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HomeMy WebLinkAboutBuilding PlansSYMBOL LEGEND i-- DETAIL NO. DETAIL TITLE DETAIL NO. SHEET NO. SECTION DETAIL TITLE DETAIL NO. SHEET NO. PLAN DETAIL TITLE DETAIL NO. INTERIOR ELEVATION SHEET NO. 0— PARTITION TYPE 6DI I ROOM NUMBER ODOOR NUMBER/TYf= 0 WINDOW TYPE FACE s/ CENTERLINE DIMENSIONS FINISH I. All Work shall be performed in strict accordance with the Standard Building Code, 1994 edition, and all local ordinances. Reference to other standard specifications or codes shall mean the latest standard or code adopted and published. 2. The General Contractor shall be responsible for complying with all codes, ordinances and shall obtain and pay for all permits, certifications and the like, both temporary, permanent and special permits when required. 3. The Contractor shall provide all required Insurance for protection against public liability and property damage for the duration of the Work Contractor shall provide and maintain complete workman's compensation, builders risk insurance, and other necessary insurance as may be required. Proof of insurance shall be submitted to the Owner prior to commencement of Work 4. All required tests shall be preformed by an approved testing laboratory at the Contractor's expense. Test results shall be submitted to the Architect/engineer. 5. The Contractor's Request for Payment shall include release of liens for all materials, supplies, and sub -contractors' work relating to request. ro.: All Change Orders shall be approved by the Owner and signed by Architect and owner prior to Commencement of any changes in the Work -1. It shall be the responsibility of the Contractor to familiarize himself with all conditions of the site relative to existing work and the construction documents prior to commencing Work Job site measurements are the full responsibility of the Contractor and/or Subcontractors. a. The Contractor shall verify all dimensions in the field. Discrepancies shall be reported to the Architect prior to the commencement of the Work. 9. The Contractor shall coordinate the work of all trades at the time the work is performed on this structure. No additional payments shall be made for the Contractor's failure to correct conflicting field conditions. Correction of defects shall be completed without additional charge and shall Include replacement or repair of any other phase of installation that may have been damaged during repair of such work 10. It is not the intent of these plans to show every minor detail of Construction, the Contractor is expected to furnish and install all items necessary to complete final work. 11. Do not scale drawings to obtain dimensions. Any dimensions not indicated on drawings are to be confirmed with Architect prior to commencement of Work 12. Contractor shall comply with all statutory requirements related to waste disposal and safety precautions as required by local ordinances. 13. The Contractor shall clean all areas of work after construction Is complete. All trash and debris shall be removed from job site at the Contractor's expense. 14. See architectural plans, elevations, details, and schedules for additional notes and information, refer to specifications for specific material requirements. 15. Contractor shall Include in his bid all costs associated with materials, handling, delivery and storage. Unless where noted otherwise, provide all labor, material, equipment and Incidentals necessary for complete Work Contractor shall warrant and guarantee all materials and workmanship for a period of one year from date of final completion and acceptance by Owner. 16. In the event of any need for special sequencing of work is required, the Contractor shall arrange s a conference with any parties deemed necessary for the purpose of special scheduling before Work begins. 1-1. Contractor shall provide a construction schedule to the Owner indicating proposed timing prior to commencing Work fe.,,,ater D1, rve 8555 South PROJECT DATA ZONING: GENERAL COMMERCIAL PROJECT APPROVAL: PGA LEARNING CENTER TRACT, PHASE PGA UNIVERSITY SITE AREA: 64,300 S.F. S TE COVERAGE: 38% USE: PGA EDUCATION CENTER, ASSEMBLY OCCUPANCY PROJECT SIZE: 37,000 S.F. APPROVED, 24,400 S.F. PROPOSED 60' MAX. HEIGHT APP OWED, 35' PROPOSED CONSTRUCTION TYPE: TYPE IV, PROTECTED I DRAWING LIST PROJECT TEAM ARCHITECT David; Miller 4 Associates, P.A. 2090lPalm Beach Lakes Blvd. Suite 205 West Palm Beach, Florida 33409 MEP ENGINEER Teele 4 Associates 2103 Corporate Dr. Boynton Beach, Florida 3342ro STRUCTURAL ENGINEER O'Donnell, Naccarato, 4 Mienoena 321 15th Street Suite 200 West Palm Beach, Florida 33401 INTERIOR DESIGNER DMI —Design Masters, Inc IS&I loth Avenue North Lake Worth, Florida 334rol ACOUSTICAL / AV SYSTEMS CONSULTANT FDCA Consulting Alliance 400 North Fla ler Drive Suite 1201 West Palm Beach, Florida 33401 LANDSCAPE ARCHITECT Thomas Lucido 4 Associates 100 Avenue A Suite 2A Fort Pierce, Florida 342150 CIVIL ENGINEER Lawson, Noble, 4 Webb, Inc. 590 N.W. Peacock Blvd. SLAte 9 Port St, Lucie, Florida 34956 Architectural Title Sheet (�nnumbered) CS-1 Cover Sheet SP-1 Site Plan & etails A_1 Floor Plan Plumbing A 2 Reflected Ceil ng Plan P-1 Partial Plumbing Plans A-3 Roof Plan & Details P-2 Partial Plumbing Plans A-4 Floor Plan — Windows & Doors P-3 Partial Plumbing Plans A-5 Detailed Floor Plans P-4 Partial Plumbing Plans A-6 Interior Elevations P , 5 Details A-7 Interior El va ions A-8 Interior Elevations Fire Protection A-9 Exterior Elevations FS-1 Partial Fire Protection Plan A-10 'Exterior Elevations FS-2 Partial Fire Protection Plan A-11 Details FS-3 Partial Fire Protection Plan A-12 Details FS-4 Partial Fire Protection Plan A-13 Details A-14 Wall Sections Structural A-15 Wall Sections S-1 Foundation Plan A-16 Wall Sections S-2 Roof Framing Plan S-3 Structural Notes, Schedules, & Typ. Details Mechanical S-4 Typ. Details & 'Sections M-1 ,Partial Mechanical Plan ' M-2 Partial Mechanical Plan Systems' M-3 Partial Mechanical 'Plan LV-1 Low Voltage- Plan M-4 Partial Mechanical Plan - AV-1 Audio Visual Plan M 5 Schedules Specifications M-6 Details 7n Landscape Architecture L-1 Landscape Plan Electrical L-2 Landscape Details E-1 Partial Lighting Plan E-2 Partial Lighting Plan Civil Engineering E-3 Partial Lig ting Plan C-1 Cover Sheet E_4 Partial Lighting Plan C-2 Engineering Plans E 5 Partial Power & Systems Plan C-3 Paving, Grading, & Drainage Plans E-6 Partial Power & Systems Plan C-4 Water & Sewer Plans E-7 Partial Power & Systems Plan E-8 Partial Power & Systems Plan E-9 Legends, Riser & Specifications E-10 'Panel Schedules ST, LUCIE COUNTY } FIRE DISTRICT k REVIEWED FOR COMPLIANCE , AND , j urjUCT TO FINAL FIELD INSPECTION. �'•' TE SEE ATTACHED REVISION SKEET 2400 Rhode Ishmil Ase. Tel: (561) 462-2312 Ft. fierce, FL 349SJ Fax: (5t 1) 462-2323 111FE/LOCATIO N MAP RESERVE BLVD COMMERCE CENTER DR. SITE LOCATION ABBREVIATIONS N.T.S. NORTH r ABV. Above F.C.U. Fan Coll Unit P.L. Property Line AC Air Conditioning F.D. Fire Damper PLAS. Plaster ACOUST, Acoustical F. DSal. Floor Dra In PLWD. Plywood A.O.T. Acoustical ceiling Tile F.H.G. Fire House Cabinet PNT. Paint ADMIN. Administrative FIN. Finish POL. Polished ADIZ,L Area Drain FINFLR/ FFFinish Floor POL. Polished AFF. Above Finished Floor FIXT. Fixture P.T.D. Pape Towel Dleponser A.H.U. Air Handling Unit FLR Floor P.v.C. Polyvinyl Chloride ALUM, ALAluminum GALV. Galvanized PTD. Painted ANOD. Anodized GL. Glass R. Riser APPROX. Approximately GIRD. Ground RA. Return Air ASB. Asbestos GYPEDJGEGypsun Board RAD. or RRadius ASPH. AepM It H. High RC. Reinforced Concrete ASST. Assistant HDWR Hardware RD. Roof Drain GATT. .Battery Hill. Hollow Metal REEL. Reflected BD. Board 14ORIZ. Horizontal REFRIG. Refrigerator BLDG. Bullding H.PT. High Point RET. Retaining ELK., BLKGEIock, Blocking HCT Hollow Clay Tile RM. Room BM. Beam H7. Height R.O. Rough Opening eni BOT. Bottom HW... HigHVoot RWDP. Rain Water Drain Pipe BR Brick H.VH. e SCHED. Schedule BRIG Breaker I.D. Interior Design S. DIIIGS. Structural Drawings BR.IZ. Bronze IDIA.AD.lnside Diameter SERV. Service STW. Between INSUL Insulation SH. Shower CEM. PLAS.Cement Plaster INT. Interior SHT. Sheet G.C. Center to Center JAN. / J. Janitor SIM. Similar CEM. Cement JT. Joint SLID. sliding CERT. or C.T.Ceramic Tile KIT. Kitchen S.N.D. Sanitary Napkin Disposal CG. Corner Guard LAV. Lavatory(Washbasin) SN. DISP Sanitary Napkin Dispenser CA. Gelling Height L.C. Laundry or Linen Chute SOAP DISPSoap Dispenser C.I. Gast Iron L.P. Low Point SP. special CJ.. Control Joint LT. Light SPECS. Specifications CL .Center Line L.V. Low voltage SPIC. sprinkler CLG. Calling M. Meter(s) SQ Square CLR Clear MACH. Machine S.S. Service Sink CMU Concrete Masonry Unit MAS. Masonry SSTLJST.ST. Stainless Steel COL. Column MAX. Maximum STL. Steel COMP. Compressor MG. Medicine Cabinet STN. Stain CONC. Concrete MDF. Main Distribution Frame STOR. Storage CONT. .Continuous MECH. Mechanical STRUCT. Structural CPT. Carpet MECH. VENTMachanlcal Ventilation SUSP. Suspended DET. Detall MEMB. Membrane T. Tread DF. Drinking Fountain MFR. Manufacturer T.O.G. Top of Curb DIA. or DDlamee MGR. Manager TELE. Telephone DIR Director MIN. Minimum TEMP. Tempered DN. Down MISC. Miscellaneous TH. Threshold D.O.Door Opening MM. Millimeter(a) THK. Thick D.U.H. Door Opening Height M.O. Masonry Opening T.O.S. Top of Slab D.O.U.I. Door Opening Width M.T. Metal Threshold T.P.H. Toilet Paper Holder DR Door MTD. Mounted TRANS. Transformer DWGS. Drawings MTL. Metal TR4N. Transom EA. Each MULL. Mullion TRZ. Terrazzo E.J. Expansion Joint N.I.C. Not In Contract T.O.W. Top of Wall EL. Elevation NO. Number TYP. Typical ELEC. Electrical NOM. Nominal Dimension UR Urinal E.O.S. Edge of Slab N.TE. Not to Scale V.C.T. vinyl composition Tile Ea Equal O.C. On Center VERT. vertical EQUIP. Equipment O.D. Outside Diameter VEST. Vestibule ESCAL. Escalator OFGI Owner Furnished Contractor Installed V.T.R. Vent Thu Roof EX. Exposed OFF. Office W/ With EXH. Exhaust OPNG. opening W.C. Water Closet EXIST. Existing OPPAD. Opposite Hand UP. Wood EXP. Exposed PASS. Passenger WA. where Occurs EXT. Exterior F.C. Precast concrete WP. Waterproof FIB Food 4 Beverage PDILGS. Plumbing Drawings W.R.M. Wet Riser Main PL- Plt �unoial on RIM11 J-;�Ozqvvj THESE PLANS AND ALL'PROPOSED WORK :WN Y ARE SUBJECT TO ANY CORRECTIONS 9' +L ,s lViSION REQUIRED BY FIELD INSPECTORS THAT i°Tai�i E, . AD C+7PAF A MAYBE NECESSARY IN ORDER TO R�:r. By COMPLY WITH ALL APPLICABLE! CODES, oAr�� s�� r A R I V's, _ E KLPT ON JOB OR WILL BE MADE _. E i::1I ISSUANCES DATE TITLE BID PERMYr CONSTRUCTION xw WUQ o b Ld ZZU W U UP U)a�a A<C0 ; o N 00 U O Un a j — /� THE USE OF THESE PL�pryS MD SPECIF- ICATIONS SHALL BE RENSTRICTE➢ TO THE ORIGINAL SITE FOR W I.0 TM PREPARED AND PUBLI�, TIDN TEYHEREOWEFRE IS EXPRESSLY LIMITED 10 SUCH USE. - REPRODUCTION, PUBL,?CATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN Pr_ WITHOUT EXPRESS WRITTEN CONSENT. BY THE ARCHITECT IS STRICTLY PROHIBITED, TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE. ARCHITECT WITM]UT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS, r4 O O O \O "> p � w CQ w �Myvs� U c, w Qr � � o a 91 - t at, tl TO IT" J'tTCIE CotT NT 0 FLI(" RID.A.lt.. ------- — REV: 6, .. 6" P.C. CONCRETE PAVEMENT-- 3000 P.S.I. (MIN.) — — — — — NO 'ITT 8" STABILIZED SUBGRADE FBV 50 (MIN.) COMPACTE"TO 98% MAX. DENSITY PER _ AASHTO T-180 COMMERCE CENTRE DRIVE NOTE: — -- -- _— ---- -- — 1. SAWCUT JOINTS AT 15'-18' MAX. — - — — SPACING WITH EXPANSION JOINTS — — AT INLETS, CURB LINES, AND AT BREAKS BETWEEN POURS. WIDTH OF JOINT 1/4 INCH. DEPTH OF APPROX. — — — — — — — — — — — —R/W LINE 1 /4 SLAB THICKERS. ■ _ -- -- - — — — _ — _ — _ -_ — 2. ALL SURFACES TO BE BROOM FINISHED — — TO PROVIDE NON-SKID SURFACE — EX ST I -- -__ �- cn TYPICAL CONCRETE PAVEMENT -q I DOUBLE DETECTOR CHECK O SLOPE TOP I I - - - - - AND UNDERGROUND FEED TO FIRE LINE L CONC. 30'-0" 24''-4" I ASPHA 6"- STEEL BOLLARD I FILLED W/ CONCRETE II ■C;B, I zo'—o" -- I ---------- o NEW CONC. II " y I - - - - - SERVICE YARD PLANTING AREA l I v _ = a cuRH dIIII IIII11.. °I ° 11 II I III 1II1I1 5. —III vial RAMPBOLLARDS-TYP OF 4 blI. CONC. W/ -III I I I I I= IEf =MESH I1 -s III III-1 II1-1 -III=III III-1 � 1- BOLLARD 0 ROOF OVERHANG CL EDGE OF SLAB COLUMN 0LLArD FLAN DETAIL TABLE OF SIDEWALK JOINTS TYPE LOCATION P.C. AND P.T. OF CURVES "A" JUNCTION OF EXISTING & NEW SIDEWALKS & EVERY 30' B.. 10'-0" CENTER TO CENTER ON SIDEWALKS SCORED DURING PLACEMENT OR SAWCUT WITHIN 24HOURS OF PLACEMENT. 6" LINE FOR ROOF TLOOPE ° DRAIN LATERALS DOCK TIE TO C.H. 15'-6" COVERED LOADING AREA 16'-0" TYP. MIN. ZURN DRAIN MODEL Z-1 89 i OIL/SEDIMENT INTER EPT TIE TO CB W/ 6 LINE G.H. F.P. & L. T ❑l. DOCK 8" LINE FOR ROQF w FIRE LINE WATER SERVICE W SIAMESE CONN. J PLANTINP II SANITAR J DRAIN LATERALS, EDTTCATION i TIE TO C.B. _Q 0 fTl i 0 C 7 D 1/8" PER FT. SLOPE MIN. EET GRADE UNLESS II ' '"-_ '"- ' ; III: OTHERWISE �� =1111 Illli SHOWN 4" LATERAL FOR C E ' T ROOF DRAINS - TYP OF 7 � J S CLEAN AND GRADE , 6x6x10/10 WWF 25 -0 SUBGRADE MIN. 95X MAX DENSITY PER AASHTO T-99 2500 PSI CONC P.T. ---TYPE "A" JOINT SECTION A-ALo (RC K SALT INISH) PLANMER PLANTING AREA W w z R 4' o 6'0" 10' F_ 0" '--4" LATERAL FOR 8" LINE FOR RDOF TYPROOFOFRAINS - TYP A- R/W LINE NEW ISTING TYPE "B" JOINT SIDEWA SID WALK P.C. A TYPE "A" JOIN PLAN L_ o� zQ - v 00 Y-1 b . o /4" PREMOLDED o EXPANSION JOINT MATERIAL PER SECTION TYPE "A" 932-1.SPECIFICATIONS.D... SM. TYPE "B" SIDEWALK JOINTS DRAIN LATERALS 50'-0" TIE TO C.B. CONC. PATIO UNDER AWNING (ROCK SALT FINISH) EDGE OF WATER OP OF BANK 10' �- CONC. SEATING AREA (ROCK SALT FINISH) CONC. WALK BROOM FINISH TYP. / ,I L_ — FT= EXIST. PAVEMENT, CURB AND STRIPING (' MATCH EXIST. SIDEWALK NEW CONC. WALK EXIST. CONC. WALL{ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ':OUERED BY FIELD INSPECTORS THAT SARY N ORDER To SITE 'PL A l� T a'x " Y WITH � H`SALL APPLICABLE CODES. EX. PUTTING GREEN J f THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REPRODUCTIDN, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITE➢. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS .WITH THE ARCHITECT WITHOUT PREJUDICE. 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II... c 1402; LARGE j LARGE J: LARGE j SNIPPING 2 -I CLASSROOM 01 cLAssaooM 02 - - —1 RECEIVINGHAI FIWj 1 134 j 135 j 1 I 1 L Mro M.T. r I23 'd-v I1b YJ SHIll LADDER TO LANDMG AT a1 III ? I, j II . — , i W 0' AFF. W TH LADDER TO ROOF. ! li I j 20'-4n 20'-4" n'-®A 34 _2n n'-0" I I II n'-®" 34'-2" I. I ly j 1�• m F II I I I li I I i I I I 3'•0 x 3'•0 ROOF HATCH •REFER 1'70 FK TIONS. lYP «'LAR'sE I I I 2 I I Oil — — 4'-0u j j I i I• j [�, c R0�..1 j l 1. j 1 MOVABLE PARTITION TRACK (TYPICAL OF7) AT •15k''— ,; I GEILWGABOVE. LOADING AREA !' � LOADING li ;. �i TYPICAL STRUCTURAL STEEL COLUMN REFER TO I III `f ^t ��• I /1 5;. ! STRUCTURAL DRAWINGS FOR SIZE AND SPECS_ M7. p•14 1402I ----- TELE I / m 1® TYPICAL OF THREE (3) AUDIO-VISIL4L SCREENS TYPICALHEDULEANCOILINGDOORREFERTO = 2 I 125EMIP L-------------------- • = FIN SOFFIT 'WE DOOR SCHEDULE AND DOOR TYPE ELEVATIONS. _ u / / _ _ - il�__---- - ------------- - --- 4-- -- --- --- - -- a CEILING ABOVE I . IABOVE 20 4 /.. 20' 4" 8' 4n 8 8 - - ------ ------ - -------- - --- -- - i02'_4'I-------------' j --- ---- -- - `--- -- m1D 14n -- - ------ L- --- -- - -------------- ---- I C ----- ------ - ---- ----- -- ------------ .— J �� / / ° Rul ---- --------ITLME-- -- N - I � SOFF ABO T. no 11 M.T _0,�4„ �� M.T. I 'IF Q e m i 1 1 j /.i I I I E _ L UL — �} IZNI CMU. WALL ° — 12"W. CMJJ: WALL I 1 1 6 x 6.I STRUCTURAL COLUMNS. REFER TO 6= ca�nne I STFEICTUR4L DRAWWA 4 WALL SECTIONS. ++ 1 'III I DS o x 36 H. T'U06LAR ALUMINUM RAILRYx •� I LL1 m j' IC 11 �. I BLAB EDGE BELOW. D y DER TO EXTERIOR ELEVATION FOR PROFILE-- ' - ---- -------- - '* ---N -------------- -- ---- ----- --- ----- 'k -------------- = N O. s—._:_._._._._._._._._._._._._.—._._._. _._._._:_.—._._._._._._. _. ,r.a __—. _ _ _. _ _-.-_ _j--_ ------ L — -- ----L----- - -- ---- —--bITUCCOCLADBTEELIBEAMABOv£ T -- --- - ------ ------ - -- - ----- - ---------1-- _ O ----------------- -- -- — — — ----_ ROCfOVERHANYsLNABOVE —'y___ 4 STL. COL.Lm TL- COL D STL. COLUMN STL. LW1N ----- STL. COLUMN r------t--- ---- ------ v � I'IWO(ZJIiE?10VABl.ESECIIONSOF1Uuax3'-0°H. ! I II --- ---1----II---r___----- CQ 1 4 STL. CQLUMN � BTL. COLUMN S STL. CQLUMN Si COLUMN a I i RIVER TO ECM ELEVATIONS 4 �PLA�ry�ACE°- 411 19 -4 I 9 4 4 I N6 Il Ib 11 I I 0 n -m I6 11 i� .p C W I n ._ n I_ n v n I_ n I_ n I n 1 1 I oil oii 51'-a" 201_89 g' 0n 2V-411 4'-011 26'It -a" �'.011 21',Ou LA 12'-4" LOADtlV6 SPACE � I 311-4• 102'-4n x 212'-ON ICI ®` THESE PLANS AND ALL PR)POSED WORK ARE SUBJEC TO ANY COF RECTI NS REQUIRED B FIELD INSPE TORS THAT MAY BE NECE SSARY IN OR ER T COMPLY WI ALL APPLIC BLE C DES, I =v I i � l PI I -- -'- -- -'-- I Refer to sheet A-4 for Floor Plan III STL- COLUMN door and storefront #; symbols. �4' Z i THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METE®➢, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITE➢. TITLE TO THE PLANS AMID SPECIFICATIONS'. REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. o � M Or?w`r' Con cisrw ci3 �t W cis gKI Gq t�\ 1� DRAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NCTMBER A-1 OF 00 7 TYPICAL 24" x 24' ACOUSTICAL PANEL CEILING SYSTEM. MR TO FINISH SCHEDULE i SPECS FOR CEU-ING TYPE 7 REVISIONS n TM F. T)ATR. C ♦. RI 11 TYPICAL RECESSED SOFFIT DOU.NLIGHT, REFER TO ELECTRICALI LIGHTNG PLANS ■11■■■■■■■■M MESON ■E■■■■' �► I!!I■11':::■■:nE■:::■■ ■■:IN ::i■■:::■■:::II■■fII11 ® IIItM■,■�:,TUTU!::iNO nomN■;:::■ ■■i:MIN■:::: II �N',:::,I■®'- BEE EXT. ELIEVATIONS 4 SECTIONS. MEN M Z. 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REFER TO SPECS. Reflected Ceiling Plan Legend: 7-0' X 7-9 LAY -IN ACOUSTICAL TILE CEILING 02EF932 TO FINISH SCI EDI ILE i INTERIOR DESIGNERS DRAWINGS. 7-0' X 7-9 RECESSED FLUORESCENT LIGHT FIXTURE. © REFER TO ELEC. / LIGHTING PLANS E SC4 EDI 7-0' X 4-0' RECESSED 191100 SCEM LIGHT FIXTIRE REFHR TO BEG. / LIGHTING PLANS E SCHEDLLES. SLRFACE OR PENDANT MOUNT® FLUORESCENT STRIP � LIGHT. REFER TO 9.EC. / LIGHTING PLANS E SCHMIL ES. ® SLRFACE OR PENDANT MOUTED 17 X 17 Ni HALIDE LIGHT FIXTIRE REFER TO EEC. / LIGHTNG PLANS E SCHED. SURFACE / PENDANT MOUNTED Fill RJR TO EILC. / LIGHTING PLANS E SC-EDLES. —o— WALL WASHER. REFER TO ILIGHTING RECESSED AS PLANTS E SCHEDULES RECESSED DOWN.IGHT. REFER TO EXEC. / LIGHTING PLANS E SCHI — SLRFACE MOIRNTED FII REFER TO ELEC. / LIGHTING PLANS E SCHEI RECESSED TOILET EXI-IALST FAR REFER TO B.EC. / LIGHTING PLANS E SCHEDU ES. A/C SUPPLY GRILLE REFER TO MECHANICAL PLANS. A/C RETURN AIR GRILLE REFER TO WC14ANICAL PLANS, rrr� e�AIM�,M ®N � �_,J IIIIIu11x111111�IIIIIII1111111u1111111111111111n11n11RIll.� II■MEN :no■ni - oouo a■e■�■■a■�_ eown noo ■.noe■■Nlewo■el■■,uo■■■ '—:nI11n1111111111111WII111111Nlllllrl---IIIIIIIIIIIIIIInL � JIIIIIIIIIIIIIIIII;�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�:111111111111111111111111101111111111111111I;�IIIIIIIIIIIIIIIIgL ■_■■■■■■■■■■■■■■■_ me INS Emu ro- _,� ... . '■ton Done.■■oo wo■■'mo No ':wore non oreo repo,■ �� ■■■ O■ hnnnunniunnnmllnnmm�nnnnnngC==. :::i0IN■ ow :::i::■= - o■O■O , , ■■ _ . 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REFER TO III SECTIONS I I nnnn•,mnml mm�n nnnnunml I I n nnummnnmmmnmmnnnnnLnnnumnnnnnnunnnnnunmm�nu Y.,Inlllllllllllllllllllllllllllllllllllll11111111111 ..�... ■-...�C FOR , ♦ PROFILE. =■■ IN :E...... nil mauwunnmumnmBUSH HIM ���� ������ ■... nl irr 1 mom III■���I�Illt�l■���5�� 211111111111111111 ■ • Ir ■u OWN ■•■ ■ ■N■■ ■w�lls�llll�����������li�■sI� sO ' ■■■■.U-NE"EZN■�i■'':Eaitfl 1�■■ :: G r Iin= BOB li■sa ■�e���1�i1 W rri���ll■M�■ ■���������v��tll�lll�l ■'i'e1Cl■N■■■■■■■■le'.Sim mem MEN '■II ■■■■ •■■M ■:ee6■■■■■ln,: ®■Iie9B■' ■'■we!��lorlll�'or,e�u■':��:eu'� ■___ _■1 a - _.Ii■r.:.��0 ■■■ ■®■:nnriunnnnnnll Bnnnnnom■n� ••'n.nninunnmm�m�•rrx,�unnnnmm�nnn;Rol ,r<mm�ltflmmnmlL:.� TYPICAL 24" x 48' RECESSED FLUORESCENT LIGHT MIXTURE. REFER TO Iii PRIM. u♦- l it - it � ■____■ NON JIM � I : II11111111011 MENEM I 1 nI11111111Dlllllllnll1111111111111 l II IINIR..INIIIIIIINIIIIIIIIIIIIIIIIIIINIIIIIInflnlllllllllnllllllllllllllllllllllllllllllllllllllllllllllllllllllllllDl�... : 11111iMniillillllllllllllllllxlnlllnllillllllilllli li ial ii II II 1111 IIIUII I noon■■' wI■nn'. WE �Yulnnnnmm�urlmm�nmm nnmm nn unluxnu u l n l l u l n n nnm mmm�nlnnir ne moo. n nr II��'It■I��II■,rs� =■ 1��■■■�1..,- , a e -- I nnII1111111nfI11111N11111■IIIInnIII1NIIIIIIIIIIBIIII1111111Ullllnnl111111 IIIIIIII111111111■OIINIIII➢IIIn110111111111111111111nI111111mnII1111DN11 1111111111111110--:IIIIIIIIIIIIIAlI1111111111111111111Illllmll.Ilxlllllllllllllllllllll=nlllll111 AIA 119 C REFER TO KEYED UALL SECTIONS FOR .DECORATIVE I 4x 4 WOOD BRACKET. �I�I _■� as EI'�:■■ EXPOSED STRUCTURAL STEEL COLUMNS. I : C kL1xIVIN:i A REFER TO STRUCTURAL DRAWINGS AND EXTERIOR ELEVATIONS. e I / J l CiL{ w OPEN L66IN6 ToPP06€ fl M 311 X 34 111 R OF Ay' TEXTURE INDICATES TYPICAL EXT. CEMENT i ` STRtIFTM ABOVE• _ HAT -11 Of III PLASTER (STUCCO) SC Ii FMISN REFER TO - - UTALL SECTIONS FOR CONSTRUCTION 1 F1R G�ILINYs I j i / \ i � I TYPICAL CONT. STUCCO CONTROL JOINT (ZINC) a INTERSECTION OF WALL TO SOFFIT. / \ SEE TYPICAL WALL SECTIONS. 1 11 _\ EILE.h ME RIM Jura \ EGI TYPICAL STUCCO SOFFIT CONTROL JOINT. i ®■■■■■■ MEN ow EMM IN EEO ■■® nsi oo0' ou _i mu■' un. ■■■ONE ■■■I■ ■:::■ ■in= is::I■ ■:::I ■■�■::I'■■■'MEN■ 0 MEN 10191 ■oSEEMS M w�I■■Nl�a 000 m I■eum ■IL.. ■ Kill ■■■■loom SRO :9001 oom ■ smo�mmo MEN, ■:n iSC■1:n'�MOM E:■ ■ Mnl■��!MEN ':■■:n ■I ®■■■id ' Mbi■■■■O ■w�lls�llll�����������li�■sI� sO ' ■■■■.U-NE"EZN■�i■'':Eaitfl 1�■■ :: G r Iin= BOB li■sa ■�e���1�i1 W rri���ll■M�■ ■���������v��tll�lll�l ■'i'e1Cl■N■■■■■■■■le'.Sim mem MEN '■II ■■■■ •■■M ■:ee6■■■■■ln,: ®■Iie9B■' ■'■we!��lorlll�'or,e�u■':��:eu'� ■___ _■1 a - _.Ii■r.:.��0 ■■■ ■®■:nnriunnnnnnll Bnnnnnom■n� ••'n.nninunnmm�m�•rrx,�unnnnmm�nnn;Rol ,r<mm�ltflmmnmlL:.� TYPICAL 24" x 48' RECESSED FLUORESCENT LIGHT MIXTURE. REFER TO Iii PRIM. u♦- l it - it � ■____■ NON JIM � I : II11111111011 MENEM I 1 nI11111111Dlllllllnll1111111111111 l II IINIR..INIIIIIIINIIIIIIIIIIIIIIIIIIINIIIIIInflnlllllllllnllllllllllllllllllllllllllllllllllllllllllllllllllllllllllDl�... : 11111iMniillillllllllllllllllxlnlllnllillllllilllli li ial ii II II 1111 IIIUII I noon■■' wI■nn'. WE �Yulnnnnmm�urlmm�nmm nnmm nn unluxnu u l n l l u l n n nnm mmm�nlnnir ne moo. n nr II��'It■I��II■,rs� =■ 1��■■■�1..,- , a e -- I nnII1111111nfI11111N11111■IIIInnIII1NIIIIIIIIIIBIIII1111111Ullllnnl111111 IIIIIIII111111111■OIINIIII➢IIIn110111111111111111111nI111111mnII1111DN11 1111111111111110--:IIIIIIIIIIIIIAlI1111111111111111111Illllmll.Ilxlllllllllllllllllllll=nlllll111 AIA 119 C REFER TO KEYED UALL SECTIONS FOR .DECORATIVE I 4x 4 WOOD BRACKET. �I�I _■� as EI'�:■■ EXPOSED STRUCTURAL STEEL COLUMNS. I : C kL1xIVIN:i A REFER TO STRUCTURAL DRAWINGS AND EXTERIOR ELEVATIONS. e I / J l CiL{ w OPEN L66IN6 ToPP06€ fl M 311 X 34 111 R OF Ay' TEXTURE INDICATES TYPICAL EXT. CEMENT i ` STRtIFTM ABOVE• _ HAT -11 Of III PLASTER (STUCCO) SC Ii FMISN REFER TO - - UTALL SECTIONS FOR CONSTRUCTION 1 F1R G�ILINYs I j i / \ i � I TYPICAL CONT. STUCCO CONTROL JOINT (ZINC) a INTERSECTION OF WALL TO SOFFIT. / \ SEE TYPICAL WALL SECTIONS. 1 11 _\ EILE.h ME RIM Jura \ EGI TYPICAL STUCCO SOFFIT CONTROL JOINT. i ®■■■■■■ MEN ow EMM IN EEO ■■® nsi oo0' ou _i mu■' un. ■■■ONE ■■■I■ ■:::■ ■in= is::I■ ■:::I ■■�■::I'■■■'MEN■ 0 MEN 10191 ■oSEEMS M w�I■■Nl�a 000 m I■eum ■IL.. ■ Kill ■■■■loom SRO :9001 oom ■ smo�mmo MEN, ■:n iSC■1:n'�MOM E:■ ■ Mnl■��!MEN ':■■:n ■I ®■■■id ' Mbi■■■■O ■'■we!