �- 13. The Contractor shall at all times adequately staff the job with skilled 24. The contractor shall carefully read all U.L. details and use materials whichTITL workmen, laborers and the proper equipment to complete their work, meet stated U.L. requirements SCALE: 61- 0CI , # DATA 17E5C�IFJ e d REMOVE & REPLACE i EXISTING DOORS THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF JAMES R.MCCUE& ASSOCIATES.ANY USE.OR REPRODUCTIONS WITHOUT THE / EXPRESS WRITTEN PERMISSION OF THE } ABOVE MENTIONED PARTIES IS O O O O O O O O O O O O STRICTLY PROHIBITED . COPYRIGHT 2002 CLIENT: a B & K PROPERTIES FR I & REPLACE 3563 UNIVERSITY.BLVD EEXISTINSTING WINDOW SUITE 236 JACKSONVILLE, FLORID 32277 CONSULTANTS: { co Q � x . SHORE & BRAE REMOVE' 8" C.M.U. WALL & PILASTERS :-: MAKE OPENING FOR NEW STOREFRONT ' WINDOWS / / Jaynes R. McCue & ASSOCIATES ARCHITECTS / Architect ARI 420 S. 3 RD. STREET ( JACKSONVILLE.BEACH, =L= FLORIDA 32250 .} TEL.(904)241-8800 mccarch@bellsouth.net A B C D E F G H K SHEET CONTENT: f DEMOLITION PLAN DEMOLITION PLAN <� 1/8" 1'-0" REPRESENTS AREA FOR DEMCDLITION OF ALL WALLS & COLUMNS f1� i :z i PROJECT: 0 RENOVATION OF FRED'S SALOON FOR i B & K PROPERTIES ( , 3 1495 MAYPORT ROAD i ATLANTIC BEACH, = FLORIDA FINAL REVISION r RELEASE DATE — AS NOTED , -L I r��AwN: B BG , PC51GN: JR.Mc r3) C F :` •F N•F, pAff: 11/25/02 �o: . 029-02 r�Fwa ru: 029-02—A0.I 4.4t ,,/.(. t I.. ,I'IV 0 �• .. (I) Ir 9ffr 2 0r 14 �rs pAil: q�SC�lf TlfiPl 'i USED PREVIOUSLY AS ' USED PREVIOUSLY AS TOILET ROOM (TYP) STORAGE ROOM W/ LAV (TYP) I • I r 4j - - - - - _._ _... _ __- _... _.._... — - - - f . -� --- - - _ -- - - - - - --- - - . _ 11X% tj i o o o , 00 0 0 o 0 0 0 ° pop 1 pit n 19' 7" 12' 7" 19' 74" 12' 9'-l t/ , v g 3'-11" 3'--11" 3'-11" 3'-11" 3t-11" t 1N ,� , ►� 3 -10 3 --1 THIS DOCUMENT IS AN INSTRUMENT OF M SERVICE,AND IS THE PROPERTY OF"', JAMES R. MCCUE& ASSOCIATES.ANY ►� iUSE OR REPRODUCTIONS WITHOUT THE. fi I . EXPRESS WRITTEN PERMISSION OF THE `n LO ABOVE MENTIONED PARTIES IS EXISTING WALLS AND TOILET STRICTLY PROHIBITED. ^, f r� TO BE MODIFIED FOR INDNI UAL I TENANTS � Q COPYRIGHT 2002 r CLIENT B & K PROPERTIES 3563.UNIVERSITY BLVD I o , SUITE 236 R JACKSONVILLE, FLORII)i n=L - _ __ n 32277 ' ,O " �� 6>� » /O N TV"-O'_� N fit n �� filo tl 6tO» 00� �/O» filo p 001 filo tlfi, N ooi �1�N fi, p ooi fit6/1 _...fi' " .._.,- � .., fi;O "_...... ^ - �, " 'Q�� 6'�" .Lf TS•CONSULTAN6 -6 fi fi" 1 1/ / ». D 1 » / » t n t M / » / » / n / N 1 » 1 ttA- /1 L3 - » 1 n / » /-3 3 --0 3 -B 4 -O 3 -0 4 -0 3 --0 4 -0 3 --O 4 --0 3 -0 4 -Q 3 --0 4 0 0 3 -8 3 --0 12 3 I LIn O O CV ^ 19'--6 201-0" 201,01, 201_01, .20'-0" 20'_0" 20'-0" 20'--0" 19'-6 3" 179'-10" 3" 2" 2" A B C D E F G H J K FLOOR PLAN -0. James R. McCue & ASSOCIATES ARCHITECTS Architect AR 11214 420 S. 3 RD. STREET JACKSONVILLE BEACH, EXISTING FLORIDA 32250 CPU EA. UNIT W/QUICK A%C TUNfC SWITCH IBL.(904)241.8$00 DISCONNECT mccarchfa ellsouth.net SHEET CONTENT: C) o o 0 o 0 o FLOOR PLAN, rfi) � I i ® m ./ TYPICAL UNIT PLANS rll FLUORESCENT FIXTURE •U) i TWO (2) E4 UNIT t=, FLUORESCENT FIXTURE ONE (1) EA. JANITORS �1- CLOSET EMERGENCY FIXTURE I TWO (2) EA UNIT CC) 110V DUPLEX OUTLET SIX (6) EA UNIT PROJECT: i RENOVATION OF FRED'S .r r SALOON FOR y B & K PROPERTIES 1495 MAYPORT ROAD ATLANTIC BEACH, f FLUORESCENT FIXTURE FLORIDA T: ELECTRICAL MECHANICAL LEGEND EIGHT ($> EA UNIT E L FINAL REVISION r RELEASE DATE car i � IU WALL MOUNT INCANDESCENT ELECTRICAL PANEL j SINGLE POLE SWITCH - -- .-- _Q - __ __ : ._ �r TO HOUSE PANEL DUSK 1•.. _ 0 FLUORESCENT TUBE I °01 ' INCANDECANT FIXTURE TO DAWN TIMER � 110 V DUPLEX OUTLET yy--•�� CENTERED ON EA UNIT �� AS NOTED `c 1 2x2 FLUORESCENT TUBE INCANDESCENT LIGHT ( nhAWN: BBG EMERGENCY LIGHT CPU jl CIf`IGN: C Cl) JRM Ff SUPPLY DIFFUSER ! i T i INCANDECANT FIXTURE QUICK DISCONNECT r + x PME: .11/25/02 EIGHT (1O) EA COLUMN . , ��,`� ,_� oar Ext N E. F F G G H �� 11 JC)C3 N0: 029-02 I RETURN DIFFUSER I.F ` S SIG 16, FILE: 029-02-A TYP UNIT ELECTRICAL PLAN TYP UNIT REFLECTED CEILING PLAN TYP UNIT MECHANICAL PLAN -Q � _p'= 1 (A A 1 4, , l 14 �� �� .far , pA1E: t7E5CF?If'T10N THIS DOCUMENT IS AN INSTRUMENT OF SERVICE, AND IS THE PROPERTY OF JAMES R.MCCUE&ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. cQ COPYRIGHT 2002 { CLIENT: B & K PROPERTIES 0 3563 `UNIVERSITY BLVD SUITE 236 Ita �� JACKSONVILLE, FLORIDY 32277 --- - ---- ._._ CONSULTANTS. - T�wc�l D W ao N � r;-) ATTIC DRAFT STOPS 1/2" V) po G.W.BD. ONE SIDE OF TRUSS EXTENDING TO THE ROOF DECK FIRE TAPED AND CAULKED (UL 419) EXISTING RIDGE `> g James R. McCue NEW P TCH BREAK , ':i & ASSOCIATESARCHITECTS a � w Architect AR 11214 V '`� R V NEW GABLE o "i 420 S. 3 RD. STREET RIDGE (TIP)�, { JACKSONVILLE BEACH, ci. R — ± R FLORIDA 32250 -L `p >, TET. (goa)241-8806 mccarch@bellsouth.net TYP