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HomeMy WebLinkAboutBUILDING PLANSLOCATION MAID NDEX OF C)RAAl Ne5 ARCHITECTURAL C-I COVER SHEET A -I FIRST STORY DEMOLITION FLOOR PLAN A-2 NEW FIRST STORY FLOOR PLAN, WALL DETAILS A-3 NEH SECOND STORY FLOOR PLAN DOOR HINDOH SCHEDULE, FINISH SCHEDULE PROJECT TEAM ARCHITECTURE 5OR&LLNO ASSOCIATES, LLC WO .I.RTER PARK DR STATE 9 IFITER RDRIDA 53456 PIIOIaE f560 T4T-9734 it SEPTEMBER, 2011 i Ak CoI A L A 3? A T�IrO N -'O �? J m Wl-h fl[C uEl Qx*0 ]MODC AM 10 ,01 Ire �HrAN Ir r`�H��W Y 1 AI FJoJ�lI'� plrR���, T�� IJJIr C'�U'N Y F�L�e��Ir� I �! JACK �� ^ �� A JO B Jam. E �,IrNG AN' � C-'ONWTFRUC�TJIr � � �� �_,� ����� J ���� � � J J, 1 J �J' �� � ���J� ��J%1 J \ J 1 J���M JU''Pr1 ..1�15��1 :- R (�5 1) 741 818 PAX (561) 741=1 8 15 I V i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO eOMPkY Wit" A6 MFUCA44 glll ft. i 33 ST. LUCIE COUNTY TD�C� PLAN REVIEW C.o % L toEz Co' O I SI 1C DATE• o. 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Borglund, R.A. Cory L. Surface 880 JUPITER PARK DRIVE, SUITE 9. JUPITER, FL 33458 WEB BORGLUNDSURFACEARCHITECTS.COM PH. 561-747-9234 FAX 561-743-44:',0 Florida AA26000794, AR12616, NCARB Cut. No. 27129. South Caroline 7120. North Carollne 10985. Connecticut 3189. Virginia 014t59. Massadmells 30688. New Jersey 13838 i i { a O N v' y �cdz� r o� d N O P� FORT UD2Igld '14 ODIH id v ROOM FINISH S C H E D U L E ROOM NO. ROOM NAME FLOOR BASE WALLS CEILIN6 CEILING HE16Hf REMARK5 NORTH EAST 5" WEST 101 FILE ROOM GT GT P P P P P ACT EXIST. - 102 GAR RENTAL GT GT P P P ACT EXIST. 103 SERVICE WRITER'S AREA GT GT P P P P AGT EXIST, _ 104 SERVICE MANG.'5 OFFICE GT GT P P P P AGT --ACT EXIST. - 105 OFFICE GT GT P P P P I EXIST. - 106 KID'5 AREA GT GT P P P P ACT EXIST. - 10'7 WAITING AREA #1 GT GT P P P P ACT EXIST. - 1045 &EN. MANS. OFFICE G W P P P P ACT EXIST. - 109 MANIA6ER'5 BATHROOM. GT GT P P P P ACT EXIST. - 110 CONFERENCE ROOM G W P P P P ACT EXIST. - III AST. MANG. OFFICE G W P P P P ACT EXIST. - 112 GALL CENTER GT GT P P P P ACT EXIST. - 113 OFFICE GT GT P P P P ACT EXIST. - 114 OFFICE GT GT P P P P ACT EXIST. - 115 OFFICE GT GT P P P P ACT EXIST. HIS WAITING AREA #2 GT GT P _P P P ACT EXIST. - 11-7 OFFICE GT GT P P P P ACT EXIST. - 116 OFFICE GT GT P P P P ACT EXIST. IN GL05ET GT GT P P P P ACT EXIST. - 120 OFFICE GT GT P P P P ACT EXIST. 121 CLOSET GT GT P P P P ACT EXIST. - 122 CLOSET GT GT P P P P ACT - 123 DELIVERY OFFICE GT GT P P P P ACT EXIST. - 124 DELIVERY OFFICE GT GT P P P P AGT EXIST. - 125 OFFICE GT GT P P P P ACT EXIST. BODY SHOP GT GT P P P P ACT EXIST. - 126 OFFICE GT GT P P P P ACT EXIST. SECOND FLOOR 201 IT OFFICE VTC V P P P P ACT EXIST. 