��lorlll�'or,e�u■':��:eu'� ■___ _■1 a - _.Ii■r.:.��0 ■■■ ■®■:nnriunnnnnnll Bnnnnnom■n� ••'n.nninunnmm�m�•rrx,�unnnnmm�nnn;Rol ,r<mm�ltflmmnmlL:.� TYPICAL 24" x 48' RECESSED FLUORESCENT LIGHT MIXTURE. REFER TO Iii PRIM. u♦- l it - it � ■____■ NON JIM � I : II11111111011 MENEM I 1 nI11111111Dlllllllnll1111111111111 l II IINIR..INIIIIIIINIIIIIIIIIIIIIIIIIIINIIIIIInflnlllllllllnllllllllllllllllllllllllllllllllllllllllllllllllllllllllllDl�... : 11111iMniillillllllllllllllllxlnlllnllillllllilllli li ial ii II II 1111 IIIUII I noon■■' wI■nn'. WE �Yulnnnnmm�urlmm�nmm nnmm nn unluxnu u l n l l u l n n nnm mmm�nlnnir ne moo. n nr II��'It■I��II■,rs� =■ 1��■■■�1..,- , a e -- I nnII1111111nfI11111N11111■IIIInnIII1NIIIIIIIIIIBIIII1111111Ullllnnl111111 IIIIIIII111111111■OIINIIII➢IIIn110111111111111111111nI111111mnII1111DN11 1111111111111110--:IIIIIIIIIIIIIAlI1111111111111111111Illllmll.Ilxlllllllllllllllllllll=nlllll111 AIA 119 C REFER TO KEYED UALL SECTIONS FOR .DECORATIVE I 4x 4 WOOD BRACKET. �I�I _■� as EI'�:■■ EXPOSED STRUCTURAL STEEL COLUMNS. I : C kL1xIVIN:i A REFER TO STRUCTURAL DRAWINGS AND EXTERIOR ELEVATIONS. e I / J l CiL{ w OPEN L66IN6 ToPP06€ fl M 311 X 34 111 R OF Ay' TEXTURE INDICATES TYPICAL EXT. CEMENT i ` STRtIFTM ABOVE• _ HAT -11 Of III PLASTER (STUCCO) SC Ii FMISN REFER TO - - UTALL SECTIONS FOR CONSTRUCTION 1 F1R G�ILINYs I j i / \ i � I TYPICAL CONT. STUCCO CONTROL JOINT (ZINC) a INTERSECTION OF WALL TO SOFFIT. / \ SEE TYPICAL WALL SECTIONS. 1 11 _\ EILE.h ME RIM Jura \ EGI TYPICAL STUCCO SOFFIT CONTROL JOINT. i ®■■■■■■ MEN ow EMM IN EEO ■■® nsi oo0' ou _i mu■' un. ■■■ONE ■■■I■ ■:::■ ■in= is::I■ ■:::I ■■�■::I'■■■'MEN■ 0 MEN 10191 ■oSEEMS M w�I■■Nl�a 000 m I■eum ■IL.. ■ Kill ■■■■loom SRO :9001 oom ■ smo�mmo MEN, ■:n iSC■1:n'�MOM E:■ ■ Mnl■��!MEN ':■■:n ■I ®■■■id ' Mbi■■■■O : on 'weri ''.r■o ;soon commo I No no MC30 mom ■:: a■■�":■■■oson I' son ■■IL'= " 4, E:::o■■■:vl■■■o BOOM Mao■■EMMENS ■ :a■ ■■'s1W umm■■■■man SEE! ln, wru nr too Ens sus ■ON ne ■n ME MEN No :NEWMo■M n:■ECM::■ :0 IMMUNE oo 'wsm ■es I■n■ _':■ =s:s —•sn : ■■■■1■■■■■■■■M ■■::e■i®�( willI■ nr rn ■n u s' n■ n■ ■MEN ■■■■■0■■■■■■ ■MEMO ■0■■■■■■ M:::EllE■:::■■cl■Cot :■ ■n:o�■■■:::'■■■ :='■ ■ ME ■■■ _'�_ loommommomm■ ■■■■■■MENNE■■ ■:::o■■■ MEN NONE :::■ ■RON memo ■■:n'■■e■ ::■ ■ � ■ EI�mMl■■ OEM■■■m■■■■■■ ■■O■■■O■■NON■ ■ _ ue ■mm ■■■■ ne nr mom ■■■■ m u ■ow ■ ■ 1 MEMNON NONE MONSOON [IN SON I in in MONSOON s■o■■■o■■■a■■. ■■■ ■■❑■■■■■■ ■,_ no no on■■■ n■'i�■■ nr■ ■ mom E■NIn:II:pImmoIN■ ■EMI■■■■■E■MM■■■ LMETAL FRAME CANVAS AINI STRUCTURE. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR - TO CONSTRICTION I II I I VERIFY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, II — - - -- _ 1°' -— II FY IN SOFFIT riANS AND ALL PROPOSED Iiii c SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION W zW O q O W v a U U W Lr U W O Ua W ft3 THE USE OF THESE PLANS AND SPECIF- ICATIDNS SHALL BE RESTRICTED TO THE --.ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS .EXPRESSLY LIMITED TO SUCH USE, REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AN➢ SPECIFICATIONS SHALL :CONSTITUTE PRIMA FASCIE EVI➢ENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. r4 0 „ tV W M con N Vkiiiiiill as �r a � o w c3 c� ^, c `fl ct Q O kn DRAWN BY SCALE Kill CHECKED BY DATE DRM 01-15-01 M&A No. "000 00000 SHEET NUMBER A-2 OF 00 THE USE OF THESE PLANS AND SPECIF- ICATIDNS SHALL BE RESTRICTED TO THE --.ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS .EXPRESSLY LIMITED TO SUCH USE, REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AN➢ SPECIFICATIONS SHALL :CONSTITUTE PRIMA FASCIE EVI➢ENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. r4 0 „ tV W M con N Vkiiiiiill as �r a � o w c3 c� ^, c `fl ct Q O kn DRAWN BY SCALE Kill CHECKED BY DATE DRM 01-15-01 M&A No. "000 00000 SHEET NUMBER A-2 OF 00 DRAWN BY SCALE Kill CHECKED BY DATE DRM 01-15-01 M&A No. "000 00000 SHEET NUMBER A-2 OF 00 I 4'A L � j TYPICAL OVERHANG:—F—T- I I I — — I DASHED LINE INDICATES PROFILE OF EXTERIOR ' WALL LINE ERLOIA I 4' , I TYPICAL SLOPED ROOFING SYSTEM: I STANDING SEAM ALUMINUM ROOFINGSYSTEM ' I OVER 5:12 TOP CHORD SLOPED PETAL TRJSSES AND/OR MANSARD TRUSSES. '.. n „ i t n „ IY TTP N'-011 OF BEAM Z— —- ! — 11 — —— — — — — — — — - I I 1 1 F DASHED LINES INDICATE PIPING FROM OVERFLOW SCUPPER TO THRI-WALL ESCUTCHEON ® EXTERIOR WALL. REFER TO EXT. ELEVATIONS FOR LOCATIONS. TYPICAL FLAT ROOFNG SYSTEM: MEM5RANE ROOFING OVER SLOPED INSULATION OVER LIGHTWEIGHT CONCRETE TOPPING OVER METAL DECKING. FEFER TO WALL SECTION 4 SPECIFICATIONS, F- 36 IW x 36L 5EL CURB NG E F LASH NG ROOF ACCESS NATCa ('61-CO" OR APPROVED EQUAL). sn -m 44t,8n i0P Cf BEAM +TYPICAL OVERHANG TYPICAL OVERHANG I 1 oo 0/0 I i I I j I 1 I, I n n �I 1 I I 1 A•16 �� II 1 1 gLOPE "COVEGa'ED ENTRY" I s 1 ROOF l TO R PITGH I � I 1 1 _711M Ell IIIII'll�\ � ��I�Q.'IC'�il�i�li�li�li����'�IR��■I■\�ii� 1 I -.._. _ _- __ I��iii//�����I� _.__ R I t0, i7PICAL OVERHANG: I ! I I I " ��lill�lllllllllll1111IIIIIIIIIIIIIIIIIIIi1111111�1'IIIIII111�1111% � I� II it P.II ifX, `+ °°,� I' IiDOiTEDL1CATE FROM 'OF. \,...I INESMD PPMYs.. RO. ,A'�Fr mss. zl . IN I.U. RAM A IS LEADER'MIX �.'.. I'I ... � ce I I' IA f I ' LI. '�'. �'. 1 �' i/'. '. �' `.\' 't, ,, d� 5✓.E ., �% f.n...--^^.^r �r,, :.!'.�. A.� I I f } r� I = � II It I � . • ' `: I . '� �� ti�r'M�,.�-,. � si�.M �, ..���il�",g;x�'{��3cYo Jif�_ III iA! //. . GONT. C 1 1 iCL I I I IH I ' I I o.l I.'CONT. CAW STRIP _'OPI Coordinate ALL roof penetrations (i.e. RTU ducts, ":I,I ---_- i roof drains, roof scuttle, roof vents, etc.) with Structural steel joistltruss locations, al I I I ' I � q I --------- - - - —- - - -- It Tf ill f� t COLUMN BELOW F I I'-�i" TYP.OVERHANG TOP OF STEEL BEAM I j I I TYP. � LI 1 L 121-0 102t.4" I / O � � S r, is l --- r f .. 't , I =77— II I I "vr za \ n: II I - FLANS AND ALL PROPOSED Wu. �ICOLIMN SLOW S:JBJECT TO ANY CORRECTIONS .� p10a ABED BY FIELD INSPECTORS THAT I T7P.OVERHANG 5E NECESSARY IN ORDER TO 'LY WITH ALL APPLICABLE CODES 4� 1YP. uFvrctnTvc ISSUANCES DATE 1TTLE T:m �w.> fz U U � o aa>n U O F' a � THE USE OF THESE PLANS AND SPECIF- ' [CATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH. THE ARCHITECT WITHOUT PREJU➢ICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. M O � '_I w U1 �a ct CCS ra a.i pq O 0 a 1-1�T O N t� F--d I i i L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ry CDO OO O OO OO OO ' g -- I --- I04 103 III --------- J.III L_____ J YL 1 JJ____1___J I T 1 1 \� I L 1 LL I LL 1 I LL 1 1 ✓:' EIM WALK •: 1 1 1 1 1 1 1 ; �� 1• 11 I I I I I Iy I I IL I: LL I'`-�-�A I Iy I LL li 11 I SJ 1 1 yJ 1 1 I §IMAUI 1 II mlJ I � 'u 'I rT .T. i T i i q, I I�, q, I Ii1 •. I I I i iL Ii IJLI L____ _ ____L ---_-J ---- __A___ ___J LI v___S- ��I CMFLMR -_ --- I lCLU3 REPAIR TESTING LABOATOY Aa r- , 3 LJ` -------- ----- ---` - ---I II ---------------------------- -- I I I'I I'I II 1 it r I r I I I I La �a �a a G > J I I=== f - -- —_= =='I I - --r r I� 1 ii ii 139 - - �}I� 1 i' D O O I r� T I I r ,r P P 6 A ___--____ � I I T I I. I I I t I I I L_< J __A__-A___J____J L-- A A' I ' � ElYIRY '' I LL. I L/ I LL 4r I 1J I ��3J I L__J L_-__ J _ T__ , I II 1 I'i 1 I '.r li rT I. .IrT 7i l 7i ,ti Ir , — — — — — — — — — L---- ----- -- -J. I. O i , I: (--—.-----L. lir __ _ _i �L—� I. 11 I I I I': I I r_____________r /��I/�p(�/j (��I�� /��I(I�/�� _____ I j�{/��\/ 511112:3/�L im]/�Y6 YWS�r�CI --t r w --T. ,il `T`-JT 'T'--` i 1.. I'V"/ lO lO IM10- I06 ---------- o -L-__ --- A --- J _ ___ _-_-- 1 _____ _____ __ _ O 102 l - 13 I ----- _-- _ LISRARY RECEPTION 102 101 ll __ _ ___ A _ _ I oll _ I o 0 _ I I I I I y l ADMINISTRATIVE STAB _I - - - _ _ _ _ - —, Symbol Legend: - ROOM SYMBOL OW R6FER TO FINIS14 SCHEDULEPROJECT Yti I o..... OM SYMBOL REFER TO DOOR SCHEDULE PROJECT MANUAL. STOREFRONT SYMBOL RE99Z TO STOR692M RaATIONS 009PARTITION TYPE SYMBOL �OOREFER TO PARTITION DETAILS IIN, • •. : • 7 a G DETAILREFER TO SECTIONS SHEETS A-14 THROUGH A-16. I R15iii TO KEYED DETAIL a, OXINTERIOR •SYMBOL .u., Partition Legend: 771 FF7777 1 TYR NICK B' OR 17 CONCRETE MASONRY WALL REAR TO STRUCTURAL DRAWINGS. TYP. METAL STUD PARTITION WITH 4M. FIBERGLASS e ISOLM INSULATION. BMW GYP" BOARD 6 ABOVE FINISH CEILING Fire Rated Partition Legend: roI PARTITION NO. PIIe RATING 146 STO RATING PARTITION TYPE SYASOL LI ETYPE DESIGNATES I W. RATING REQUIRE). REAR TO PARTITION TYPE DETAILS A-13. N Lr1ETYPE DESIGNATES 2 HR. RATING REQUIRED. 2 — — -- — — REFER TO PARTITION TYPE DETAILS A-13. .11111111WIN111 1 1,:_ILLi11I11 I I I LJ 11A6 • • • ■N■■■■■■■m INS I■N■■1 ■■ei■r9mmms ��■ �i ,T ' r I 41 i 4r I qr I n•." , 111 I JL I' Lip � LI/ ,iJ I Q.J 1 JJ I II : I I y II ly I �_✓ I I I � I I �I I I. 1139 I f Ilj I all ''Ip I I� I 1 111 1 41 I I,; ^ I IT 1 - L� I IT L� 1. IL 1. L� IT I L� l l 1. I 'll �J I l l `aJ I �J I 1 1J PLANM 1�- ra' T I I�T \\\\ LV 11 II T 1 I Ly 1 I T 1 1 1 I. LL 1 I T 1 1 I I LL l l 1 I I SJ I 111 1 VJ I 1 1 I SJ I I I I �J I ( ,n r// 1 IL 1 1 SI ILJ �1 1 - 11 1 n,, 11 wll '-�-dL I JI-L JI'L I bT I IT 1 1 JI I /II I /�,A011 /�I. i IT IGy,/ilil �Ir 1 II I I lJ Ip- 1 I ' L Lu I:. LL SJ SJ �1 I11J I I I I 131 11 I I 111 j II 1 III l3AG 100 ------ l -- - -------- n�---- l l 132 \-- --- ---- -I-- - ___ ____ ____ __ ___ r ______ r r_ , 132 132 LOUNGE L ---- ----- --1 C II r`__ _ ____ _____r r___ ______ ______ _r I I I V I I 131 l l l l l PRE -FUNCTION 132 II I I A I I I I l l l l _J L--------------------- L 1 I I ` 1 1 LJ , l _ __ __ ___ _ __ __r _ _ 33 0 �A I -- IA -_ _ a= -- m a= _ __ == 43 ---------- __ LOUNGE 01 _ _ ___ _ __-_ __ l SL�L 12% -- -- --- --- . ; -- -- --- ---I --- --- , 133 - - -- 133 134 --1 ---- - --- 134 -135 ---- -- -- -- 135_ _ PI Jn � Jam_ J Fa a=a F��Lra rl a I 'IIII �^- p _____ 1 r__I_L r1 __ J--- A -- J -_11 II II Y ul _ 1 ___J L_____ JL____--_JL _ y J' II II II j I II 1 , III II II - i i i II 1. i i i i i II I IINI y -- , I L 1 _'r JL__ JL J L JL _17 _1_ J L__1 _ rA _ JL _J L A IF J_L �JL _J A JLJ_ J L__ LJL JL _J L _JL _AJ J I p p l �-- i T- 1 I r i L--T---I JL---`---JL J L I 1 I l0 1 1 ry Y I I 1 u u I 1 0 1 1 I II II I I I 123 l l l l ll l l E _-'___ �L JL L JL_ A I , _ 1 l u l I I I I I , II II 11 rl I ry e l � I II I � ry 1 0 1 I _ 1 __ ____J LARGE ____ ____ } II r , I /Lrr�y�^p'. L___ 1____ ___ JL /_yJ ��I pA�O/ry��/py� CLASSIMM01 j CLALFUCSS OO 02 l LIVLFNT7ICWYIUCVL. 03 l ham. .> L-. La Ga ha L �. L h Lam. ha � La L > La La L Lam, a L L-FLa. Ga La La La La La. Y I -1 I _ _ I I HANDLING r a-�_i�n _ ,rr � L _:r 133 r J -,r'- -5r�- 4 ti r- f L r�J__ ,_ _' 'r � r'__J 5r'--'--',r'�''-4 ', Ir'_-,'_` iY - - Sr _-n 135 = L I26 1 3 II li III 1 m II II 1 1 tl 1 1 I II s i___ yA A J L A A I J ____ ____ _____ _____ L r yJL _ 1 _J L _JL_ ___JL�_ T J.:L_ -II �A-_ _ A___ __J L___ JL _-__ _JL T JL__T___ I I 1 i i Ili a i I i i I i lii lii i i i lii i I JL__._____i L------- A------- JIL } JI,L__i___}JL------- JL___ J L___ _JL____ _JL+___I. J IL__i__ }JL ___-- -------J L _____A ���G-�, L-IP.J,. O J-- JL J L_ JL----- JL L JI I. II II I J �J I E i 1 1 III H I I 1 1 I L- - - l - --_- l _J L--1---1A------- J�------- J L _JL_______ ______ _ Y �._ ' L_ i___'JL__ L_ J L_______JL_______A I__1 i .L____A------- LOADING - QOCK l l 123 „�. _ _ �n _ _ -_ tl:__., tii �_ SI-; r'_ IY__ ,x _ _Jr r__ __L��__ _ __,7,7_J_w „r__k_L_L.,�__ _ _ Sr: __,n ,, __�,__�_ __Llrr'-�_F__:n _ L_J _ u u._L__ 125 qp 'L_ 1�L J--JI---_--_-J L------_A- JL1_ J 1 II W l III l 1 II 1 0 X - b B II l III B 1 II tl 0 II 1 m I tl y_ 1 L_ t___I A__ A _____J L______.JL_______JL1___t J IL__t___I 1_____. JL_______J L _____A_ _ __AL-__Ih__J l l l l THESE: PLANS AND ALL PROPOSED WORK am TE3E ARE SUBJECT TOANY CORRECTIONS .. EQUIP. EOIIIP• r rlr,.�Ilr �lYirs -- 1-----A-------J�' L JI'•L-----'JL-------A-------J �------- ---1---� J�'IL_----IJL------- -----. L--1------------- - - REQUIRED BY FIELD INSPECTORS THAT 124 125 '- ;L ------ --- -- __ ------------------------------------J l l L MAY BE NECESSARY IN ORDER TO I24 --- - J------------ ----- - -- J `-------- ------------------------- - --J L- - COMPLY WITH ALL APPLICABLE CODES. %��� ♦ J ____ _____ II ____ __<_ - J ___ 0 A - ---------- - ---- --- --- - ---- l 0 It 133 133 134 OI 135 135 I' E F E F I E F �� -- -- Refer to Project Manual for Dom SMICE Schedule, Hardware Schedule, --! ----- ------------------- ----------- ---- - ---- - Door Types, etc.- - - ----- ----- ------ -------� — — — — — — — — — — — — — — — — — — — -- ------i-- -----— — — — — — — — — — — — — — — — — — --- ---------------__J - - - - - - - - - - - - - - - - - L Z . InA N."-a i + E 33 `<.&z R`�I Ire re., III w 7 THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. E-I con O O Ir 1 T V ` DRAWN BY I SCALE Ki CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-4 OF 00 Finish Schedule WALLS CEILING I II I CEILING ROOM ROOM NAME FLOOR BASE REMARKS NO. MATERIAL FINISH MATERIAL flN/SH HEIGHT I CERAMIC TILE WOOD GYPSUM BOARD PAINT GYPBUM BOARD PAINT u II'•r AND HEIC" M. -®° + SOFFIIB / f.£FER t0 WALL SECTION FOR "LOBBY° CEILMG PRGFILE 100 LOBBY S RECEPTION p 1 " ION REC�TION CARPET WOOD GYPW BOARD PAINT TYPE I ACOUST. PANEL' CL& - 9'-®" I 1 J I 102 LIBRARY - - - VINYL COMPOSITION TILE VINYL GYPSUM BOARD PANT TYPE I AGWSi. PALL CLCx 9'-0" - --- I03 COMPUTE32 TESTING LAB" CARPET VINYL G1'P°uUM BOARD PAINT. TYPE I ACOUST. PANEL CLG. 9'-011 VISITING IIIi „ 104 CLUB REPAIR LABORATORY VINYL COMPOSITION TILE VINYL GYPSUM BOARD PAINT TYPE I ACOIST. PANEL CLG. - - - - S'-0" -- - - - - - iJ // 'u ARPEBOARD PAINT i -- - 106 OFFICE CARPETWOOD GYPSUM BOARD PAN TYPE ACOUST. PANEL' CL5% - INSTRUCTORS 105 ADMINISTRATIVE STAFF CARPET WOOD GYPSUM A P T TYPE I ACOUST. PANEL CLG. I. ---- ------------------- -- -'_-- _-'--____- CARPET WOOD GYPSUM BOARD PAINT TYPE CLG. 9'•0° � � 107 OFFICE — _ _ ^ E P i i 108 OFFICE CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. S'-®" I I I' COPY ROOM II5 - -- --- --' --- -- -- -- --- --- -- ----i 109 OFFICE CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. - - - ^ 9'-®• ---- ----- ---- '---- ----- ----I-- - --- - --- -- I - --- - ----- - - -- - - ----- -- 111 IiA11 CARPET WOOD GYPSUM BOARD PAiNT TYPE I ACOIISL PANEL - ----. g_m TYPICAL FLOOR MOUNTED PLASTIC LAM. __ _ IIO OFFICE •�EL'i FIN TOILET PARTITIONS. REFER TO SPECS. S ----- - j CLG. - - - S'•m" GYPSUM BD. FINISH HEADER a V-0" AFF. 112 INSTRUCTOR OI CADET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. - - - - g'-0" I _ � '` � JI3 INSTRUCTOR 02 -- _ ' � `� ! � CARPET WOOD Gl'P81P1 BOARD PAINT TYPE I ACOUSi. PANEL CLG. - - - ^ 9'-0° ' '-_ ' I'. ' ' 5'- " 11'-3 1/7" ------ - --- 114 INSTRLICTOR 03 CARPET WOOD. GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG.. - - - - 311e" - 3 " - 31Aj" 115 COPY ROOM CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. - - - - I � 116 VISITING INSTRUCTORS CARPET woo GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG - - - - 9'-m° 117 CORRIDOR CARPET WOOD GYPSUM BOARD PAINT TYPE I ACCIAT. PANEL CLG. - - - u' i i i ', i REFER 10 5PEC8 FOR pCCUbiICAL PANEL CEILBYs DESCRIPTION - 3 Ik • --- --- - y 118 N13V L c g-m ---------- `' I I 1 I I I a \° � ,, ' I � 131 °� ; I ; I 119 ..WOMEN CERAMIC TILE CERAMIC TILE SEE ID: DRAWINGS VERIFY II ACCUST. PANE - - - ^ . ______ � _ � w ' I 1 YERPi' WALL FMIbH WITH MTERIOR DESIGIffR'b DRNIIMCdx � I � i CERAMIC TILE CERAMIC TILE 8EE iD. DRAWII�S VERIFY II AOOJSi. PANE I CLG. ---- 9'•0" S. / \ - - - - - - _ _I I _- _ + - - - _ - . I20 BREAK ROOM VINYL COMP051TION TILE YNYL GYPSUM BOARD PAINT TYPE f ACOUST. PANEL CLG. - _ - 9'-0" REFER i0 SPECS FOR ACOUSTTCAL PANEL CEILMG DESCRIPi OPL 'VcRiFY WALL FINISH W11H MIERIOR DESIGNER'S DRAIIIMGb. 121 SERVICE VESTIBU.E VINYL COMPOSITION TILE VINYL GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. •. ° 6. MIRROR S i i i �, - i. 9CPoffiBABLE ACOUSITCAL PAHEL CEILMG - REiR TO VINYL COMPOSITION TILE VINYL GYPSUM BOARD PAINT III AGAJSr. PANEL CL - 8' - - ^ -m" CORRIDOR I -- i I MiEWOR DES GNER'S DRAWMGb 122 PREP KITCI-Bd --------- I` - - TAYL R" BAR I EbL.-fR - "BI L5EY 123 SHIPPING RECEIVING SEALED C04MTE SKIMCAAT STUCCO PAINT EXPOSED TO STRUCTURE , II% I' e I I F is 1AYLOR" BARRIER -FREE BILEYEI. `_ � - - - �- �! i I24 ELECTRICAL EQUIPMENT 'SEALED CONCIiEtE ExPo&ED MASONRY PAINT EXPOSED t0 511iUCTURE b'-I" 4' 4° I- k i --^ -__- 125 TELEPHONE EOUIPMENT SEALED CONCRETE - EXPOSED MASONRY PAINT TYPE I ACOUSi. PANEL CLG - ROUGH OFI 3V2 I I ! L------------------------------- 126 HANDLING VINYL COMPOSITION TILE VINYL GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG. - I ' 71. m 127 LOUNGE 01 CARPET WOOD GYF'&lM BOARD PAINT TYPE I ACOUST. PANEL CLG. - ig 3V211 - - RWL ___-- _ --- --- CERAMIC TILE CERAMIC TILE GYPSUM 50AM PAINT TYPE 1 ACOUST. PANEL CLG. - - ----------- --- - a TOILET VESTIBLLE I _ � - � c�:i jI � !b FINISH / I�I£R i0 SPECS FOR ACCU671CAL PPlffiL CEILMG DESCRIPTION. I29 WQN�f$-TQII.I='( CERAMIC 11LE CERAMIC TILE SEE ID DRAWINGS II ACOUST PANEL CLG. 9'-0" --------- ;z ------ _ ,- --- n1 �Y HEADER AT a'� PAMi VERIFY WALL FHNISH WITH INTERIOR DESK3gR'6 DR/dUMGB. - - -- -- - -` ---- J------ r --- GYPSUM BD. • 129 A JANITOR CERAMIC TILE CERAMIC TILE GYPSUM BOAS PAINT 1YPE I ACOUSL PANEL CLG. - - - ^ 8'_0" �_-- _ _---- NO FINISH / - - - ^ �� DER i0 SPECS FOR ACOUSTICAL PANEL CEILMG DESCRIPTION I en �I' m ;; UFP R CABINETS O I ,u 8 m AFF. ,n -------------- 130 MENS TOILET CERAMIC TILE CERAMIC TILE SEE ID. DRAWINGS PAS AGOUST. PANEL CL 9'-0 YEW WALL FINISH WITH INTERIOR DESK aS DRAWMGS I' SINK DISHWASHER -------------------- 131 LOUNGE 02 CARPET WOOD GYPSIAM 80A� PAINT TYPE i ACOUST. PANEL G G - - - I I `_____________ REFER TO KITCHEN LTANT'SDRAWINGS FOR "FREP KITCHEN" EQU1 T 4 EQUIPMENT ' 132 PRE RNCTION CARPET WOOD GYPSUM BOARD PAINT TYPE I ACCUST. PANEL CLG I BREAK RM m PREP KITCHEN C _ _ STTACAER - 10 m" I - , RE[WIREMENT6. 133 LARGE CLASSROOM OI CARPET WOOD GYPSUM BOARD PANT TYPE I AMIST. PANEL CLG - REFER TO, WALL SECTION FOR CEILING FROFILE q "-, ,A - - i � u'-0 ro-®^ r -_ - p ; --- 134 LARGE CLASSROOM 02 CARPET WOOD GYPSUM WARD PAINT TYPE I ACOUST. PANEL CLG u, ®ro ®° 1 ro ®° REFER TO WALL SECTION FOR CEILING PROFILE. 9'-10 " 5'-®" f 11'-II° 24'-4" 135 LARGE CLASSROOM O3 CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOAT. PANEL CLG - - - - bTA GER - 0'-0 REFER TO WAIL SECTION FOR CEILING PROFILE 31y 3 - 31� 1111 0------------------------- ------------- 136 SMA11 CLASSROOM OI CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL CLG - _ - ^ 10'_0" u " I 127 Y 137 SMALL CLASSROOM 02 CARPET WOOD GYPSUM BOARD PAINT TYPE I ACCUST. PANEL G.G - - - - �'-0" - - -- ,zp.*•; STAGGER-W-01 ------------------------------ I3B CORRIDOR CARPET WOOD GTFI BOARD PAINT TYPE I ACOI PANEL CLG. - - - -40 X X 40 REFER 70 FEFL. CEILING PLAN FOR CEILING PROFILE. -r j M - `n SERVICE VEST. 139 SMALL CLASSROOM 03 CARPET WOOD GYPSUM 50ARP. PANT TYPE I ACOUST. PANEL CLG. - - - - 10141 i i I COUNTER WITH CABINETS BELOW � � i i ' I4O SMALL CLASSROOM 04 :. CARPET WOOD GYPSUM BOARD PCLG. PAINT TYPE I ACOUSi. PANEL - - - ^ �'-®° I - ';� I21 I O ------------ SINC 23'-2 1V2" 141 SMALL IXACARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL G.G: - - - - 31/7 METAL 142 SMALL CLASSROOM 06 CARPET WOOD GYPSUM BOARD PAINT TYPE I ACOUST. PANEL C.I.G. - - - - dl'•m" _THREBFL--- ----- ---- TYPICAI.4'11 51UCC0 FN MASONRYSILL PROACTION. REFER TO FLOOR PLAN I I AND STRCTI RAL DRAWMGB. SHIPPING _ (T I III �RE�EIVII��I HANJII I i NOTES: 1 123 126 • COORDINATE ALL FINISHES WITH INTERIOR DESIGNER'S DRAWINGS AND SPECIFICATIONS. Z „ ab 11411 _ V_01 - ..n Enlarged10, Floor \ L / h Schedule Accessary Legend: ----% / — ---%� / /--- q) WALL MOUNTED SOAP DISPENSER REFER A TO SPECIFICATIONS. 8"W x V-0"L. WALL MOUNTED FRAMED I1/" Or -WO © POLISHED PLATE GLASS MlRIM 54 -FID: OR© SEMI -RECESSED TOILET PAPER DISPENSER 4201 REFER 70 6PECIFICAIIONS. B H 115110 x 4211L STAINLESS STEEL GRAB BAR WIC, H M 3 REFER TO SPECIFICATIONS. O Nj14 x 361. STAINLESS STEEL GRAB BAR ! _ REFER TO SPECIFICATIONS. C -ATktifO FLOOR MOUNTED PLASTIC LAMINATE FINISH 4 TOILET STALL PARTITIONS. REFER TO SPECS. TOILET PARTITION MOUNTED DOUBLE SIDED TOILET PAPER DISPENSER REFER r0 SPECIES REFER TO 5PECCSPAPER TOWEL DISPENSER41 THESE PLANS AND ALL PROi,� RE SUBJECT TO ANY CORRECTIONS H.C. Stall Plan and Accessory 'Locations H.C. Stall Fixture and Accessory Mounting Heights REOUIREDBYFIELD INSPECTORS THAT x m ff MAY BE NECESSARY IN ORDER TO t COMPLY WITH ALL APPLICABLE CODES, a"I E 1 i PIK = (:: I "oPlan and Elevations ISSUANCES DATE TT1LE BID PERMIT CONSTRUCTION W �-1 W� HUB V ,0 WZ�� N• �W 0 ate° CC1 THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE REPRO➢UCTION, PUBLICATION OR RE USE BY ANY METHOD, IN WHOLE OR IN PART, .WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITE➢. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS: � O O Q1 11-----iiCn�—+ Cn r--� w c W � a � DRAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000- 00000 SHEET NUMBER A-5 OF 00 F7 9 11 IL I IV III -- _-� IL n r�L MEN's RESTROOM —ADMINISTRATION AREA SCALE: 3/8"=1'-0" PARTITION BEYOND A� \ \ \ OPEN \ 1 2 �\ WOMEN's RESTROOM —ADMINISTRATION AREA U // co \ I \ OPEN n 2 3 D WOMEN'S RESTROOM SCALE: 3/8"=1'-0" // \ \ \ OPEN h =r 1 �, MEN's RESTROOM 2'_0„ 0 I 0 I 0 0 I co 2 3 SCALE: 3/8"=1'-0" 0 I c O I 0 c*� 3 SCALE: 3/8"=1'-0" yl'_n" 0 SINK 000o a 127 D co E 1 PREP KITCHEN SCALE: 3/8"=1'-0" 1 E VISITING INSTRUCTORS SCALE: 3/8"=1'-0" 1 2 CHECK —IN — ADMINISTRATION l SCALE: 3/8"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDERTO COMPLY WITH ALL APPLICABLE CODES, SCALE: 3/8"=1'-0" I co T_ ,0 1 1/2" MTL. STUDS 1/2" GYP. BD. COVE LIGHT 1 COVE DETAIL • i SCALE: 1 1/2"=1'-0" 7 ISSUANCES DATE TITLE nm w z w� HUB z� E� o z U °� .a �aUa O aa>n o w v � a W THE USE OF THESE PLANS. AND SPECIF- ICATIONS SHALL BE. RESTRICTED TO THE 'ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 'REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TOTHE PLANS AND SPECIFICATIONS .REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. I N •--I Cj O M_ ct Q Q DRAWN BY SCALE KCG CHECKED BY DATE DRM 09-13-00 M&A No. 99000 00000 SHEET NUMBER' 4 mm OF ?. 0 0 I I� 11 1 SMALL CLASSROOM SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" SCALE: 3/8"-1'-0" DODO (: D BREAK ROOM SCALE: 1/4"=1'-0" p CLUB REPAIR SCALE: 1/4"=1'-0" r 0 I o rn SINK clT 000e Co 3 -0 3 _O-I r 1 B REPAIR 1 CLUSCALE: 1/4"=1'-0" THESE PLANS AND ALL PNUrw_. ARE SUBJECT TO ANY CORRECTIONS R-` )UIRED BY FIELD INSPECTORS THAT NECESSARY IN ORDER TO Y WITH ALL APPLICABLE CODES, 7 ISSUANCES PATE TITLE BID PERMIT CONSTRUCTION W HU u44 U U a U aa� THE. USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � O O N � 17 M � w v1 c os o►Zj '--� AA 0 Wo3 C'Z: con o a � Q DRAWN BY SCALE KCG NECKED BY DATE DRM 09-13-00 M&A No. 99000 00000 SHEET NUMBER A-7 9 OF 12'-0" 0 I 0 I 0 j O .r I m (A-s\ LARGE CORRIDOR k ti 12'-0" 0 I 0 I 0 1LARGE CORRIDOR 0 I 0 I o / o � / o / O \ I \ c \ I�1 1 SMALL CORRIDOR I c C SCALE: 3/8"=1'-O" 12'-0" 7 0 I c C SCALE: 3/8"=1'-O" 12'-0" 7 0 I o o /// \ Lo / /. \ \ 2 SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO'ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION U w vJ THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED, TITLE TO THE PLANS AND SPECIFICATIONS .REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE. [IF THESE RESTRICTIONS. � O O w y d' M ct a.)cn O o DRAWN BY SCALE KCG CHECKED BY DATE DRM 09-13-00 M&A No. 99000 00000 SHEET NUMBER A-8 10 OF Typical Exterior Elevation Notes: TYPICAL STANDING SEAM ALUMINUM RDOPMG SYSTEM VAEICOR METAL PRODUCTS, NV OR APPROVED EGWAL) WITH %YNAR 5W` COLOR — FINISH ('PAW GREEN" COLOR) FASTENED WITH CONCEALED FASTENERS. REFER TO SPECS. CONT. ALUMINUM DRIP FLASHING OVER CONT. FX FM. WOOD DRIP OVER CONT. 2X& FIN. WOOD — FASCIA ®� CONT. METAL FLASHING o ROOF TO WALL TYPICAL ALUMNr FR01E (UNITE 'KYNAR W9 FINISH OR APPROVED EQUAL) WITH FIXED, CLEAR TEMPERED GLASS AND APPLIED DIAGONAL (WHITE) MUNTMS. STUCCO FIN. STRUCTURAL STEEL BEAM. REFER TO WALL SECTIONS i STRUCTURAL DRAWINGS. STRUCTURAL STEEL COLUMN (PAINT). REFER TO STRUCTURAL DRAWINGS. { a o 1Y 5P TTPICAL ALUMINUM FRAME (WHITE 'KYNAR 5=-'FIN15H OR APPROVED EQUAL) STOREFRONT DOM W TH CLEAR TEMPERED GLASS. REFER TO DOOR TYPE £LE /ATIONS AND DOOR SCHEDULE. EXTERIOR TI .