CUPOLA 0` ! i ° SHEET CONTENT: ROOF PLAN rll •n� OI O , ` A D C D E f G H J K PROJECT: RENOVATION OF FRED ROOF PLAN .S , SALOON FOR B & K PROPERTIES 1495 MAYPORT ROAD ATLANTIC BEACH, i s FLORIDA tT FINAL REVISION RELEASE DATE _,, AS NOTED rI c��v B BG l71 JRMc CF 11/25/02 i Lf ., , NAuo No: 029-02 fr ,.vc�, l�e: 029-02-Al-I Ci � ! ,,•' "''� ,:;�;�,:�"," `;, ,f � Mf=r, . rJ7 '1� ,,, •.b 1' ,9:2 -f 4 Or 14 9fE6f , 1 A, # VAT m5Gt?It cm 1 A B C D E F G H K 12 S.S. MTL ROOF CONTROL JOINTS C.T. FLASHING TYP PITCH BREAK — T.O. OF ROOF 20'-5 1/2" A.F.F. MID) 6" STYROFOAM BANDING 1 T.O. ROOF -� " ~` � ! � 16'-6 1/2" A.F.F. THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF ... .. _ .i... _ -- _ JAMES R. MCCUE & ASSOCIATES.ANY. i -LE I -+- 3'-8"'0 T.O. FACIA USE OR REPRODUCTIONS WITHOUT THE 0 OI O 21 l i.. i 11'-10" A.F.F. EXPRESS WRITTEN � ! � ; QQ ; QQ �! ABOVE'MENTIONED ONED PARTIESOIS OF THE EA NG Ilk B RI , . 8'-10" A.F.F, STRICTLY PROHIBITED. - �c COPYRIGHT 2002 0 0 0 0 0 0 0 0 0 o a o jg70 0 0 0 o H T.O. MULL Q �. C y �. r-2" A.F.F. LIENT. —011 F.F. B & K PROPERTIES STucco srucco KAWNEER 1 Soo 6~ SPLIT 3563 UNIVERSITY BLVD (TYP) STOREFRONT (TYP) FACE CMU 1x2 STYROFOAMBANDING (TOP OF FACIA) (TMP) SUITE 236 ? W/1/32" STUCCO COATING, 1x6 SOUTH ELEVATION JACKSONVILLE, FLORIDi STYROFOAM BANDING (BOTTOM OF 32277 ' . FACIA) w/1/32~ s-rucco COATING CONSULTANTS: Q3 2 NEW METAL TRUSSES 1 1 2 3 I FRAMED OVER & TIED TO Q EXISTING ROOF T.O. OF ROOF S.S.SSMTL ROOF S.S. MTL ROOF T.O. OF ROOF 20'-5 1/2" A.F.F. 20'-5 1/2" A.F.F. T.O. ROOF dh T.O. ROOF ; 16 --6 1/2 A.F.F. 1 12 12 -- , -- - 1 1/ —•-1 3 3 r---- I 1 /2 - -- i 16'-6. 1/2 A,F.F. T.O. FACIA i I T.O. FACIA 11'-10" A.F.F. -- I i I I . ~ 11 -10 A.F.F. BEARING i , , ; I BEARING I 8'-10" A.F.F. MV I T S'-10" A.F.F. i FLASHING 1 t-0~ I r s � T.O. MULL ` i t ® FLASHING 7'-2" A.F.F. I 01_01, ! dhoAntt '! F.F. + James R. McCue F.F. STUCCO STUCCO STUCCO KAWNEER 1600 STUCCO fi" S IT T.O. EXISTING BANDING BANDING STOREFRONT (TYP) FACE CMU & ASSOCIATES ARCHITECTS ROOF " CONTROL JOINTS (C.T.) Architect AR 11214 EAST ELEVATION WEST ELEVATION 420 S. 3 RD, STREET JACKSONVILLE BEACH, 4 FLORIDA': 32250 =l, TEL.(904)241-8800 mccarch@bellsouth.net 41 SHEET CONTENT: �_�� ELEVATIONS f r' K J H G F E D C B A rr 12 T.O. OF ROOF 5 S.S. MTL ROOF 20'-5 1/2"'.A.F.F. �f a -`- FT.O. ROOF 16'-6 1/2" A.F.F. T.O. FACIA 14.•_c_ 9'-2" A.F.F. �- - PROJECT: r,6 - RENOVATION OF FRED'S r ) oo 00 00 00 00 0o 01-011 SALOON FOR F.F. C\, PAINT EXISTING B & K PROPERTIES CMU TO MATCH C) NEW STUCCO 1495 MAYPORT ROAD ATLANTIC BEACH, FLORIDA, NORTH ELEVATION 1 �/8» p 1p..Fo» FINAL REVISION RELEASE DATE ) I AS NOTED -) r�hw�n�: B BG Gslc►�, JRMc 11/25/02. C-) il r xx�tvo: 029-02 0 ' [��"' ,Q� �,1Nra, �I��: 029-02-A2.0 (- l Wil' ," Sli�frr: r. \ •14..1\ '` It I U� A2.00 .: U) f.; • pA1E t7E5&f'TiON ROOF .024 GA PRE PAINTED SSR. ON, ICE & WATER SHIELD TIN--TAGGED - @12" O.C. HORIZ. & VERT. ON 5/8" CDX PRE--ENGINEERED PLYWOOD. INSTALL ACCORDING WOOD TRUSSES TO MFGR'S SPECIFICATIONS FOR COASTAL CONSTRUCTION --- ( 120 - M.P.H.), (SEE STRUCTURAL T.O. OF ROOF 12 DWG FOR TIE DOWN SCHEDULE 20'-5 1 /2" A.F.F. V AND NAILING PATTERN). I - l THIS DOCUMENT IS AN.INSTRUMENT OF T.O. ROOF { SERVICE,AND IS THE PROPERTY OF >► JAMES R. MCCUE& ASSOCIATES.ANY 16'—6 1 /2 A.F.F. ____ { USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE 3 1 112 12 ABOVE MENTIONED PARTIES IS 2, —of) I _ STRICTLY PROHIBITED. T.O. FASCIA _ -�- a COPYRIGHT 2002 ll '- 10 A.F. F. - CLIENT: BEARING I B & K PROPERTIES. ., 8 — 10" A.F.F. v3563 UNIVERSITY BLVD is—o9) 1 SUITE 236 JACKSONVILLE, FLORIDA { { 32277 { { CONSULTANTS: { LATERIAL SECTION A3.1 i ROOF .024 GA PRE PAINTED SSR. ON ICE & WATER SHIELD PRE—ENGINEERED TIN—TAGGED © 12" O.C. HORIZ. f ` James R. McCue WOOD TRUSSES & VERT. ON 5/8" CDX BUTT TO DECK, & ASSOCIATES ARcxrrEcrs PLYWOOD, INSTALL ACCORDING FIRE CAULK & TAPE TO MFGR'S SPECIFICATIONS Architect Alzlizra" ..� ...�. FOR COASTAL CONSTRUCTION 420 S. 3 RD, STREET _ — ( 120 M.P.H.). (SEE STRUCTURAL 3_5/8" CHANNEL JACKSONVILLEBEAcx; FLORIDA. 32250. { DWG FOR TIE DOWN SCHEDULE BLOCKING 4 --0 TEL. 904 )zal-ssoo AND NAILING PATTERN). O.C. VERT. mccarch�bellsouch.nec 37-5/8 22 GA STUDS { 2a -�' L. .r-LG 3 TYp 12 EXISTING --._ _.- ---- © 2 -0 O.C,. W . C-A . SHEET CONTENT: 12 � 3 WOOD TRUSSES ONE '( 1 ) LAYER OF 5/8 1 1/21 Np ----- .; ---:---_._ BUILDING SECTIONS, TYPE "X" G.W.BD. T.O. FASCIA { WALL SECTION EA. SIDE TO DECK W/ cl, 1 1 '--- 10" A.F.F. 1 1/2 3" BATT INSULATION ) BEARING :� 1 1 /2 RAMSET PINS 2 8' . 