202 OFFICE VTC V P _ P P P ACT EXIST. ACT ACOUSTICAL CEILIN6 TILE P PAINT W WOOD E5 EXP05ED STRUCTURE G CARPET EP EPDXY PAINT E EXISTING FINISH SOP SKIM GOAT PLASTER GT 6ERAMIC TILE VGT VINYL COMPOSITION TILE S,- STAINED CONCRETE R RUBBER GB 6YPSUM 130ARD VWG VINYL WALL GOVERINO V VINYL BASE • CONTRACTOR TO COORDINATE WITH OWNER THE COLOR AND SELECTION OF ALL INTERIOR FINISHES. i DOOR SCHEDULE DOOR NO. TYPE 517E DESCRIPTION DOOR MATT FRAME FINISH RATINS HARDWARE DETAIL UNDERCUT REMARKS WIDTH 1 mew THICK. I A 3'-0" T-0" 1-3/4" INT. FLUSH 50LID GORE WOOD METAL M - SGHLA&E - - - 2 A 2'-0" l'-0" 1-5/4" INT. FLUSH 50LID GORE WOOD METAL * - 5CHLA6E - - - 3 B 6'-0" "T'-O" - LOUVER BI-FOLD WOOD WOOD # - - - - 4 PANEL 1 NOTES * GOORDINATie L FINI5HE5 WITH OWNER. SENERA,I I. OPENING SIZES 2. Ot^NER TO VERIFY 7: SC+EDULE REFER TO NOMINAL ?CANAL LESS UNDERCUT INED WITH REFERENCE TO 3. ALL DOORS TO HAVE LEVER HARDWARE PER ADA 4. ALL HARDWARE SHALL BE 50HL46E MEDIUM DUTY GOMMERGIAL 6RADE 5. ALL INTERIOR DOORS TO MATCH EXIST. SOLID GORE W/ METAL FRAMES C ENERAL NOTES 1. C067M TON SHALL FOLLOW 'F.BL. BUILDING GORE' (20071 EPTION W/ 5. HNOOW AND POOR SUPPLIER TO PROVIDE SHOP DRA INSS TO THE A MINIMUM CONCRETE COVER OVER RENFORGIFY SHALL BE 26. CLEANOUT OFENINSS SHALL BE PROVIDED AT THE BOTTOM OF I 33. DIM 3490H LUFEER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN 2001 AMEHIP ffM5) AS ADOPTED BY THE COW AS APPLICABLE AND ALL BUILDER. %A56 ON VAPOR BARRIER- 3/4' BEAMS AND CB I AT EACH LIFT OVER 4'-0' HI6N C.LEANDUT5 51HALL BE SEAL® ' PINE, NO.2 OR BETTER OR 5HALL PROVIDE A_WWABLE STRESS VALUES APPLICABLE AMENDMENTS, 10. ALL WHDOW5 AND DOORS 5HALL BE CALLI® AND YFATFHR COL4H& I UP FOIOED C,ONGREIE BELOW A-lER GLEANING AND INSPEGTON, AND BEFORE 6ROUTIW OF 1200 P51 IN BEDINB FOR SNSLE 10 U5K 40 PS IN HORIZONTAL 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES HHDOW LINTS SHALL DISPLAY LABELS SFOWNG COMPLIANCE HTIH TIE FLORIDA STATE E8R6Y LODE CHAPTER II NTH 6RADE- 2' UFOfA[D CONCRETE BELOW 6RADE- 3' SHEAR AND SFWl HAVE A MODULUS OF E15TIGtt OF WOO KS OR 27. REIMFORLIN6 STEEL SHALL BE LAPPED 30 BAR DIM£TER5 MNIH.M BETTER A5 DETERMINED BY AN APPROVED LEVER 6RADIN6 A6E CY. 3. BUILDER SHALL VERIFY ALL DIH36O FS AND CONDITIONS AT .II MTE PRIOR TO STARTING ANY AND NOTIFY IN W IITIW6. ALL FJ(113RIOR DOORS AND HN70W5 SHALL COMELY NTH THE LOCAL 19. RERFORGING STEEL. 