- SOUTH (SIDE) Elevations;Exterior Y st TY R ALUM. FRAME (WHITE) STOREFRONT DOORS WITH CLEAR; FIXED, TEMPERED GLASS. REFER TO DOOR ELEVATIONS AND DOOR SCHEDULE. 01 0II FINr PLR BLAB THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CORM 7 ISSUANCES DATE TITLE BID PERMIT. CONSTRUCTION > �r � w THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTE➢ TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREDF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJU➢ICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � � w C Con Ise o3 a d\ i� ^ O d1 O f� DRAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-9 OF 00 C IR a CAST BRONZE FINISH THRU-WALL OVERFLOW SCUPPER REFER TO ROOF PLAN SHEET A-3. SLOPMfi ALUM. LADDER FASTENED TO MASONRY WALL AND PARAPET, SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO CONSTRZTIOK REFER TO SPECIFICATIONS. "w� _: i li l,.l �i III I 7 Typical Exterior Elevation Notes: TYPICAL STANONG SEAM ALUMINUM RO0PN5j SYSTEM ("AMOOR METAL PRODUCTS, NC" OR — APPROVED EQUAL) WITH 'XYNAR 500" COLOR FINISH ('PATINA GREEN' COLOR)FASTENED WITH CONCEALED FASTENERS. REFER TO SPECS. _ CAST BRONZE FINISH TM -WALL OVEFFLOW SCUPPER REFER TO ROOF PLAN SHEET A-3. CONT. ALUMINUM DRIP PLASHIN S OYER CONT. — IX PIK WOOD DRIP OVER CONT. 7x6 PIK WOOD FASCIA N _ NOM. 44 DECORATIVE PIK WOOD BRACKETS. REFER TO SECTIONS FOR BRACKET PROPILE. — TYPICAL SMOOTH STUCCO FINISH. CONT. METAL FLASHING . ROOF TO WALL _ INTERSECTION. CANVAS AWNING STRUCTURE - PROVIDE SFTOP id — DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR m TO CON STFXTIOK a� v � � n _ STUCCO PIK'a CT A2AL STEEL BEAM REFER TO WALL SECT I STRUCTURAL ORAWNGS. I� 9 STPoICTURAL STEEL COLUMN (PANT). REFER TO STRUCTURAL DRAWNGS. Q - T— 7-OP BEBEAM — - — - — - — - — - -- — - — -- - — - — - — - — - — - _ - — - — - - — - — - — - — - — - — - — - — - — - — - - — — -.— — - - — - — -- — - — - — -.— - — -.— - — - - - — — - — — -- - — - - — — - — - -- — - — 74'�1 '?TOP BEAM IT - SLOPNG ALUM. LADDER FASTENED TO MASONRY 5 I i, A WALL AND PARAPET SIlB11t SHOP DRA)Ut"Ya6 TO ARCHITECT PRIOR TO CONSTRUCTION. REFER - TO SPECIFICATIONS. TYPICAL ALUMINUM FRAE(WHI1E KYNAR5mIFINISH - - OR APPROVED fOUAL) WITH FIXED, A �CLE CLEAR TEMPERED n GLASS AND APPLIED DIAGONAL (UNITE) MUNIFINS. rr _TTOP OF -BEAM TOP OF BEAM -- - - -- - - -- -- --- ----- ------------- H m' mll OF STEEL BEAM 1 Vi"/ REMOVABLE TIIBULAR ALUM. RAILING. ®, .� 6 "v �\ - a, ., ..:R° .,� - _ ' ® SUBMIT SHOP DRAWNGS TO ARCHITECT FOR APPROVAL PRIOR TO CMSTRUCTIOK p Lu s\ ml-mll fi FIK FLRSLAB - - - - TYPICAL STUCCO FINISH 4%MASONRY SILL PROJECTION. mom FIK F R L SLAB REFER TO PLOOR PLAN AND STRZTURAL DRAWING5 FOR EXTENT. 6 5 LOADING DOCK BUMPERS. OVERHEAD COILING DOOR REFER TO DOOR ELEVATIONS (61T. A-IU AND DOOR SCHEDULE EXTERIOR ELEVATION: NORTH (SIDE) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COD' ES, Exterior Elevations: South andli West THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS, M con c V3 cSi QM� O CON con �{ \fl h� DRAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-10 OF 100 A FLUSH SWING DOOR F SWING DOOR WITH 14" TEMF"D. GLASS NAESMOW VISION LIGHT 0 PAIR FLUSH, 5WING DOORS G OWING DOORiUTH IV' X IV' �` {" 1EMP'D. GLASS VISION LIGHT PAIR SWING ALUMNI FRAME WITH TEMPO. GLASS STOREFRONT DOORS H PAIR SWING FULL LIGHT FRENCH DOORS I D E SWING POOR WITH. '4" 'D. PAIR SWING AL MNUM FRAME WITH TEMPO. GLASS VII LIGHT GLASS: STOREFRONT DOORS OVERHEAD COILING DOOR WITH FLAT SLATS. SLAT SIZE TO BE DETERMINED BY MMU'. BASED ON OPENING SIZE AND WIND LOAD CRITERIA 1D oor Ty pie ElevationsI cez I �o L VARIES L am 804MU E 2'LL LL2' VARIES 2'LL IR004OU LLT P 2'LL II 111 I --- �� III-----�zugGtaP49 19 as L 3'-4" L MABOH�Y Ofi1Yx THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, MASONRY I MASONRY OFN'G. I � Lei u :���.,r -Z?_1_1 REpRO D� ULE REFpRDOOR TUE �� FwD \ I. r \ -L DOOR SCHEDULE DOORS FRAMES I HDW REMARKS no. wd. ht. thk. type mat. fin. I lab. head'amb sill type mat. thk. 100A PR3'-0" 1 11/2" C ALM/GL * — H-1 J-1 S-1 * ALM 4" HWA * BY MFR 100E PR3'-0" 8'-0" 11/2" C ALM/GL * — H-1 J-1 S-1 * ALM 4" HWA * BY MFR 100C T-0" T-0" 13/4" A SCWD ST 3/4HR H-3 J-3 S-2 1 HM 41/2" HW-4* W/ CLOSER 100D PR3'-0" 1 13/4" H, WD/GL PNT 3/4HR H-3 J-3 S-3 2 HM 41/2" HW-5* `W/O KICKPLATES 101A T-0" 7-0" 13/4" A: SCWD ST 3/4HR H-2 J-2 S-3 1 HM 41/2" HW-2 101E T-0" 7-0" 13/4" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-2 102A T-0" T-0" 13/4" A' SCWDI ST — H-2 J-2 S-2 1 HM 41/2.. HW-3 102E T-O" T-O" 13/4" A SCWD ST — H-3 73 S-2 1 HM 41/2" HW-2 103A PR3'-0" 8'-0" 11/2" C AL/GL * — H-1 J-1 S-1 * AL 4" HW-1 * BY MFR 104A PR3'-0" V-0" 11/2" C AL/GL I * — H-1 J-1 S-1 AL 1 4" HWA * BY MFR 104B T-O" T-O" 1314" A SCWDI ST — H - 3 J-3 S-3 1 HM 41/2" 1 HW-2 106A T-0" 7'-0" 13/4" A SCWDI ST — H-2 J-2 S-2 1 HM 4112" HW-3 107A T-0" T-O" 13/a" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-3 108A T-O" 7'-0" 13/4" A SCWD ST — H-2 J-2 S-2 1 HM 41/2'" HW-3 109A T-O" T-0" 13/4" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-3 110A T-0" T-0" 1314" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-3 111A T-0" T-0" 13/4" 1 A HM PNT — H-4 J-4 S-1 1 HM 41/2" HW-7 112A S-0" T-0" 13/4" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-3 113A T-0" T-0" 13/4" A SCWD ST — H-2 J-2 S-2 1 HM 41/2" HW-3 114A T-O" T-0" 13/4" A SCWD ST -- H-2 J-2 S-2 1 HM 41/2" HW-3 116A T-0" 7'-0" 13/4" A SCWDIPNT— H-2 J-2 S-2 1 HM 41/2" HW-2 117A S-O" T-O" 1314" A SCWDH-2 J-2 S-2 1 HM 41/2" HW-5 118A T-O" T-O" 13/4" A SCWDH-2 J-2 S-2 1 HM 41/2" HW-5 119A T-O" 7'-0" 13/4" A SCWDH-2 J-2 S-2 1 HM 41/2" HW-5 120A T-O" T-0" 13/4" A SCWDH-2 J-2 S-2 1 HM 41/2" HW-5 121A T4 T-0" 13/4" A SCWD H-2 J-2 S-2 1 HM 41/2" HW-2 121B T-0" T-0" 1314" A HM H-4 J-4 S-1 1 HM 41/2" HW-8 121C T-0" T-0" 13/4" A SCWD H-2 J-2 S-2 1 HM 41/2" HW-8 122A T-O" 7 O" 13/a" A SCWD H-2 J-2 S-2 1 HM 41/2" HW-4 122B 3'-0" 7 0" 13/4" A SCWD I ST — H-2 J-2 S-2 1 HM 41/2" HW-4 123A T-0" 7 0" 13/4" A HM I PNT — H-4 J-4 S-1 1 1 HM 41/2" HW-6 123E 8'-0" 8'-0" OH MTL PNT — * ` * * * BY OH DOOR MFR 123C 8'-0" 8'-0" * OH MTL PNT — * • * BY OH DOOR MFR 123D 3'-0" 7'-0" _ 1 /a" A HM PNT — H-4 J-4 S4 1 I HM 41/2" HW-9 123E T-O" 7'-0" 1 13/4" A HM PNT — H4 J-4 S4 1 1 HM 41/2" HW-9 124A T-O" T-0" 13/4" 1 A HM PNT — H-4 J-4 S-1 1 HM 41/2" HW-7 125A T-0"` T-0" 13/4" 1 A HM PNT — H4 J4 S-5 1 HM 41/2" 1 HW4 126A T-0" ' T-O" 13/4" 1 A 'SCWD ST 3/41HR H-3 J-3 S-5 1 HM 41/2" HW-2 129A T-0" T-0" 13/4" 1 A SCWD I ST — H-2 J-2 S-3 1 HM 41/2" 1 HW-2 129B T-0" T-O" 13/4" A SCWDI ST — H-2 J-2 S-3 1 HM 41/2" 1 HW-5 130A 3'-0" T-0" 13/4" A SCWDI ST I H-2 J-2 S-3 1 HM 41/2" 1 HW-5 132A PR3'-0" 8'-0" 1112" C AL/GL * - H-1 J-1 S-1 * ALM 4" HWA * BY MFR 132E PR3'-0" 8'-0" 1112" C AUGL — H-1 J-1 S-1 ' ALM 4" HWA * BY MFR 132C PR3'-O" T-0" 13/4" A SCWD ST — H-2 J-2 S-3 2 HM 41/2" HWA1 132D T-0" T-0" 13/4" A SCWD ST — H-2 J-2 S-3 1 HM 41/2" HW-4 132E T-O" T-O" 13/4" A SCWD ST — H-2 J-2 S-3 1 1 HM 41/2'. HW4 132F PR3'-0" 7'-0" 13/4" 1 A SCWD ST — H-2 J-2 S-3 2 1 HM 41/2" HW-11 _ 133A PR3'-0" V-0" 13/4" A SCWD ST 3/4HR H-3 J-3 S-2 2 HM 41/2" HW-10 133B PR3'-0" 8'-0" 13/4" A SCWD ST 3/4HR H-3 J-3 S-2 2 HM 41/2" 1 HWA0 133C T-0" T-0" 1314" A SCWD ST — H-2 J-2 S-3 1 HM 41/2" HW4 133D 133E T-O" T-W 14'-0" 7'-0" * 13/4" A HM PNT PNT — — * H-4 * J-4 S-1 1 HM * 41/2" ' HW-8 *BY MOV.WALL MFR 133F T-0" T-0" 13/4" A HM PNT I H4 J-4 S-1 1 HM 41/2" HW-8 134A PR3'-0" 8'-0" 13/4" 1 A SCWD ST 3/411R H-3 J-3 S-2 2 HM 41/2" HW-10 134E PR3'-0" 8'-0" 13/4" A SCWD ST 3/4HR H-3 J-3 S-2 2 HM 41/2" HW-10 134C T-0" T-0" 13/4" A SCWD ST I — H-2 J-2 S-3 1 HM 41/2" HW-4 134D T-O" 7'-0" 1314" A SCWD ST I — H-2 J-2 S-3 1 HM 41/2" HW-4 134E T-0" T-0" 13/4" A HM PNT I — H-4 J-4 S-1 1 HM 41/2" 1 HW-8 134F T-O" T-0" 13/4" A HM PNT I H4 J-4 S-1 1 HM 41/2" HW-8 135A PR3'-0" V-0" 1314" A SCWD ST 3/4HR 4-3 J-3 S-2 2 HM 41/2" HW-10 135E PR3'-0" 8'-0" 13/4" A SCWD ST 3/4HR H-3 J-3 S-2 2 HM 41/2" HW-10 135C T-0" 14'-0" * • • * * ' * • *BY MOV.WALL MFR 135D 3'-0" T-0" 13/4" A SCWD ST — H-2 J-2 S-3 1 HM 41/2" HW-4 135E T-0" T-O" 13/4" A HM PNT — H4 J4 S-1 1 HM 41/2" HW-8 135F T-O" T-0" 13/4" A HM PNT — H4 J-4 S-1 1 IHM 41/2" HW-8 136A T-0" T-0" 13/4" A SCWD ST 3/4HR H-2 J-2 S-2 1 1 HM 41/2" HW-2 137A T-O" T-0" 13/4" A ISCWD ST 3/4HR H-2 J-2 S-2 1 HM 41/2" HW-2 138A PR3'-0" 8'-0" 13/4" B WD/GL PNT — H-3 J- S-2 S-1 S-2 S-2 S-2 S-2 1 * 1 1 1 1 HM ALM HM HM HM HM 41/2" 4" 41/2" 41/2" 41/2" 41/2" HW-5* HW-1 HW-2 HW-2 HW-2 HW-2 W/O KICKPLATES * BY MFR 138B PR3'-0" 8'-0" 111z" C ALM/GL — H-1 J- 139A T-0" T-0" , .13/a" A SCWD ST 3/4HR H-2 J-2 140A T-0" T-O" 13/4" A SCWD ST 3/4HR H-2 J-2 141A T-O" T-O" 1314" A SCWD ST 3ATIR H-2 J-2 142A 3'4" 7'-0" 131a" A SCWD ST 3/4HR I H-2 J-2 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION L H H Q z -- w � > >� Z o WM�u W �a W �au a aa» o w H o w Q THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORMINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND. SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVI➢ENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. A-1 O O � d- W E-+ M ^ U coo cz w�aa H N OCA F� DRAWN BY SCALE CG CHECKED BY DATE RM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-11 OF 00 Yyn 5 0 L L C L n L n L L L 'gB 12" 12n LI I/jn , 5/8 �gn YTn , 1'/2R L II: TYPICAL I' I ( ° I TYPICAL I I I TYPICAL RIGID INSULATION CONT. TO UNDERSIDE RIGID INSULATION T. TO UNDERSIDE RIGID INSULATION CONT. iO UNDERSIDE I I I TYPICAL RIGID INSULATION CONT. TO UNDERSIDE TYPICAL 1 I I I 1 1 OF DECK I I OF ROOF DECK I I I I I OF ROOF DECK I I I I I I OF ROOF DECK I I I I "STUCCO FINISH PROVIDE MIN 8"W. FIBERGLASS MESH STRIP (EMBEDDED y2 GYPSUM BOARD C D TO 14 GALY. METAL "Z" FURRING 1 16" O.C. i r: T 6e" STUCCO FINISH. PROVIDE MIN. 8"Ul FIBERGLASS MESH STRIP (EMBEDDED Ua GYPSUM BOARD SCREWED 70 vB GALV. METAL "X" FURRING ® 16" O.C. T' a : j x: IN SCRATCH COAT) a INTERSECTIONS OF DISSIMILAR MATERIALS. PROVIDE GYPSUM E .CO RAND �; T: IN SCRATCH COAT) o INTERSECTIONS OF DISSIMILAR MATERIALS. PROVIDE GYPSUM BD. CORNER AND r: EDGE REINFORC T AS ICATED. l: EDGE REINFORCEMENT AS INDICATED. `a a: - i; CONCREtf BEAM OR LINTEL. RfffR i0 ' • .. .....' ...:.. CONCRfif BEAM OR LINTEL. REFER TO a CONCRETE BEAM OR LINTEL. REFER TO I CONCRETE BEAM 0 LINTE . REFER TO r:. STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS. CONCRETE BEAM OR LINTEL. REFER TO STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS. I i NE�STRUCTURAL 90 DRAWINGS. + . ' �Zn GYPSUM 0 I ya" PSUM BOARD SCREWED i �a°GYPSUM 1 Ue" BOARD SCREWED TO GYPSUM BOARD SCREWED TO �" i:: GALv. METAL 711 FURRING 0 1611 O.C. GALV. METAL X FURRING + Ib O.G. r . GALY. METAL "Z" FURRING 9 Ib" O.C. � � PROVIDE GYPSUM BD. COWER AND PROVIDE GYPSUM BD. COMER AND PROVIDE GYPSUM BD. CORNER AND � � � � E�� E�� � � �' mp�� N. mmr��ffi EDGE REINFORCEMENT AS INDICATED. EDGE �INFORGEMENT AS INDICATED. • - r:. EDGE REINFORCEMENT AS INDICATED. P.T. 2x4 WOOD NAILER CONT. OPN'G. P.T. 2x4 WOOD NAILER CONT. ,1 OPNY% '. CONTINUOUS SEALANT. CONTINUOUS SEALAN . ` CONTINUOUS ANT.. G INUOUS SEAL CONTINUOUS SEALANT. CONiINU0U5 SEALANT. N — — TYPICAL HOLLOW METAL FRAME SEE JAMB DETAIL FOR ANCHORING. N N I + TYPICAL HOLLOW METAL FRAME SEE JAMB DETAIL FORANCHORING. N + TYPICAL HOLLOW METAL FRAME SEE JAMB DETAIL FOR ANCHORING. N _ + TYPICAL HOLLOW METAL FRAME - SEE JAMB DETAIL FOR ANCHORING. iv I TYPICAL HOLLOW METAL FRAME - SEE + JAMB DETAIL FOR ANCHORING. — + I CONT. GYPSUM BD. EDGE REINFORCING. I CONT. GYPSUM BD. ENFORCING. I 1 CONT. GYPSUM BD. EDGE REINFORCING. I. I 1 CONT. GYPSUM BD. EDGE REINFORCING. n i I I 1 I EQUAL 5 i4u EQUAL �; EQUAL 58 i EQUAL EQUAL L L 5 /4 L L EQUAL EQU L L L 53/ 4 L L EGUAL EQUAL L 5 411L L EQUAL TYPICAL TYPICAL TYPICAL I TYPICAL TYPICAL 1 .�® B Hollow Metal ►Masonry . , 2 tali. Interior Hollow Metal I Masonry 3 . Hollow Metal i. I Masonry Large nClassrooms (41) Head Detail: Hollo Metal ► Masonry Large� � Hollow Metal I Masonry Classroomsto Exterior to Pre -Function _. GYPSUM BOARD SCREWED TOT/a` Va" GYPSUM BOARD SCREWED TOVI STUCCO FINISH. PROVIDE CORNER GALV. METAL FURRING ® 16" O.C. PROVIDE GYPSUM 6D. COMER AND V STUCCO FINISH. PROVIDE COWER GALV. Mf1AL RlRRINKx 0 16" O.C. PROVIDE GYPSUM BD. COMER AND REINFORCING 4 EDGE REINFORCING AS INDICATED AND AS REQUIRED. EDGE REINFORCEMENT AS'INDICATED. EDGE REINFORCING D AND AS REQUIRED. TIN 4 EDGE REINFORCING AS EDGE REINF-ORCEMENi AS INDICATED. (1) 50 VERTICAL FREIN & AT ALL JAMB (0 «5t VERTICAL RE NF'G. Ai ALL JAMB W 050 VERTICAL REINF'G. AT ALL JAMB (1) w54 VERTICAL REI F'Ca AT ALL JAMB (1) 90 VERTICAL REUF'G. AT ALL JAMB LOCATIONS - REFER TO STRUCTURAL LOCATIONS - REFER TO 61 RUCTURAL LOCATIONS - REFER iO STRUCTURAL LOCATIONS - REFER TO STRUCTURAL LOCATIONS - REFER TO STRUCTURAL Sj811 DRAWINGB. " I' DRAWINGS. DRAWINGS. DRAWINGS. "3�11 �— DRAWINGS. Syell DRAWINGS. '— — — CONTINUOUS SEALANT. - ��— 4 — CONTINUOUS SEALANT. — CONTINUOUS SEALANT. - — CONTINUOUS SEALANT. — 4 — CONTINUOUS SEALANT. ig FILLED HOLLOW METAL FRAME FILLED W METAL GROTFILLED HOLLOW METAL FRAME _ FILLEDMETAL � GROUT = a : a GROUT HOLLO L FRAME - - GROUT FILLEHOLLOW MfTALFRAME .o + WI7N MIN. 3 ANCHORS JAMB PER u ! �.. r+ u WITH MIN. 3 ANCH J MR JAM. u \ I H MIN. 3 ANGH JA W 7 ORS PER MB. u z,� :. \ u _ WITH MIN. 3 ANCHORS N ORS PER JAMB. �' r .. •r WITH MIN 3 AN JAMB. \ u CHOPS PER : z all r r � ?- r I e, �': to v k e a. all .. .... ... <,y,:, ... 3,>..,.::. .: ......>.. .. :,,,.:..,....,,. .... .. .....,.,.. .. ... .,e, ,.. ........ .. . .I, •. �,. — s 8 CMU. WITH FILLED CELLS ALL JAMBS. Cf ........ ........ ._ i .}.,: ....... , ",.,.,:, 8 C.M.U.CWITH FILLE CELL ALL JAMBS. . ._ ... ..FILLED • . ... . , .1.�. ,,, ,•,,,,.,, a 8 C.M.U.CMW. WITH LLED CELLS ALL JAMBS. .. �. �....... •. I. .: ..:. , ....,,.., I ,a S CMA. WITH FILLED CELLS ALL JAMBS. .. — . •.......... .. CML. WITH FILLED o 8 LLED CELLS ALL JAMBS. 1 �` 1 ,6, 5 �.-.-.- �.-.-.-� = � r.-.-.-� I � I � �- I I � CONTNUOUS SEALANT. CONTINUOSEALANT. L�U —CONTINUOUS SEALANT. CONTINUOUS SEALANT. LCONTINUOUS SEALANT. I I I I �� I _ I I Li L T 1- T� Y� TYP. TY, TY—p RIGID INSULATION CONT. TO UNDERSIDE RIGID INSULATION'C NT. TO UNDERSIDE P.T. NOK 2x4 WOOD NAILER 10 COWERS. RIGID INSULATION CONT. TO UNDERSIDE OF ROOF DECK OF ROOF DECK OF ROOF DECK ra" GYPSUM BOARD SCREWED iO 14" ya" GYPSUM BOARD SCREWED TO ve. RIGID INSULATION CONT. TO UNDERSIDE ya" GYPSUM BOARD SCR4RUED TO V" GALV. METAL FURRING ® 16" O.C. GALY. METAL FURRING ® 1611 O.C. OF ROOF PECK GALV. METAL FURRING a 16" O.C. PROVIDE GYPSUM BD. CORNER AND PROVIDE GYPSUM BD. CORNER AND PROVIDE GYPSUM ED. CORNER AND EDGE REINFORCEMENT AS INDICATED. EDGE REINFORCEMENT AS INDICATED. �a" GYPSUM BOARD SCREWED i0 I Va° EDGE REINFORCEMENT AS INDICATED. GALV. METAL "X" FURRING ® 1611 O.0 PROVIDE GYPSUM BD. COWER AND EDGE REINFORCEMENT AS INDICATED. O J � - Hollow Metal I Masonry O Jamb11. . Interior Hollow Metal I Masonry � oll fetal ► Masonr @ Lar e BOWIEy g O Hollow Metal � ( Masonry @Large Classrooms �'� ' ��, . Jab 11P,18117. Hollow Metal I Masonry Classrooms to Exterior to Pre -Function DASHED LINE INDICATES CERAMIC TILE FINISH s CERTAIN LOCATIONS. REFER TO FLOOR PLANS 4 FINISH SCHEDULE. FIBERGLASS BATT INSULATION - TYPICAL -- — ALL PARTITIONS (UNLESS DESIGNATED fig" STUCCO FINISH, PROVIDE EXPANDED OTHERWISE) FOR SOUND ISOLATION. METAL WING (ZINC) ;ONT. 4ROUND OPN'G. �$II DOOR OPN'G., SEE SCHIEDUL TYP. WELDED HOLLOW METAL WRAP- (1) 90 VERTICAL REINF'G. 4T ALL JAMB i AROUND FRAME WITH 1/2" BACKBEND. LOCATIONS - REFER TO 8 tRUCTURAL DRAWINGS. \� - --------- I A I — — _ TYPICAL JAMB STUD ANCHORS. PROVIDE 2 SCREWS MIN. ® EACH ANCHOR M r \ I \ l 1 yL 1�-IUN I- THESE PLANS AND ALL PROPOSED WORK — — w ' •: ARE SUBJECT TO ANY CORRECTIONS - �� a" CM.U. WITH FILLE CELLS G ALL JAMBS. REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO SPROVIDE EDDEL. COMPLY WITH ALL APPLICABLE CODES. 20 GAUGE GALY. METAL OVERHEAD ROLLING DOOR - REFER To DOOR SCHEDULE 4 SPECIFICATIONS. k STUDS ® EACH JAMB. TYPICAL li" GYPSUM WALLBOARD I FINISH. REFER iO FLOOR PLANS w 4 PARTITION TYPE DETAILS FOR SPECIFIC GYPSUM WALLED. TYPE. a, - _ SifEL JAMB ANGLES SUPPLIED BY ROLLING DOOR MANUFACTURER 11 Jamb _ . Hollow Metal I Metal Studs 2Jamb 0 Detail:Overhead Rolling Service Door ISSUANCES W z HU•r Cn cu'o a E-+ W U Q z �a � a t4 z w THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR. RE —USE BY ANY METHOD, IN MOLE OR IN PART; WITHOUT EXPRESS WRITTEN. CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PRE;AIDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EWDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. con d- w a> O CNN C% M_ � w w vcs �3 0 ct o PAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-12 OF 00 3 6 TY�PI 1%11 OR 11%11 1/2® :SBETMPIPON6 {." ALL NOTE' I I NOTE' J. THE FOLLOWIN's INFORMATION IS TO BE PRINTED AND BE VISIBLE ABOVE THE T r THE FOLLOWING FORMATION Ib TO BE PRINTED AND BE VISIBLE ABOVE THE PARTITION NOTES. CEILING ON ALL RATED PARTI710N6: CEILING ON ALL RATED PARTITIONS: I I '. , I. I _ I " . ' ".i I "ALL OPENINGS M THIS WALL SHALL BE PROTECTED PER UL. REQUIREMENTS FOR .�.'I "A OPENINGS IN THIS SHALL "ALL PE WALL ALL BE PROTECTED PER U.L. REQUIREMENTS FOR - T. II If ONE lU HOUR RATED: WALL.".:.I". I ONE (1) / TWO (2) HOUR RATED WALL.' L PARTITION TYPE DESIGNATED ON FLOOR PLANS BY: GALVANIZED STEEL DECK ON — PARTITION TYPE NUMBER i I GALVANIZED STEEL ROOF DECK I __- "` I '. H•c CONTINUE GYPSUM BOARD TO UNDERSIDE OF ROOF DECK AND FILL DECK FLUTE BAR JOISTS. SEE STRUCTURAL. $TC RATING FIRE RATING - ( OPENINGS WITH A U. L. APPROVED FIRE I CONTINUOUS 22 GAUGE GALVANIZED - ` T= I SAFINB MATERIAL FILL JOIST END AND DECK FLUTE I METAL RUNNER '"- = CONTINUOUS 22 GAUGE GALVANIZED _ y�ypy } r •• "•'.V,�.J.', OPENINGS WITH A U. L. APPROVED FIRE SAR G MATERIAL AT ALL FIRE RATED CONCRETE MASONRY 2. NOTE: I CONTINUE METAL STUDS To UNDERSIDE A OFSTEEL STRUCTURE ABOVE. I ---�i' METAL RUNNER y 1 PARTITIONS ; CONCRETE BEAM AND WELD PLATE PARTITION TYPE DESCRIPTIONS ARE NOT TO BE CONSTRUED AS COMPLETE 1 ASSEMBLY INSTRUCTIONS. CONTRACTOR 15 TO CONSTRUCT PARTITIONS r— ACCORDING TO THE COMPLETE ASSEMBLY REQUIREMENTS LISTED IN THE CONTINUE GYPSUM BOARD 6" -\ : 1= j TO FINISH SCHEDULE REFERENCED TESTING LABORATORY MANUALS. " E t_=' ABOVE HIGHEST ADJACENT CEILING: (I \ I II REFER FOR CEILING TYPE < HEIGHT. k _ :". \4Lz +_ _ _ ' I REFER TO FINISH SCHEDULE FOR CEILING �� 3. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING t FINISHING OF I i '. REFER TO FINISH SCHEDULE FOR CEILING TYPE HEIGHT. i TYPE W HEIGHT. i i GYPSUM BOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS TO ACHIEVE RATING INDICATED. 4. SOUND -RATED PARTITIONS SHALL BE SEALED TIGHT FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE 4 FINISH ALL GYPSUM BOARD JOINTS. CAULK AT PERIMETER 4 AT ALL PENETRATIONS. J. 1/2" GYPSUM BOARD APPLIED TO SIDES BOTH SIDES 22 GAUGE GALVANIZED `+c 1 5/B" GYPSUM BOARD APPLIED VERTICALLY AND SCREW ATTACHED TO BOTH SIDES �y 5. REFER TO FINISH SCHEDULE FOR APPLIED FINISHES IF APPLICABLE. k= -T___I `': METAL a 16" OC. OF 22 GAUGE GALVANIZED METAL STUDS 1 O.C.FOR E ': REFER TO FINISH SCHEDULE FOR T ACCEPTABLEREFETOU.L. LIST BOA1 MANUFACTURERS " APPLIED FINISHES. { 6. RUN STUDS, GYPSUM BOARD, AND ACOUSTICAL INSULATION FULL HEIGHT FULL tulcK GLASS FIBER BAtr INSULATION AT THOSE PARTITIONS �_ `I 4 , (TO UNDERSIDE OF GALVANIZED STEEL ROOF DECK) AT ALL FIRE REQUIRING A SOUND RATING AND/OR SOUND RATED PARTITIONS EXCEPT AS NOTED BY PARTITION TYPE. I 4" THICK GLASS FIBER BATT ... CONCRETE MASONRY UNIT OF SIZE 1. RUN CONCRETE MASONRY UNIT PARTITIONS FULL HEIGHT (TO UNDERSIDE PROVIDE 21h" METAL 6TUD BRACING TO _ \ j INSULATION AT THOSE PARTITIONS REQUIRING A SOUND RATING. I I I I I I AS INDICATED ON FLOOR PLANS. PROVIDE FLUSH, BAG RUBBED OF JOIST ENDS OR GALVANIZED STEEL ROOF DECK) AND PROVIDE ---------- OPPOSITE PARTITION OR WALL AT +_ i JOINTS ®EXPOSED GMU. WALLS. CONTINUOUS FIRE SAFING AT PARTITIONS REQUIRIWs FIRE RATING. '---------------- PARTITIONS WITH GYPSUM BOARD ONE SIDE ONLY. BRACE AT EACH STUD AT THIRD POINTS OF STUD SPAN I --�-"� I t= I I I CONTINUOUS 22 GAUGE GALVANIZED METAL RUNNER GALV. METAL FURRING CHANNELS S. METAL STUD SIZES INDICATED ON FLOOR PLANS ARE AS FOLLOWS: L__ _ AT.16 O.C.OWHERE APPLIGABL£. "21,111• 2�2 ACTUAL WIDTH CONTINUOUS 22 GAUGE GALVANIZED ( \,�,_. --�_} CONTINUOUS ACOUSTICAL SEALANT AT SOUND RATED PARTITIONS I I I i i I i I/2" EXPANSION MATERIAL " 1i " 3112 = 3 2 ACTUAL WIDTH METAL RUNNER 1� ` ' 6" = 6" ACTUAL WIDTH -- ' - CONTINUOUS ACOUSTICAL SEALANT ---I i! i I ----_ I CONCRETE FLOOR SLAB : p I III CONCRETE FLOOR SLAB. S. UNLESS OTHERWISE INDICATED 5Y PARTITION DETAIL, ALL GALVANIZED METAL -- CONCRETE FLOOR SLAB r W 6 STUDS TO BE A MINIMUM OF 22 GAUGE. '- L< .H--I LJ LJ METAL STUD PARTITION 1 40 METAL STUD PARTITION - ONE (1) HOUR FIRE RATED AND SOUND RATED CONCRETE MASONRY UNIT PARTITION NOTE, BASED ON U.L. DESIGN 1.1465 FIRE RESISTANCE OF CONCRETE MASONRY UNITS 1m1 METAL STUD PARTITION 51 METAL STUD PARTITION - ONE (1) HOUR FIRE RATED 401 CONCRETE MASONRY UNIT PARTITION Is BASED UPON THE AGGREGATE USED AND THE EQUIVALENT THICKNESS OF THE UNITS. ALL FIRE GYPSUM BOARD ONE SIDE ONLY BASED ON U.L. DE51GN U465 ONE (1) HOUR RATED RATED CONCRETE MASONRY UNIT ASSEMBLIES SHALL BE CONSTRUCTED WITH MASONRY UNITS CONCRETE MASONRY UNIT PARTITION TESTED AND CERTIFIED BY RINKER MATERIALS TWO (Z) HOUR RATED CORPORATION - CSR.RINKER OR EQUAL. 1 . M. Tyr' l Metal Stud Partition r 150 TTMetal Stud Partffion- 1 Hour Rated Al ° rONCRETE MASONRY UNIT PARTITIONS kGENERAL PARTIflo NINOTES i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ISSUANCES DATE TITLE BID H Q b y C E- W U Q W l O z rF� 0 QI F— aC40) P¢.. CC v � w a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBUCA71ON THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD; IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. Q-1 Q O N P'+ w M rn / °' ct w � C�s a.) o o Wclzs d- `, DRAWN BY SCALE KCG CHECKED BY DATE DRM 01-15-01 M&A No. 99000 00000 SHEET NUMBER A-13 OF 00 1� Detail. Typical Eave REFER TO SPECIFICATIONS FOR METAL ROOF DESCRIPTION, COLOR PANEL SIZES, APPROVED FASTENING, MANUFACTURER ETC. M. m � I 41 TYPICAL 34" EXTERIOR CEMENT PLASTER FINISH ON RIBBED WIRE LATH OVER MTL TRUSS 44 DECORATIVE WOOD BARCKET - SEE DETAIL REFER TO TYPICAL EAVE DETAIL 4/A 7 FOR TYPICAL MATERIALS, NOTES AND DIMENSIONS. v NOT: REFER TO STRUCTURAL DRAWINGS FOR BEAM, WALL, SLAB, FOOTING ETC. STEEL REINF'G, SIZES AND OTHER REQUIREMENTS. im TYPICAL ROOFING SYSTEM: ALUMINUM ROOFING PANELS INSTALLED OVER 40 MIL. 5ELF-ADHERING RUBBERIZED ASPHALT AND POLYETHELENE MEMBRANE OVER V EXT. GRADE CDX PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD NAILING SPECIFICATIONS. REFER 10 SPECIFICATIDESCRIPTION, COLOR ONS F METAL ROOF FASTENING, MANUFACTURER, SIZES, APPROVED ETC. ENGINEERED MIL. ROOF TRUSSES REFER TO STRICT. DW55. Svi" FACED FIBERGLASS INSULATION INSTALLED WITH (0) VAPOR BARRIER D OWK I REFER TO STRUCTURAL DRAWINGS FOR TRJSS TO BEAM ANCHORING REQUIREMENTS. CONT. CONCRETE TIE -BEAM. REFER TO STRUCTURAL DRAWINGS. 3 10'-2 5/16" TOP OF BEAM 9 FIELD VERIFY � -6 Cam. SUSPENDED ACCOUSTICAL CEILING SHEED. AUMIGL WINDOW - REFER TO FLOOR PLAN TYPICAL NOM. S" CMIL EXTERIOR WALL WITH HORIZ REINFORCING AT 16" O.G. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS. �" GYPSUM BOARD FINISH OVER "FI-FOIL" (OR APPROVED EQUAL) VAPOR SHIELD AA-2 INSULATION (R=42) STAPLED TO P.T. NOM. Ix2 WOOD FURRING; STRIPS AT 16" OL. TYPICAL NOM.12" CMIL EXTERIOR WALL URN HORIZ REINFORCING AT 16" Of- REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS. IR" EXPANSION MATERIAL. REFER TO STRUC U TYPICAL 4" CONCRETE SLAB ON GRADE WITH - TYPICAL 34' EXTERIOR CEMENT PLASTER FINISH 10/10 WWF. OVER CONT. 6 MIL. POLYETHELEN (STUCCO - SMOOTH). VAPOR BARRIER ON CLEAN, COMPACTED, .� TREATED FILL. m �•0" y� — b A Q FIN FLOOR SLAB 0 � a,w _ - _ _ III III - �IIII�IIIIk III -I = I I_Ir>TI �I �I III y, 11 I I I-1 I III-1 11=1TI-1Tf=1T�l — LI-1 11=1 1=1 11=1 1=1 1=1Lf-1 I-i1T I el I I �I I �I I ll=1 I- LI 1=1 I I-TI-Ti 1=_iTE111-I I III -fl I -T l� I -I I ��I 1 �111-�-11i-.1 I I 1III I111T11- I IIIII EIII I II I=I I II I II I II I1iT��-I Q� a — - -- a I i-I -I 1 111 1:7 0 11I-I I. ig:.''; III-111=1 I-7i= II III III III_IT_I- 1Ti El IE II lTf- I 1=�=1I1=III-III-III-1 �I � 111=I 11=1 11-I 11=I 1 �I 1 �1 � I ��I I � CONY: CONCRETE wOTING REFER TO STFaJCN 1T III- �I 11=1 I I -I I I-) I .111 1Ti _ _ _ III_ ry 1 ��I 11 DRAwHGS FOR SIZE AND REINFORCING. -1 i `n � 1T(= 1Ti-I I 1=1 I E.I I-1 I FE I �I I EI I � -1 1=1 I �1II-1II=1 11=�=� I III=III=11_I�_I I_�-iii_ -IT_I-III=111=III=III 1fi-1Ti=l 1=11�111=III=1-Ii-_III-1-f��111=111=III=NIL-III- 1=1 I I-� I_I-Ii-Lii 1Ti-f ii-i1T-111-1 1-1 �I L �I 1 f I I �I I I -III -III -I 1= 1=1 11-1 I ET1 1 1=1 oWI 11111 111 11TiiiiIITf f�1Til II 1 II r1 1 11 11EEIr III 11 I1 11T11��1 =rll ®SeCtiOn. "Club Repair Computer dab" Wing a c� rL I � TYPICAL 3/4 EXTERIOR CEMENT PLASTER FINISH - ON RIBBED WIRE LATH OVER MTL. TRUSS M 4x4 DECORATIVE WOOD BARCKET 0 REFER TO TYPICAL EAVE DETAIL 4/A-1 FOR u� TYPICAL MATERIALS, NOTES AND DIMENSIONS. NOTE: REFER TO STRUCTURAL DRAWINGS FOR BEAM, WALL, SLAB, FOOTING ETD. STEEL REIIFG, SIZES AND OTHER RECUIREMENTS. TU 66 E TYPICAL 34" EXTERIOR CEMENT PLASTER FINISH TE TE (STUCCO - SMOOTH). I Or, I L�_11-1ll 11 II I I III 1=1T��11�1 ITfF 11T-I L=1 I I I �I I�- I 1 I f I I I 11=1 I i1�T �I III III -III III=III lil III=1 fi� TI 1=1 I I -I I I 1T(=1 ii f11 RAL =1 I ��I �I I I-1Ti-1 l 11Tf7�� I I I �II�i IImLl L C rr li lit u11 11 f_ 4L— ENGINEERED MTL. ROOF TRUSSES REFER TO STRJCT. 0I1116. — 9�" FACED FIBERGLASS INSULATION (R=30) INSTALLED WITH VAPOR BARRIER DOWN. li'-m" tOP OF BEAM REFER TO STRUCTURAL DRAWINGS FOR TRJ66 TO BEAM ANCHORING REQUIREMENTS. CONT. CONCRETE TIE -BEAM. REFER TO STRUCTURAL. DRAWINGS. CLOG. ELEV. - SUSPENDED ACCOUSTICAL CEILING - SHHLD. ALUMIGL. WINDOW - REFER TO FLOOR PLAN �" GYPSUM 130ARD FINISH OVER'R-FOIL" (OR APPROVED EQ NIL) VAPOR SHIELD AA-2 INSULATION (R=42) STAPLED TO F.T. NOM. Ix2 WOOD FURRING STRIPS AT VOL. TYPICAL ROOFING SYSTEM ALUM ROOFING PANELS INSTALLED OVER 40 MIL. SELF -ADHERING RUBBERIZED ASPHALT AND POLYETHELENE MEMBRANE OVER V EXT. GRADE COX PLYWOOD SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD NAILING SPECIFICATIONS. REFER TO SPECRCATIONS FOR METAL ROOF DESCRIPTION, COLOR PANEL SIZES, APPROVED FASTENING, MANUFACTURER ETC. COLUMN CONT. ALUM. GUTTER STEEL I -BEAM - REFER TO STRUCTURAL DRAWINGS FOR CONT. 2x PI PURRING TYP. 44 DECORATIVE WOOD BARCKET STEEL COLUMN - REFER - TO STRUCTURAL DRAWINGS FOR SIZE ALUM. DOWNSPOT AT COL. LOCATIONS THESE PLANS AND ALL PROPOSED WORK TYPICAL NOM.12" CM11 EXTERIOR WALL WITH ARE SUBJECT TO ANY CORRECTIONS HORz REINFORCING AT 16" OL. REFER To REQUIRED BY FIELD INSPECTORS THAT STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS. MAY BE NECESSARY IN ORDER TO 6" EXPANSION MATERIAL. REFER To STRUCTURAL. COMPLY WITH ALL APPLICABLE CODES. TYPICAL 4" CONCRETE SLAB ON GRADE WRH bxb 10AO WIUF. OVER CCNT. 6 MIL POLYETHELEME VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL 0O -IN FF FLOOR SLAB _ 4j ' i ... ca p 314- = I-D7 O§ect-ion. Administration Wing i STEEL BAR JOIST - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 112" FACED FIBERGLASS INSULATION (R=30) INSTALLED WITH VAPOR BARRIER DOWN EUILT-UP ROOFING METAL DECKING I \ ENGINEERED MTL. ROOF TRUSSES ROPER TO STRJCT. DWG'S. TYPICAL NOM. C CMIL EXTERIOR WALL WITH HORZ. REUfFORCMG AT 16" OG. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS. TYPICAL 1/4" EXTERIOR CEMENT PLASTER FINISH (STUCCO - SMOOTH). V EXPANSION MATERIAL. REFER TO STRUCTURAL. TYPICAL 4" CONCRETE SLAB ON GRADE WITH 64 10AO UU F. OVER CONT. 6 MIL. POLYETHELENE VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL. CONCRETE PAD FOOTING. REFER TO STRICTURALA DRAWINGS FOR SIZE AND REINFORCING 0 Fj L W z HUA w W Z v > z �a 0 U o W a O THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS \\ EXPRESSLY LIMITED TO SUCH USE, REPRODUCTION; PUBLICATION OR REUSE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED, TITLE TR THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS F+� Q Con M � Cn vn (1) CIS 'et:� FEW Q Fey � 01 O Q DRAWN BY KCG [SCALE CHECKED BY ATE DRM 09-13 00 DM&A No. 99000 00000'' SHEET NUMBER A-14 OF 00 TYPICAL ROOFING SYSTEM: ALUMINUM ROOFING PANELS INSTALLED OVER 40 MIL. SELF -ADHERING PomER[ZED'ASPHALT AND POLYETHELENE MEMBRANE OVER V W. GRADE CDX PLYWOOD SHEATHMG REFER TO STRUCTURAL DRAWS FOR P YU1OOD NAILING 20-e SPECIFICATIONS. ENGINEERED MTL. ROOF TRUS S REFER TO STRICT. I)Mt. SV" FACED FIBERGLASS INSULATION (R=301 INSTALLED WRH VAPOR BARRIER DOLN. REFER TO SPECIFICATIONS FOR METAL ROOF FABTD COLOR PANEL SIZES, APPROVED 12 FASTENING,, MANUFACTURER ETC. S CONTINUOUS CANT. BUILT-UP ROOFING METAL DECKING, REFER TY CAL NOT DETAIL 4/A i FOR TYPICALL MA ER[ALS,NOTES AND D]MENSIONS. 44 DECORATIVE WOOD BARC-*T REFER TO STRUCTURAL DRAWINGS FOR TRUSS TO BEAM ANONORMG REQUIREMENTS. CONT. CONCRETE TIE -BEAM. REFER TO STRUCTURAL DRAWINGS. STEEL BAR JOIST - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING REFER TO TYPICAL SAVE DETA L 4/ -7 FOR TYPICAL MATERIALS, NOTES AN)D N M CONT. ALUM. GUTTER CONT. 2x PT PURRING TYP. STEEL I -BEAM - REFER TO STRUCTURAL DRAWINGS FOR SIZE 44 DECORATIVE WOOD BA T ALUM DOU 46POT AT COL. LOCATIONS STEEL COLUMN - REFER TO STRUCTURAL DRAWINGS FOR SIZE REFER TO SPECIFICATIONS FOR METAL ROOF DESCR[P ION, COLOR PANEL SIZES, APPROVED FASTENING, MANUFACTURER ETC. �12� 61 /.OTG NOTE: REFER TO STRUCTURAL DRAUM36 FOR BEAM, WALL, SLAB, FOOTING ETC, STEEL REINFG, SIZES AND OTHER REQUIREMENTS. TYPICAL 34" EXTERIOR CEMENT PLASTER FINISH — (STUCCO - SMOOTH) i CONT. CONCRETE FOOTING. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND REPFORCNG. \V�/, \V/, NOTE:. REFER TO STRUCTURAL DRAWINGS FOR BEAM, WALL, SLAB, FOOTING ETC. STEEL REINF'G. SIZES AND OTHER REQUIREMENTS. SUSPENDED ACCOUBTICAL CEILING TOP( V GYPSUM BOARD FINISH OVER "FI F IL (OR APPROVED EQUAL) VAPOR SHIE AA-2 INSULATION (R=41) STAPLED TO P.T. NOM. Ix2 WOOD FURRING STRIPS AT 10' Or - "CAL NOM.12" CMA EXTERIOR WITH NORIZ REINFORCING AT 16" OL REPERTO STRUCTURAL DRAWINGS FOR VERTILCCC����LLLL REINFORCING REQUIREMENTS E LOGAj7ON8. EXPANSION MATERIAL. REFER TC STROP IRAL. TYPICAL C CONCRETE SLAB ON GRADE WI 6x6 10AO W. OVER CONT. 6 MIL. POLYE THELENE VAPOR BARRIER ON CLEAN, COMP TED, RITE TREATED FILL. 0'-OI w t _ " L 0, m a O 3 C) & N � Lai 3 0 Im 1 Section: @ "Large Classroom West Wall 0 REFER TO SPECIFICATIONS FOR METAL ROOF DESCRIPTION, COLOR PANEL SIZES, APPROVED FASTENING, MANUFACTURER ETC. REFER TO TYPICAL SAVE DETAIL 4/A-7 FOR TYPICAL MATERIALS, NOTES AND DIMENSIONS. 4x4DECORATIVE WOOD BARCKET REFER TO STRUCTURAL DRAWINGS FOR TRI96 J TO BEAM ANCHORING REQUIREMENTS. CONT. CONCRETE TIE -BEAM. REFER TO STRUCTURAL DRAWINGS. STEEL BAR JOIST - REFER TO STRUCTURAL DRAW]NG6 FOR SIZE AND SPACING NOTE: REFER TO STRUCTURAL DRAWINGS FOR BEAM, WALL, SLAB, FOOTING ETC, STEEL REINF'G, SIZES AND OTHER REQUIREMENTS. TYPICAL NOM.12" CMU. EXTERIOR WALL WITH HORIZ REINFORCING AT 16" OL. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL s REINFORCING, REQUIREMENTS I LOCATIONS. TYPICAL 34" EXTERIOR CEMENT PLASTER FINISH (STUCCO - SMOOTH). CONT. W OZ COPPER FLASHING. CONTINUOUS CANT. BUILT-UP ROOFING METAL DECKING ZNis BEAM SUSPENDED ACCOUSTICAL CEILING STEEL BAR JOIST - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING n NOTE: REFER TO STRUCTURAL DRA111456 FOR BEAM, WAIL, SLAB, FOOTING ETC, STEEL REWG., SIZES AND OTHER REQUIREMENTS. TYPICAL 14" WERIOR CEMENT PLASTER FINISH — (STUCCO - SMOOTH). CONT. CONCRETE FOOTING REFER TO STRUCTURAL DRAWING'S FOR SIZE AND REINFORCING.—� D2::, Section: @ "Small Classroom East Wall TYPICAL ROOFING SYSTEM ALUMINUM ROOFING PANELS INSTALLED OVER 40 MIL SELF -ADHERING: RUBBERIZED ASPHALT AND POLYETHELENE MEMBRANE OVER Ab" W. GRADE CDX PLYWOOD SHEATWINGa REFER TO STRUCTURAL DRAWNGS FOR PLYWOOD NAILING SPECIFICATIONS. ENGINEERED MTL. ROOF TRUSSES \ REFER TO STRICT. DWGS. 9V FACED FIBERGLASS INSULATION (R-30) INSTALLED WITH VAPOR BARRIER DOW I V' GYPSUM 130ARD CEILING FINISH SOWED TO METAL SUSPENDED CEILING SYSTEM US" GYPSUM BOARD PINIW OVER "FI-FOIL" (OR APPROVED EQUAL) VAPOR SHIELD AA-2 INSULATION (R=42) STAPLED TO P.T. NOM. b12 WOOD FURRING STRIPS AT 16" O.C. V" EXPANSION MATERIAL. REFER TO 6TRUCTI TYPICAL 4" CONCRETE SLAB ON GRADE UITH 1040 WUUF. OVER CONT. 6 MIL. POLYETHELENE VAPOR BARRIER ON CLEAN COMPACTED, TEI TREATED FILL c Q CONTINUOUS CANT. BUILT-UP ROOFING METAL DECK SUSPENDED ACCCUSTICAL CEILING � p,_4„ TOP O BEAM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, u Q W z dd QUA N W c w� o� W''.((���jj U a U Cn C� THE USE OF THESE PLANS AND SPECIF- ICATIDNS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REPRODUCTION, PUBLICATION OR REUSE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. F+�1 ON O w � � �1 M v� Coo u w O r-- w a.i q> `� � r-- O a f� DRAWNBY SCALE KCO , NECKED BY DATE DRM 09-13-00'' DM&A No. 99000 00000 SHEET NUMBE1R 5 ..vI — 1 ✓ OF 00 0 AN 44 DECORATIVE WOOD BAIYKET —/ SEE DETAIL e STEEL COLUMN - REFER - TO 5TRUCTURAL DRAWNGS FOR SIZE REFER TO SPECIFICATIONS FOR METAL ROOF DESCRIPTION, COLOR PANEL SIZES, APPROVED FASTENING', MANUFACTURER ETC, �I I III III I C cn IFI��1 I��� Ct cg c6 C* ce a) — Ill Ill ll1_1I� II-1 I=1II 1J1 Jll Jll Jll Cd�ll Jll Jll 111 111 l�— 111 J11 III ) i I �l l III III=J Imo-- III LI—JL ( ll III = I —]-LJ Ll lll WD- � )1 Jll I 1L Jll Jll IJ fl � J11=—ll1 J1l—_ � TI I I J11=1ll -- � a IIILIII=11 I I �I I I�I I I �IJllllll 1 1 1111;'. I I_I _ — _I ---I I I_I I_I — C) _IIJ1J1_I�. I �I 11-1 I_—ll=Ll —11l—I I I_� p 1L1-111—ll1 ll1—ll1-1ll Ill lll J11 1L1 1LI— ', � � , , I Imo— I I_111-1J1-1J1—J1l—J1l—J1l—J1l—JJ1— — I_I I I _ ll_ ll1 _ I Jl _ 111 �11=ll1-1L1—I11 J11=1.11—� �J1�1'—I IIJ_I—�J1.1= 11_ III_ I 1J1-1J1� � �J11--ill=11 I III � I- �' o II�I�II�-III�I�1�1�I�Iu�YuII(`i��II'��r�11 1�Ill�1�1JI 111 ICI-IJ1 1nll1�I=1n�1iILTII1111I1,111I: -N O Section: @ Main Entry and Lobby 12 TYPICAL ROOFING SYSTEM: / ALUMINUM ROOFING PALLS INSTALLED OVER 40 MIL. SELF -ADHERING RUBBERIZED ASPHALT AND POLYETHELENE MEMBRANE OVER V EXT. GRADE CDX PLYWOOD WEANING. REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD NAILING SPECIFICATIONS. / / / REFER TO STRUCTURAL DRAWINGS FOR TRUSS / / ( TO BEAM ANCHORING REQUIREMENTS. CONT. CONCRETE TIE -BEAM. REFER TO STRUCTURAL DRAWINGS. 14 / — — i0P Cf BEAM G— — — — — — — — — — — _ — _ — _ — _ — — — — _ _ — — — — — — _ — a " GYPSUM BOARD FINISH OVER'PI-FOIL" (OR APPROVED EQUAL) VAPOR SHIELD . AA-2 INSULATION (R-47) STAPLED TO P.T. NOM. Ix2 WOOD FURRING STRIPS AT W OL 44 DECORATIVE WOOD BARCKET SEE DETAL (9 STEEL COLUMN - REFER - TO STRUCTURAL DRAINGS FOR SIZE TYPICAL NOEL Q" CM EXTERIOR WALL WITH HORZ. RE NG AT 10" OO. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL RENFORG REQUIREMENTSILOCATIONS. TYPICAL 4'CONCRETE SLAB ON GRADE WUTH 6x6 I 10AO UIUF. OVER CONT. 6 MIL. POLYETNELENE l VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE If TI C TREATED FILL. � c C9Ce `g ce C9 llJ=ll1=111 11=J11—ll1-111111 ll 1=I_I_II=I 11ll 1hi Ill- I I �1ll�IJ 1111�1L1 111TI _ I I I I� I _I �I I— 11 II 11=1 f=III 11=L=1 1=L= LI -1 1=111 = 1=1 1=1 1= I Na I- L J� =1 I I=1 11=1 1J1-1J1—lll J1l L1=1 l �I I� I �t1 lll I I I�I 1J=J.11 _I1—III-1—1J1-11_I—ll1-111= — — — LI =1-I I -1 — — — — li- �- IJ—I I — __ I I_I I-= CONT. CON( OonNG. REFER STRUCTURAL TURAL III—JllJll— _ I �e Jl SIZE REINFORCING. - - - - DRANNW ZE AND RE FORC _ _ I 11=1ll J1 1=J11=J11=ll 1T1—I I — ll111 ll11111_Jll111 _II_�lll I� I �I I I -- ___-- lllll-1llJ11J1— -— Jll 111 I I- f _-1 I _ —III-1 I— I— _ — —I — — — I Jll _ 1 Ill Jll J1 JJ1 JL PIP u'-I 11-1 n-I 11_n 1-I 11-u I-u I -I a-u 1�u I-1 11-n 1 11-11 I -I I E !d NOTE: REFER TO STRUCTURAL DRWWA FOR BEAM, WAIL, SLAB, FOOTING ETC. STEEL REINF'G, SIZES AND OTHER FREQUIREMENTS. LL TYPICAL NOM. 12" CMll. EXTERIOR WALL WITH HORIZ REINFORCING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS.. LL-. TYPICAL 3A EXTERIOR CEMENT PLASTER FINISH (STUCCO - SMOOTH). (�F C C9 C9 iTi i i iii i Ti i n iTi iTi iTi�iTi I I SCEED. ALIMJ L. UINDOW - REFER TO FLOOR PLAN TYPICAL NOM. S" CMLL EXTERIOR WALL WITH HORZ REINFORCING AT 16" O.C. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING REQUIREMENTS 4 LOCATIONS. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, iA 0 0" FIN FLOOR SLAB J ISSUANCES DATE I TITLE BID , PERMIT CONSTRUCTION W z a w U a O �N W Ems' EH w �aL) THE USE OF THESE PLANS. AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRO➢UCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITE➢, TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE ]IF THE ACCEPTANCE OF THESE RESTRICTIONS. con (D W �1 M U� Con O`� ct O O O � Q DRAWN BY SCALE KCG NECKED BY DATE DRM 09-13-00 M&A No. 99000 00000 SHEET NUMBER A-16 OF 00 f I a 1 11 I ill I IC I ilk I F—M^C6 F e. - ----- - - - - - - - - - -- - - - -------- 1 --." - - - - - --- - - - - - I 13"0 13"0 m 3"� 13"0 ii 1 / 1� 13"� 1 - 13"0 13"0 i� �._ 13"0"-- —� 13"0 13"o&I 450 5 CFM s4 °8 450 � CFM 1 450 5 CFM * 12"0 Z RH i 12"0 12-0 Zr 450 5 CFM 12"0 45 CF CFM 5 12"0 5 450 CFM 12"0 R��; S'' 5 450 CFM 5 450 CFM 12"0 ._r. I Ii' 4 7 II I I ..'L- — — — — — — — — — — J ! I 45 0 5 ! CFM I r-----__----16 I II 5 450 I I CFM I ! 12"0 I I , b RTU 2 I� I II % th,I ------- 450 CFM O 5 450 CF M z 13"0 13"0 13"0 13"0 a 6s0 A A 6 O CFM " CF'M 660 4 I � 3 l0. ia�I 450 CFM RE-1 12.0 5 450 CFM 12"0 FT7 05 450 CFM 12"0 S 450 CFM zRH i �45 0 V CFM 5 450 CFM 12"0 ggM 4 / 1 450 5 CFM!' I12� ! RTU 4 12"0 5 450 ` CFM 5 450 CFM 5 450 CFM 5 450 CFM 13 0 13"0 130 130 9 f 660 f; 660 CFM CFM 6.E 0 6°6 0 1 Itr U� 21 0 CFM 3 r------�----I 3 CFM llid I -5 5 CFM 450 12"0 a 5 CFM ' �100 100 CFIy4 CIF I i and, `12"0 _�--- I i 45450t 5 CIFM ! �/ CFM w s- i 12"0 1 I 3 I 1450 I I 12 !0 2"« i I 450 I 12"0 R5 CFM 5 I I! I I I I !) L — — — — — — — — — — J i I 12"0 I CFM y ! ! r--- - - —T I I I 5 450 I ( I CFM RH I! 450 12"0 II I RTu I 5 FM I1 ! e I 2" !I 5 CFM ml ! u_ 12"0df.. 12"0 5 450 CFM 5 45 0 CFMM 5 450 CFM Q.450 CFM 13"0 130 130 660 A � . A 660 CF CFM ti 3 CFM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, =1a 3 190 3 I c m CFM ' w I 8"0 8"0 190 -185 3 18 CFM CFM _ —� -- —� BXs Q.A. DUCT UP TO ROOF JACK 1 \ CFM A 9"0 o i' 280 4 CFM 550 A CFM /I D " 92liq MICHAEL A TEELE, P.E. I IDDRAWNBY SCALE FL�RICIA F1cL'�xTfiAiICN I IC�HECI{ED BY IDATE _P,E. 32006 I 1 M&A N0. I IJan16, 2001 i -(_'ALE: i %+ =1 —U I i loo-ool Il00000 II II I%%N TI. i II lili r v•� ! II I CONSULTING E I3I E€Ps ' �" 001 _ i. i. n. 7 i .—, 1 c;w3 G.,n�OniiTE a�w''E j ❑R - I: nu I L \ L I Iv i Fl l `gal`-' BU TN I GN SCNCH. I"L:UFIIUN t�46'C :^..^.Y: " REVISIONS NO TITLE DATE ISSUANCES IDATEIITITLE BID U 0 u U . Q 8 a U Q U P.4 00 coLd a F— I F- THE USE OF THESE PLANS AND SPEOF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCK USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS NTH THE ARCHITECT'MTHOUT PRE"CE. VISUAL CONTACT VATH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. ® Q W p� is Q.% as Q � MA LLig_ 3 210 CFM �. 1 .r ns ' 8"0 � 8"0. 7 210 M ff I (r ram. - I \ I 1 I 290__go 4 290 I4 CFM � aCFM CFM[ ,+ 10" 0 10 q1 X A I eRH � ME 10" 0 ��� L i 10"0 10"0 290 4 290 4 290 4 CFM CFM CFM I I ' I I 290 4 290 4 290 CFM CFM CFM Y 10"0 f I L 10"0 f. 10"0 10"0 RH CFFM 4 CFM 4 CFM I L ------ I 290 4 290.0 29Q 4 CFM CFM CFi T, a s 10"0 10"0 LP 4- RH V2 `u x 10"0 U"0 10"0 1 s C9Fo 4 090 4 CFM 4 L �- ileT}�4/,�� fi SS"' `.-� ['. +iFc•�^^.�""li"—""�Y�vv YTYPY"`o��s'w�«re�.ucivu LTJ n.l L-.je+.•ev.a uvw.m4 .eumsnv._vm-..�xa .mm-.. v.�v_. ..tv+.z _mm n4....a a Ya-mvn-..�..ve�.cY*+m+x_—.vmw i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, KEY IY1AP SCALE: 1 /4"=1'-0" CONSULTING ENGINEERS 2103 CORPORATE DRIVE BOYNTON BEACH, FL®flIOA 33426 T5611 738 EIUG RiFJ7 l7 RECORD FLORiAq'.i�LGfakRA i IOnI -E 320@6 N 2 9 2001 21 Cf ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION U O 0 o °' z Q J "a O J U �( 0 a 00 En U W THE USE OF THESE PLANS AND SPEC[F- [CATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MHICH THEY MERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION. PUBLICATION OR RE -USE BY ANY METHOD, IN MHOLE OR IN PART, YATHOUT EXPRESS VRTTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS MATH THE ARCHITECT PATH OUT PREJUDICE NSUAL CONTACT MATH THESE PLANS AND SPECIFICATIONS SHALL CONSRN7E PPoNA FASCIE ENDENCE aF THE ACCEPTANCE OF THESE RESIRICRONS, O Q W con w CCS 0� n 140 T�L PLO F-1 CT Q � DRAWN BY ' SCALE rvff CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001` 00000 SHBET NUMBER M-2 OF I 5 450 I RS CFM II I II I I Ii I I L- II I I — — — — — - I 450 12"0 I i cFrv1�/ I I I I I r — — -� i I 450, >e I CFM I 12"tz I I I7 I ! I R n l I I 6 I I l I 45O I I �/ CFM I I N 12"91 II I li I 1 12 0 h � RH / 1 5 450 CFM (" 12"0 5 450 CFM CFM L w - 450 �/ CFM 100 100 $ CFM 450 5 CFM „ 1 8 3 190 3 I I, CFM CFM ; I i I rJ 4-50 8"0 8"0 I I CFM LF Lg i 450 45 8"o 8"0 � V/ CFM Mx AC 190 3 1 85 3 18 CFM CFM I I — - 6x6 O.A. y DUCT UP TO 1T 450 ROOF JACK 5 C FMT -16 13"0 850 h CFM 5 450 CFM 13"0 13"0 13 0 13"0 20 rz> NA CF 5 450 CFM 5 450 CFM 5 450 CFM 12 S P 5 450 I CFM i I 12"0 m r= , I! II , i! I �450 CFM I 12 � I I 5 450 ,4 CFM ,xy 5 450 CFM 50 -M 5 450 CFM F� A� 13"0 A 660 C F :._ 3 210 CFM 1 9"0 9"0 2so 4 CFM Ss0 A CFM EF 1 12 CFM 0 12x12 U.A. DUCT UP TO ROOF JACK g, AC TO ---- AC-17 ' 4 3OO CFM 9"0 50 ' 280 ' 4 CFM C8M B THESE PLANS AND ALL PROPOSED WORK' ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICALE CODES. Li I A CFM CFM I i I I I I I° I I I I I I I I I i In -- - --- i 8"0 ram; 180 1 /CFM 1 —810 8"0 UP C,FMTO ROOF JACK KEY MAP MICHAEL A. TEELE,, P.E. ENUI1W€R OF RECORD Fl-L4AQA.#fiE1 IST,PATiDN Pt. 32005 SCALE:AssoclATES CONSULTING ENGINEER® [ �'Nytin 2103 CORPORATE DRIVE DATE /+ �7 (001 BOYNTON BEACH, FL6KjDA 33426 (561) 738-4747 REVISIONS NO TITLE DATE ISSUANCES IDATEII TITLE BID N U� U J U a_ 19 o J U Q �a Q �( 00 W) W FF77+ � Pam'. _... v] THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE REPRODUCTION. PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS VNTTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PUNS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREMCE. VISUAL CONTACT MTN THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. F� r� M � w ,.. 0 w O 'c rr77�� Qa DRAWNBY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER M-3 OF 9"o 2 S o �/ CFM>� �._ g"o..Is l� _._. 2 j „6 4 C8M B -� i GC' M 'P C ;m [} 2 8 Q 9„� M j --- — - -- — — — — T CFM F� 295 - c- m I MATCHLL INE a"0 UP C/FM TO ROOF JACK 6 " F tea, I Ll CFM A 1CA C135 15 160 AC16F5 FM M C3M M FCFM 1pro IP7'0 jr0 �§ I *8.0 8"0 16 8x6 O.A, M 9„0 %} 1 30 3` 1 35 3 1'} 9"0 DUCT UP TO �' 260FM 7„0 CFMO0 ROOF JACK it { �� ME, MIA TO " 1 230 o zoo zoo 3 I 190 c 19 3 - 1 g"0 8"0 I . to i r. I i _ 16x16 O.A. li ' CFM A I ) IfRO2F DUCT UP 10, ' I JACK I _(I 230 16 0 3 1 A O 16"0 i CFM /, 3 CFM I CFM 14"0 INN CF r 4 , , ..... A. aeu•nmwivem•wi u ._. �nmre. ma x„ TO - - - AC-13 z I! f c U I_ I AC AC 5 CFM ____ --- _--- __.__ C00 500 cJ Q -EM \�J " { " 1 1 3 20 120 .r. i 1_ , , i _ iF ( I � illll I If 12"0 )12"0 12"0 5 �M7 5! 500 I U P '"ti7 E " 165 ,� �� •,, LJ CFM CU -. - a"0 f' M O.A. DUCT UP TO ROOF JACK t tr 4j /y 1 r£ - , ri k w t cU a �{ I 1 , A a µ 13 9 v� W _ a a " CFM le 53 3 1 65 6 CM .r. M,:_ I 1 I -1 ( 3 165 1 CFM 400 o CFM _ �165 4, --- A CFM A 165 M 5 4-00 400 _. _ _ CF1irl_ CFM !_,_.. -_� I li HI � 135 7 CFM "0 1 610 CFM To Li a„l dv� �Q �o0 200I CFM(CFMI f _ a� 1 �. f � d f x � AC i iI I U�' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, KEY MAP SCAT E• 1 /.1"_1"—O" (/ DDNSULTING ENGINEEgFM 2103 CORPORATE DRIVE mass BOYNTON BEACH. FLORIDA 33426 (561) 738-4747 N1ICHAEL .A. TEELE, P.E. ENGINbE$ DF RECORD Eo `;RFGI9JRATION -P.E. 32005 ❑AT 2 9 2001 REVISIONS NOII TITLE DATE ISSUANCES DATE I TITLE BID U O° Z •� U � Q J O- '� U J W Q o .� U V a Q a ruo C.) w Q Q THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR YAIICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHOLE OR IN PART, MATHOUT EXPRESS VIRTTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS IMTH THE ARCHITECT TATHOUT PREJUDICE. VISUAL CONTACT MATH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. N � t� v c� 4 i� ^) W VV I. M� A cln � .•� riy 11'✓i // DRAWN BY SCALE mr CBECKED BY DATE MT Ian 16, 2001 DMANo. 