10" A.F.F. I �- B.O. BEAM — - z @ 2'-0" O.C. 7 2 1 /2" 1._an Ix EXISTING SLAB } PROJECT: RENOVATION OF FRED'S vI n I a 0 -0 SALOON FOR F.F. — — - ` B & K PROPERTIES 3-5/8 . - CHANNEL 1495 MAYPORT ROAD = 2 LATERIAL SECTION s TYP DEMISING 'FALL SECTION UL 4119 ATLANTIC BEACH, FLORIDA AS.0 M/4" � V-0" A8.0 9/4" = v8-0" BASE t W/ LEVELING i FINAL REVISION NUTS (SEE A1 .0) A0.1 RELEASE DATE AS NOTED [.r, WAV,& BBG Pr5104: JRMc 4N le 11/25/02 ' 3 7 No; 029-02 �� r :wU.M�: 029-02-A3.0 IN ; 1Ikk, A3 0 (0 iL 5fFT 6 0 14 sM • �� # PAT t7E5Ct?IpiI0N .024 GAk PRE PAINTED SSR. ON ICE ROOF WATER SSWIELD TIN—TAGGED 012" Q.C. EXISTING PRE—ENGINEERED HORIZ, I& VERT. .ON 5/8' ' CDX PLYWOOD. TRUSSES INSTALL ACCORDING TO MFGR'S SPECIFICATIONS FOR MASTAL CONSTRUCTION (120 M.P.H.). (SEE TRUCTUMAL DWG FOR TIE DOWN SCHEDULE AND ROOF _....._.- _.�... NAILING PATTERN). .024 GA PRE PAINTED SSR. T.O. OF ROOF ON ICE & WATER SHIELD _ _. 20'-51 1/2" A.F.F, _ _. ' TIN--TAGGED 012" O.C. -- 12rUSSES HORIZ, & VERT. ON 5/8" f'_'J PRE--ENGINEERED O C' CDX PLYWOOD. INSTALL WOOD TRUSSES ti ACCORDING TO MFGR S SPECIFICATIONS FOR COASTAL CONSTRUCTION (120 M.P.H.). (SEE TRUCTURAL DWG FOR TIE FASQ1-x8 1x2 P.T.DRIP DOWN SCHEDULE AND / NAILING PATTERN). W GALV STEEL DRIP STRIP SQFF - - - THIS DOCUMENT IS AN INSTRUMENT OF _.. . ---- —._-- . __...._ _-- _I PERFORATED VINYL SOFFIT ON 2x4 1 4" SERVICE,AND IS THE PROPERTY OF - ' ! JAMES R, MCCUE&.ASSOCIATE'S.ANY,,, OUTLOOKERS ® 2 —0 O.C. W/1 x2 USE OR REPRODUCTIONS WITHOUT THE STRIPPING i EXPRESS WRITTEN PERMISSION OF THE. ! ! ABOVE MENTIONED PARTIES IS T.O. ROOF j STRICTLY PROHIBITED,16'--3 1/2" A.F.F. L , i ; j cO COPYRIGHT 2002 CLIENT: ® coRNE C B & K PROPERTIES 3563 UNIVERSITY BLVD 12 1 1/21 MEDALLION -- 1/32" SYTHENETIC SUITE 236 STUCCO ON 1"x6" BAND 2�—o" ! 1 ; JACKSONVILLE, FLORID/ • 1 1/21 ! 32277 T.O. FASCIA f: _ _ r- _ - CONSULTANTS: 11'-10" A.F.F. --- = I ^- �• - I SIDEVAI,J. -- 1/32" SYTHNETIC T.O. FASCIA STUCCO ON 1/2" SCRATCH y �. n f COAT ON PAPER BACKED -- -- - = METAL LATHE ON 7/16" O.S.B. 51QEWALL — 1/32" SYTHNETIC - - BANDING �- 1/32" SYTHENETIC STUCCO ON 1/2" SCRATCH COAT ON PAPER BACKED ! ! , STUCCO ON 1x6" STYROFOAM METAL LATHE ON 7/16" O.S.B. ! i BAND - ' BEARINGT n ° ° BANDING-- 1/32" SYTHENETIC 8 STUCCO ON 1x6 STYROFOAM —1 q A.F.F. BAND - 00 j o o OFFISUPPO. RTS _ 10 BEARING PERFORATED VINYL SOFFIT ' r• SOFFIT SUPPORT 8'-10" A.F.F. � 1'-4" O,C. j 86NDING — 1/32" SYTHENETIC SIT - PERFORATED I I STUCCO ON 1"x6" STYROFOAM 1 -0., �{;) VINYL SOFFIT ,i) i ! SOFF - PERFORATED I ' James R. McCue BAND 2 '' VINYL SOFFIT INSTALLED ON 1x2 STRIPPING SIDEWALL — 1/32" SYTHNETIC 'I i 1 —q 1'--4" O.C. ' I I & ASSOCIATES ARCHITECTS STUCCO ON 1/2" SCRATCH Architect AR11214 ! COAT ON PAPER BACKED 2 S_TOREF8QNT METAL LATHE ON 7/16" O.S.B. KAWNEER 1600 420S, 3 RD. STREET / >l�i.i i STOREFRONT (TYP) i� EENNDSS OCCUR PROVIDEADDITIONAL JACKSONVILLE BEACH u- COLUMN ; , i ; i a .,! COLUMN BEYOND 3 FLORIDA 32250 � MONO .TRUSS' ® 4'-O" O.C. 01.1 COLUMN f�^ COLUMN — 4"x4"x l/4" 4"x 4"x 1/4" ��' TEL.(904)241-8800 T.S. COLUMN BEYOND (SEE PARTIAL ROOF FRAMING rA '� j PLAN SHT. A1.1) mccarch@bellsouth.net - SIDEWALL BEYOND.. --� 1/32" � '' • • i BANDING — 1/32" $YTHENETIC �.1 i �j. SYTHNETIC STUCCO ON 1/2" �; I STUCCO ON 1"x6" STYROFOAM SCRATCH COAT ON PAPER ClHEET CONTENT. �, BAND BACKED METAL LATHE ON �i i T.S. 4"x4"x1/4" BEYOND 0 20-6„ SECTI4N5 7/1.6" O.S.B. j SEE STRUCTURAL. DWG'S A.F.F. fSi rB •�f f,� ' � .,,�•?- + �� X8.1 a I �� • • COLUMN BASE -- 6" SPLIT 04 FACE CMU SHORE, BRACE I_ & CAST FULL W/ GROUT NAj 09-011 - F.F. ` I -- - ---- 4 I PROJECT: r._' (BSEP STRUCTURAL) 1 COLONNADE EC S E OF OFF _L.-. . :_ RENOVATION OF FRED'S P.T. 2x4 C L ADE S TION SALOON FOR �., � F.F. I � --1 T.S. 4x4x3/16 19.00 +I B & K PROPERTIES 1495 MAYPORT ROAD -- ATLANTIC BEACH, _ i FLORIDA 6" LIT ACE 2 " COLONNADE SECTION FINAL REVISION . .•r 7/16" O.S.B. SECTION COL. BASE x" BRACING 18.1 .3/4" � i'—oma RELEASE DATE 5/8" STUCCO ON 3 _77- A ALL OTHER COLUMNS , PAPERBACKED 18.1 8" 1'--0' 7/16" 0.S.B, i MTL LATHE 8„ AS NOTED I 5/8„ STUCCO ON 4` I 17�AWN: BB PAP `7 C-) 00 MTLLATHE ED 2 _.6 e JRMC �0 T.S. 4x4x3 16 CORNER BEAD 2 I � raAT / 4 : 11/25/02 ' x a �> 6" SPLIT ,.� FACE CMU _ 029w02 : � l c , BASE ` C:) A 029-02-A3,0 c 1 7/16" O.S,B. �r c ) 5/8 STUCCO ON ,A c " C DETAIL , , ,f .�� �1 �r: e SECTION COL. BASE 0 _A & K PAPERBACKEDi'—O" MTL LATHE ` V) U) 14 s�f-�r 7 0l src rs • HARDWARE GROUPS GROUP 1 DOOR THRESHOLD TYPES WEATHER STRIPPING DEAD BOLT- ADAMS RITE MS-1850A--505, SCHLAGE CYLINDER -GROUP-2 1 1/2 PAIR HINGES, TAMPER RESISTANT, STANLEY "LIFESPAN", PAINTED CLASSROOM SET, SCHALGE, S70PD, SATIN, S.S. THRESHOLD PROTECTION PLATE- SEE DOOR SPECIFICATION 5 I - ADAMS RITE MS-1850A-505, SCHLAGE CYLINDER DEAD BOLT I GROUP -3 1 1/2—PAIR HINGES PRIVACY SET, SCHALAGE, S40D, SATIN S.S. SILENCERS I �j THRESHOLD NOTES: THIS DOCUMENT IS AN INSTRUMENT OF 1. ALL LOCKS TO BE MASTER KEYED SERVICE,AND IS THE PROPERTY OF ALL LOCKS TO 'HAVE INTERCHANGEABLE CORE TYPE 1 TYPE 2 JAMES R. MCCUE& ASSOCIATES.ANY. DOOR HARDWARE INCLUDING EMERGENCY USE OR REPRODUCTIONS WITHOUT THE EXIT ALARM UNDER DOOR HARDWARE ALLOWANCE. EXPRESS WRITTEN PERMISSION OF THE 2. ALL DOOR HARDWARE MEETS ADA REQUIREMENTS ABOVE MENTIONED PARTIES I5 W/ LEVER TYPE HANDLES . STRICTLY PROHIBITED. COPYRIGHT 2002 SCHEDULE OF DOORS & ' FRAMES CLIENT: B & K PROPERTIES DOOR FRAME t 3563 UNIVERSITY BLVD STOREFRONT DOOR SPECIFICATIONS , DooR '. ._.