6RADE 60 "= 60P00). A51M Ab15-83 S. SPLICED, AND SFWl BE HIRED TOGETHER. PROVIDE COWER BPR5 SAME 34, STIRUGILRAL 5783 SFIA.L CONFORM TO THE AISL. SFEGIFOATION DERK RESPONSIBILITY FOR IMMEOR TIE BIONS SHALL ACCEPT PULL RES BILIT ADOPTED SECURITY CODE ORDINANCE AS LAST A RUED. 20. PLAON6 ORAWNS AND BAR LIM SHALL GOHFORM TO AL.0,, 'MANUAL DI M MIEN. NORM BEAM REIFFORGIN6 AT EACHH FACE. LAP 30 BAR'' � THE DE516K FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR ANY ERRORSIATELY ALEHE ANY Hd+DRS OR OMISSIONS W NOT SCALE THE DR/4'RN65. I2. ALL FIXED 6LA%, BUTT 6LA65, A D 6LAY BLOCK %U � OF STANDARD PRACTICE FOR OETALIN6 RMWORGED CONCRETE STRUCTURES'. (AG.I. 315-EO). 26. STRIXTURAI. WOOD AND TIHBER FRA9N6 SHALL GON'QW TO TIE '. EULDIN%' W60 EDITION. MATERIALS 5HALL COW" TO THE INSTALLED TO WTHSTAND 140 mph RIND LOAD. 'TIMBER CONSTRUCTION MANUAL• A5 PUBLISHED BY THE AMEWAN APPLICABLE ASTM SPECIFICATION AS FOLLOWS 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS 21. DETAILS OF CONCRETE REIIFORCE�BRT SHALL BE IN ACCORD NTH IHSTNTUIE OF TIM3H2 CONSTRCTON SHAPES, PLATES, ANCHOR BOLTS - A 367-81 A REQUIRED BELOW. E. TRESS MANFACTURER SHALL SURAT FOUR (4) COPIES OF SHOP 'THE MANUAL OF STADARD PRACTICE FOR REINFORCED CONGREIE � MACHINE BOLTS - A 325-83 G TUBULAR STEEL - 500-52 A GRADE B (46 K51) 5. THESE PLANS, AS DRAIN AND NOTED, COMPLY NTH THE BULDRIG MHN66 AV EN61N� GALGULATION5, 96NFD AND SEALED BY A CONSTIaCTON', A5 flV1.15FED BY THE CONCRETE REINFORGINS 511� 2q. ALL WOOD IN CONTACT NTH MASONRY, CONCRETE, OR STEEL SHALL ENVELOP eNE Rey REGINREmsm GF THE FLORIDA MODEL DmO CODE• FLORIDAREGISTERED E151N33R, OF THEIR ROOF TIR1155IDE56N FOR IH6nWTE UNLESS OTtB+W5E INDICATED. PRESSURE TREATED PROVIDE AN APPROVED MOISTURE VAPOR BARRI 35, YaDED CO%TRUGTON SHALL CONFORM TO THE AERICAN CONTRACTOR SHALL FAMLIAWZE HIMSELF NTH THE GOVERNING CODE INAPPROVAL BETWIFN THE CONCRETE OR OUTER GEME7TITIOSS MATERIALS AND THE �I 41.DW 50GIEIY 'STRCTURAL H3DIN6 CODE'. EEGTRODE5 FOR ITS ENTIRETY AND BUILD IN ACCORDANCE HTH ALL PROVISIONS CRP THIS 14. 1R155E5 TO DES6HED TO CARRY LOADS OF ATTIC ANUS AN7 22. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED MOOD AS REOIHRED PER APPLICABLE CODE. FIELD AND SHOE' YE.DS SHALL BE AWS. AW EIOXX CODE WHICH MAY NOT BE 5PEGFIGAlY ADDREfiED ON 7FE BANS AND MISG3.LAEGK EGXPH34T. COOTRDINATE LOCATIONS NTH BALDER TO SAFELY SUPPORT ALL LOADS G.RN6 C.ONSTRIGTION. 30. BALDER SHALL BE RESPONSIBLE FOR PROVIDING ADEGIUATME �', 3b. SEE FOUNDATION NOTES AND FRAMING NOTES FOR MORE NOTES. PRIOR TO FAMICAT0N AM INDICATE ON TRUSS DRAENGS. 