00-001 00000 SHEET NUMBER M-4 OF I F FRESH AIR CALC'S PER ASHRAE 62-1989 TAB 2a RTU-1 THRU RTU-6 20 CFM/PERSON X 48 PEOPLE - 960 CFM IA RTU-7 THRU RTU-12 20 CFM/PERSON X 22 PEOPLE - 440 CFM IA AC-13 20 CFM/PERSON X 36 PEOPLE = 720 CFM AC-14 20 CFM/PERSON X 24 PEOPLE = 480 CFM RTU-15 20 CFM/PERSON X 10 PEOPLE = 200 CFM AC-16 20 CFM/PERSON X 5 PEOPLE 100 CFM AC-18 20 CFM/PERSON X 10 PEOPLE = 200 CFM ' AC-19 20 CFM/PERSON X 10 PEOPLE 200 CFM. Y " Y m_ . , v DESCRIPTION CFM SUPPLY AIR CFM RETURN AIR CFM OUTSIDE AIR CFM EXHAUST AIR CFM PRESS. DIFF. RTU-1 THRU RTU-6 3600 2640 960 - RTU-7 THRU RTU-12 1740 1300 440 - AC-13 3000 2280 720 - AC-14 2400 1920 480 - RTU-15 2860 2660 200 - AC-16 950 850 100 AC-17 1510 950 560 1120 AC-18 1325 1125 20 2200 AC-19 2020 1820 200 - RTU-20 600 600 - - TOILET EXHAUST - - - 1320 TOTALS ME a MFGR. MODEL NUMBER CAPACITY FAN HEAT ELECTRIC REQ. EER (SEER) DIMENSIONS LOCATION SYS. CU. TOTAL SENS CFM H.P. KW VOLT PHASE NO. NO. AC1 OU1 CARRIER - 4ORM-008 92.5 9.2 480 3 9.9 49 X 28 X 56 AC14 CU1 CARRIER - 4ORM-007 71.9 9.2 480 3 9.8 49 X 28 X 56 AC76 CU7 CARRIER - FA4ANF030 29.1 ffZ4O� 8 0 208 1 12 0 18 X 22 X 48 AC17 OU1 CARRIER - FA4ANFO48 47.5 4 10.0 208 1 12,0 21 X 22 X 54 AC18 CU1 CARRIER - FA4ANFO42 40.6 2 10.0 208 1 12.0 21 X 22 X 54 AC1 9 CU1 CARRIER - FB4ANB070 58.1 42.0 2 020 3/4 10.0 208 1 120 25 X 22 X 59 ALL SUPPLY AIR UNITS TO BE FURNISHED NTH A EMERGENCY DRAIN PAN NTH FLOAT SWITCH. FURNSH WITH FILTER HOUSING EQUAL TO AMERICAN AIR FILTER "ACCESSAIR" COMPLETE WITH 2" PLEATED AIR FILTER AS SPECIFED, SIZE TO BE AS REQUIRED 10 PROVIDE A MINIMUM OF 360 SQUARE INCHES OF FACE AREA. PROVIDE 6 SPARE FILTERS OF EACH SIZE USED TO OWNER AT TIME OF SYSTEM ACCEPTANCE. s SYS. NO. CU. NO. MFOR. MODEL NUMBER COMPRESSOR COND. FAN BRANCH CIR. ELECTRIC REQ. SIZE DIMENSIONS N0. FLA (EA) NO. FLA (EA) MAX. AMPS VOLT PHASE ACi CU1; CARRIER - 3BAKS008 1 15.7 1 1.9 25 480 3 7.5 TN ACIA OU114 CARRIER - 3BAK007 1 9.5 1 1.1 15 480 3 6.0 TN ACt CU1 CARRIER - 38TRA030-3 1 15.0 1 0.5 30 205 1 2.5 TN 35 X 30 X 34 AC1 CU1 I CARRIER - 38TRA048-3 1 23.7 1 1.1 50 208 1 4.0 TN 35 X 30 X 40 AC1 0.11 CARRIER - 38TRA042-3 1 20.0 1 1.1 40 208 1 3.5 TN 35 X 30 X 40 AC1 CU1 CARRIER - 38TRAOSO-3 1 1 1 28.8 Ll 1 1.4 1 60 1 208 1 5.0 TN 35 X 30 X 40 CONTRACTOR TO SUBMIT FOR ENGINEER REVIEW, REFRIGERANT LINE SIZING CALCULATIONS BASED ON MANUFACTURES PUBLISHED CRITERIA. �±Y r. S.P. MFGR. MODEL NUMBER APPLICATION CFM THROAT HOOD LOCATION SYSTEM REMARKS F GREENHECK RELIEF AIR 960 16"A6" 26"x36'x16' .042" ROOF R7U-1,2,3,4,5,E FABRA-HOOD GREENHECK RELIEF AIR 440 12"02" 22"x24"Ae .0420 ROOF RTU-7,8,9,10,11,12 FABRA-HOOD RH-3 GREENHECK RELIEF AIR 720 14%14" 24x24"x16" .042" ROOF AC-13 FABRA-HOOD RH-4 GREENHECK RELIEF AIR 480 12"x12" 22"x24"x14" .042" ROOF AC-14 FABRA-HOOD f x,�.55�OW MINT. TYPE M. FINISH REMARKS r MFGR. MODEL NUMBER SIZE DIRECTION CFM TYPE TITUS - TARS 60 SEE PLAN 0-100 SUPPLY TYPE #3 WHITE 12x12 MODULE 2 TITUS - TMS 6"f SEE PLAN 0-125 SUPPLY TYPE #3 WHITE 24x24 MODULE 3 TITUS - TARS 8"0 SEE PLAN 126-250 SUPPLY TYPE #3 WHITE 24x24 MODULE 4 TITUS - TARS 10"4 SEE PLAN 251-375 SUPPLY TYPE #3 WHITE 24x24 MODULE 5 TITUS - TARS 12"0 SEE PLAN 376-550 SUPPLY TYPE #3 WHITE 24x24 MODULE 6 TITUS - TARS 14"0 SEE PLAN 551-700 SUPPLY TYPE /3 WHITE 24x24 MODULE 7 TITUS - TARS 15"0 SEE PLAN 701-800 SUPPLY TYPE /3 WHITE 24x24 MODULE 8 TITUS - 301RS 8x8 SEE PLAN 0-125 SUPPLY --- --- --- A TITUS - 5OF 22x22 --- 0-1570 RETURN BORDER #3 --- --- 8 TITUS - 355RL 12x12 --- 0-280 EXHAUST BORDER /3 --- --- NOTE Ot il, TINe* T mo CONDITIONS SUPPLY FAN HEAT COMPRESSOR CONDENSER +... w WEIGHT SIZE LOCATION LBS TONS SYS' NO. MFGR. CARRIER ELECTRIC REQ. SEER DIMENSIONS L x W x H EDB EWB LOB LWB CFM OAcfm HP KW STEPS NO. FLA N0. FLA VOLT PHASE MCA MOCP EER RTU-1 50HJ012-6 795 67.2 57.9 j 56.3 3,600 960 2.0 15.2 1 2 9.0 2 0.7 460 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 -- RTU-2 50HJ012-6 795 67.2 57.9 56.3 3,600 960 2.0 15.2 1 2 9.0 2 0.7 460 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 - RTU-3 50HJ012-6 79 5 67.2 57.9 56.3 3.600 960 2.0 15.2 1 1 2 9.0 1 2 0.7 460 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 -- RTU-4 50HJ012-6 795 67.2 57.9 56.3 3.600 960 2.0 15.2 1 2 9.0 1 2 0.7 460 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 -- RTU-5 50HJ012-6 79 5 67.2 57.9 56.3 3.600 960 2.0 15.2 1 2 9.0 1 2 0.7 460 1 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 -- RTU-6 50HJ012-6 795 67.2 57.9 56.3 3,600 960 2.0 15.2 1 2 9.0 2 0.7 460 3 30.8 35 11.0 87 x 58 x 49 1,058 10.0 -- RTU-7 50HJ006-6 79 3 66.9 56.6 55.4 1,740 440 1.5 10.E 1 1 9.0 1 0.0 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-8 50HJ006-6 793 66.9 56.6 55.4 1,740 440 1.5 10.6 1 1 9.0 1 0.8 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-9 50HJ006-6 79 3 66.9 56.6 55.4 1,740 "0 1.5 10.6 1 1 9.0 1 0.8 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-10 50HJ006-6 7 3 66.9 56.6 55.4 1,740 440 1.5 10.6 1 1 9.0 1 0.8 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-11 50HJ006-6 7 66.9 56.6 55.4 1,740 440 1.5 10.6 1 1 9.0 1 0.8 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-12 50HJODB-6 1 79.3 I1.3 66.9 56.6 55.4 1,740 440 1.5 10.6 1 1 9.0 1 0.8 460 3 20.5 25 13.0 74 x 45 x 33 580 5.0 -- RTU-15 50HJ008-6 76.2 63.9 55.7 53.7 2,860 200 2.0 15.2 1 2 6.4 2 0.7 460 3 29.1 30 11.0 87 x 58 x 41 898 7.5 -- RTU-20 50SX024-3 75.0 62.5 57.1 53.4 810 --- 1 1/4 3.7 1 1 12.9 1 1.4 208 1 25.0 30 12.0 44 x 37 x 28 290 2.0 -- PROVIDE BLACK HERESITE PHENOLIC COATING ON CONDENSER COILS, PROVIDE CLEAR PAINTGUARD COATING ON CASING PROVIDE FACTORY MTD. OUTLET AND 30% PLEATED MEDIA FILTERS. PROVIDE 14" HIGH PRE-FAB. CURB PROVIDE ISOLATION RAILS FOR EACH ROOF CURB. PROVIDE 120V MOTORIZED O.A. DAMPER EDP EACH UNIT. MECHANICAL SPECIFICATIONS 1. SCOPE A. The work covered in this section of the specifications consists of furnishing all labor, equipment, and material and in performing all operations in connection with the installation of the complete air conditioning and heating system. All work will be complete and in accordance with this section of the specifications and applicable drawings, and will be subject to the terms and conditions of the contract. 2- SPECIRCATIONS AND DRAWINGS A. The mechanical drawings indicate the general arrangement of the air conditioning and heating system. These specifications and drawings shall supplement each other. Equipment, ductwork and piping shall fit into the space ailocoted aind shall provide all necessary clearance for servicing and maintenance. 3. CODES AND STANDARDS A. The work shall comply with the latest applicable requirements of the INFPA and all local codes governing this installation as a minimum standard unless specifications listed herein or shown on the plans require a higher minimum standard. 4. PERMITS AND FEES A. The HVAC Contractor shall procure all permits and pay all fees associated with the permitting and inspection process. The HVAC Contractor shall also arrange for all inspections. 5. ELECTRICAL A. The Electrical Contractor shall furnish and install all conduit, wire, seal -tight, and disconnects. Unless otherwise stipulated, the Electrical ContrEctor shall connect the air conditioning units. The HVAC Contractor will furnish all materials, wire and connect the thermostat. 6. VIBRATION AND ISOLATION A. Both the air handler unit and condensing unit shall be placed on Vibration isolators. The FIVAC contractor shall take all necessary steps to eliminate all excessive vibration and objectional noise projected by any equipment installed under this contract. 7. 14WALLATION A. The HVAC contractor shall supply one thermostat per air system. Staging of heating and cooling shall be indicated on the drawings. B. All refrigeration piping to be of Type "L copper with wrought; copper fittings. Joints shall be mode with silver solder. C. The refrigeration suction lines shall be insulated as follows: above ground with 1/2" "Armstrong Armaflex below ground with same encased in P.V.C. conduit. Insulation shall be slipped on piping prior to connection. All butt joints to be sealed with on approved adhesive. Installation of condensate line is by the HVAC contractor. Insulate all lines run above ceiling. D. The supply and return air duct system shall be fabricated of Johns Manville "Superduct Type 800, 1 1/2". All fabrication shall be in accordance with the manufacturers written fabrication manual and follow NAIMA Fibrous Glass Duct Construction Standards. Turning vanes shall be provided in duct at all changes in direction. Vanes shall be Johns Manville "Supervane". All joints shall be stapled approximately 2" on center with outward clinching steel staples and Fortifiber "Therm -Lock" closure with automatic bond indicator. -tape shall have minimum 1" overlap on each side of seam. E. Supply and return air registers shall be Metal Aire or their Titus equivalent as indicated on the drawings. All supply registers are to be equipped with manual dampers. F. Extractors and turning vanes shall be installed where indicated on the drawings in addition to all bends over 45 degrees. G. Filters to be 1" Fiberbond Dustlok with Sporex antimicrobial agent and dual ply construction, or its equivalent. Furnish two additional filters for each size of filter used. & TESTING AND BALANCING G A. Upon completion of work the HVAC Contractor shall use accurate meters, instruments of type and size as required to determine proper air flow and distributions. Confirm that all fuse sizes are in accordance to the motor nameplate data. B. Air quantities: Check each blower and diffuser as indicated on drawings for correct and adequate diffusion. Outside air quantities to be checked and adjusted as required. After spaces have been brought up to design temperatures and equipment is functioning properly, re -balance, if necessary, by means of calibrated therrnomieters placed in each room and in open spaces, not over 20' apart. Thermostats: No deviation in temperature of more than 3 degrees fahrenheit throughout conditioned space. Contractor shall submit complete data report regarding balancing, in addition to various contToi settings for approval of Architect. C. The Contractor shall obtain the services of an independent test and balance agency that specializes in and whose business is limited to, testing and balancing, of air conditioning systems. The agency selected shall be fully certified by the Associated Air Balance Council (AABC) and shall have at least one member of the agency qualified as a certified test and balance engineer that has been issued this certification by the National Examining Board - United States and Canada. All final reports shall be signed by this certified test and balance engineer and shall include his official stamp. D. Patch holes in insulation, ductwork, and housings, which have been cut or drilled for test purposes. E. Prepare reports of test result, including instrumentation calibration reports, in format recommended by the applicable standards. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ����� ASSOCIATES CONSULTING EN®INEER5 2103 CORPORATE DRIVE Qa..o OOYNTON EIEAQH, FLORIDA 33426 (561) 739-4747 MICHAEL A. TEELE,P.E. ENGVEI�R OF-RECOR0 FI�D11ipA J`1EGIS�RATIDN =f.E. 32006 r DATE: 2.9 2001 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION W U A� � o l � U " �U W U "oT kn V) 00 00 Eri �i THE USE OF THESE PLANS AND SPECIF-ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MICR THEY MERE PREPARED AND PUBLICATION THEREOF IS DPRESSLY LIMITED TO SUCH USE REPRODUCTION, PUBUCATON OR RE -USE BY ANY METHOD, IN WHOUE OR N PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPEaFICAnM REMAINS MTH THE ARCHITECT VATHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECNCATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � N N `-4 r Ili con w CIS CZ 2 ct 1�1 CC3 � Q DRAWN BY SCALE JKA CHECKED BY DATE MT may 25, 2MO DM&A No. 00-001 WNW SHEET NUMBE M 5 OF DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING MINIMUM MAX. SAG 1 2" PER FOOT OF SUPPORT SPACING WIRE QL_l 1 /2" MINIMUM SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. L5'-0" MAX. FL00I:4 DUCT I Ss]am �T DAMPER ENCLOSURE STYLE "C" — RECTANGULAR DUCTS STYLE "CR" — ROUND DUCTS —� STYLE "CO" — OVAL DUCTS FUSIBLE ACCESS DOOR J FERIE DD AMPE 1 1 /2" x 1 1 /2" x 14 GA. ANGLE ALL FOUR SIDES TIGHT TO WALL. 1/2" MAX. CLEARANCE. DUCT WALL mommummmuff (FOR REFERENCE ONLY) N.T.S. FOR DISTANCE, SEE SAMPLING TUBE MANUFACTURERS SPECS. NOTIFIER ST— HORN/STROBE EMOTE TEST AND SMOKE DETECTOR M FLOW (NOTIRER DHX-502) WITH POWER SUPPLY R (NOTIFIER MPS-24A) FURNISHED BY MECH SHUT DOWN CONTACTOR CONTRACTOR. OR RELAY (FURNISHED BY THE MECH. CONTRACTOR.) H HORN/STROBE (NOTIFIER MIZ) 120 V FIT REMOTE TEST DEDICATED CIRCUIT (NOTIFIER RTS-451)' BY ELECT. CONTRACTOR TO PANEL BY ELECT. CONTRACTOR.. ALL LOW VOLTAGE WIRING & CONNECTIONS BY MECH. CONTRACTOR. QFluu �MIOI�E DETECTOR DD ETA L i N.T.S. L e j W , 4" MIN. CLOSE OPENING AT CORNERS 45 DEGREE ENTRY 0 - 45' II AI`E-OFF DC TAIL N.T.S. POWER SUPPLY ROOFTOP A/C UNIT HEATER ACCESS PANEL CONDENSATE DRAIN TO NEAREST ROOF DRAIN SUPPLY AIR DUCT RETURN AIR DUCT G"00211F T Op A/C DD ETA L \ N.T.S. SUPPLY AIR ANCHOR TO STRUCTURE HEATER SECTION \ FAN REFRIGERANT LINES. �\--CONDENSATE DRAIN EMERGENCY DRAIN EMERGENCY DRAIN PAN. MANUAL/MOTORIZED OUTSIDE AIR INTAKE THREADED ROD -SIZE TO SUPPORT UNIT. RETURN AIR PLENUM G TYPE TION ISOLATORS. 1 1/2" x 1 1/2" GALVANIZED ANGLE WITH 3/4" THICK ARMAFLFX PAD. HORIZONTAL AHU DETAIL ROOFTOP UNIT- SEE SPECIFICATIONS COUNTERFLASHING BY MECHANICAL CONTRACTOR CANT STRIP BY ROOFER MOUNTING HEIGHT 18 INCHES ROOFING BY ROOFER—, I N.T.S. .S. �— SPONGE RUBBER GASKET ATTACH ROOF CURB TO A/C UNIT —WITH (4)-#8 SHEET METAL SCREWS ALONG EACH SIDE -HEAVY-GAUGE STEEL CURB TO MATCH UNIT -SLOPE BASE OF CURB TO MATCH ROOF SLOPE INSULATION BY MECHANICAL CONTRACTOR WOOD NAILER BY MECHANICAL CONTRACTOR ATTACH ROOF CURB TO BUILDING WITH 3/8" BOLT AT EACH CORNER ADDITIONAL SUPPORT FOR EDGE OF ROOF DECK OR UNIT AS REQUIRED. NOTE: PROVIDE CURBS WITH WEATHERTIGHT 18 GAUGE GALVANIZED CAPS. UNIT MOUNTING CURB DETAIL 1 1/2" x 1/2" x 1/4" ANGLE, ALL AROUND BOLTED WITH 1/4" BOLTS TO DUCT. / -T� 1 1/2" MINIMUM 12" MINIMUM FLASHING RN y WELDED CORNER /f SEAMS. HEAVY-GAAGE SHEET -METAL DUCT WITH PITTSBURGH LOCK SEAM 1 1/2" STANDING, SEAM RIVETED OR BOLTED ON 12" CENTERS. ROOF CURB N.T.S. OFFSETS 2 AND 3 AND TRANSITIONS MAY HAVE EQUAL OR UNEQUAL INLET AND OUTLET AREAS. TRANSITIONS MAY CONVERT DUCT PROFILES TO ANY COMBINATION FOR RECTANGULAR, ROUND, OR FLAT OVAL SHAPES. �rrac, me , (ANGLED) C OFFSET TYPE 2 (MITERED) W1 CONCENTRIC TRANSITION H MAX. 45, 60"CONVERGING. ECCENTRIC TRANSITION 9 MAX. 30' (EXCEPT 451S PERMITTED AT ROUND TO FIAT OVAL) L1 -Q OPTIONAL STANDARD BELLMOUTH OFFSET TYPE 3 (ON SHORT PATTERN BELL Cr3", B-A+4".) (RADIUSSED OR OGEE) T RANSMOIN' DETAIL N.T.S. FLEXIBLE DUCT CEILING FRAMING SUSPENSION SYSTEM --- T DUCT OR EXTE PLENUM DUCT TWIST IN COLLAR W/DAMPER TIE WRAPS (TYPICAL) CEILING TILE SUPPORT LACOUSTIC CEILING TILE CEILING DIFFUSER BRANCH DUCTS_ (SUF PLENUM BOX CEILING FRAMING FLEXIBLE DUCT SUSPENSION SYSTEM SEE PLAN FOR SIZE TILE SUPPORT /CEIUNG RETURN AIR GRILLE ACOUSTIC CEILING TILE CEILING GRILLE BRANCH DUCT (RETURN) N.T.s. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, �� lEE�ENG ERAEEOCIATES 2103 CORPORATE OIIIVE C� BOYNTnN BEACH, FL_ORIOA 33426 (561) 738-4747 JOG -200M MICHAEL A. TEELE, P.E. ENGINEE? OF RECORD FLORIDA REGIL;TRATIQN P.E. 32005 DATE:4��Pe 2 9 2001 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION 1-+ vi Uy o �U U y W U a Ln r� V 00 Cn .J F_ U W p w rn THE USE OF THESE PUNS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF 6 EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a cV � H C/1 ,0 \tri o4 Coll "C) = O Ir 4 1 W r- F—a DRAWN BY SCALE JKA CHECKED BY DATE MT may 25, 2000 DM&A No. 00-001 00000 SHEET NUMBER M-6 OF a x1 I , L Xt L X1 fl i -_ 19 i // I - I r= -.� �4. �T .t's ,_!� // �� ® I ® /�\ K 'LL' 1 /2"C —#12 < f� ej Al i BT L-5 1 2"C #12 0— C — 12 1 d :I/ llr - I S _ 1� —— AT #12 i - - _ t_.:. I - A 12'C — 12 -._. I _.:__.._. - -- 1 /2"C I #12 .1 A2 ._ o ICI} -- MAG6JLNE r,..-!'_ ._. _. _ HL 1 11..E �15 —1 /2„C _#1 _. CHANOELJERS k --- _ ! LL 10 1 I _ -- -- --- PL I 2 C 1 - ..— — A2 { 12 1 I # A2 ff A2 L \ I j i. A2ji I I I i 11- KEY NOTES: �CIRCUITING FOR FLUORESCENT LIGHTS AND INCANDESCENT FIXTURES TYPICAL FOP. ALL ® FURNISH AND INSTALL JUNCTION BOX AND CONTROL SWITCH FOR MOTORIZED PROJECTION 1 THREE CONFERENCE ROOMS. SCREENS IN CONFERENCE ROOMS. SWITCH SHALL BE SINGLE —POLE, DOUBLE —THROW WITH CENTER OFF. SPECIFY HUBBELL CAT. #1385I OR EQUIVALENT. O2 DIMMER SWITCHES SHALL BE LUTRON NOVA T— SERIES. DIMMER WATTAGE SHALL,BE 125% OF CONNECTED LOADS. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS O EXIT SIGNS AND EGRESS FIXTURES SHALL BE CIRCUITED -I-O UNSWITCHED IG TING REQUIRED BY FIELD INSPECTORI THAT BRANCH CIRCUITS. TYPICAL FOR ALL. MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, III 1 I I / I SCALE: 1 /4" ®1'-0" ING ENGINEERS 2103 CORPORATE DRIVE Dow. BOYNTON BEACH, FLORIDA §y426 T561) 738-4747 81 .,w MICHAEL A. TEELE, P.E. ENGINEER OF RECIORD iEG!3tB �FtEI14 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION s~ U �a o Z D Q —1 "b U C-_ �E U ' Z a F-- J J Q F— Q THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, N WHOLE OR N PART, MHHOUT EXPRESS WHITEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TIRE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT "THOUT PREJUDICE. 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' Al Al I 1-4 _ I I I cn I I T � I � L I _ 1 I -I------, is Al { AlE Al - s L.-ILt 1E� i 4-11 I I I O ' I■I■r�� n ime zq__ F I j• L j j � `"~` f I r'F L L iI L L L \ .I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPGCABLE CODES. fir/® O I . O O .• DE I AMrrw s , m HL-11 L I N I N � I N, N I L-- I =N ._ _I N -I SCALE: 1 4"=1' -o" D� I EEL�6ONSULTINGNOI&ERl,�SSUraIA 9 ES 2103 CORPORATE DRIVE. O BOYNTON BEACH, FLORIDA 3342153 (561) 738-4747 r M Al MICHAEL A TEELF, P.E. ENGINEER OF RE�DH❑ FLUIa&_R GI TTRAJION P.E. 32006 DATE. REVISIONS NO TITLE DATE 11 ffil� m�® Q U Q ' O O U z Q d W U z W)a 4-3 F- a 00w 0 J _j _Q I- � H THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR NNCH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR RT PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. RILE TO THE PLANS AND SPECIFICATIONS REMAINS PATH THE ARCHITECT YATHOUT PREJUDICE VISUAL CONTACT NTH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF 7HE ACCEPTANCE OF 1HESE RESIPoCTIONS. N � i M V r�— ca d- Q ct DRAWN BY SCALE MT CHECKED BY DATE MT Ian 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-2 OF - - -O A1E - Al O A1E- Al - _ 1 LL— 3 2"C #12 A1E 12 I I I ± 1 /2' C i _.A�,_--- E�------ai 1— — — ----- ---_. _ ---- ® 0 I II L I I k L 0 i I ( Al Al Lj i i I I ii j 10c I I-- ---- --- - { -- - I 1 1 i AlE I I I I I I I i II ( -Al f I c , j o � 7 1/2'1C — 12 I I _ I— A1E II I joO �� I I I I �- - { }.. L f3 I 0 0 "C, L#12 cn S 7Y ' 11 L; J 11... l l A2II I � I -i�'A;- Al I I IL-51 0 I1 / "C -012 A1II II ,,4LC - K L L I L J/ H Pill O O O I I x1 ML-9 K I 3/4"C - #$ I L® L O . _-_-------- _ 81 4_ E H I O E i � \� I � 12 j \� ` ME _ - I I L 1 — _ 1 /2"C —#12 i h .. _— S_..�. L L E I B1 - - ! G - I Ell I j 1, � I E I' I � 1 E I I I' I I z I L L I L --� i F Bi A1EIG I - � __.- I I Al 61 61, _-'O I2 1 /2"C #12 I ._a -------- AIE 10� � L-1 ( A .- �_ A2 _ _ A2 - 1/2'C — 12 O . 1 /2"C ( #12 I ; A2 2E - - - (/) i A2 _- 01 �Z e i7 15 CHANDELIERS • 1 I I -•-I A2 L _ 1 1 if-ILj _ I A2E j III O I OJAI, Bt x— + THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, L -x A1E Al x� :KEY MAP L 19 Al SCALE: 1 /4"=1'-0" fASSOCIATES Q CONSULTING ENGINEERS 2103 CORPORATE DRIVE haw BOYNTON BEACH, FLORIDA 3a426 (561) 73B-4747 MICHAEL A. TEELE, P.E. ENbNOJ1 DF-':RECORD 'G0,TRATUN .P E. 32006 DATE:. T N-2 9 2001 REVISIfJNS INOP TITLE DATE ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION U o o U Z Q 'd U w U a Z t F- a 0014 0 J Q H Q THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR V41CH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLCARON OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WTTN THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECSCA71ONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � A-; � o w � F� �r w w���� ' i .� Q; �I DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-3 OF CHANDELIERS • III-- - -- .. - -. — - _ -- .......--� . .__ . .... ..._...�..___. 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EXTEND CZ�-2' G12NDUT5 -= TO HAV TELEPtWNE/DATA DOM I � i I it ri � iI I- it I I ■ W�15 W15 W I A', it -- - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, i T TT I II _tT- i (4)-4" SCH. 40� I I PVC CONDUITS !j I EXTEND 48" BEYOND II' BLDG. FOUNDATION I I _- AND CAP. �1 -I------------- - I II LI 1 (2)-4A PVC CONDUITS I W.F., PHONE I STUB 4 A.F.F. H (TYP.) 1/21C -#12 'EL' HL COMPUTER LL. T.V.S. s1fl 30 A 12 45 75 A ii RL # I I l RL-19 W 1/2'G -#12 1 _ 15 ' J I 3No I e GO C 50 2 0 EL-5.7 3/ 4'G -#S EL-47.49 1/2"G -#12 =Y EL-43,45 RL 27 I 1/2'0 -#12 1/2'0 , #12 EL-51,53.55 1/2"0 -#12 L-1 %l e 1/2"G - 2,. W.P. EL-23 1/2'G -#12 5 ), SCALE: 1 /4"=�1'-0" 11:�LSL��NGI EASSOCIA 9 ES 2103 CORPORATE DRIVE �w.. BOYNTON BEACH, FLORIDA .'. 3426 (561) 738-4747 MICHAEL A. TEES E, P.E. \ NNH NEFR nF RE�OI3p _`LFtIP,4 iEbFTRATION P.E.320w_' , N,� 9 2001 DATE: • ` ' _ ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION z a U � � c� w O b o � U H V) U i W U 48 a w : a 00C*n 0 0- J H THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHO(E OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMA INS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT W11H THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. gill; ® O s1- (a� U'cj�;� 4 .� 41 Eft a� ct Q DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-5 OF , - - - -- if - - - I itI I I TT\ 1 r r.._ _ r I, C, i I r 1 j C.._ 1 i T r _ _; r_. y y y ... 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EXTEND CZ�-2' G12NDUT5 -= TO HAV TELEPtWNE/DATA DOM I � i I it ri � iI I- it I I ■ W�15 W15 W I A', it -- - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, i T TT I II _tT- i (4)-4" SCH. 40� I I PVC CONDUITS !j I EXTEND 48" BEYOND II' BLDG. FOUNDATION I I _- AND CAP. �1 -I------------- - I II LI 1 (2)-4A PVC CONDUITS I W.F., PHONE I STUB 4 A.F.F. H (TYP.) 1/21C -#12 'EL' HL COMPUTER LL. T.V.S. s1fl 30 A 12 45 75 A ii RL # I I l RL-19 W 1/2'G -#12 1 _ 15 ' J I 3No I e GO C 50 2 0 EL-5.7 3/ 4'G -#S EL-47.49 1/2"G -#12 =Y EL-43,45 RL 27 I 1/2'0 -#12 1/2'0 , #12 EL-51,53.55 1/2"0 -#12 L-1 %l e 1/2"G - 2,. W.P. EL-23 1/2'G -#12 5 ), SCALE: 1 /4"=�1'-0" 11:�LSL��NGI EASSOCIA 9 ES 2103 CORPORATE DRIVE �w.. BOYNTON BEACH, FLORIDA .'. 3426 (561) 738-4747 MICHAEL A. TEES E, P.E. \ NNH NEFR nF RE�OI3p _`LFtIP,4 iEbFTRATION P.E.320w_' , N,� 9 2001 DATE: • ` ' _ ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION z a U � � c� w O b o � U H V) U i W U 48 a w : a 00C*n 0 0- J H THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHO(E OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMA INS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT W11H THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. gill; ® O s1- (a� U'cj�;� 4 .� 41 Eft a� ct Q DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-5 OF W�15 W15 W I A', it -- - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, i T TT I II _tT- i (4)-4" SCH. 40� I I PVC CONDUITS !j I EXTEND 48" BEYOND II' BLDG. FOUNDATION I I _- AND CAP. �1 -I------------- - I II LI 1 (2)-4A PVC CONDUITS I W.F., PHONE I STUB 4 A.F.F. H (TYP.) 1/21C -#12 'EL' HL COMPUTER LL. T.V.S. s1fl 30 A 12 45 75 A ii RL # I I l RL-19 W 1/2'G -#12 1 _ 15 ' J I 3No I e GO C 50 2 0 EL-5.7 3/ 4'G -#S EL-47.49 1/2"G -#12 =Y EL-43,45 RL 27 I 1/2'0 -#12 1/2'0 , #12 EL-51,53.55 1/2"0 -#12 L-1 %l e 1/2"G - 2,. W.P. EL-23 1/2'G -#12 5 ), SCALE: 1 /4"=�1'-0" 11:�LSL��NGI EASSOCIA 9 ES 2103 CORPORATE DRIVE �w.. BOYNTON BEACH, FLORIDA .'. 3426 (561) 738-4747 MICHAEL A. TEES E, P.E. \ NNH NEFR nF RE�OI3p _`LFtIP,4 iEbFTRATION P.E.320w_' , N,� 9 2001 DATE: • ` ' _ ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION z a U � � c� w O b o � U H V) U i W U 48 a w : a 00C*n 0 0- J H THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHO(E OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMA INS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT W11H THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. gill; ® O s1- (a� U'cj�;� 4 .� 41 Eft a� ct Q DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-5 OF THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHO(E OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMA INS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT W11H THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. gill; ® O s1- (a� U'cj�;� 4 .� 41 Eft a� ct Q DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-5 OF DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E-5 OF it _ � u M Gk�LINE r L, ��r f Tr ' I ..tip_- i ) RT 3O 3 j i1) W.P. i� G.FJ. NV-37.39,41 % 3/4 G #8 c.ri RL 4 RL-35 1/2'G -#12 �- r - 1/2'0 -#12 EXTEND C2J-2' COAMATS TO MAN TELEPHONE/DATA �i i ROOM - I i (., j t i I7 _�7 I �. , s' RT I RT p 7 10 t i i W.P. t t u :-a 0 3 s25 ( { lo l) { i FtV-20.22.24 : _.1 I_j i t 3/4'G #10, , I I rI RT i LEI 30 -71 EL-51m_ I � I( 1R 5 2 0 RL-45.47.49 �25(I w.P 1/2'0 -#12 1/2'0 -#121/2'G -#12 wG.•FP._I. -#1 ) R -69 i 'f L-53 I ! 0 RL- 57 i- /1 i a - \, -� 1 - _ ... _ ILLWy P__ 1./2' -#12 _ i 1 G -#1L ! - t. ) V G.25.30-i i i 1/2 G #� ( Gn. _ h -I ) 3/ 'G -#10 IIi r ( ITV-�,10.) 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V C J � O 0 Lij 0 � u; (n � W w per., Oo � o fl J Q CL THE USE OF THESE PLANS AND SPECIF- ICATIONS SMALL BE RESTRICTED TO THE ORIGINAL SITE FOR MHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION. PUBLICATION OR RE -USE BY ANY METHOD, IN THOLE OR N PART, MATHWT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS MATH THE ARCHITECT 1MTHWT PREJUDICE VISUAL CONTACT MATH THESE PLANS AND SPECIFICATIONS SHALL CWSRTUIE PRIMA FASGIE ENDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. Q-i p O W � 'o rw con DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEETNUMBER E-6 OA T TT 1 I( i I I PVC CONDUITS EXTEND 48" BEYOND I I BLDG. FOUNDATION 11 AND CAP I II Twm ®g15 11 w __ 1 , (2,-4- SCH.._.