-. _ __.------__—__� L-------__ .-- -----�-- - ._ - - -I , � SUITE 236 SIZE 0 ____. _. __ -_ ...• . . .._ .., , ' DETAILS .._- _ - LS___.. .._.-.- - ------ w�AxE t JACKSONVILLE FLORID N0. � DETAI 1 . EXIT DOORS: i , KAWNEER TO BE IN BASE BID, ACCEPTABLE ALTERNATE MANUFACTURERS ARE L WIDTH I HEIGHT THK. MAT. FINISH TYPE HEAD, JAMB ' SILL ; _MAT; _ FIN. SET NO. ' NOTE' REMARKS DURING BUSINESS OURS EXIT DOORS SHALL U.S. ALUMINUM & AMERITE. USE EXTERIOR GLAZING SYSTEM. PROVIDE R H - _----- --------_- _r . ._._ . _- ___t_-__ __- .----..-- --a___._. ._..___ . -___- --. -------___-, ._ --•-----__.., 32277 BE OPERABLE FROM INSIDE WITHOUT USE SHEAR BLOCK SYSTEM AT EXTERIOR AND INTERIOR TO WITHSTAND 30 PSF OF A KEY. HARDWARE FOR HANDICAPPED 001 3'-0" 7�-0" 1 3/4 " j ALUM FACTORY 2 J J ALUM FACTORY 1 i - ! ENTRY KAWNEER 1600 STOREFRONT CONSULTANTS: AT EXTERIOR & 10 PSF AT INTERIOR. REFER TO KEYNOTES 7 & 8 BELOW. -------.____ "____.__. ._...------;--_-----•-.-- - .-..-r _._.____ __._.._r._._._ -. -------._..__. '_.._ - __._; ._...-- -•<___.-.____ ._._....._.__._T._ _..."___. -------r_ _.___.----_._ SHALL CONFORM TO LOCAL BUILDING CODES OR ANSI 4.13..10 AS RULES APPLY. FIRE - EXIT DOORS ASND FRAMES SHALL BE U.L• STOREFRONT KEYED NOTES "B" LABEL RATED 1-1/2 HOURS. 2. STEEL FRAMES (WELDED) BASE SET IN SEALANT TAPCON O CONT. 062 OR EXTRUDED ALUM. SHALL CONFORM TO SDI SPECIFICATIONS.1/4"X 1-3/4 ® 12 O.C. SILL FLASH. MATCH COLOR INTERIOR FRAMIES SHALL BE 18 GAUGE O ANCHORS 18" O.C. 6" FROM Q PROVIDE �69-121 STL. REINF. AND EXTERIOR FRAMES SHALL BE 16 GA. ENDS-TYP,(USE#4 POWDER ® ALL 1 -0" H DR MULLIONS. ASTM-1569 STEEL. SEE DETAIL 8A-3/A4.3. DRIVEN ® STEEL, 1/4" WS 0 PROVIDE #69-121 STEEL REINF, WHEN - ® WOOD,1/4 TAPCON OCONC) HORIZONTAL MULLION IS BETWEEN 3. STEEL DOORS 1 --3/4" DOOR): O 2X TREATED WOOD BLKG., 8'-l" AND 12'--0" MAXIMUM. SHALL CONFORM TO SDI SPECIFICATIONS. FRICTION FIT INSULATION a TYPICAL 1/4" BLOCKING INTERIOR DOORS SHALL BE 18 GA, AND 5/8 FIRE RATED GYP, O BACKER ROD AND MATCHING EXTERIOR DOORS SHALL BE 16 GA. ASTM- O .050 ALUM. BRAKE METAL SEALANT COLOR 366 STEEL. PROVIDE CONCEALED 12 GAUGE W/ MATCH COLOR & FINISH. . REINFORCEMENT FOR HARDWARE, 4. NAME PLATES (TOILET ROOMS): A.D.A. TACTILE: SIGN (MEN; WOMEN; AND HANDICAPPED 18 X 8". WITH CENTERLINE 64" ABOVE FLOOR. GS-42—C FOR MEN AND GS-43—C FOR WOMEN. ANODIZED MEDIUM BRONZE ALUM. FRAMES & IVORY BKGD. WITH BROWN COPY & PICTOGRAPH OF WHEELCHAIR AND FIGURE SYMBOL SIGNS TO HAVE BRAILLE James R. McCue AND REGULAR COPY, SIGNS BY MEDAUA SPECIALTIES, ZINC., ARLINGTON HTS, & ASSOCIATES ARCHITECTS IL. (847)718--1936. Architect AR 11214 420 S. 3 RD. STREET JACKSONVILLE BEACH; T WINDOW ASSEMBLIES FLORIDA 32250 3 TEL.(904)241-8800 mccarch@bellsouth.net T.O. MULL 7'-2" A.F.F. SHEET CONTENT: 1 OPEN SCHEDULES, HARDWARE GROUPS, `) ' SPECIFICATIONS rn 0--0" F.F. �n TYPE 1 TYPE 2 TYPE 3 v C_] • Cl._ Z = SCHEDULE OF WINDOWS & FRAMES �r} PROJECT: WINDOWS FRAME RENOVATION OF FRED'S0 WNNODOW WINDOW SIZE DETAILS SALOON FOR WIDTH HEIGHT THK. MAT. FINISH TYPE GLAZING UNDER CUT RATING HEAD JAMB SILL MAT FIN[. REMARKS B & K PROPERTIES c i 001 3'-0" 78--0" 1 5 g ALUM. FACTORY 1 1/4" TEMPERED — _ J J I ALUM. FACTORY KAWNEER M500 STOREFRONT 1495 MAYPORT ROAD / ATLANTIC BEACH, 002 9'-•O" 5'-4" 1 5/8 ALUM. FACTORY 2 1/4" TEMPERED. — J J T ALUM. FACTORY KAWNEER 1600 STOREFRONT _ FLORIDA 003 3'-0" 41-0" ALUM. FACTORY 3 1/4" TEMPERED — _ G G H ALMN FACTORY — FINAL REVISION RELEASE DATE -r_; ,i AS NOTED C%i AWN: B B G i" r;E%w. JRMc PAfF: 11/25/02 ' Nv 029-02 /Sll 029-02-A4.0 f `j r�•- ':`vv, ' l 0. - ' A4 0 �a 0 " Q,�Q %tFr 8. a 14 DACE m5Cor" 1) WRAP TRUWK AND LARGE BRAMICHES 5/8" RUBBER HOSE ANNEALED STEEL. �� 3 CYPRESS BARK/MULCW WIRE (GA1LV) w 2"x4"x8' TREATED STAKES Uj 3"" BERM _. (3 TRIANGUARLY PLACED) LU CLEAN TOPSOIL ` THIS DOCUMENT IS AN INSTRUMENT OF . SET STAKES FIRMILY AGAINST ROOTBALLL SERVICE,AND IS THE PROPERTY OF sr' >; �� r%, �". � JAMES R. MCCUE&ASSOCIATES.ANY BACKFILL USE OR REPRODUCTIONS WITHOUT THE 2 x R AQ, EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. TREE PLANTING DETAIL (D COPYRIGHT 2002 MAYPORT ROAD CLIENT: STATE ROAD A-1-A (100- RIGHT-OF-WAY) T NORTH 20 ' 28 ' 35 " EAST NEW DRIVE EXIST SIDEWALK 30.0' - - - B (X, K PROPERTIES 3563 UNIVERSITY BLVD 55'-4. SUITE 236 -0 GROUND LINJE (3 TRIANGUARLY PLACED) TO BE SAMEE ..JACKSONVILLE, FLORIDA Q AS IN CONTrAINER 3" CYPRESS BARK 32277 10) ) (10) ( 3 BERM _$ o -- CONSULTANTS-L. _ 8 t ,,A 1 ---x ROOTBALL d- /j /ir ' (Qv Jw PLANITING MIX 2�.