23. CONCRRETE BEAM SIZES MAY � INCREASED (8' HAXIMI,.M1 AS REQUIRED BRACING AND E RIDGINS USED DURPK BRW710N OF THE TRUSSES TO INFORMATION ON TVE{£ ITEMS. 6. THE BUILDER RESERVES THE R6HT TO SUBSTMM Ile's WINCH THEY BELIEVE TO BE EUA OR BETTER TIHAN ITI3KP SPECIFIED ON THESE FOR ARCHITEC.TUWY. PETALS OR TO FIT BLOCK GOUR51%. DROP BOTTOM PNEVBRT C4LLA'5E OR DAAEE TO SAE. 31. SOAR CONTINUATION TO BE IN AL INT. KALS ON BOTH FLOORS ORARNSS HTHOUT ANY PRIOR NOTICE. ITEMS HUTCH, YHEN 5U%TIWW, 15. PROVIDE GROUTED CAL AT BFARINCi POINT OF FhCH GIRDER TRUSS. OF TIE BEAMS AS REWIRED AT NHDOW AND DOOR BEN-5 (26' MAXUUT4) B. HEADERS FOR FRAMED CABLING 6FEAlER 7FV4N b'-0' M15T BE APPROVAL OF THE BUILDING OFFCIAL RILL BE SUBMITTED TO THE 16. ALL INIERIOR LOAD BEARRN6 PARTITIONS SHALL � CRNSTIRWED NTH AND AEA 2-15 BOTTOM IF DROP EXCEEDS V. ENSREE 2RE7 AND STAMPED BY THE TRUSS HANIFAGTU ER ULE95 BUILDIRECURE BIILIXN6 OFFICIAL BEARING CLIPS, TOP AND BOTTOM EACH STIR, AS PER CODE. 24. DON LS COWMEN AND HALL REINFORCIN5 TO FOOTING NTH SAME NOTED OTIE NsE T. BUILDER IS RESPONSIBLE FOR ADEQUATE BRAC.NG OF 5TRK.TIRAL OR n. CONCRETE SHALL CONFORM TO ASTM G94-83. ALL CONG1IE WORK 5HALL SIZE Atb NA�2 OF DOYELS A5 VERTICAL BAR5 ABOVE' 32. ALL HEADERS OVER DOORS AND WINWMS TO BE 2 OR 3 - 2 X 125 N WSTRUGIURAL MEVERS DURING C 6TWTIOK BE IN ACCORD MTH ACI 50-M AND AGI 30144, ALL CONCRETE MASORY 25. VERTICAL CA15 FOR HAS TO BE 6ROIIIED BALL HAVE (FOR HOOD FRAME OONSTRUGTION Dff8DIN6 ON WALL THIG4qE55) El 6. CABINET SUPPLIER TO PROVIDE SHOP VRAHIN66 TO THE BALDER HORK `.HALL BE IN ACC.ORDAWE NTH AGI 55"2 AND ACI 530.1-92. VERTICAL ALI TENT 9UPPIGENT TO MAINTAIN A CLEARS UNOBSTRUCTED WEE NOTED. CONTINOIS GHL. RE-FIN15H AND USE ALL EXIST. DOORS WEN POSSIBLE. ALL NEW DOORS TO MATCH EXIST. DR w FRAMES FRAMES FINISH FLOP! FLU- FLUSH INTER OR SANG DOOR SXINO DOOR UZ JN Jw 0 aw o� �Z Ja �w 0 0 31-01 3� W lz Q IN1ERNIR BI-HXD DOORS U r � � 1 F'� 1 IV ry rV O w Q L! g O 'Q I 11 O ry iv m 1��11 W X 50' PO UASS (2) 5T X 50' HIED USS 74'X Yr 9XXNG CUSS XRDO'M 1L O u NND011 TYPE x °z� o �a w NEW SECOND STORY FLOOR PLAN SGAL.E. 3/16' . 1'-0' TNESE pIANS ARE SUg�ECT TAND DA4 PROPOSED REQUIRED BYfT OA CO WORK RK MAYgENECES INSPECTORS? S ®Q °AYW/TN�0 u RDERT o BT gip) 1 2011 2ND STORY FL. PLAN,DOOR, WIND. SCHEDULES, REVISIONS: DATE: AUG. 19,201 SCALE: AS NOTED DESIGNER: REB DRAFTER: MVS CHECKED BY: - JOB #: NOT TO WALE DUE TO MAX. 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