- ___._. _ f____ ! ._._. _41.. CONDUITS = 7 x. I V - r PHON } R!L A.F.F. H rr ) i -15 RL-13.3q /2 G -#12 `EL' (TYP. 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EL - l 43.45I, /2'G -#12 i RL-27,� 11 1 If i RL-29 ",,1/2'G 1#12 �I EL-51,53.55 I ,__. 1/2'G -#12 - 1/2'G -#12 7 ; w lJ T5 e\ :C —2' GONG ��5 3 NTq ONEIDA ra _ [ A/ f %I j (KEY NOTES: FURNISH AN Q I � (FOR RESTRC STARTER 4 BE INTERLO( I. FURNISH AN i jCONDENSER EL-44,4G,48 PULL CORD 3/4'0 -#10 j { EXTERIOR UI { RL-3G 1 3/4'0 -#10 { EL-50,52.54 3/4'G -#10 EL-G.8 t� 1'G -#G 1 w 5 RL 2 - 2'G #12 GO EL-G3 RL-32 1/2'G - 1 I 1/2 G -#12 /2'G -#12 sa 72 _ARL AI I , �f , / 2' G _ 11 RL-10` 1 1/2"G -#12 ,\ 1/2'G - 2--- O W.P. NL_—O `G -#12 "b-- RL-G 1/2'G -#12 1 #12 THESE PLANS AND ALL PROPOSED WORK""' ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. KEY MAP - i i 1 ' LI I { i, i I i I it Q NS�ALL MOTOR -RATED SWITCHES AND INTERLOCK RELAYS ')h E HAUST FANS. SPECIFY SQUARE D CAT. #2510FR1 b CA . #8501C07VO4 OR EQUIVALENT. EXHAUST FANS SHALL f< D TH RESPECTIVE RESTOOM LIGHTING CIRCUIT(S). INS ALL JUNCTION BOX AT AIR HANDLER AND RESPECTIVE 3T. (CONNECT JUNCTION BOXES WITH 1" CONDUIT AND IONTROL WIRING REQUIREMENTS. JUNCTION BOXES AT IIFIJI S ALL BE RATED NEMA-3R. I I I { I l I i j G 0 .HOB •20090 MICHAEL A. TEELE, P.E. ENblkkFt OF RECOHU FL CA, FiE�I TjlA7IgN <R:E.32005 ' SCALE: 1/4"=V-0" - T���� ASSOCIATES D4 203 CORPORATE( NEDRIVE DATE q �eew BOYNTON. BEACH, FLORIDA 3`0426 (560 738-.4747 � 9 2UU1 ISSUANCES DATE TITLE BID PERM CONSTRUCTION Z U J o- � j Iw- U �0 (n �d V W U � w 00 V) o 0- -J Q H E? � a THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR NIICH THEY WERE PREPARED AND PUBLICATION THEREOF IS DIPRESSLY LIMITED TO SUCH USE. REPRODUCTION. PUBLICATION OR RE -USE BY ANY METHOD, IN WIOIE OR IN PART, NTHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS NTH THE ARCHITECT WTHOUT PREJIAICE VISUAL CONTACT NTH THESE PLANS AND SPECIFICATIONS . SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � Q O h-- 9 7=� M cJ r7l Q� r- 4� p 03 r-� CA DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00" SHEET NUMBER E — 7 OF u i RL-78 Qb I MATGN INE ' ErEL-18 3 T:rl _ EL-1G.. - RL-10' 1/2 G #12 I 1/2`G #12 O rt r I; O I� j i , ii 71 i � T q -23 o1KJ j /2'G -#12_- -#12 I !15 1 Li I { —n } EL-14 P, 3012 i I L s j 1 /2'G —#12 -- -- —_ --- _— 12 �5 3/4'G -#10 it r LL •- f WP. , gg , „ -. T "' ___. ,..._ __.._-.—._... �-�amw� _ - s�^^ __ea+.. � _ _ __�,-_�•_�..�-sc�z-��-s.•_ _ - _ _ _.. ._ _.. _ _ .._ .. _-- �-��a=— __ _ a� — �.,��m.a..n_.:�—.�.>..,,.� —_ —'___ egmz-> — a�.�_.mQ ___ _ �s-...—,�® Gig__.. ©�-- \ ► ►. GO 2 19 c GO I� ► c� © !� RL-28.30 1 --- ---- ©, 1/2'G —#12 r EL-1.3 ! 1'G —#G �I RL-22.24.2G 1/2"G —#12 j 1 I i � I I i RL-1G.18.20 0 _ 1/2 G -#12 - EL-2.4 RL-41 "- 5/4"G -#10 1'G -#G I RL-44.4G.48 =-- 1/2 G —#12Go 2 GO 0 e At. 1 2 a G _. G _ r nc I� G.FL 1 G RL-G4 RL-72.7G _ 1/2 G -#12 y ac 30 RL-54 1— 1/2'G —#12 w.P 30 3 W.P. "G j k ;y 13 1/2'G -#12 14 5 3 . I _ 2525 O qpW P. �- C7 ❑ . G O ' G.F.I. _.-k_--� HV-38.40.42 HV 44.4G.48 I 3/4'0 -#10 I 10 - � �l RL`=62 I ��I RL- O RL-_5� 1 1/2'0 -#12 RL-GG # L (9 1/2'G -#12 1/2'G -#12 F', { 1/2'G -#1 I ©� a ;, a f a ' j ❑ ,� ' (21 OO 000 OLIO 000 OO OOJO � U U OLIO U I RL-58 RL-G5 f RL-52 1/2"G -#12 1/2'G -#12 ?�I I , ' 1/2'G -#12 W -I5 W 15 1/ ' -- --- - --- ----- �. `' ��II i�.�.,I_ •,WP fall f �` Ij x la �� IJU I RL-34 3/4'G -#10 EL-20.22 II 6 f ® T 30 2 3/4'0 -#10 J w.P. � _ 4 �II J GO ® 2 50 O EL-27.29 -Go 2 3/4'G -#8 e ® I W.-P. W P , EL-28,30 I J O 1'G -#G j 19 I GO 2 I i HV-49.51.53 14 ® 150 3 1/2'G -#12 ' A—W.P. G.F.1. w P -''/� HV-43,45.47 30 3 13 25 f � 1 I. 2 TYP. KEYNOTES: O FURNISH AND INSTALL MOTOR -RATED SWITCHES AND INTERLOCK RELAYS FOR RESTROOM EXHAUST FANS. SPECIFY SQUARE D CAT. #2510FR1 STARTER AND CAT. #8501C07VO4 OR EQUIVALENT. EXHAUST FANS SHALL BE IN-rERLOCKED WITH RESPECTIVE RESTOOM LIGHTING CIRCUIT(S). 2O FURNISH AND INSTALL JUNCTION BOX AT AIR HANDLER AND RESPECTIVE CONDENSER UNIT. CONNECT JUNCTION BOXES WITH 1" CONDUIT AND PULL CORD FOR CONTROL WIRING REQUIREMENTS. JUNCTION BOXES AT EXTERIOR UNITS SHALL BE RATED NEMA-3R. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. KEY MAP SCALE: 1 /4' =1'-0" 1�C GETNCNE;&EASSOCIATES 2103 CORPORATE DRIVE INERS 0. BOYNTON BEACH, FLORIQA 33426 (561) 738-4747 im .20030 MICHAEL A. TEELF, P.E. ENGINPER OF RECORD Fb iIDA "EDSTRA10 P.E. 32006 DATE: N 2 9 2001 ISSUANCES DATE T11'LE BID PERMIT CONSTRUCTION FA 4 [ Z a� U _J a 0 w b '° U w 0.2 � Ua w a 4-1 0000 `n O a_ J Q F— a F THE USE OF THESE PUNS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN MOLE OR IN PART, 111THOUT EXPRESS VATTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PUNS AND SPECIFICATIONS REMAINS WIN THE ARCHITECT WHOUT PREJUDICE VISUAL CONTACT LATH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � p p w N cr� � w � � c Q O o Q DRAWN BY SCALE MT CIIECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SlIEET NUMBER E-8 OF ELECTRICAL SPECIFICATIONS t 101ENEi4AL SPEC MATHS A. GENERAL: The requirements of the general, supplementary and special conditions of the contract specifications and drawings are hereby made a part of this section of the specifications. It is the intent of the plans and specifications to provide a complete and operating installation including all obviously necessary items even though items are not Indicated on the drawings or specifications. C. PERMITS, SALES TAX, ETC.: The contractor shall secure and pay for all permits, State Sales Tax, Federal Excise Tax, royalties and other taxes or fees as required for installation of a complete system as outlined herein and as shown on the plans. The contractor shall secure all necessary licenses and insurance. D. CODES: The work shall comply with latest applicable requirements of the NFPA and all local codes governing this installation as a minimum standard unless specifications listed herein or shown on the plans require a higher minimum standard. E. BRANDS OF EQUIPMENT: Where one manufacturer only is named, the bids shall be based on furnishing equipment or materials by this manufacturer. Products of other manufacturers will be considered for use if in the engineer's opinion the item requested for substitution is equal to that specified. Where no manufacturers are named, the contractor shall select equipment or material which meets the specifications. F. DEPARTURES FROM DRAWINGS. The contract drawings indicate the extent and general arrangements of equipment and systems. If any departures from the contract drawings are deemed necessary by the contractor, details of such departures and reasons therefore shall be submitted to the engineer for approval. No such departures shall be made without the prior written approval of the engineer. G. CHANGES: The contractor shall conform to all reasonable changes without additional cost. H. ERRORS AND OMISSIONS: All obvious errors and/or omissions in the above mentioned documents shall be called to the attention of the engineer at least four days prior to the bid date. If notification is not received, no extras to the original drawings and specifications will be authorized. 1. GUARANTEE: The contractor shall provide a guarantee against defective workmanship, materials or equipment for a period of one year from the date of acceptance. This guarantee shall include all costs encountered in the replacing of defective work or materials. The contractor shall convey to the owner any additional guaranties or warranties provided by the manufacturer of an Individual item, equipment or material. 2. RACEWAY A. EMT: May be used for all branch circuit wiring in areas above grade and within the the building. All EMT shall be galvanized. All EMT fittings shall be steel with set screws. B. PVC: Shall be schedule 40 high impact, UL approved, and shall be Installed underground or In the slab. C. RIGID CONDUIT: Shall be used for all exterior installation where mechanical damage is possible. 3. WIFIE AND CABLE A. CONDUCTORS: Shall be copper. Insulation shall be type THHN/THWN for ALL sizes. Minimum size wire No. 12, Conductors NO. 10 and larger are to be stranded. Branch conduit outlets shall be connected as indicated. B. COLOR CODES: Conductors shall be color coded throughout. Same color shall be used for branch circuit wiring of a given phase. Grounded conductors No. 4 AWG and larger may be Black, But shall be identified with colored tape in junction boxes, pull boxes, panels and service equipment. (o) 120/240V or 120/208V systems �1 Three wire circuits — one block, one red and one white 2� Four wire circuits — one black, one red, one white, one blue. (b) 277/480V systems —one brown, one orange, one yellow, one gray (c) Continuity of neutrals of multi —wired branch circuits shall not be made on terminals of any device. This will assure no opening of neutral in replacement of device. C. SPLICES: Sa #10 and below — Scotchlok or equal lb�#8 and larger — Not allowed 4. BOXES A. OUTLET BOXES: Section welded galvanized stamped steel for gang sizes required, Sectional boxes will not be acceptable. Boxes larger than standard shall be provided in accordance with the National Electrical Code where necessary to prevent crowding of wires. B. FLOOR BOXES: To be Carlon E971FB with E97ABR adapter for cast Bronze cover plates as manufactured by Steel City. 5 WI V40 DEVICES A. MOUNTING HEIGHTS: NbSwitches at 4'0" or as noted Receptacles at 18" or as noted Telephone outlets at 18" or as noted B. WALL SWITCHES: Shall be intermediate grade, quiet —type, high performance switches rated at 15A.277v. Color and switch plates as directed by the Architect and Interior Decorator. C. RECEPTACLES: See general notes on this sheet for requirements. D. POWER OUTLETS: Leviton or Slater, type and size as noted. E. DIMMER SWITCHES: Shall be equal to Lutron #N — 1500 ML slide dimmer with touch — button on/off switch with Lutron #N — SML for three way control. Low voltage dimmers shall be Nova Series, load coordinated as required. 6. DL90ONNECT SWRCHES Shall be furnished with enclosures as required by exposures either NEMA 1 or 3R and shall be horsepower rated, heavy duty with fuses as noted. B. NON —FUSIBLE DISCONNECT SWITCHES: Shall be provided for all motors located out of sight of motor controller and where Indicated on the drawings. Disconnect switches shall disconnect all ungrounded conductors. C. FUSES: To be furnished for fusible equipment. Motor fuses shall be bus fusetrons rated between 125 and 150 percent of motor name plate rating. Furnish extra set of spare fuses for each fused disconnect installed. Spare fuses to be placed within a fuse cabinet located in the electric room. 7. PANEL.BOARD, LOADCEMiEFI A. Loadcenters shall be as noted on plans with cover and typewritten directory inside of cover. Panelboards shall be the product of Cutler —Hammer or Square D. a LKOHTiJC11f9XTlhiES A. Unless otherwise noted, Light Fixtures will be furnished and installed as Indicated on the lighting fixture schedule for Installation by the electrical contractor. 9. IDENfFICATI IN A. Tag all conductors and identify major conduits in or at wireways, panels, puliboxes, switchboards, motor controllers, cabinets and similar Items to assist in future circuit tracing. Conductor tags shall be nonconductive. B. Identify all circuits and equipment to correspond with the plans and specifications. 111 CLEAN-UP A. On completion of work, remove all excess material, equipment and debris. Leave workspace in clean condition. SYMBOL DESCRIPTION S SINGLE POLE SWITCH — 20A/120V. S3 3 — WAY SWITCH — 20A/12OV. S4 4 — WAY SWITCH — 20A/12OV Si DOOR JAMB SWITCH FOR CLOSET LIGHTS © DIMMER SWITCH LD03 3 — WAY DIMMER SWITCH 4 HALF —SWITCHED DUPLEX RECEPTACLE — 20A/125V 4 DUPLEX RECEPTACLE 0 42" A.F.F. — 20A/125V DUPLEX RECEPTACLE — 20A/125V DUPLEX RECEPTACLE — 20A/125V QUADRAPLEX RECEPTACLE — 20A/125V 8II DUPLEX RECEPTACLE — 20A/125V LQ ISOLATED GROUND. II 8 DUPLEX RECEPTACLE — 20A/125V D.F.I. GROUND FAULT INTERRUPTER. 6W.P OUTLET — WEATHERPROOF. ® POWER OUTLET — VOLTAGE & SIZE AS NOTED. FLOORBOX WITH DUPLEX RECEPTACLE 20A/125V. E1 DISCONNECT, VOLTAGE & SIZE AS NOTED. m JUNCTION BOX 4", WITH BLANK COVER. V TELEPHONE OUTLET —WALL MOUNTED. EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. FAX FAX OUTLET —WALL MOUNTED. EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. ® PANEL, SIZE & VOLTAGE — SEE PANEL SCHEDULE. CEVISION OUTLET. EACH OUTLET OHAVE © ROUTED BA 1 W/ ULL STRING ROUT TELEPHONE BOARD. © COMPUTER TERMINAL. EACH OUTLET TO HAVE 3/4"C W/PULL STRING ROUTED BACK TO TELEPHONE BOARD. SYMBOL DESCRIPTION 2' x 4' RECESSED FLUORESCENT FIXTURE FEI2' x 2' RECESSED FLUORESCENT FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE. O RECESSED DOWNLIGHT FIXTURE. O RECESSED DOWNLIGHT FIXTURE — WALL WASH 0 SURFACE MOUNTED INCANDESCENT FIXTURE WALL MOUNTED INCANDESCENT FIXTURE ® EXIT FIXTURE. EMERGENCY LIGHT. 1 SYMBOL I DESCRIPTION 1 ® AFP-600 ANALOG VOICE SYSTEM WITH FLASH SCAN TECHNOLOGY. ® LCD-80 REMOTE ANNUNCIATOR WITH CONTROL FUNCTIONS. FSP-751 PHOTO—SMK. DETECTOR ® W/B71OLP BASE. �\ FST-751 ANALOG THERMAL DET. v W/B71OLP BASE / � 0 HD-604 190 DEG. FIXED TEMP. THERMAL DETECTOR. F FSD-751P DSD W/ PHOTO HEAD O AND ST-3 SAMPLING TUBE. RX FRM-1 ADDRESSABLE RELAY MODULE HA FMM-1 MONITOR MOD. CLASS "A" He FMM-101 MONITOR MOD. CLASS "B" CX FCM-1 ADDRESSABLE SIGNAL MODULE NBG-12LX MANUAL PULL STATION ® ADDRESSABLE. c ET902475C—FW CEILING SPKR/STRB. T5 AS REQUIRED. w ET702475W—FR WALL SPKR/STRB. 75 COMMON AREAS. RSS-2475—FR WALL MNT STROBE MNT 0 80" AFF is E90—W SPEAKER, ROUND, 1/8-2WATT ®W ALL APARTMENT UNITS. GX-9123F PHOTO—SMK. DETECTOR OA 110V AC APARTMENT UNITS, (ONLY) Q WATER FLOW SW. W/ FMM-101 GATE VALVE W/ FMM-101 CARBON MONOXIDE DET., CM-21A CMD DUAL STAGE DETECTOR... ® SSP0000620 ELEVATOR WARNING MOUNT AT 54" MAX A.F.F. ALL COMPONENTS ARE NOTIPIER (FLASHSCAN). LIGHTING FIXTURE SCHEDULE TYPE VENDOR CATALOG NUMBER DESCRIPTION MOUNTING LAMP VOLTAGE REMARKS Al COLUMBIA P424-332G—LD3X6—S—EB8277—C322 2'X4', 3—L PARABOLIC TROFFER RECESSED 3—F32T8 SP35 277V A1E COLUMBIA P424-332G—LD3X6—S—EB8277—C322— L2'X4', 3—L PARABOLIC TROFFER RECESSED 3—F32T8 SP35 277V EMER. BATTERY BACKUP A2 COLUMBIA P422-317G—LD3X3—S—EB8277—C322 2'X2', 3—L PARABOLIC TROFFER RECESSED 3—F17T8 SP35 277V A2E COLUMBIA P422-317G—LD3X3—S—EB8277—C322— 'X2', 3-1- PARABOLIC TROFFER RECESSED 3—F17T8 SP35 277V EMER. BATTERY BACKUP B1 COLUMBIA 4PS24-332G—FSA12.125—EB8277—C322 2'X4', 3—L TROFFER RECESSED 3—F32T8 SP35 277V B2 COLUMBIA 4PS22-317G—FSA12.125—EB8277—C322 2'X2', 3—L TROFFER RECESSED 3—F17T8 SP35 277V C PRESCOLITE 79X—ST832 6" INCANDESCENT PARABOLIC DOWNLIGHT RECESSED 1-120/PAR38/CAP fYOV D PRESCOLITE CFR826UEB—ST492A 8" C.F. DOWNLIGHT RECESSED 2—PL28DTT SP35 277V DE PRESCOLITE CFR826UEB/EM—ST492A 8" C.F. DOWNLIGHT RECESSED 2—PL28DTT SP35 277V EMER. BATTERY BACKUP E DUAL—LITE EZ-2R EMERGENCY EGRESS FIXTURE RECESSED INCLUDED 277V EMER. BATTERY BACKUP F PRESCOLITE CFR813U 8" C.F. LENSED DOWNLIGHT RECESSED 2—PL13TT SP35 277V G COLUMBIA CS8-232-4EB8277—SS18 8% 2—L FLUORESCENT STRIP SUSPENDED 4—F32T8 SP35 277V MOUNT 10'0" A.F.F. H COLUMBIA CSR4-232—EB8277 2—L, 4' INDUSTRIAL STRIP SUSPENDED 2—F32T8 SP35 277V MOUNT 9'0" A.F.F. I PRESCOLITE CFR818UEB—ST492A 8" C.F. DOWNLIGHT RECESSED 2—PL18DTT SP35 277V IE PRESCOLITE CFR818UEB/EM—ST492A 8" C.F. DOWNLIGHT RECESSED 2—PLI8DTT SP35 277V EMER. BATTERY BACKUP J COLUMBIA CS4-232—EB8277 2—LAMP STRIP FLUORESCENT SOFFIT 2-1732T8 SP35 277V MOUNT IN SOFFIT K PRESCOLITE 1222—ST262 6" INCANDESCENT DOWNLIGHT RECESSED 1-10OW A19 120V L PRESCOLITE RHD601-10OMHFE—STH602 H.I.D. EXTERIOR DOWNLIGHT RECESSED 1-10OW MH ED17 277V MOUNT IN ROOF SOFFIT M COLUMBIA CSR4-232—EB8277—CSRA4 2—L, 4' COVE STRIP COVE MOUNTS 2—F32T8 SP35 277V W/ ASSYMMETRIC REFLECT KIM WD14U3/10OMH277/WH—P/ H.I.D. CUTOFF LUMINAIRE UPLIGHT SURFACE 1-10OW MH ED17 277V ENTRY CANOPY UPLIGHT rXIN 0 COLUMBIA W2-217—EB8277 2' OVER —MIRROR WALL BRACKER SURFACE 2—F17T8 SP35 277V MOUNT OVER MIRROR DUAL—LITE LXUGWE UNIVERSAL EXIT SIGN SURFACE INCLUDED 277V EMER. BATTERY BACKUP ELECTRIC LOAD CALCULATION — SERVICE LINE NEUT. GENERAL LIGHTING 54.6 33.8 (BUILDING AND SITE LIGHTING) GENERAL RECEPTACLES (86.OkVA) 48.0 0.0 (DIVERSITY PER NEC 220-13) MISC. EQUIPMENT/MOTOR LOADS 54.8 0.0 SUBTOTAL: 157.4 33.8 LARGEST OF THE FOLLOWING A/C EQUIPMENT (206.6kVA) ELECT. HEAT (236.8kW) 236.8 0.0 TOTAL DEMAND (kVA): 394.2 33.8 DEMAND AMPACITY AT 277/48OV, 3PH, 4W 474.4 40.7 SERVICE PROVIDED — 800A., 277/48OV, 3PH, 4W EXTERIOR O FPL XFMR O I© I W TORK #2101 TORK #7200ZL TC ® 11 PANEL PANEL PANEL PANEL 30 - .W .�. •�• •RL• XFM O 11 0 ELECTRIC NOTES O1 2 SETS OF — 4" CONDUIT WITH (4)-500kcmil THHN CU. CONDUCTORS AND (2) 4" SPARE CONDUITS TO POINT OF SERVICE BY FP&L. O2 3/4" X 10' CU GIRD ROD. O(1) #2/0 CU GIRD THERMALLY BONDED TO THE GROUND ROD, CWP, AND EXTENDED TO THE BUILDING STEEL. ®SERVICE GUTTER. 800A 277/48OV, 3 PHASE, 4 WIRE. 8" X 8" X 60" SQUARE—D CLASS 5100 OR EQUIVALENT. OFUSED DISCONNECT — 60 AMPERE, 3—POLE, S.E.—RATED. SQUARE—D #311OH322N OR EQUIVALENT. (4)—#6, (1)—#10 G., 1" C. © SURGE SUPPPRESSOR. WIREMOLD ZONEMASTER #ZHC120Y—E OR EQUIVALENT. O ELECTRIC —HOLD CONTACTOR. SQUARE D #8903 LG60VO2 OR EQUIV. ® BRANCH CIRCUIT PANELS. SEE PANEL SCHEDULES FOR ADDITIONAL PANEL AND FEEDER SPECIFICATIONS. O9 FEEDER TO CONSIST OF (3)—#6, (1)—#8 GND. IN 1" CONDUIT. OO FEEDER TO CONSIST OF (3)—#8, (1)—#10 THHN CU IN 3/4" CONDUIT. 11 DRY —TYPE TRANSFORMERS, SIZED AS RATED. SPECIFY SQUARE D #7400—__T3H SERIES OR EQUIVALENT. © (2) 4" CONDUITS WITH PULL CORDS STUBBED UP 4" A.F.F. AND 48" BEYOND EDGE OF BLDG. FOUNDATION. CAP AND SEAL BOTH ENDS. Q FEEDER TO CONSIST OF (3)—#2, (1)—#6 THHN CU IN 1-1/4" CONDUIT. SWITCHGEAR ROOM PANEL®I PANEL.® I ®PANELI ELECTRICAL RI ER DIAGRAM THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. TELEPHONE EQUIP. BOARD 4'X8'X3/4" �� TEELE & ASSOCIATES �.I 0—2iO3 CORPORATE DRIVE L-/OwmU BOYNTON BEACH, FLORIDA 33426 (561) 738-4747 U Jag .20090 ICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA RFDISiRATION P.E. 32005 I N292001 DATE: 7:m ISSUANCES DATEI TITLE BID PERMIT CONSTRUCTION N Z U O � Q U_ O O W _ �� C) W u W Q W) � W oo Tn In Z W H U W J a THE USE OF THESE PUNS AND SPEaF- ]CATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOE OR IN PART, MTHOUT EXPRESS WRTTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WTHOUT PREJUDICE VISUAL CONTACT M1TH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. r1•i O O N � W a = p � O C/DCn hr"I F�(yl d� �-n CCj � •--I �,-•I `ice � o � DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER E - 9 OF BUS AMPSI DESCRIPTION I BREAKER 11 CIR. NUM. IBREAKER DESCRIPTION BUS AMPS A I B I C TRIPIPOLEII potE TRIP A B C 15 LIGHTS - RESTROOMS/CORR. 20 1 1 2 1 20 LIGHTS - CONFERENCE 6 16 LIGHTS - OFFICES 20 1 3 4 1 20 LIGHTS - CONFERENCE 6 10 LIGHTS - CLASSROOMS 20 1 5 6 1 20 LIGHTS - CONFERENCE 6 3 LIGHTS - MAIN LOBBY 20 1 7 8 1 20 LIGHTS - CONF. LOBBY 11 S LIGHTS - BLDG. EXTERIOR 20 1 9 10 1 20 LIGHTS - CLASSROOMS, 14 8 LIGHTS - BLDG. EXTERIOR 20 1 11 12 1 20 LIGHTS - CLASSROOMS 14 - SPARE 20 1 13 14 1 20 SPARE - - SPARE 20 1 15 16 1 20 SPARE - - SPARE 20 1 17 18 1 20 SPARE - - SPARE 20 1 19 20 1 20 SPARE - - SPARE 20 1 21 22 1 20 SPARE - - SPARE 20 1 23 24 1 20 SPARE - - SPACE - 1 25 26 1 - SPACE - - SPACE - 1 27 28 1 - SPACE - - SPACE - 1 1 29 30 1 - SPACE - - SPACE - 1 31 32 3 110 PANEL 'EL' VIA TRANS. 74 - SPACE - 1 33 34 74 - SPACE - 1 1 35 36 1 74 43 PANEL 'RL' VIA TRANS. 70 3 37 38 3 45 PANEL 'LL VIA TRA S. 25 43 39 40 1 12-51 1431 41 42 25 TOTAL AMPS BUS A 177 BUS B 186 BUS C 180 GROUND BUS IS RE UIRE CONNECTED KVA 150.4 DEMAND KVA 150.4 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 42,000 RMS SYM. FEED TO BE BOTTOM • SERVICE ENTRANCE RATED PANELBOARG. "HV„* a t R fY �A P X 4 x h 6 o-rf e ss l a� tt ki t n C A I„THHN U �v 4 t S r , kax 4 k BUS AMPS DESCRIPTION BREAKER CIR. NUM. BREAKER DESCRIPTION BUS AMPS A B C TRIP POLE OLE TRIP A B C 25 RTU-1 35 3 1 2 3 25 RTU-7 17 25 3 4 17 25 5 6 17 25 RTU-2 35 3 7 8 3 25 RTU-8 1 17 25 9 10 17 251 11 12 1 17 25 RTU-3 35 3 13 14 3 25 RTU-9 17 25 15 16 17 25 17 18 17 25 RTU-4 35 3 19 20 3 25 RTU-10 17 25 21 22 17 .251 23 24 17 25 RTU-5 35 3 25 26 3 25 RTU-11 17 25 27 28 17 25 29 30 17 25 RTU-6 35 3 1 31 32 3 25 RTU-12 17 25 33 34 17 25 35 36 1 17 23 RTU-15 35 3 37 38 3 25 AH-13 15 23 39 40 15 1231 41 42 15 18 CU-13 25 3 43 44 3 25 AH-14 15 18 45 46 15 18 1471 48 1 1 115 11 CU-14 15 3 49 50 3 30 SPARE - 11 1 51 52 - 11 53 54 - TOTAL AMPS BUS A 334 BUS B 334 BUS C 334 GROUND BUS IS RE CONNECTED KVA 277.8 DEMAND KVA 249.5 KEYED DOOR LATCH INTERUPTING RATING 42,000 RMS SYM. FEED TO BE BOTTOM, UIRE IS IN T REQUIRED * SERVICE ENTRANCE RATED BUS AMPSI DESCRIPTION BREAKER 11 CIR, NUM. IBREAKERI DESCRIPTION I BUS AMP A I B I IPOLEII POLEITRIP A IB I C 40 AH-18 60 2 1 2 2 60 AH-19 42 40 3 4 42 31 _ __ AH-16 50 2 5 6 2 60 AH-17 42 31 7 8 42 20 RTU-20 30 2 9 10 2 30 WATER HEATER 22 20 11 12 22 6 DROP -DOWN PROJ. SCREENS 20 1 13 14 1 1 15 1 H.W. RECIRC PUMP 2 12 RECEPT. - CLG. PROJ. 20 1 15 16 1 15 EF-2, EF-3 4 12 RECEPT. - CLG. PROJ. 20 1 17 18 1 15 EF-1 6 12 RECEPT. - CLG. PROJ 20 1 19 20 2 1 30 CU-16 16 4 FIRE ALARM PANEL 20 1 21 22 16 - SPARE 20 1 23 24 2 50 CU-17 25 - SPARE 20 1 25 26 25 21 CU-18 40 2 27 28 2 60 CU-19 30 21 29 30 30 - SPARE 20 1 31 32 1 20 SPARE - -I ISPARE 20 1 33 34 1 20 SPARE - _ ISPARE 20 1 35 36 1 20 SPARE - - ISPACE - 1 37 38 1 - SPACE - - ISPACE 1 - 1 39 40 1 1 - ISPACE - - ISPACE I- 1 4-11 42 TOTAL AMPS BUS A 210 BUS B 213 BUS C 210 GROUND BUS IS REQUIRED CONNECTED KVA 90.2 DEMAND KVA 61.6 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 10,000 RMS SYM. FEED TO BE BOTTOM W/ FEED-THRU LUGS , b k a PANEL.B AR®R ELw SEICiIC)hl 2C7{^� 21 R a N / tf , b 1 5a 1' y 4 4r � b RATEDVOLTAGE 120/208V 3PHASE 4 WIRE LOCATION ] m , Fl 11 Y RATED 225 M n . TE OU NTING x ,T r I 3r ,MAIN'F N LUGS ELDER CO bUCTO N � z CUNT3iANCH P LES 42 FE 0iNG"DUIa, Y f ., i.Y.. s RA.N H DEVICES PLUG -ON Q a n. rvl 4 3 s f 1 ,. , r r,. BUS AMPS DESCRIPTION BREAKER CIR. NUM. IBREAKER I DESCRIPTION BUS AMPS A B C TRIP IPOLEj OLE TRIP A B C 8 RECEPT. - VENDING 20 1 43 44 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 45 46 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 47 48 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 49 50 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 51 52 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 53 54 1 20 RECEPT. - CATERING 16 8 RECEPT. - VENDING 20 1 55 56 1 20 SPARE - 6 RECEPT. CLASSROOM 20 1 57 58 1 20 SPARE - 6 RECEPT. CLASSROOM 20 1 59 60 1 20 SPARE - 8 RECEPT. - BREAK REFRIG. 20 1 61 62 1 20 SPARE - 13 RECEPT. - DW/DISPOSER 20 1 63 64 1 20 SPARE - - SPARE 20 1 65 66 1 20 SPARE - - SPACE - 1 67 68 1 - SPACE - - SPACE - 1 69 70 1 - SPACE - - SPACE - 1 71 72 1 - SPACE - - SPACE - 1 73 74 1 - SPACE - - SPACE - 1 75 76 1 - SPACE - - SPACE - 1 77 78 1 - SPACE - - SPACE - 1 79 80 1 - SPACE - - SPACE - 1 81 82 1 - SPACE - - SPACE - 1 83 84 1 - SPACE - TOTAL AMPS BUS A 64 BUS B 67 BUS C 54 GROUND BUS IS REQUIRED CONNECTED KVA 22.2 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 10,000 RMS SYM. FEED TO BE TOP rc T r - ?