�b21 1 �x ����g �S.OQ1 Q ' PER CSPECS. - _ . BACKFILL OAK (TYP PTV �- (SEE LEGEND; +g -8. Q o SHRUB PLANTING DETAIL PARCEL �� ` z0 s jp 13 ( ) PTV ��� :t_ + (1) JP QV (10) o ' ' :.. James R. McCue (2) & ASSOCIATES ARC CTS g ~ VUA REQUIREMENTS HITE + ; Architect ARL 1214 I I DISCRIPTION DEQ PROVIDED 13 420 S, 3 RD, STREET VlU► TO PU�JC 1 1,891.67 SQ. Fr. 2,000 SQ. Fr. 10% O 18,916.7 SQ. Fr. JACKSONVILLE BEACH, LL B i SPECW 12m vuA 52 SQ. FT. 199 SQ. Fr. FLORIDA 32250 T 5X O 132 SQ. FT. PARCEL A" 1`,360, xPERIMETER 1,360 S0: Fr. 1,379 So. Fr. TEL.(904)241-8800 ;' B mccarch@bellsouth.net r_*A I t I t Q T PTV (10) I . .W SHEET CONTENT. y . y- I LANDSCAPE FLAN 1] JP .-T r� (7) W JP QV (10) PTV Landscape Legend 6 , - JP ,,. (20) NO. CODE BOTANICAL NAME COMMON NAME SPECIFICATION 12.0' O jp 90 JP Juniperus Chinensis Juniper Parsoni 1 gal.,10-12" spr. DUMPSTER PAD (t 4) � P1Y ov I 103 PN Pittosporum Tobira Var. IPittosportam 3 ga1:,24"hgt,3' O.C.. t1 (3) (1) I 9 QV Quercus Virginiana Live (Oak 10' hgt.,2.5"D.B.H. NORTH 23 37 33 EAST I 168.26' PROJECT: LEGEND NOTE: ALL Cf-> INSTALLED COVERING BA MINUB . OF"l'L6 HAVE THE"CENTER RENOVATION OF FREDIS. OF THE SHRUB LINE. TREES SHALL HAVE A MIN. of A LANDSCAPE PLAN Vj VAR. PITTOSPORUM SALOON FOR C I 2' RADIUS OF MULCH COVERAGE. ALL OTHER GROUND COVER SHALL BE ST. AUGUSTINE SOD. x.:20 B & K PROPERTIES a LIVE OAKS 1495 MAYPORT ROAD ATLANTIC BEACH, EXISTING PLAM FLORIDA. r FINAL REVISION GROUND COVER JUNIPER PARSONI RELEASE DATE w . - } .. IRRIGATION NOTES AS NOTED 1. WAWN. B B G cl 1 LICEN5IEDTION IRRIGATION ILL BE INSTALLED CONTRACTOR BY A 2. PRIOR T'0 IRRIGATION INSTALLATION PLANS C7�5k+N; JRMC WILL BE SUBMITTED AND APPROVED AS PER _a 41 (-! F j ;f► ,`r STANDARD (CITY CODE. 11/25/02 r ' 3. IRRIGATION. PLAN SHALL ENSURE THAT ALL , REQUIRED TREES, SHRUBS AND GROUND COVER ���1� / �JCj N0; 029-02 I ,.� WILL HAVE COMPLETE WATER COVERAGE. `I 029-42-L 1.l C., j •U) ,v � �t S 01 - �r 9 14 9f51 bAT G1 SC�If'(lON i s STRUCTURAL GENERAL NOTES: I, GENERAL VII. BOUGH CARPENTRY THIS DOCUMENT IS AN INSTRUMENT OF 1, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS 1. DESIGN, FABRICATION, HANDLING AND ERECTION OF PREFABRICATED WOOD SERVICE,AND IS THE PROPERTY OF RELATED TO EXISTING CONSTRUCTION BY MAKING FIELD MEASUREMENTS TRUSSES SHALL COMPLY WITH APPLICABLE REQUIREMENTS AND 'RECOMMENDATIONS .TAMES R, MCCUE & ASSOCIATES.ANY PRIOR TO COMMENCING WORK, OF THE TRUSS PLATE INSTITUTE. DESIGN AND ERECTION DRAWINGS SHALL BE USE OR REPRODUCTIONS WITHOUT THE 2. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES FROM SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, EXPRESS WRITTEN PERMISSION OF THE DAMAGE. RETAINED BY THE MANUFACTURER, SUBMIT FOR REVIEW PRIOR TO FABRICATION: ABOVE MENTIONED PARTIES IS 3. TEMPORARY SHORING AND BRACING FOR CONSTRUCTION IS THE RESPONSIBILITY A. DESIGN CALCULATIONS TO SUPPORT DEAD, LIVE AND WIND LOADS. STRICTLY PROHIBITED. OF THE CONTRACTOR. B. ERECTION DRAWINGS SHALL SHOW ALL LATERAL AND DIAGONAL BRACING 4. ALL EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS SHALL BE REWOVED AS REQUIRED IN THE TRUSS SYSTEM. COPYRIGHT 2002 FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. C. TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER AND SHOWN ON THE ERECTION DRAWINGS. IL C_Q�E 2. ROOF SHEATHING SHALL BE APA RATED 7/16"-32/16 PLYWOOD OR ORIENTED CLIENT: 1. FLORIDA BUILDING CODE 2001. STRAND BOARD (O.S.B.). B & K PROPERTIES 3. ALL SAWN LUMBER SHALL BE VISUALLY GRADED NO. 2 SOUTHERN PINE AT 19% 3563 UNIVERSITY BLVD III. DESIGN LIVE !MQS MAX, MOISTURE CONTENT. 1. ROOF LIVE LOADS 20 PSF 4. PROVIDE LIGHT GAGE METAL FASTENERS INDICATED. SECURE PER FASTENING SUITE 236 2. FLOOR LIVE LOADS 100 PSF SCHEDULE PUBLISHED IN THE MANUFACTURERS CATALOGUE FOR THE MAXIMUM IV. DESI6N .YI�IND LpPDS CAPACITY. UNLESS NOTED OTHERWISE, FASTENERS EXPOSED TO AMBIENT CONDITIONS .JACKSONVILLE, FLORID/ SHALL BE STAINLESS STEEL. SUBSTITUTIONS ARE PERMITTED PROVIDED THAT THEY 32277 1. VELOCITY (SEE WIND LOAD NOTES) 120 MPHI HAVE AN EQUAL OR GREATER CAPACITY THAN THE SPECIFIED FASTENERS AND V. FO DtJ{ A ION_5 CATALOGUE DATA IS SUBMITTED FOR APPROVAL BY THE ENGINEER. CONSULTANTS: 5. INSTALL ROUGH CARPENTRY WORK TO. COMPLY WITH N.F.P,A. 11 "MANUAL FOR 1. PLACE CLEAN GRANULAR FILL IN 6" LAYERS AND COMPACT TO A MINIMUM WOOD FRAME CONSTRUCTION", FORM E30 - "APA DESIGN/CONSTRUCTION GUIDE - JAE Y..LEE P.E., 3127.6 OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY AS DETERMINED RESIDENTIAL AND COMMERCIAL"' AND THE RECOMMENDATIONS OF ENGINEERED WOOD 13015 YELLOWSTAR LN N BY ASTM D-1557, PRODUCTS MANUFACTURER. 2. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE DRY AT THE TIME 6. USE PRESSURE TREATED LUMBER WITH WATER BORNE PRESERVATIVES TO COMPLY JACKSONVILLE, OF CONCRETE PLACEMENT: WITH NRY OR CONCRETE. EXPOSED FRAMINGA C2 , D ALL CURBS AND BLOCKING USED ALL MEMBERS IN CONTACT WITH ON CONNECTION ROOFING FLORIDA 32224 3. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, PIERS WATERPROOFING. AND WALLS. 7. PROVIDE CONTINUOUS WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. 41 DESIGN SOIL BEARING STRENGTH: 2500 PSI. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. A. CONCRETE VIII. STEEL 1. THE LATEST EDITION OF THE FOLLOWING STANDARDS APPLY: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR DESIGN, AC 318 (CODE) ACI 304 (PLACING) FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST ACI 306 WINTER CONCRETING) ACI 315 (DETAILING) EDITION, ACI 305HOT WEATHER CONCRETING) ACI 347 (FORMWORK) 2, WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE ACI 211.1 (MIX COMPRESSIVE) AMERICAN WELDING SOCIETY, AWS D1.1 USING E-70XX ELECTRODES. 2. THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 DAY'S FOR 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A=307. ELEMENTS IN THE STRUCTURE SHALL NOT BE LESS THAN: 3000 PSI(. 4. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS 3. MIX PROPORTION AND DESIGN: PROPORTIONS MIXES COMPLYING MIX DESIGN OF ASTM A--36 OR ASTM A-572 (Fy=50 KSI) OR ASTM A-992 (Fy=50 KSI) UNLESS PROCEDURES SPECIFIED IN ACI 301. OTHERWISE NOTED, A. LIMIT OF FLY ASH ASTM C618. TYPE C OR F) TO NOT EXCEED 25X 5. SHOP PAINT ALL STRUCTURAL STEEL WITH ONE COAT OF RUSTOLEUM WITH MINIMUM OF PORTLAND CEMENT (ASTM C150 TYPE 1 OR 2) CONTENT BY WEIGHT. 2 MIL DRY THICKNESS. James R. McCue & ASSOCIATES ARCHITECTS B. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITHI THE FOLLOWING PROPERTIES: Architect AR 11.214, 1. WATER---CEMENT RATIO, 0.55 MAXIMUM, 2, AIR INTRAINMENT (ASTM C 260): 3% +/-- 1%, .420 S. 3 RD. STREET C. SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE yyIND LOAD NOTES ° JACKSONVILLE BEACH, SLUMP AT A POINT OF PLACEMENT AS FOLLOWS: o FLORIDA 32250 1. RAMPS AND SLOPING SURFACES; NOT MORE THAN 3 (INCHES. COPES: FLORIDA BUILDING CODE 2001 AND ASCE-7-98. TET...(goa)241-8800 2. OTHER CONCRETE: 4 INCHES +/- in. BASIC WIND SPED: 120 MPH (WIND BORNE DEBRIS REGION) a� Q Q D. FINE AND COURSE AGGREGATES SHALL BE PER ASTM C33. WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY: II mccarch@bellsouth.net r 1" 4. SITE ADDED WATER IS PERMITTED WITHIN. THE FIRST: 15 MINUTES THAT THE TRUCK ARRIVES WIND E: B O 1: ENCLOSSURE:URE: ENCLOSEDCOEFFICIENT: BUILDING 2 2 SHEET CONTENT: ON THE JOB 5ffE PROVIDED THAT THE WATER CEMENT RATIO AND THE SLUMP LIMITS ARE INTERNAL PRESSURE COEFFICIENT: GCpi--+.18 OR --.18 2 2 C 'T 0 NOT EXCEEDED, HOWEVER NOT MORE THAN ONE GALLON OF WATER PER CUBIC YARD OF WIND PRESSURE TO•COMPONENTS AND CLACKINGS: FOC TABLE 1606.26 & FIGURE 1606.2(c) CONCRETE MAY BE USED TO ADJUST THE MIX AT THE JOB SITE. ROOF ANGLE> 10-30 DEGREE SPECIFICATIONS, 5, CONSOLIDATE ALL CONCRETE, OTHER THAN SLABS ON GRADE USING MECHANICAL VIBRATING ,- EQUIPMENT. ZONE EFFECTIVE WIND AREA(SF) WIND LOADS (PSF) _ O SCHEDULE- & NOTES 6. DO NOT PLACE CONCRETE DURING RAIN OR IF ANY RAIN IS. LIKELY 70 OCCUR PRIOR TO ROOF 1 10 +14.9 -23.70 CONCRETE HARDENING. 1 20 . +13.6 -23.0 02 Q 2 2 O O a 7. THE CONTRACTOR SHALL ENGAGE A TESTING AGENCY ACCEPTABLE TO THE ENGINEER TO 1 50 +11,9 --22.2 :., PERF=ORM FOR .EACH 50 CUBIC YARDS OR EACH DAYS POUR OF EACH TYPE OF CONCRETE. 1 100 +10,5 -21.5 �J A. A SLUMP TEST (ASTM C1 43) 2 10 +14,9 -50.1 ® a B. COMPRESSIVE STRENGTH TESTS (ASTM C39). PROVIDE ONE SET OF FOUR 2 20 +13,6 -45.4 CYLINDER SPECIMENS PER ASTM C31. ONE SPECIMEN IS TO BE TESTED AT 2 50 +11.9 -39.3 2 2 2 2 a [J� SEVEN DAYS, TWO SPECIMENS AT 28 DAYS, AND ONE SPECIMEN RETAINED IF 2 100 +10.5 --34.7 j, LATER TESTING IS REQUIRED. SUBMIT COPIES OF REST RESULTS TO THE ENGINEER. 3 10 +14.9 -50.1 [= , C. CONCRETE DENSITY FOR LIGHTWEIGHT CONCRETE. 3 20 +13.6 -45,4 0� 7 0 0 `-�_ 8. EPDXY ADHESIVE FOR FASTENING BOLTS, REBAR, OR DOWELS IN CONCRETE SHALL BE EITHER 3 50 +11.9. --39,3 _ RAMSET EPCON CERAMIC 6 OR HILTI HY150. 3 100 +10,5 --34.7 PROJECT: 9. CRSI AND ACI STANDARDS APPLY, WALL 4 10 +25.9 -28.1 a a a } `'- 10. ALL DEFORMED BARS SHALL CONFORM TO ASTM A615, GRADE 60. 4 20 +24.7 --26.9 RENOVATION OF FREDS 11. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4 50 +23.2 --25.4 SALOON FOR 12. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING.STEEL DETAILS PRIOR 4 100 +22.0 -24.2 � TO FABRICATING REINFORCING STEEL. r•, 5 10 +25.9 --34.7 B & K PROPERTIES 13. LAP ALL WELDED. WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE 5 20 +24.7 -32.4 1. THE WIDTH OF IIHE EDGE STRIPS (a) SHALL BE r SPACING PLUS S INCHES. a 10% OF THE LEAST HORIZONTAL DIMENSION OR 1495 MAYPORT:ROAD 14. ALL REINFORCINGG STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, 5 50 +23.2 -29.3 409 OF THE EA1VE HEIGHT, WHICHEVER IS LESS HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT 5 -100 +22.0 -2369 BUT NOT LESS THAN EITHER 4% OF THE LEAST ATLANTIC BEACH, BEFORE AND DURING PLACEMENT OF CONCRETE, OVERHANG ANGLE> 10-30 DEGREE HORIZONTAL. DIMENSION OR 3 FEET. 2. h - MEAN R00►F HEIGHT � ' 15. REINFORCEMENT CHAIR LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE 2 10 -48.3 FLORIDA EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED OF STAINLESS STEEL 2 20 --48.3 OR SHALL BE PLASTIC COATED. 2 100 -48.3 FINAL REVISION 16. WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 50 BAR DIAMETERS. 3 10 --81 2 3 20 -72.0RELEASE DATE 10'<o<30' 3 100, -50.5 _ is NTS r5. nAwN: BBG V�9(AN: JRMc 11/25/02 ,. . 1�j NO: 02902 _ 029-02-S I. l [/J1. 00 V] 0 1 5 Nola �f10 of14 %df5 yP tr ►, ► rr » � „ r „ ' PATE rJESC�IF'TI(7N 3t-4 3►--4 .. 3 -4 3,�4 3,-5" 3 -4 3,_4 3,-4» 3 -4 # 9'-10,, 16'--8" 13 —4 20 IV —0 13 —4 1 g'_11 13,-4" 20'— 0A-_ -- - K., v Fie, v v FV „ 13'_ 4„ 10 --4" . J y4yO ,I EXISTING SINK EXISTING W/C �I. WASTE & WATER WASTE (TYP) (, SUPP (TYP) I I. i THIS DOCUMENT IS AN INSTRUMENT OF I; SERVICE, AND IS THE PROPERTY OF JAMES R. MCCUE.& ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE, EXISTING 47 REINF. CONC. SLAB I`. . EXPRESS WRITTEN PERMISSION OF THE +I EXISTING 3'--0' (i ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. x3'-0" FOOTING (TYP) I! I c0 COPYRIGHT'2002 cD IS II N A1.0 EXISTING 2 x2 -0 ,_o" CLIENT. `° i r, FOOTING I B & K PROPERTIES � � � � - 1 _- (TYP) 3586 UNIVERSITY BLVD 0 SUITE�.. 236 r--I r--n —� r—n r- r—.n r t t- -- I --- -- - _ --- -- ,I t ---=-- _ _- --- -- --.- _. -- ---- - I -f---- JACKSONVILLE FLORID -! -- =— --- t' - --- - i =- - -- - - - --- -- - - - — 2 f , rr - J , n �.. -� 0-0110 L J , rt � ..J. r „ `L-- -J., L-- -•- m C;- -�•fi C,". �1 � 16 —0 116 --0 1616 —0 16 —0 161-0" 16 —0 16,-0" 16,_0" 2,�2,t 32277 „ t , �4 -o„ \742�0„ 4,—Ort 3,--10" CONSULTANTS: 2'—2 3 —8 4 —0 4 —0 4 --0 -- .. .�. JAE Y. LEE P.E., 3127b 13015 YELLOW STAR LN FOUNDATION PLAN JACKSONVILLE, FLORIDA a a c c N � ) K i/e" i'�'°" 32224 2 pf Ai.o (4) 1/2"0 I 4" THRU BOLTS 2x4 EA. SIDE TO f TOP CHORD PANEL ( POINT I 2x8 BOTTOM CHORD James R. McCue r= 1 „ 1 „ & ASSOCIATES ARCHITECTS I I N 1� 1� i s'_ 10„ - - - + ^ _ I 4 Architect AR.11214 ; A.F.F. Il ,'J _II ZX`3 �I 420 S. 3 RD. STREET 3/8"0 COUNTER SUNK ! A JACKSONVILLE.BEACH, `-F BOLT @ 2,_0" O.C. ft -Ic.I BEARING BEARING � . FLORIDA 32250 fv 41 STAGGERED (TYP) $'_10" A.F.F. TEC..(904)241-8800 �l 4 $'—10" A.F.F. o of— INTERIOR mccarch@bellsouth.net i "SIMPSON H4 fi is 2X4 HURRICANE TIE r,_3 1/4- PLATE 1 �—0" SUPPORTS 1x4 SHEET CONTENT: SOFFIT SUPPORT WHUR) eo�Ts 1'-4" O.C. EXISTING BEAM I FOUNDATION PLAN, `t W1 2x22 1 %4" PLATE 1/4" PLATE I SECTIONS & DETAILS (FY--50KS1 ATTACH NEW 1 3/4 x9 1/2 ( — ) THUR) 1/2 BOLTS MICROLLAM TO EXISTING EXISTING BEAM W/2 ROWS OF 16d COMMON - "' WIRE NAILS 12" Q.C. COLUMN _-- 4"x4"x1/4" T.S. ,1J L-3"x3"x5/16" P.T. 2x4 �- C 6x13 ---- i rA � - A8.i T.S. 4"x4"x 1/4" 8" MTL TRACK 2'—$" - i' PROJECT: _.� A.F.F. ..__ w - --r� A.F.F. TECK SCREWS ® 1 '-0" O.C. ' i RENOVATION OF FRED'S + F SALOON FOR COLUMN BASE — .. rB 6" SPLIT FACE CMU 00 SHORE, BRACE AND 00 CAST FULL W/GROUT N N 1495 MAYPORT ROAD �.. .., ,. HORIZ REINF. I ATLANTIC BEACH, 16" O.C. (TYP) I FLORIDA F.F. — F.F. u� T.S. 4"x 4"x1 /4" JI s 5/8' FINAL REVISION BEYOND _ � � 5 5/s RELEASE DATE BASE R W/ BASE R W/ _ c� LEVELING NUT'S LEVELING NUTS 2— 3/4"x8" (SEE s1.2) 2 EXTERIOR COLUMN DETAIL (SEF s1.z) 3 EXTERIOR COLUMN DETAIL s� �. AS NOTED THREADED si.i 8/4" i'_p" si.i a/44" - i'-o" BBG '4. R O�D S W/ 2"0 WASHERS GErIc+N: JRMC DRILL & GROUT INTO EXISTING ren: 11/25/02 01 ' SLAB W/ H I LTI ti><�c►vo: 029-02 HIT HY 150 -, 8" EMBED. r .wU. 029-02-S 1.0 BAS E FE c7 1 INTERIOR COLUMN DETAIL Vj V). �I Er 110 14.%t�f5 r. 4 o 0 0 0 o a o 0 0 0 ° ° Ch THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF JAMES R:MCCUE&.ASSOCIATES:ANY USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES 1S STRICTLY PROHIBI'T'ED. COPYRIGHT 2002 CLIENT: s1.2 B & K PROPERTIES zi s1.2 3563 UNIVERSITY.BLVD SUITE 236 JACKSONVILLE, FLORID) - __ _ - — — -- — 32277 - - CONSULTANTS: JAE Y. LEE P.E., 31276 81.2 13015 YELLOW STAR LN N Ell . JACKSONVILLE; FLORIDA 32224 STRUCTURAL FLOOR PLAN 1/8" 1'-0" AB C D E F G H J K i - -. _.._...-__ WOOD TRUE 5/16" PLATE W/ EXISTING WOOD TRUSS ADD 1 /2"�x8" THREADED RODS " WOOD TRUSS W/ 2"0 WASHERS ® 32" _O.C. BOL A325 4'-0O.C. new WOOD TRUSS EPDXIED INTO EXISTING TIE BEAM BEAM- — MCCue 6" EMBEDCHANUEL .