•f x- P s r _ "� r •- a xis ,r rs 1,+ RAfiED VOL7ACE� ��D�2bfl�lt i* � k l3RANDti �}Ek+1� a� T BUS AMPS DESCRIPTION BREAKER CIR. BREAKER DESCRIPTION BUS AMPS TRIP POLE POL TRIP A B C NUM. A B I C 10 LIGHTS - CONFERENCE 20 1 1 2 1 20 LIGHTS - CONFERENCE 10 10 LIGHTS - CONFERENCE 20 1 3 4 1 20 LIGHTS - CONFERENCE 8 8 LIGHTS - CONFERENCE 20 1 5 6 1 20 LIGHTS - CHANDELIER 12 8 LIGHTS - CONFERENCE 20 1 7 8 1 20 LIGHTS - CHANDELIER 12 10 ILIGHTS - CONFERENCE 20 1 9 10 1 20 1 LIGHTS - CHANDELIER 12 10 LIGHTS - CONFERENCE 20 1 11 12 1 20 LIGHTS - CHANDELIER 12 8 LIGHTS - CONFERENCE 20 1 131 14 1 20 SPARE - 8 LIGHTS - CONFERENCE 20 1 15 16 1 20 SPARE - 10 LIGHTS - CONFERENCE 20 1 17 18 1 20 SPARE - 10 LIGHTS - CONFERENCE 20 1 19 20 1 20 SPARE - 8 JUGHTS - CONFERENCE 20 1 21 22 1 20 SPARE - 8 LIGHTS - CONFERENCE 20 1 23 24 1 20 SPARE - - SPARE 20 1 25 26 1 20 SPARE - - SPARE 20 1 27 28 1 1 20 SPARE - - SPARE 20 1 29 30 1 1 20 ISPARE - TOTAL AMPS BUS A 58 BUS B 56 BUS C 60 GROUND BUS IS REQUIRED CONNECTED KVA 20.9 DEMAND KVA 20.9 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 10,000 RMS SYM. FEED TO BE BOTTOM M11N'4i a� Y t r+1kk"� d u { Y • A � nqi " NI � I I {"'� `li i� po BUS AMPS DESCRIPTION BREAKER CIR. NUM.IPOLEITRIP BREAKER DESCRIPTION I BUS AMPS A B C TRIP POLE A I B I C 6 RECEPT. CONF. RM. 20 1 1 2 1 20 RECEPT. BREAK RM. 13 6 RECEPT. CONF. RM. 20 1 3 4 1 20 IRECEPT. BREAK RM. 6 6 RECEPT. CONF. RM. 20 1 5 6 1 20 RECEPT. OFFICE 6 6 RECEPT. CONF. RM, 20 1 7 8 1 20 IRECEPT. RESTROOM 3 2 IRECEPT. COMM. RM. 20 1 9 10 1 20 RECEPT. RESTROOM 6 12 RECEPT. CONF. LOBBY 20 1 11 12 1 20 RECEPT. ENTRY LOBBY 8 9 RECEPT. CONF. RM. 20 1 13 14 1 20 RECEPT. ENTRY LOBBY 8 3 RECEPT. CONF. RM. 20 1 15 16 1 20 RECEPT. OFFICE 8 6 RECEPT, CONF. RM. 20 1 17 18 1 20 RECEPT. OFFICE 8 2 RECEPT. CONF. RM. 20 1 19 20 1 20 RECEPT. OFFICE 8 6 RECEPT. CONF. RM. 20 1 1 20 RECEPT. OFFICE 8 6 RECEPT. CONF. RM. 20 1 1 20 RECEPT. OFFICE 8 6 RECEPT. CONF. RM. 20 1 $2728 1 20 RECEPT. OFFICE 9 6 RECEPT. CONF. RM. 20 1 1 20 RECEPT. OFFICE 8 2 RECEPT. COMM. RM. 20 1 1 20 RECEPT. OFFICE9 RECEPT. SUPPORT 20 1 1 20 RECEPT. BREAK RM. 13 9 RECEPT. SHIPPING 20 1 33 34 1 20 RECEPT. EXTERIOR 9 2 RECEPT. COMM. RM. 20 1 35 36 1 20 RECEPT. EXTERIOR 11 2 RECEPT. COMM. RM. 20 1 37 38 1 - SPACE - 9 IRECEPT. CONF. RM. 20 1 39 40 1 - SPACE - 9 IRECEPT. - EXTERIOR 20 1 41 42 1 - SPACE - TOTAL AMPS BUS A 178 BUS B 165 BUS C 170 GROUND BUS IS REQUIRED CONNECTED KVA 61.6 DEMAND KVA 35.8 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 10,000 RMS SYM. FEED TO BE BOTTOM W/ FEED-THRU LUGS u R Fl4 "Ji. r de nm n = G d{ x 7 d •. ,5 S z. fu P ' ° k v, - 9 fir -A. 9 f'✓ t� kl$ ry„ F ! -,;�, .: d ,n 4 r. i' iC e� a IQ' F r �y I M1 o , M I. o-j Fh Y!" 1',•Aa `s .a:�%' .T°3,' x., '" ', ,. e p @ ., .'... . r. BUS AMPS DESCRIPTION I BREAKER CIR, NUM. BREAKER DESCRIPTION I BUS AMPS A B I C TRIP IPOLE DOLEITRIP A B C 8 RECEPT. CONF. LOBBY 20 1 43 44 1 20 RECEPT. LOBBY 8 6 RECEPT. CLASSROOM 20 1 45 46 1 20 RECEPT. LOBBY 8 6 RECEPT. CLASSROOM 20 1 47 48 1 1 20 IRECEPT. LOBBY 9 6 RECEPT. CLASSROOM 20 1 49 50 1 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 51 52 1 1 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 53 54 1 20 RECEPT. CLASSROOM 8 6 RECEPT. CLASSROOM 20 1 55 56 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 57 58 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 59 60 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 61 62 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 63 64 1 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 65 66 1 i 20 RECEPT. CLASSROOM 6 6 RECEPT. CLASSROOM 20 1 67 68 1 1 20 IRECEPT. CLASSROOM 6 6 IRECEPT. CLASSROOM 20 1 69 70 1 20 RECEPT. CLASSROOM 6 6 IRECEPT. CLASSROOM 20 1 71 72 1 20 RECEPT. OFFICE 9 6 1 RECEPT. CLASSROOM 20 1 73 74 1 1 20 RECEPT. - ROOFTOP 8 6 IRECEPT. CLASSROOM 20 1 75 76 1 20 RECEPT. - OFFICE 11 6 RECEPT. CLASSROOM 20 1 77 78 1 20 RECEPT. - R.R. LOBBY 6 6 RECEPT. CLASSROOM 20 1 79 80 1 - SPACE - - SPARE 20 1 81 82 1 - ISPACE - - SPARE 20 1 1 83 84 1 - lqpArr - TOTAL AMPS BUS A 84 BUS B 79 BUS C 80 GROUND BUS IS REQUIRED CONNECTED KVA 29.2 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTING RATING 10,000 RMS SYM. FEED TO BE TOP THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, D� ���LT L��NGI ERA $�ObIA E ES 2103 CORPORATE DRIVE 0. BOYNTON BEACH, FLORIDA 95426 (561) 7313-4747 MICHAEL A. TEELE 'P.E. ENPINI EcRQF-RE-Q0PL] >, FLO, L FlEG15 ffiER iLJ = 'P.E.32006 " N292001 DAT I REVISIONS I IN01I TITLE IIDATEI N �i U b ® yr� U W Q C O W U 0. F'i � J 00 V T V V) LiJ Z t^ n LL. C) F THE USE Di 1HESI: PLANS ANO SPEGIF— ICATIONS SHALL BE RESIRICIED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY METHOD, IN WHOLE OR N PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O COD \,0 P®-4 •� r M � ZZ C/,:) con Czs d' rT� Fri Ca c—� clzi DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00" SHEET NUMBER E-10 OF EXTEND 5' PA5T EXTERIOR FOUNDATION FOR CONNEC77ON BY 517E CONTRACTOR - - - - -- 1 { 14• F.H.7k. I i is P11 P13 ROOF AREA DRAIN 1278 50 ri T. i; i I! i I I ' I I I I I I ' I I I! I k VV k� II }I 'i{ I I i i I{ h I- i I f P 11 P 13 ROOF AREA DRAIN 1.2M 5Q{ FT. II {{ it {j �I I I ,I I I �I 4• EXTEND 5' P45T EXTEND 5' P45T EXTERIOR POLNDA77ON OR FOUt�A77ON EXTERIOR FOR CONNEC17ON BY FOR ONNEG17ON BY 517E CONTRACTOR 5ITE CONTRACTOR i -� DOWN 4. == IN - _ - - -- - -- WALL i - - _ PROVIDE 3/4' CAPPED LOVE TO ELECTRIC ROOM FOR U-SE DYNATE - BY ELECTRICJAN. GO.7R i LOCATION WITH ELECT f i I3/4' 1 DOWN IN r' WALL ir 4' I I I 1 -- - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTION$ REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, KEY MAP SCALE: 1./4"=1' -0" ): p4 ����ENE;&ERS ASSOCIATES INE 2103 CORPORATE DRIVE 0cm BOYNTON BEACH, rLORIOA 33426 (561)738-4747 ROOF A 17605 MICHAEL A. TEELE, P.E. FNON` .ER OF RF,L'DRD ORID4. ,RE5lySTRA`i IGN E. 32066- D - N 2 ;9a01 NPEVISIOTI'1'LE ONS DATE ISSUANCES DATEll TITLE BID i U C C U Z V Q 'C8 'U 0 U r W 0.12 � a Z OCl kn in oo r J n J Q THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE REPRODUCTION, PUBUCATON OR RE —USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS PATH THE ARCHITECT WITI OUT PREJUDICE VISUAL CONTACT WITH THESE 'PLANS AND SPECIFICATIONS SHALL '.CONSTITUTE PRIMA FASCIE EVIDENCE OF ail THE ACCEPTANCE OF THESE RESTRICTIONS. "JI QD nn �C c f jq d- w ct c^s], 03 Q DRAWN BY SCALE MT CBECKED BY DATE MT Jan 16, 2001 DMSCA No. 00-001 00000 SHEET NUMBER P-1 OF I DOWN BY WALL 13 P 11 ROOF AREA 1760 50 FT. I i Jam__\i r I � 4, All h CDOWNIV _\1 WALL EXTEND 5' PA6T EXTERIOR F0LNYDA170N 4 FOR CONWC77ON BY 5/7E CONTRACTOR _ II i' I ' 3/4' Lli 3/4 j '8 3I4* I {I I I� { THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS I �— REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 11__ COMPLY WITH ALL APPLICABLE CODES. LOCATED ABOVE J41WTOR 51M( P13 ROOF AREA DRAM �—ZZ60.3Q_FZ 3/4------------ 6' _ I I is I I I hJL____ I L ( I KEY MAP IMICHAEL A. TEELE, P.E. ENG_!,Nl; OF AEQQRO I-ti�1Hfl7H Ht£Ieilr+H�'UIV. P r:. 32W5f , SCALE: 1 4"=V—p"yl CONSULTING ENGINEEFI® flni' N''4 I� elo: UUHYUHAIL UMIVB L BOYNTON BEACH, FLOfTlbA 33426 S669 728-474' i ISSUANCES DATE TITLE '< BID V o � .0 q z p J 0 u W c •� (D z_ „v coin ,j � _ 00 V� J Q U WW a. a THE USE OF THESE PUNS AND SPECIF- ICANONIS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, N WHOLE OR N PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS PATH THE ARCHITECT MITHOUT PREMUOCE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. a Coo ct �A �� ct � o a OF EXTEND 5' PAST EX7ER10R FOUNDA77ON EXTEND 5' PAST FOR CONNECTION BY EXTERIOR FOUNDA17ON 517£ CONTRA MR FOR CONNE0770N BY SITE CONTRACTOR TTI E _7 I ;i T ,f' I a _�i' WALL I PRO 3/4" CAPP£D- LINE r TO ELEC7RlG ROOM FOR USE BY EZECTRAUAN. COORD7VATE f LOCA77QN W177! ELECTRiN. N. I : OWN �AL.L I II I I k I y I coLD T x Hor 1 2" ,A I �l -.__ ____.._ _. __ _._ _ .-,.__ _. - — _ ROOF AREA DicQIN L760 5Q FT: P6 I Rj JSER P 15 � � \ ' P2 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, DOWN II NV WALL KEY MAP 1 I I -171 — G.O. 5EE UM PLAN FOR CONTMA77ON `EXTEND 5' PAST EI T ERIOR FO&WA77ON FOR CONNECTION BY i1q— j 517E CONTRACTOR SCALE: 1 4"-1 I --o" �lITEELE & ASSOOIATI I V / I I CONSULTING ENGINEERS ,--� 2103 COSPORATE OPINE L/6a1'j BOYNTON BEACH, FLORIDA 33426 (551)739- MICHAEL A. TEELE, P.E. E413491 -ER OF -RECORD FLQHPX REG1;TRAa 10N U O.E.6 f P3300 `t N 2-8�2001 n REVISIONS Noll TI'I•LE IIDATEI ISSUANCES DATE TITLB B>D U O U Z Q 0 a W U � •� Z a, 00 c J J F— U � H � iw w THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THU WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, N WHOIE OR N PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTION& � Okn Q cn 'c", .coo� C �I C4 I�r�® w c� IIrr®F---IF??jj !� r� DRAWN BY SCALE MT CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER P_3 I OF I ROOF AREA DST I1.760 50 FL 1 P9T SEE i MATCH � INE i --- - - rCOLD, , 4r-, T $ I SEE LASER I PROVIAE 2• MAGI SHUTOFF P . I �{ VALVE ON EXP05ED RISER _. 2• wagIE e Lro 2• METER Lp i i _ — 4 s£E PLAN FOR N . I I AND BaCKfLOW PREVfNTfRENrER i crv� SECNSER i - 2' can ( F.H.& HOT3 4• L e .__ , — - _.. _.,.__ ..�......_ _.. ..,._..,,,..._..,.,.__ — COLD HOT; T 2" 3/4' f LL i _ _------ -_-_._ \ COLD 3 a HOT 1 2. f HOT F \\ [rill P-14.. 1.- 777 Lill f. f I • Ii r r a i I I I I � Lj._: ._z. c=-sm. ro_�3w.srT -. x. .�c-aa ._=..s.,..__1_ .-sy,.=.a:�__...zz �.._ - Gs_..�� -� LLB _ L. � I ! \ I I i I � 4 I 5EE CML PLAN FOR CONTMAT70N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, I E—_ - i lcl f lC1 3/4• r r,f / M I _ T 11__._. k FY UAP SCALE__ 1/4 0)=1 '_otf f/-7� TEELENG&F.RAOOOCIATES CONSULTING EINE 2103 CORPORATE OFINE L O.ee BOYNTO,3 BEACH. FL€}RIO„ 3^u-025 F5G1H 73^o-C747 MICHAEL A. TEELE,, P.E. ENG14kEfi -OF BECORO FLOR10 ,t1EG t-URATION =F:E. 32006/' T� DAr 2.9'?001 REVISIONS IN011 TITLE DATE ISSUANCES DATE TITLE BID N U U Z HLj c°Ai p J c U � a •4 z Oor J i= � F THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WHH THE ARCHUTECT WTHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASOE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. , 14�) O'^ pq �•_ CIS `,I�y I� ryv� 1F" o a � DRAWN BY SCALE MT CBECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUUM13ER r -4 OF PLUMBING WRUFM SCHEDULE DESCRIPTION MFGR. d MODEL NO MATERIAL ACCESSORIES Water Closet Flush�VKOHLMR R SEAT, KOHLER #K-4666-C Valve HandicappedREST-ELONGATED ITREOUS CHINA FLUSH VALVE - ZR-8000XL-WS1 FEM 11.6 GPI-/PAl 2Lavatory FAUCET, KOHLER #K-15528-S Handicapped MTD. #K-12834 ITREOUS CHINA OFFSET DRAIN #K13885/34102-RP Wall Mounted Hanger Mid. DRAIN - #K7715-CHROME Water Closet KOHLER SEAT, KOHLER #K-4666-C P-3 Flush Valve ELLCOMME-ELONGATED VITREOUS CHINA FLUSH VALVE - ZR-8000XL-WS1 (1.6 GPF/PA) #K-4360 LAVATORY KAXTON FAUCET, 08 P-4 EELP RIIMYMING TILE -IN VITREOUS CHINA died M eying Single Handled Metering Faucet K-2257 URINAL KOHLER FLUSH VALVE - ZR-6003XL-WS1 p-5 STANWELL - TOP SPUD VITREOUS CHINA K-4072-T WATER COOLER Elkay Celebrity Stainless Steel P-8 • CR-2521 P-7 MOP SINK Fiat MSB 2424 Molded Stone Faucet, Commander SD-5811-RCF Supply with hose, hose bracket and drain. FLOOR DRAIN Zurn ZB-415-1/2-15 DCCI Body w/ 1/2" Trap Primer P-8 Polished Bronze To FLOOR DRAIN Zurn Z15-415--8 DCCI Body w/ P-0 WET AREA Polished Bronze To FLOOR SINK ZURN #Z-1000-4 DCCI Body w/ p-10 Polished Bronze To ROOF DRAIN ZURN OZC-100-C CAST IRON P-11 DOWNSPOUT NOZZLE ZURN #ZAB-100 BRONZEED P-12 ROOF t OVERFLOW DRAIN #RD-21 O- H4-C SECONDARY ROOF JOSAM SERIES IRON CAST P-15 DRAIN 26400 VJIT, (� DECK C A UTILITY KOHLER STAINLESS FAUCET, KOHLER #K-K-15162-CP P-14 SINK BALLAD STEEL DRAIN - #K8814 KITCHEN KOHLER STAINLESS FAUCET, KOHLER #K-K-16162-CP P-15 2 COMP SINK BALLAD #K-3268-1 STEEL DRAIN - #K8814 • HANDICAPPED ACCESSIBLE FIXTURE. ALL SINKS TO BE SUPPLIED WITH DRAINS. ALL FIXTURES ARE WHITE UNLESS OTHERWISE SPECIFIED.ALL FIXTURES ARE LOW CONSUMPTION WATER USERS. ALL FLOOR DRAINS TO BE TRAP PRIMED WITH 1/2" COPPER FROM NEAREST SINK DRAIN. LAVATORY — FIG. 2698 WATER SAVER TRAP PRIMER FLOOR DRAIN WITH DEEP SEAL FLOOR TRAP TYPICAL ALL FLOOR DRAINS PIPING IN WALL AND UNDER FLOOR rRap P'R) M EFT' DD ETAQ L N.T.S. COVER SECURED WITH SCREWS — THREADED C.O. PLUG FINISHED GRADE 4"X18"0 CONC.SLIP PAD FLUSH W/ III JOINT FINISH GRADE EXTERIOR -TYPE 2 PAVEMENT AREAS ELECTRIC WATER HEATER #1 208V/1PH/4.5 KW (2) - NON-SIMULTANOUSLY LOCHINVAR SSA-04OAK 40 GALLON TANK '�-3/4- HOT REQ'D "WATTS' SELF -CLOSING P&T /- RELIEF VALVE. T&P DICHARGE PIPE - 3/4- PIPED TO JANITOR SINK 6- AS GALVANIZED (24 GA) DRAIN PAN 'WATTS #288 ANTI -SIPHON VACUUM BREAKER. GATE VALVE -RISING STEM COLD INLET J �, EMERGENCY DRAIN TO JANITOR SINK E.W.H. PIPING SCHEMATIC N.T.S. i 1/2' h1` 1 1/4" JI ' I ` I3/4" ' L4 / \\ 1/4" / I //1 1/4" F, \i % ' 11 I\ 1' ' 1 1/2" 1/2\ ` x /2" ' / ' �OR PLAN ' /\1PII ' �� n 3/4" I P 3� I P 1 �' 1/2" , \ 1/2/ 0 3 4' FOR GONT8WlA710N 112 r /' ' F' n % ,> P3 �� ���/� 3/4'` /' ^ 2�3/4" ^ P3� �1 1/4" 1 n P 5 \ ` �' '/ / /L2' III 14- 1/2"7 ' '''� ^ ' �`� I P3 /'. ��/ L2�`. �51 P14 3/4:. SEE � FOR GONOR PLANIF"170/J j '�/2" /j 2" 3/4' I 3/4�s''' 2 ` I P4�\, , PARTIAL WATER RISER „ ^� P4 P5 I ' lo/�.'/ '/ ''/ I /� NOT TO SCALE �.1/2' I 0 III/2" I P4 ��02 ��� �/ 12' 3/4' P 4 11 3 HO ` \ JWA77 ^ / �'. / 3" MAW 2"� A PI) my y .. �yry�M1 ...L.., SYMBOL DESCRIPTION W.C. WATER CLOSET LAV LAVATORY SH. SHOWER W I WASHER D.W. DISH WASHER GCO GRADE CLEAN —OUT WCO WALL CLEAN —OUT VTR VENT THRU ROOF H.B. HOSE BIBB — WOODFORD 24P-3 4" F.H.B. FLUSH HOSE BIBB—WOODFORD 24P-3 4 H.B.1 SITE HOSE BIBB—WOODFORD #Y24-3/4- UNETYPE DESCRIPTION — — — COLD WATER — — — — HOT WATER HOT WATER RETURN SANITARY SEWER — — — VENT GAS ADJUSTABLE COLLAR THREADED C.O. PLUG FINISHED GRADE-7 FINISHED GRADE THREADED / C.O. PLUG —7 4"X18"O CONC. 4'X18"0 CONC: PAD FLUSH W/ PAD FLUSH W/ FINISH GRADE FINISH GRADE EXTERIOR -TYPE 1 GRASS AREA FLOOR L2' `\ �.< SEE FLOOR PLATY FOR CON77#1A77ON STAINLESS STEEL COVER SCREWED TO THREADED CC FA' WALL SANITARY RISER NOT TO SCALE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY 1N ORDER TO COMPLY WITH ALL APPLICABLE CODES. �EE ENG& ASSOCIATES 2103 CORPORATE OHIIVE mwe. BOYNTON BEACH, FL ORIOA 33426 (561) 738-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD PLORIOA REGISTRATION P.E. 32005 OAT . N 2 /0001 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION N �Uy C3 * 0 p 0 - ;; H A � o W 0 U a 00'A Ln _J Q H W � H THE USE OF THESE PLANS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR REUSE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � O O N � ^a � W � w Xf con C19 dl�I- wt pq 1� A O Q DRAWN BY SCALE SCS CHECKED BY DATE DRM Jan 16, 2001 DM&A No. 00-001 00" SHEET' NUMBER P-5 OF I.T.S. I w -. . — -------- ------ -- _ k I f I , _---- --- —--- -___ -___ I r- I " `'�`•'' _j 1-T_�. _ - - JiT - _ _ _-.: ___. _iL l__ __ h _ i 1 T I I %lfz1" 1/2"11/2 11/2" 1 2 L -l IIi iIIi r,_ 9 V ,I I Ii i I i Ii ; :I i _ _ J�_.__..�-.._. ` I 1 �4" 11/2ri 1 11/2 11/2" , i/2" �/2" i 1 __.._ It __. -_..__ I I I IL- __. _..._ _:: i ir_ - - - _ _.. --_ll. T„( r T j 1 T t I {I I I 1 I _ _-- _ _ - -- i A i ( �» r 11 l4" >>j2": , f2 1 �2' 11/2r 1 Y2r I i I L - --1'f - � � II I II if ) I- -y. C` /yI\.,.ryr �•,_,... J} �M1l1I r"ir t'_.-._.i'T 1 I t { .'__.__ JL -j\ L r --I- 11/4r , /2 T4T- / _._%'t_,-.�_1II 2,/2q `w�. I - - — --- - - _ -r -- Tj' i t t f I \ 1 T `t _ 11/2" _ 1 /4" I 1 r _ i r� � I. _-"`—'--- Iljl I I , i/2r 1 1/4" � III i in _ --:. I I ; li I(-- — -- - ___--1 i 1 �2q -----TJi_T _ L J I I r l_ I T -,-I T I , i 2 1 4 / , I fir.__, 7N j _ __ __ __ ._. l Ii 11 j i 11/2. �2 1/2" 11 /2" 11/2q 11/2rf2 ,1 j2 ,/4q i i; r II 77 UNIONS MENEM -- 111 1 H q I I I Nlkl I \\ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYfIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE: ��C�� ASSOCIATES D4/ CONSULTING ENGINRS 2103 CORPORATE INIVE Qr+. BOYNTON BEACH, FLORIDA 33426 (551) 738-4747 NEENE MINIMUM R a 1. 1 >2- , i{A A MICHAEL:A. TEELE, P.E. l1G1NE1:O'r` RECORD I F�uRfI��;R�UIaTTIATfON 32006 !` ❑AT9`ZUOt REVISIONS NO] I DATE ISSUANCES DATE TITLE BID PERMrr--- U z CIS p a� � z O_ � b W O xa a a.I 00 tn W cr J Q L-+ d a THE USE OF THESE PUNS AND SPECIF— ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBUCATION OR RE —USE BY ANY METHOD, IN WHOLE OR IT PART, ITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PUNS AND SPEOFICARONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT VAIH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. kn W uo rL_I s �q 03 � o DRAWN BY SCALE MT CHECKED BY DATE MT Tao 16, 2001 DM&A No. 00-00t 00000 SHEET NUMBER FS-1 OF j 1 l4- 11/2" 1, 4" 11/4" , J , 4" 1 4" IFTE PIKLER WHEDULE Oo 1/2- QUICK RESPONSE 155" PENDENT. 1/2- DRY PENDENT QUICK RESPONSE 155'. O 1/2' QUICK Rt'iPONSE BRASS UPRIGHT - 1551. 9/2« QUICK RI'PONSE 200' BRASS UPRIGHT. D 1/2" QUICK RI t2'ONSE 286' SIDEWALL. 1 1" �I I I N P{/ 1 1" 11/4" 11/4" KEY MAP SCALE: 1 "=1'-0" Da TEELENCINEE�ASSOCIA ASSOCIATES CONSULTINr 2103 CORPORATE DRIVE oaw BOYNTON BEACH, FL0IIIDA 33426 (561) 738-4747 u j� g 1" 11/2 MICHAEL A. TEELE, P.E.�W ENGINEER -DIP RECORD F=L kA %E-618 'RA,-i UN - R.E.32005 DATE: 2-9 2001 REVISIONS IN011 TIME IDATE ISSUANCES DATE TITLE BID Q U .y 0- 0 �-M IE. z O �0 U U FF— W U kn a 00 vn w 0-1 J F_ th �- WWF THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WMOIE OR N PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT W11H THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. ca o N Q pq w 43 O �A DRAWN BY SCALE rvff CHECKED BY DATE MT Jan 16, 2001 DM&A No. 00-001 00000 SHEET NUMBER FS-2 OF I„ - - J ------------ 77 -- j I e— L4» 111�4• II , i r ! F -r T _ mr- I(. .__ _ �(_ __ -r ((..-_ T.' ,-- I 1 y P I 1 1 i II I 1 %2• 1 �4w �I •1 ! I L 11I LI� �(T_ N I ,jI I ITT ,_._.. JI ,-- �!.� ._.T -.___ �._L._(�.ry — r 14 .r r t r � `'t`-... (d t ._..:.� _ ,1 � ', (I 4-�....� � __.. 1 ir �.., V_ _.1 1 I' I I <— 11f2w 11/IM i I 1M� CA N ( 1 a �( r I I ... __ _-_ i I( T (V II it _ r I _ 1 1 12. 11 2w 1 2,, _ ,', 2p � 4" 1' / IN ( Ik 1 11/4• 114w tJ II I� f(i S .W ' I a ' ri1 E I \ 11 4� I I -J I r JI �.a I 11 4" 119 ( I I e a �n � :ai,, n+ra ;','n. �o r�«un�. _� �i rr:;a��~i�w•+. n '— nuai`-•� I 1/2- QUICK RESPONSE 155' PENDENT. 1/2• DRY PENDENT QUICK RESPONSE 155'. O 1/2' QUICK RESPONSE BRASS UPRIGHT - 155% 1/2' QUICK RESPONSE 200' BRASS UPRIGHT. 1/2. aHCK RESPONSE 285' SIDEWALL E\G I IVl hlr 4 I ( ATCH ME 1 i I SCALE: 1 /4 = '-0"-1 —�': CONSULTING ENL�I�ERS 21.3 CORPORATE bRIVE BOYNTON 6EACFy, FLORIOA 33426 (561) 738-4747 MICHAEL A. TEELE, P.E. E>IVCINI OF RECOHO � ,�l�ICjA-�-IEGIu�IATIDf�I F: 32006 T_ ❑ATE: � ' ` 2` � Z � ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION U Q c� J a- ® �, �j O N N w WU Q .N OON 6L 00V Q LL E_ THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS E)O'RESSLY LIMITED TO SUCH USE REPRODUCTION, PUBLCATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPEORCATIONS SHALL CONSTITUTE PRIMA FASOE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. Fel � 7= a M TO V Y✓ (:Jos ,.( r T hl®.sl Cz •1 AA V �N�lll r� DRAWN BY LE CKED BY FD. MT6, 2001 DM&A No. 00-001 l00000 I SIILLTT N1l LV� FS-3 or I ccl 1 i 1 4 b v I - - 1 2 " �— � 1 r l u i I I I 1 I � � r I tl in f� f I „ 1 s 11 2" 1" a in -- - I C4 / ----------- S i 11/4w 1 �4" z" 2» I, -- -- f— j ! i � i i� G � 1 � ✓� 21 2„ — I � K ^ ^ (11T AW.;.>.,a..a.,. _ I 'I 1' CV iV II in I , T 1.I I I I � I 1� I ✓ I I II � I I I I Is ' I , I L �,..._" -_ 'moo .....:: ..:.......�. �2i a 2 1I; I I I f L1�1 I � J1 1 ;H41NE I � ' 4"RISER ^ FIRE NKLM SCHEWLE O 1/2" QUICK RESPONSE 155' PENDENT. ® 1/2" DRY PENDENT QUICK RESPONSE 155-. O 1/2" QUICK RESPONSE BRASS UPRIGHT — 155'. 1/2" QUICK RESPONSE 200' BRASS UPRIGHT. D 1/2' QUICK RESPONSE 286' SIDEWALL.. i KEY MAP w b. PRESSURE POTTER FLOW SWITCH o y SURE -TEST DRAIN & TEST VALVE CONNECTION __q DRAIN CENTRAL BF)' GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH SCALE: 1 /4"=1$-0" Da ��C LT ��NG�E�ISSOCIATES REJ 2103 CORPORATE DRIVE Qa.. BOYNTON BEACH, FLORIDA 33426 (561) 738-4747 ..w� MICHAEL A TEELE, P.E. ENGWEER ❑F RECORD FGd -'bX 1EGi 3TRAT1ON fE 32006 DATE : ' g Z001 ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION W U Q J 0 0 C TD m O FI— u a) V a 00� _W eJ F_ THE USE OF THESE PLANS AND SPEaF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR TMICH NO WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LNIIED TO SUCH USE. REPRODUCTION, PUBUCATON OR RE -USE BY ANY METHOD, IN MHCE OR N PART, MATHWT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS MATH THE ARCHITECT TMTHa1T PREJWICE VISUAL CONTACT NTH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. � F T71- M � w �c � c cd DRAWN BY SCALE MT CHECKED BY DATE MT Tan 16, 2001 DM&A No. 00-001 00000 SHBET NUMBER FS-4 OF m REVISIONS ______________F20.12 ____________ �_-_--____ Fzu'Tz __________ �_________=`=�1=________-_ Trn7rMTTrrrrrrrrrir _ _ I------------------�I I--------------------�1 . I i MW-2 M -2 MW-2 i I I i MW-2 I L -I MW-2 I 28'-5" 15'-6" 9'-1" 1 1 SC-1 1 1 N I I� NI 1 o 13 0l I I I 0 NI N F5o SC-1 I N IN i - i Fso I i o ° I I I I C.J. C.J. I I M 31 IN I C.J. C.J. i 36'-0" I I I 1 1 4" GONG SLAB ON GRADE 1 1 0 w/ 6x6, W1.4 x W1.4 WWF I i ---------F20_12 _------ --J I ON 6 MIL VAPOR BARRIER 10 NI IN 1 1 EL 0'-0" ON COMPACTED TREATED 1 1 SC-1 SC-1 01 13 , CJ r 1 1 ---------1 SUB -SOIL (TYPICAL) F50 �I 4" CONIC SLAB ON GRADE I I I I 1 r------ MW_2 I I T.O. SLAB I I F50 I I I I 1 w/ 6x6, W1.4 x W1.4 WWF �EL. 0'-0" I 1 F20.12 r 7 -_, 1 I ON 6 MIL VAPOR BARRIER I I I I T.OT.O• SLAB 'r T IT L___________ ( ON COMPACTED TREATED SUB -SOIL (TYPICAL) I I I I 04 I� I _________ I I I I I 1 1 I I----- MW-2 1 1 L__J L__J j I I I I I I I 1 , I L_____________ 0.12 _______J 1 I l o 1 1 NI I NI I, 1 1 1 C-1 C-1 I 3 1 CJ --W-- � C.J. I I MW-1 I 1 _ _ _ F20- _ _ _ _ _ _ _ _ _ 0 - ----- _ MW-2 ___________ MW-2 __ I to 0l 04 13 I � I I I I c.J. I I I N C1 I I I I L_J I I F20.12 • I I y il I I F20.12 I 1 -------- --- --------- I MW-1 F20.12 1 L__________ - - - - - - - - ---- - - - - ------- ------------ --------------- _____________________J 1 MVV_2 MW-2 i � MW-1 GROUTED CELLs-74 MW-1 MW-1 REINFORCED W/ i #6 BARS BELOW BEAM ABOVE I U U U I I C-1 C-1 C-2 C-1 C 1 p i F65 F65 F30 F65 RE5 .m rs r a T ,; r r +e T, a _M 0 1 � Ni I r--- ---� �- - - 0 I N N NI 13 4" CONIC SLAB ON GRADE 1 01 T3 C.J. I I I I I I 1 I I I I I C.J. L J F20.12 J -----------------r- L - MW-1 1 J it ^. II I II III C_2 C-1 C-1 l F30 F65 F65 I w/ 6x6, W1.4 x W1.4 WWF MW 1 L--- F20_12 ___ I L--- F20.12----J L____F2012----J rl ON 6 MIL VAPOR BARRIER IIllIII ---- Ifl MW 1 MW 1 1 I�i I ON COMPACTED TREATED I --- ------------- --- -`---- - - - - "I 1 SUB -SOIL (TYPICAL) I 110 MW 1 10 MW-1 10 MW-1 GROUTED CELLS I I (2) #5 X 4'-0" (TYP.) #61NFORCEBARS BD OW I� I BEAM ABOVE 1 I MW-1 MW-1 MW-1 _ F20.12 1------------- --- 1 I ---- ---- , �---------r----- ---------12F, I 7 5/8" 20'-8" I L 20'-4" I I 16'-4 3/8" I I 13 I I I I C.J. i I OU I F I I I I IF2 1 I I I I SC-1� 770 I i II I I I I 4" GONG SLAB ON GRADE w/ 6x6, W1.4 x W1.4 WWF I 1 o I of I3 C.J. �I IN ON 6 MIL VAPOR BARRIER �I N 1 NI I� NI I3 ON COMPACTED TREATED �1 C.J. I I ``I I� SUB -SOIL (TYPICAL) c.J. I I I I III I I I I II I w I I I I I I c.J. SC-1� F7o 1 - 1 I� I L - - - 21_12 _ _ J I h. SLAe 1 1s-a" I I I C.J. \ I I I I I I I I I I I I L t_J I \ . F20.12 _ _ J L F20.12 J F20.12 J L �,ar-,- - , }RGv-T -- I Li SC-1 i~LID F30 ( s1a MC-1 MC-1 M 331 4'� T.E'4,LT_E___. MW-1 F20.12 MW-1 F20.12 SC-1 F30 r ----------L 1 �I SC �I F30 F30 19'-O" LL - MW-1-F20.12 -JJ FOUNDATION PLAN SCALE :1 /8"=1'-O" I F30 C-2 1 F30 1 _ 1 Am Mw� I I Ff MW-3 I I I I F25.12 ____J I I L______F25.12 I -I II L- F25.12___________J L----------- L� LO I C.J. I I C.J. MW-3 " 0 MW-3______ �I ti MW-3 26 ^67' 0" 27' 2" ° 7' 0" 26' 8" 4'_cr T.E. I-�-I T.E. r, T.E. T.E. T.E. ' ---- r�, --- T.E.----r,--- ----I SC-1 SC-1 SC-1 SC-1 SC-1 SC-1 F25 F25 F25 F25 F25 F25 1T-0" 1T-0" 1T-0" 1T-0" 1T-0" 1T-0" 0 NOTES: 1. TOP OF FOOTING SHALL BE AT EL. (-) 2'-0" BELOW FINISH FLOOR. 2. SC-1 INDICATES TS 4x4x1/4" STEEL COLUMN WITH PL 1'-0"xt/2"x1'-O" BASE PLATE W/ (4) 3/4.0 EXPANSION BOLTS. 0 I >E PLANS AND ALL PROPOSED Yj)RK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO IPLY VTH ALL APPLICABLE CODES, /0-sS_0D BUILDING DI'.'Iri�, REV:6iiD FOR COM LI REVIEWED BY _ DATE Z��% �(� D ZLANS IV PERMIT MUST BE ", N 403 09 STRUCTURAL ENGINEERS 321 15TH STREET, SUITE 200 WEST PALM BEACH, FLORIDA 33401 (561) 835 - 9994 FAX (561) 835 - 8255 JOB # 119.032 ISSUANCES W Z ad cz W 04 cz L--1 1 ON a z Z a O rd a FBI 1".�j a o a U THE USE OF THESE PLANS AND SPECIF- ICAnONS SHALL EE RESTRICTED TO THE ORIGINAL SITE FOR WHICH MEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EUPRESS WWTTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREWIDKE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSRRNE PRIMA FASDE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O C ^� gn+ C.\2 •--1 � o � cf:un co co U cd Qcd -II-> .--I r� C"2 DRAWN BY SCALE D.G 1/8" CHECKED BY DATE DRM Sep. 11, 2000 DM&A No. 00-001 100000 SHEET NUMBER S-1 OF REVISIONS Sv4 S-4 ( SIM. 3 — S-4 1 kEL'`,yVl2'-0") 1y T l I z L-1 I iT TB-1 (EL +`yT -0 --�--- III _ _ 6�-�1--�-----�-----� a �-----�-----�-1�- ; - - _-�_- _� II — — — — METAL GIRDER TRUSS — — — 1 IT— ( I I I ,, I I i I -T — ;,, 0 11 0 I METAL TRUSSES + + I I I I� 11 I I I 11 v l l vI'♦----- 0 2'-0" o.c. I t o I I 8,K I1 m �j 1 a a III I II I 11 I DO m I I+ I I I I I 0 4' �0" O.C. I I I I I I I I a HEAVY TIMER TRUSSES ILLI I J I 11 1 I I S34 ? 0 4'-0 o.c. J I i" SEE! NOTE 7 I oII j I I o I _ _j I I 4 NII I to I I 5-4 + + I I — TB-1 (EL. +12'-0") I I I I 4D - I I I I J I I I I J I I I PRE4G. ui v vI Pk-ENC. =+TB-1 SEE NOTE 7 L-2 L6 3 4"x11" SSES 3 m MANS D TRUSSESJ I I _ 04 BEAM (EL. 4"x11" 0 2-ClD.C.O.C. GLULAM BEAM 1 6 EK1 18K6(EL. II_LULAM N +12'-0")'" (EL. +12'-0") JII J — o.c. j 11 0 4' 0* o.c. 1 ®y�'-0» c I I (EL. ---� _-- TB-1 +12'-0' MET TRUSSES -_---- ==J z =o° JII II I I I I I II I I II� I II ® o" O.C. w � o p. r I J J N IJ 'W II �� _TB-1 (EL. +12'-0") _ --J--�---�—T---T— I NOTES: 1. L-1 INDICATES L4x4x1/4" x CONT. (DOWNTURNED) W/ 1/2"0 EXPANSION BOLTS W/ 6" EMBED 0 24" o.c. 2. L-2 INDICATES L4x4x1/4" x CONT (DOWNTURNED) W 1/2"0 EXPANSION BOLTS W/ 6" EMBED 0 48" o.c. 3. L-3 INDICATES L4x4x1/4" (UPTURNED) W/ 1/2"0 E.B. W/ 4" EMBED 0 48" O.C. 4. TRUSSES SHALL BE SHEATHED W/ 19/32" APA PLYWOOD FASTENED W/ #12 SMS 0 6" o.c. 0 EDGES AND 12" ox. AT INTERMEDIATE SUPPORTS. 5. BAR JOIST GALVANIZED ROOF DECK SHALL BE 1.58 22 GA. SEE STRUCTURAL NOTES FOR FASTENING. 6. PROVIDE HUGHES SH-6 W/ (4 1/2"Ox8" LONG "J" BOLTS TO TIE BEAM AND 2) 3/4"0 THRU-BOLTS. PROVIDE FELT PAPER BETWEEN WOOD BEAM AND TIE BEAM. 7. PROVIDE HUGES UMH 718 W/ (2) 3/4"0 E.B. W/ 6" EMBED AND (16) 16d TO BEAM. S- --------------- -----a ai.I --- -- '�--- L B-2 --- L-2 o SEE NOTE s I I I I I I I I I LOII 11 II _ ;4 II I I m ______-__----__- _ _____________________-__-__-__-______________-__-__--___________-______ _-__________ram x I I ! II ® W 6 ; I I 1 S-4 - - - - ------------------------------------------- - - - - - �- = - _ - - - - - -�l - - - _ - - _ _ _ _ _ _ _ - - - - - - - - _ -_ - - - I L -Z Ll iJ'L J L L L� i1\ iJ'L J I -------- -r------------- ---------- -r --- 1 1 TB-1 (EL +11'-9 1/2") 1 _ — Z f TB-1 (EL +11'-9 1/2") I 11 B-4 (EL. +11'-9 1/2") ( I —T— — ---------------- ------ Z-1----------- —_— _ ---------------- �I --- - - - — - - - - -� TB-11 (EL +11'-9 1 /2") I I 7 — — — — — B-1 — — _ .v _ -\ -- — --- y F_ —� d I 01 I I 1 NII __' _ � c c JII �________-__-__- _-_____-___________ ---__ -____ _-__-_--__-______________N_ --_____-___ -_ -__- __ ________- p,} __-_____ __-__-____ I 4� II 1 1 I -�I N I ' S-4 S-4 S-4 S-4 I PRE -EN . METAL 1 m 1 _ I 1 I + TRUSSES 2'-0" o.c. + 1 1 o I I ! B-1 (EL. +24'-0") TB-1 (EL. +24'-0") L-1 (UPTURNED) TB -1 (EL. 2 0" y p L TB; 1- y B_-1 (EL. +12' _4") TB-1 (EL +11'-9 1/2°) — — — B-1 EL +12'=4") — - TB-1 (EL. +11'-9 1/2") -- _ B _1 (EL. y2' j4") L r; I 1 I t — 1 �_ TB-1 I I _ —TB-1 I 1 — — —T6 ,_ J 1 — I m ® II ! --- L'r-- —z 3 —s-- '- W UNI V6 En �1 I ---- ------ - — I 41 , z Lza o O 1___ ___-__-______________ L 1 w 0 w W IS-4 Q rx of Q N z z TB-1 (EL. 2")I BJ�EL. +11- ,_2 11+, , Aj 71:II - _T _— - II M, 1 II z II I I I I I II j .II I1 M In : I I N- 2 �Q N X o I ++ s-4 3 _ m ! ! I I ! I I� N I I I 0 I I I IJJJ L+ o I ! I I I L O : : a 3+ o 0 3+ P E-ENG. I I > j 12K1 j + I I 12♦{1 1 1 4 m PRE-E G. f N I 0 co _j m o m o RE-ENG m m MET TRUSSES N W i 1 0 4'-0" o.d I I 0 4'-OP o.c. nI I t M NSARD USSES N X ' I x v I I m 0 O" O.C. J J I J 1n MAN ARD TRU SES 1 J 11 J I W ® 2'-G" N M N 1 1 I Q I I w _ 3 0 3-0" oF. I I F = i I I I �: -- =- - ----- -- - - - - - - V) FIT -u-- I S-4 I I s I I I 11 m I L I ! I I------- j7-- rlA I GIRDER TRUSS 1 1 1 N II h c_v I I ! I I 7GABL, GIRDER USSIr---- �J�- -- — E: 2.5 VS4 11 2.5 4 1 w N w --� - to In -- 7 \ \• ---•—•,— 10 4'-0" O.C. I_ I0 4'-0 oc rIo = TB �0 D ®° Gw~zzOfo -1 EL. +17'-03 SIM. Q0 T(0w W CIL TBI I Q T1EL+9-0")S-4 J . Q -- I IDO s EL. +9? (cn Z M- w co cn TB-1 (EL. +11'-6")— ¢ -� ¢ a W I I W 1J 11 II II 11 11 I I 1 c% Ln d I I': : L 2 I I L-2 I L-2 0 0 - 1— TB-2 (EL. +24' — — J I I L — — — — — — TB 2 (EL_+24'-0")— — — I _ _ _ I L — TB-2 (EL_+24'-0")� — o-I-----_ - j- 5 Q iv s-4 :8 -' �' o BB-1 , o BB-1 (EL. +12'-0") BB-1 r BT o 1 " �0 8' \N 2 6 EL. 10'-0" W12x26 (EL 10'-0" " 3 W12x26 (EL. 10'-0") _ W12x26 (EL. 10'-0") O� 0 W12x26 (EL. 10'-0") W12x26 (EL 10'-0°) 0 u W12x26 (EL. 10'-0") c W12x26 (EL 10'-0') ® W12x26 (EL. 10'-0") PRECAST LINTEL W/ (2) PRECAST LINTEL W/ (2) #5 BARS GROUNTED SOLID #5 BARS GROUNTED SOLID S-4 3 \SIM. 5-4-4� SsT e ��E Oa - - ( BUILDING DIVISION REVIEWED FOR COM LI EVIEWED BY !E ATE LANS AND PERMIT MUST BE KEPT ON JOB OR NO IwFCTION WILL BE MADE 0100KNEdd9 MACCARATO A HIGNOGNAs W. STRUCTURAL ENGINEERS ROOF FRAMING PLAN (,A"k N 321 15TH STREET, SUITE 200 '\ SCALE 1/8=1'-0" WEST PALM BEACH, FLORIDA 33401 \ (561) 835 - 9994 A ® FAX (561) 835 - 8255 L JOB # 119.032 ISSUANCES h+'1 w z z asb I .o a W z z zaQNI U r� a 0 w O O T� v U a THE USE OF THESE PLANS AND SPECIF- ]CATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR VHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LOOTED TO SUCH USE, REPRODUCTION, PUBLICATION OR REUSE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PRONOITER TITLE TO THE PLANS AND SPECIFICATIONS REWIINS WITH THE ARCHITECT WITHOUT PREJUDICE VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTFOITE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS C\2 C= `a wC#n 02.4�wLm T�U cncn ai V `TI Cd co Q� 1_4 � O CU cz 1-� Co12.4 CG ^o Qi is, QG�2 DRAWN BY SCALE D.G. CHECKED BY DATE T.F. S* 1L 2000 DM&A No. 00-001 00000 SHEET NUMBER S-2 OF STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. O'DONNELL, NACCARATO & MIGNOGNA, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS 1. WIND LOADS AS PER SECTION 1606 OF THE STANDARD BUILDING CODE 1997, FOR A 110 MPH WIND SPEED AND A USE FACTOR OF 1.15. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE 1997 EDITION. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 1995 EDITION).MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ 1994 EDITION) SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASIC ASD/ 9TH EDITION. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/1991 EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/ASTM 402, 602/ 1999 EDITIONS). 2. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE REPORT ON SOILS AND FOUNDATION INVESTIGATION PREPARED BY DUNKELBERGER ENGINEERING & TESTING, INC. DATED AUGUST 10, 2000.1RECOMMENDATIONS ON SOILS AND FOUNDATIONS INVESTIGATION PREPARED BY AN APPROVED TESTING LABORATORY PRIOR TO FOUNDATION WORK. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. ,BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF. 4. TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 1' 4 " FEET BELOW EXTERIOR FINISH GRADE. T 5. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 6. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 1. ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD. SLUMPS SHALL BE 3" MINIMUM AND 5" MAXIMUM. JOBSITE WATER SHALL NOT BE ADDED. L 2. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 1995 EDITION), THE ACI DETAILING MANUAL (ACI 315/ N (A CI AND THE EDITSPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 3. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE 1995 ACI SPECIFICATIONS. 5. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. WWF SHALL COMPLY WITH ASTM A 185. 6. 'LAP ALL BARS MINIMUM (48) DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 6 INCHES (UNLESS OTHERWISE NOTED). 7. REINFORCING BARS: A. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. B. WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. C. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. D. CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE COST OF 1000 LBS. OF ADDITIONAL REINFORCING STEEL, INCLUDING FABRICATION, BENDING, FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED AND USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE ARCHITECTS AGENT OR BY THE OWNER'S CONSTRUCTION SUPERVISOR. THE PRICE OF THE UNUSED EXTRA STOCK SHALL BE CREDITED TO THE OWNER'S ACCOUNT. 8. CONCRETE LINTELS: A. DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER OR PROVIDE A PRECAST CONCRETE LINTEL BY CASTCRETE. B. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH. PROVIDE 2 #5 AT BOTTOM OF DROP INCLUDING #3 TIES 0 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL EXCEEDS THE ABOVE LIMIT OF DROP, A SEPARATED LINTEL SHALL BE PROVIDED AS FOLLOWS: Lt. OPENING LESS THAN 6'0" WIDE 8" X 8" W/2 #5 BOTTOM BARS. L2. OPENING BETWEEN 6'0" AND 12'0" 8" X 12" W/2 #6 BOTTOM BARS. C. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. D. IF THE MASONRY OPENING HAS AN END ADJACENT TO A CONCRETE COLUMN PROVIDE (2) #5 OR #6 DOWELS, AS THE CASE MAY BE, IN THE CONCRETE COLUMN WITH SHEAR KEY 1-1/2 WITH INCH DEEP BY LINTEL'S DEPTH AND WIDTH FOR ITS SUBSEQUENT CONSTRUCTION. MASONRY 1. MASONRY UNITS SHALL BE ASTM C 145 GRADE N BELOW GRADE AST �1 C 90 GRADE N ABOVE GRADE WITH MINIMUM COMPRESSIVE STRENGTH OF 2 000 PSI ON NET AREA OF INDIVIDUAL UNITS. 2. ALL MORTAR SHALL BE TYPE S(OR TYPE M) IN ACCORDANCE WITH ATM SPECIFICATION C270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS, (2500 WITH TYPE M) 3. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTV SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 4. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE CON TRUtTED 5. PROVIDE HOT DIPPED GALVANIZED TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT (MIN. 9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS 6. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACING OF 30' + O. AND ALIGN WITH ARCHITECTURAL CONTROL JOINTS.(TYPICAL FOR NORTH OF PALM BEACH COUNTY) STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CON17ORM TO ASTM SPECIFICATION A 572 GRADE 50 ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A 500 GRADE B (FY=46 KSI) ALL STEEL PIPE SHALL GONE RM TO ASTM SPECIFICATION A501. ALL STEEL TO HAVE A SHOP COAT OF RUST I HIBITIVE PAINT. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICA-10N kND ERECTION. 2 ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETYS STANDARD QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. 3. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" DIAMETER, A-325 HIGH TRENGTH BOLTS OR WELDED (UNLESS SHOWN OTHERWISE ON THE DRAWINGS).' 4. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPA ATED TO PREVENT GALVANIC AND CORROSIVE EFFECTS. 5. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. 6 SUBMIT ALL STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRIIATION. 7. SHEAR CONNECTORS TO BE HEADED STUD TYPE, ASTM A/108, GRADE 101 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH ISC SPECIFICATIONS. 8. EQUIPMENT SUPPORTS: PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, SEAMS, HANGERS, ETC, DO NOT SUPPORT EQU PME T OR PIPING FROM METAL DECKING. 9. DECK SUPPORTS: PROVIDE 1/4" BENT PLATES AT ALL HIPS, VALLEYS, SKEWED BEAMS AND OTHER AREAS FOR DECK SUPPORT. PREFABRICATED STEEL ROOF TRUSSES 1. DECK 1. STEEL ROOF DECK SHALL BE A. 1-1/2-,22 GA. TYPE B METAL DECK GALVANIZED AS SHOWN ON ROOF PLAN AND AS MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. 2. A. 1-1/2" METAL ROOF DECK IS TO BE ATTACHED TO STRUCTURAL STEEL SUPPORTS WITH 5/8" DIAMETER PUDDLE WELDS (MINIMUM OF 5 WELDS PER SHEET PER JOIST). SIDE JOINTS SHALL BE FASTENED TOGETHER WITH #10 SELF DRILLING SCREWS AT MID SPAN BETWEEN SUPPORTS (MINIMUM OF 3 PER SHEET), UNLESS INDICATED OTHERWISE ON THE DRAWINGS. WOOD 1. LAMINATED WOOD FRAMING TO BE DESIGNED BY LAMINATED WOOD BEAM MANUFACTURER. SEALED CALCULATIONS TO BE SUBMITTED FOR APPROVAL. 2. PROVIDE STRUCTURAL PLYWOOD SHEATHING OR APPROVED EQUAL AT ALL SIDES OF CORNERS FOR WIND BRACING. CONNECTIONS OF PLYWOOD SHALL COMPLY WITH APA NAILING REQUIREMENTS FOR PLYWOOD SHEAR WALLS. 3. WOOD ROOF DECK TO BE NOMINAL 2X6 DOUGLAS FIR/LARCH-LOCK DECK (11/2 ACTUAL THK) AS MANUFACTURED BY POTLACH CORP. OR APPROVED EQUAL. THE MINIMUM ALLOWABLE PROPERTIES FOR WOOD DECKING ARE AS FOLLOWS: Fb = 1650 PSI Fv = 90 PSI E = 1.7X106 PSI 4. PLYWOOD ROOF SHEATHING SHALL BE 19/32"INCH THICK STRUCTURAL-1 "C D- INT APA PLYWOOD WITH EXTERIOR GLUE. ALL JOINTS SHALL BE STAGGERED. NAILING SHALL COMPLY WITH APA REQUIREMENTS FOR PLYWOOD FLOOR/ROOF DIAPHRAGMS, AND MINIMUM LOCAL CODE REQUIREMENTS. TIMBER 1. ALL STRUCTURAL TIMBER TO A. BE DOUGLAS FIR OR SYP #2 (MINIMUM) STRESS GRADE LUMBER OR APPROVED EQUAL. B. THE MINIMUM ALLOWABLE PROPERTIES ARE AS FOLLOWS: Fb = 1,150 PSI Fv = 90 PSI E = 1,400,000 PSI C. BE DESIGNED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'S "CONSTRUCTION MANUAL". D. AND PRESSURE TREATED FOR EXTERIOR USE OR WHEN IN CONTACT WITH CONCRETE OR MASONRY. 2. ALL GLUED LAMINATED BEAMS SHALL BE SOUTHERN PINE OR APPROVED EQUAL. A. CONFORMING TO AITC SPECIFICATION 117/ LATEST EDITION "STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER OR SOFTWOOD SPECIES B. THE MINIMUM ALLOWABLE PROPERTIES FOR GLUED LAMINATED BEAMS ARE AS FOLLOWS: Fb = 2400 PSI Fv = 200 PSI E = 1. 8X106 PSI _' NGINEER 3.'' ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS E AND CODES AS SPECIFIED BELOW: r0 dE R'S A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL. OF B. NATIONAL FOREST PRODUCTS ASSOCIATION: NATIONAL DESIGN H SPECIFICATION FOR WOOD CONSTRUCTION. C. AMERICAN PLYWOOD ASSOCIATION: PLYWOOD DESIGN SPECIFICATION. -C AL D. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. )E . E. NATIONAL LUMBER MANUFACTURERS ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND ITS FASTENINGS. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA FOR ALL 4. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED COMPONENTS TO BE USED IN THE CONSTRUCTION AND ANCHORING OF CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S THE LIGHT GAUGE STEEL FRAMING. INCLUDE SPECIFICATIONS, DATA FOR APPROVAL. FASTENERS TO BE AS MANUFACTURED BY HECKMANN, INSTALLATION INSTRUCTIONS, AND DATA SUBSTANTIATING THAI THE - SIMPSON OR APPROVED EQUAL. MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 2. FRAMING COMPONENTS FOR METAL ROOF TRUSSES: A. STUDS SHALL BE 16 GAUGE OR HEAVIER PUNCHED C STUDS. STUD S SHALL BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ATM A 446, GRADE D WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI. STUDS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 52t G 60 COATING DESIGNATION. MAXIMUM SPACING OF TRUSSES SHALL BE 4'-0" O.C. B. TRACKS SHALL BE 18 GAUGE OR HEAVIER UN -PUNCHED TRACKS MANUFACTURED OF COMMERCIAL QUALITY STEEL SHEET MEETING I THE REQUIREMENTS OF ASTM A 446 WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI. TRACKS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 525, G60 COATING DESIGNATION. PROVIDE SPECIAL HAP D TRACKS WITH ONE 4 INCH HIGH LEG WHERE INDICATED ON DRAWINGS. C. BRIDGING SHALL BE MANUFACTURER'S RECOMMENDED TYPE AS REQUIRED TO MEET THE DESIGN CRITERIA SET FORTH ABOVE. D. ATTACHMENT ANGLES, CLOSURE ANGLES, AND OTHER MISCELL,NEO S COMPONENTS SHALL BE MANUFACTURED OF COMMERCIAL QUA-ITY STEEL SHEET MEETING THE REQUIREMENTS OF ASTM A 446 WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI AND SHALL BE FORMED TO PROFILES AS REQUIRED. ALL COMPONENTS SHALL BE HOT DIP GALVANIZEC IN ACCORDANCE WITH ASTM A 525, G 60 COATING DESIGNATION. E. SUBCONTRACTOR SHALL COORDINATE TRUSS LOCATIONS WITH MECHANICAL TRADES. 3. FIELD TOUCH UP: A. TOUCH UP ALL FIELD WELDS AND ABRASIONS OF GALVANIZED MA RIALS WITH ZINC RICH PAINT IN ACCORDANCE WITH ASTM A 780, ANNEX A2. B. TOUCH UP WORK SHALL BE COMPLETED PRIOR TO ATTACHMENT OF THE WORK OF AN OTHER SECTIONS TO THE LIGHT GAUGE STEEL FRAM NG. JOISTS 1. ALL JOISTS SHALL HAVE A SHOP COAT OF RUST INHIBITIVE NON BTUM114OUS PAINT. 2. JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWIN23S. THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS PER THE A CE 7/ 1993 EDITION. 3. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE FOR SERIES K JOISTS, AND SERIES LH JOISTS. MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. ROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTIERWSE ON THE DRAWINGS . JOIST SHALL HAVE THE FOLLOWING CAMBERS UNDER TEIR OWN WEIGHTS: 30' SPAN OR LESS CAMBER = 0 30' SPAN TO 60' SPAN - CAMBER = X" MAXIMUM 60' SPAN TO 100' SPAN - CAMBER = 1-1/2" MAXIMUM 4. HAMBRO STEEL JOISTS AND ACCESSORIES SHALL BE DESIGNED, FA RICA D AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS FOR HAMBRO,D-500 COMPOSITE FLOOR SYSTEM BY CANAM HAMBRO. A. SHOP DRAWINGS AND DESIGN COMPUTATIONS: 1. ENGAGE THE SERVICES OF A PROFESSI( REGISTERED IN THE STATE OF FLORIDA TO PREPARE CO SHOP DRAWINGS AND STRUCTURAL DESIGN COMPUTATIO1 WORK OF THIS SECTION. DRAWINGS SHALL BEAR THE E PROFESSIONAL SEAL. 2. THE SHOP DRAWINGS SHALL SHOW ALL PERTINENT DETA CONSTRUCTION, INSTALLATION, AND ANCHORAGE OF THE GAUGE STEEL FRAMING WORK. 3. THE STRUCTURAL DESIGN COMPUTATIONS SHALL PROVIDE COMPLETE STRUCTURAL ANALYSIS OF ALL TYPICAL AND CONDITIONS OF CONSTRUCTION, AND SHALL CERTIFY CONFORMANCE TO THE GOVERNING LAWS AND BUILDING ANCHOR BOLTS SEE SCHEDULE SEE PLAN � 1" TO BOTTOM OF BASE PLATE 3" CLEAR PROVIDE ANCHOR PLATE 3/8" x 4" x 10" WERE NORMAL EMBEDMENT IS NOT POSSIBLE CENTERLINE COLUMN & FOOTING ISOLATION JOINT 1/4" LEVELING PL. 3/4" GROUT 4" CLEAR SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING _TYPICAL STEEL COLUMN FOOTING N.T.S. 1/2" PREMOLDED JOINT FILLER AT EXTERIOR LINE SLAB CONSTRUCTION OR CONTROL JOINT SEE TYPICAL DETAIL 1/2" PREMOLDED JOINT FILLER 1 AT INTERIOR LINE BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES, SPACING TB-1 8 x 12 2 #5 2 #5 - #3 48" o.c. TB-2 12 x 12 2 #5 2 #5 - #3 48" o.c. B-1 12 x 40 6 #8* 2 #6 4 #6 #31 18" o.c. 9-2 8 x 24 2 #7 2 #7 2 #5 #3li 10" O.C. B-3 12 x 24 2 #7 2 #7 2 #5 #3 10" O.C. B-4 8 z 12 2 #5 2 #5 - #3' 5" o.c. BB-1** 12 x 16 1 1 #6 1 #6 - NOTES 1. BEAM CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 2. TIE -BEAMS INTENDED TO BE CAST ATOP MASONRY WALLS - EXTEND AND HOOK WALL REINFORCING INTO TIE -BEAM. 3. * INDICATES TWO LAYERS, ** INDICATES MASONRY BOND BEAM TOP CONT 0.25 Li "DINTINT 0.25 L1 or L2* a, onn CLASS "B" 0,25 Li* SPLICE AT {I-orr--L22**.I MIDSPAN ' 0.25 L2*` "C BAR BOTT 1 1/2" CL BOTT t t/z CL I 3" STIRRUPS 3" 3" STIRRUPS: 3" SEE SCHEDULE 6" 6• SEE SCHEDULE 6" �p� Li (END SPAN) w L2 (INTERIOR. SPAN) Ic "C" BAR : TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP CONT BARS (U.O.N.).' LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE. "D" BAR : TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT BARS) PLACE IN SAME LAYER AS TOP CONT BARS (U.O.N.). "INT" BARS : INTERMEDIATE BARS LOCATED AT A SPACING EQUAL TO THE WIDTH OF THE BEAM BUT NOT GREATER THAN 12" ABOVE BOTT BARS. IF MORE THAN ONE PAIR, PLACE IN LAYERS OF TWO. CLASS "B" #4 22" #7 48 TENSION SPLICE #5 29" #8 63" #6 35" #9 80" WHICHEVER IS GREATER. NOTES : WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT BARS OF DIFFERENT SIZE, THE TRANSITION SHOULD BE MADE AT MIDSPAN OF THE BEAM MATH SMALLER SCHEDULED BARS USE LAP SPUCE LENGTH OF SMALLER SIZE BAR. ( 21L ) - INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWO LAYERS THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER (IF TOP BAR) OR DIRECTLY OVER BAR IN THE FIRST LAYER (IF BOTT BAR). PROVIDE 1" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. SCHEDULED BEAM SIZES : [ SEE DIAGRAM A ) "B* INDICATES BEAM WIDTH DIMENSION. WHEN BEAM IS OVER A BLOCK WALL, USE ACTUAL BLOCK WIDTH ( 7 5/8" or 11 5/9" ). H" INDICATES BEAM DEPTH DIMENSION. LESS 1 1/2" FOR RECESS FOR BLOCK WALL DEDUCTED WHERE APPLICABLE, OR MINIMUM DEPTH IN A VARIABLE DEPTH BEAM. COORDINATE BEAM CONFIGURATION WITH ARCHITECTURAL DRAWINGS. DIAGRAM A L lJ � 11 2' CL INTERIOR BEAM SPANDREL BEAM TYPICAL BEAM BAR PLACEMENT DIAGRAM N.T.S. m LAP 2,-6" BARS TO MATCH FOOLING BARS 77//�'//--T (MIN.) 2-6 SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING TYPICAL STEP FOOTING DETAIL N.T.S. 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF POUR (DO NOT INTERRUPT MESH)7 'I�TkIfl° METAL KEY -FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB -ON -GRADE NOTE: CONTROL JOINTS/CONSTRUC110N JOINTS N.T.S. SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) w af a 0 0 mr COMPONENT 0 0 Of ROOF (W/O INSULATING CONCRETE) 10 MTL.TRUSSES 10 10 ROOF JOIST 5 10 CLG/MECH/MISC 10 10 ROOFING (W/ INSULATING CONCRETE) 15 TOTAL DEAD LOAD 1,35 45 TOTAL LIVE LOAD 120 20 TOTAL LOAD 155 65 NOTE: NET WIND UPLIFT = Z35 P.S.F. FOOTING SCHEDULE MARK SIZE REINFORCING F20.12 2'-0" x 12" x CONT. 3 #5 CONT. F25.12 2'-6" x 12" x CONT. 3 #5 x CONT., #5 0 le G.C. TRANSVERSE F35.16 3'-6"x 16" CONT. 4 #5 x CONT., #5 0 14" o.c. F25 2'-6" x 2'-6" x 12" 3 #5 E.W. BOTT. F30 3'-0" x 3'-O" x 16" 4 #6 E.W. BOTT F65 6'-6" x 6'-6" x 16" #6 0 12" o.c. E.W. BOTT. F60 6'-0" x 6'-0" x 16" #6 0 12" o.c. E.W. BOTT. F70 7'-0" x 7'-0" x 16" #6 0 12" oxa E.W. BOTT. MASONRY WALL SCHEDULE THICKNESS REINFORCING Fmm3 8" CMU # 5 0 6' 0" O.C. 12"/8" CMU # 6 0 4'-0" o.c. 12" CMU # 7 0 2'-0° O.C. MW-4 8" CMU #6 0 32" o.c. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA r GALVANIZED LATERAL REINFORCING 0 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PLACE 1 # 5 VERTICAL 1N CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. 4. * INDICATES 12" MASONRY TO +3'-0", THEN 8" MASONRY. SEE TYPICAL DETAILS. CONCRETE COLUMN SCHEDULE MARK SIZE VERT. REINF. TIES SPACING C-1 12 x 12 7 #5 #3 C-2 8 x 16 6 #5 #3 8" o.c. WIND LOAD SCHEDULE COMPONENTS ROOF WIND LOADS WALL WIND LOADS (SEE NOTE 1) & ROOF AREA WALL AREA CLADDING 1 2 3 4 5 PRESSURE (PSF) 20.4 20.4 20.4 41.8 41.8 SUCTION (PSF) -39.1 -44.2 -71.4 1 -42.6 -47.8 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH SBCCI SSTD 12-97 BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. 2. CORNER DISTANCE, A = 11 FEET Ir Ij Ir Ij r- L I 2 I 2A1 12A n I IL_ _JI � L ¢T1 A- -J -T 'L f-ti � 9-12 Fo i,n)PLAN TS - ST. IUCIE COLIN'Ff BUILDING DIVISION REVIEWED FDR COLA LI EI, REVIEWED BY a DATE .. ,U LANS A DP ERT MUST BE- KEPT ON vdiLIJBE MI pp ADE ?±T .:1NSP.F ELEVATION PLAN I ODONNELL. NACARATC & M11 OGNA. INC. STRUCTURAL ENGINEERS ipi.. WEST PALM BEACH, FLORIDA 33401 f • • 1 111 REVISIONS ISSUANCES 0) � N W (u Z rd U 64 Cd V 0 q FX4 M a) y � A N 4-) O za z� Qi Cd a o P4 �..) T V^ h+•1 � „E,j E Fi 40 a Ilk - THE USE OF THESE PLANS AND SPECF- ICATIONS SHALL HE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS ExPRESSLY LIMITED TO SUCH USE REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS RETRAINS WITH THE ARCHITECT WITHOUT PREJUDICE. 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