= NEW W12x22 1/4 1/4" CAP PLATE 2x4 CONT. James R. EXTERIOR i r INTERIOR C 6x13 (FY=50 KSI) TY CHANNEL - & ASSOCIATES ARCHITECTS Architect AR 11214 L 3x3x5/16 1/4 WOOOQ1RUSS - -- 1/4 420 S. 3 RD. STREET NEW wooD PLATE T.S. 4x4x 1/4 JACKSONVILLE BEACH, EXISTING EXTERIOR TRUSS 04'-0" 1/4" PLATE 8" CMU WALL O.C. 0 5'-0" O.C. FLORIDA 32250 � J - T.S. 4x4x1/4 ' X11TEL.(904)241-8800 W12x22 i W12x22 mccarch@bellsouth.net _ t_ r } SHEET CONTENT: . 6--- 5"x5"x5/16" STRUCTURAL FLOOR /4 A DETAIL s1.2 s —o f 71— PLAN, OVERFRAMING A.F.F. DETAILS & DETAILS (1 3/8" 0 COUNTER � SUNK ® 24" O.C. -- - ---- I _ _�_ 4" MTL STUB W HILT HIT HY20 T- I SHORT 2" 1 /1400 1 1/2" RAMSET PINS 4" MTL STUDS, I I 1 1 /4 0 1'--4" O.C. STAGGERED �L PLACE ANGLE AT " _ .� 4 MTL STUDS STAGGERED -------------------------------- =' 1 SECTION WINDOW OPENING CLOSEST CMU STRQNG TIE / ! " CORSEING ® 1 1 4" 9" 1 1 /4 i �.23" 1 —0 HD STRONG TIE 8" MTL TRACK I PROJECT: 7'—O A.F.F. W/ 3/4-0 THREADED ROD DRILL & GROUT INTO 4" � RENOVATION OF FRED'S EXISTING SLAB W HILTI HIT . KAWNEER 1600 HY 150 8" EMBED 8" MTL STUDS SALOON FOR c,-' STOREFRONT (TYP) INTERIOR = N I ,► I, B & K PROPERTIES sLAR — `� —o I 1495 MAYPORT ROAD �. EXISTING SLAB ATLANTIC BEACH, - O I O FLORIDA q ► FINAL REVISION -RELEASE DATE _} STRONG—TIL-- r\ 3 STRUCTURAL SPALL ELEVATION HD STRONG TIE Z W/ 3/4.0 THREADED 81,2 9/4" � 1'-0" RODS W/ 2"0 WASHERS j EXTERIOR BASE R CV DRILL & GROUT INTO 5/8"x5"x0'- 9" EXISTING SLAB W/HILTI HIT a ;, BBG . HY 150 8 EMBED -,� TECK SCREWS 51GN: JRMC T.S. 4x4x1/4 Y PK: 11/25/02 2 INTERIOR COLUMN DETAIL PLAN 00? log w: 029-02 ��., s1.2 s" = 029-02-S r �cn - U: si T 12014' 5ftf5 • r 1 # 17Aft 17�SCkf'110N HURRICANE CLIP EA TRUSS RENEW EXISTING FASCIA "SIMPSON" T.M. H16 1 J ® REAR AS REQUIRED (TYP. COLUMN LINE 1 ) I I I I I ( ( I I , I � � (46), EXITING TRUSSES 4 -0'110.C.O } 0 C THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF I ! JAMES R. MCCUE&,ASSOCIATES.ANY I , USE OR REPRODUCTIONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS STRICTLY PROHIBITED. { a COPYRIGHT 2002 I EXISTING RIDGE CLIENT; I i B & K PROPERTIES _... — - - BLV D I NEW PITC II BREAK 3563 UNIVERSITY SUITE 236 I JACKSONVILLE, FLORID/ 32277 CONSULTANTS: JAE Y. LEE I P.E., 31276 - -- - ----� 13015 YELLOW STAR LN N. JACKSONVILLE, v FLORIDA 32224 i I I I I I I GABLES 4& CUPOLA TO BE ADDED f I 4 I I I I oo A B C D F G H J K James R. McCue & ASSOCIATES ARCHITECTS. Architect AR 11214 EXISTING ROOF FRAMING PLAN 1/8" V-0» 420 S, 3RD: STREET r._ JACKSONVILLE BEACH, r. FLORIDA 32250 =a TEL. 904)241=8800 mccarch@bellsouth.net N SHEET CONTENT: i I I I I i I N w0 m ROOF FRAMING PLANS N � c_} N a [� i U .--. o LlOO (/7 L1. - - - - -- - - - - - - - -- - -- -= — Q -- L �- - — - - --- - - - - - -� — - —I - -- - - . - - — - o I r-- CIT —. _— — — _ - - - _ --.-- -- — - - - _ - - - - -- -- — - T. — PROJEC _ _ _— _ ' _ _ _ _ _ _ _ —.__ _ RENOVATION OF FRED'S F. f- -f_ --f, SALOON FOR _ - B & K PROPERTIES 1495 MAYPORT ROAD ATLANTIC BEACH, FLORIDA FINAL REVISION RELEASE DATE _D A B C D E F G H J K ALS: AS NOTED ROOF FRAMING PLAN (PITCH BREAK) t%NAwN: BBG !_f I/8" V-0" 0) JRMc PAT: 11/25/02 NOTE: BEFORE TIRUSSES FORMING GRAPHICS BAND & riJ PITCH BREAK ARE INSTALLED,. INSTALL 2x6'S Nv: 029-02 c3 . y� ^6 r : 029-02-S 1.0 CD u c.i .0 cn, %-f r13 f 14 %fErs _ t PATE t7C SC�IEaitllGN .......... ; i I I I I I I I �I I I ,� 2x6�S S.Y.P. #2 CSD 4'—0 O.C. FASTEN TO 1/2" C.D.X. & TRUSSES BELOW W/#12x4 3/8" THIS DOCUMENT Is AN INSTRUMENT OF I ROOF GRIP SCREWS CSD 1 �-4 O.C. I I ( ( SERVICE, AND IS THE PROPERTY OF , I EXISTING RIDGE NEW TRUSSES JAMES R. MCCUE& ASSOCIATES.ANY I I I I ` USE OR REPRODUCTibNS WITHOUT THE 2X8 INSTALLED OVER PITH ( I EXPRESSWRITI'ENPERMISSION•OFTHE: REAK TRUSSES TO ROL CABLE ABOVE MENTIONED PARTIES IS . STRICTLY PROHIBITED, qRUSSES ABOVE ( ( I PITCH BREAK O cOPYRIGHT2002 IV CLIENT: B & K PROPERTIES S .4 41 N TOP o I 3563.UNIVERSITY BLVD V NEW E KI G V V V V IR I SUITE 236 Li ilkJACKSONVILLE, FLORID 32277 CONSULTANTS,' JAE Y. LEE P.E., 31276 _ _ _ ' 130.15 YELLaW STAR LN N _._ ► C JACKSONVILLE, ds.i 11-4" I I FLORIDA 32224 I I I ( I I (TYP CUPOLA O.H,) IIT-IE DOWN FRAMING FOR I ►CUPOLAS ON EXISTING L I I ROOF DECK i A E3 C Q G H J K 1 ROOF :FRAMING PLAN (GABLE MATCH EXISTING James R. McCue RIDGE HEIGHT & ASSOCIATES ARCHITECTS Architect AR 11214 2 x 6'S 420 S. 3 RD. STREET r..i.. JACKSONVILLE BEACH, -� FLORIDA 32250 . TEL.(904)241-8800 mccarch@bellsouthmet SHEET CONTENT: PRE—ENI EER ROOF FRAMING PLAN r,• TRUSSES & SECTION , � 2x8'S 2x8'S -U7 L1 E -sy PROJECT: i RENOVATION OF FRED'S . SALOON FOR B & K PROPERTIES 1495 MAYPORT ROAD ATLANTIC BEACH, FLORIDA t (1 ) "SIMPSON" T.M. H3 HURRICANE 1 SECTION CLIP @ EA. TIE DOWN FRAMING FINAL REVISION MEMBER W/ 4--8d. COMMON WIRE - NAILS TO PLATES & 4--8d COMMON RELEASE DATE WIRE NAILS TO TRUSS BOTTOM CHORD w �'_� Ul AS NOTED, , ` I - (D • �zAwN: BBG N: JRMc PAT: 11/25/02 029-02 R\%. rU; 029-02-S 1.0 C) «r S po`