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HomeMy WebLinkAboutBuilding PlansSYMBOL LEGEND DETAIL NO. C DETAIL TITLE r— DETAIL NO SHEET NO. SECTION DETAIL TITLE DETAIL NO. SHEET NO. PLAN DETAIL TITLE GENERAL NOTES DETAIL NO. INTERIOR ELEVATION SHEET NO. PARTITION TYPE 101 I ROOM NUMBER ODOOR NUMBER/TyPE O WINDOW I i FACE 3/4- CENTERLINE � �DIMENSIONS `� FINISH TYPE 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 workmaKs 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 testa 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 hens for all materials, supplies, and sub -contractors' work relating to request. 6. 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. 8. 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 Tnstall all Items necessary to complete final work II. 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 data 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 a conference with any parties deemed necessary for the purpose of special scheduling before Work begins. IT. Contractor shall provide a construction schedule to the Owner Indicating proposed timing prior to commencing Work MAIN FACILITY DRAWING LIST C5-1 GOVER SHEET I. SHELL CONSTRUCTION 5P-1 OVERALL SITE PLAN A-1.1 OVERALL FLOOR PLAN A-1.2 UPPER LEVEL FLOOR PLAN A-1.3 OVERALL REFLECTED CEILING PLAN A-2.1 ROOF PLAN A-3.1 EXTERIOR ELEVATIONS A-4.1 OVERALL BUILDING SECTIONS A-5.1 WALL SECTIONS A-5.2 WALL SECTIONS A-6.1 WALL SECTIONS A-6.2 WALL SECTIONS A-1 INTERIOR ELEVATIONS 9 RESTROOMS A-5 DOOR AND WINDOW SCHEDULE 5-1 FOUNDATION PLAN AND DETAILS 5-2 TIE BEAM PLAN 6-3 FRAMING PLAN AND ROOF PLAN II. MEP M-1 MECHANICAL FLOOR PLAN M-2 SCHEDULES AND DETAILS P-1 PLUMBING FLOOR PLAN P-2 ROOF DRAINAGE FLOOR PLAN P-3 SANITARY RISER, HOT 4 GOLD WATER RISER, SCHEDULES AND DETAILS E-1 ELECTRICAL LIGHTING FLOOR PLAN E-2 ELECTRICAL POWER FLOOR PLAN E-3 ELECTRICAL PANEL BOARD, ELECTRICAL RISERS AND NOTES FS-1 FLOOR PLAN er Complex PROJECT TEAM OWNER PROFESSIONAL GOLFER'S ASSOCIATION ARCHITECT DAVID MILLER 8 ASSOCIATES 319 CLEMATIS ST. SUITE 210 WEST PALM BEACH, FLORIDA 33401 MEP ENGINEER TEELE 6 ASSOCIATES 2103 CORPORATE DR. BOYNTON BEACH, FL 3342�o STRUCTURAL ENGINEER THOMAS J. TWOMEY, P.E. 2531 EXCHANGE COURT SUITE A/B WEST PALM BEACH, FL 33409 FOOD SERVICE CONSULTANT DE51GN PHASE 1 2531 EXCHANGE COURT SUITE A/B WEST PALM BEACH, FL 33409 ABBREVIATIONS ABv. Above F.C.U. Fan Coil Unit PL. Property Line AC Air Conditioning F.D. Fire Damper PLAS. Plaster ACOUST. Acoustical F. DRN. Floor Drain PLWD. Plywood A.C.T. Acoustical Ceiling Tile F.H.C. Fire House Cabinet PNT. Paint ADMIN. Administrative FIN. FTnish POL. Polished ADRN. Area Drain FINFLR/ FFFinish Floor POL. Polished AFF. Above Finished Floor FIXT. Fixture P.TD. Paper Towel Dispenser A.H.U. Air Handling Unit FLR Floor P.V.C. Polyvinyl Chloride ALUM., ALAIumTnum GALV. Galvanized PTD. Painted ANOD. Anodized GL. Glass R Riser APPROX. Approximately GRD. Ground RA. Return Air ASB. Asbestos GYPBDJG.B.Gypsum Board RAD. or RRadlue ASPH. Asphalt H. High R.G. Reinforced Concrete ABET. Assistant HDWR Hardware RD. Roof Drain BATT. Battery H.M. Hollow Metal REFL. Reflacted BD. Board HORIZ. Horizontal REFRIG. Refrigerator SLOG. Building H.PT. High Point RET. Retaining BLK., 51-KGJ3lock Blocking HCT Hollow Clay Tile R.M. Room BM. Beam HT. Height R.O. Rough Opening BOT. Bottom H.V. High Voltage RIJD.P. Rain Water Drain Pipe BR Brick H.W.H. Hot Water Heater SCHED. Schedule BRK Breaker I.D. Interior Design S. DWGS. Structural Drawings BRNZ. Bronze IDIAAD.Inslde Diameter SERV. Service BTW. Between INSUL Insulation SH. Shower CEM. PLAS.Cement Plaster INT. Interior SHT. Sheet C.O. Center to Center JAN. / J. Janitor SIM. Similar CEM. Cement JT. Joint SLID. Sliding CENT. or C.T.Ceramic Tile KIT. Kitchen SND. Sanitary Napkin Disposal CGS. Corner Guard LAV. Lavatory(Washbasin) SR DISP Sanitary Napkin Dispenser G.H. Gelling Height L.C. Laundry or Linen Chute SOAP DISP50ap Dispenser C.I. Cast 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) Ea Square CLR Clear MACH. Machine S.S. Service Sink CMU Concrete Masonry Unit MA5. Masonry SSTLJSTST. Stainless Steel COL. Column MAX. Maximum STL. Steel COMP. Compressor M.C. Medicine Cabinet STN. Sta In CONC. Concrete MDF. Main Distribution Frame STOR Storage CONT. Continuous MECH. Mechanical STRUCT. Structural CPT. Carpet MECH. VENTPTechanical Ventilatlon SUSP. Suspended DET. Detail MEMB. Membrane T. Tread DF, Drinking Fountain MFR. Manufacturer T.O.C. Top of Curb DIA. or DDlameter MGR Manager TELE. Telephone DIR Director MIN. Minimum TEMP. Tempered ON. Down MISC. Miscellaneous TH. Threshold D.O. Door Opening MM. MTIITmeter(s) THIC Thick D.O.H. Door Opening Height M.O. Masonry Opening T.O.S. Top of Slab D.O.W. Door Opening Width M.T. Metal Threshold T.P.H. Toilet Paper Holder DR Door MTD. Mounted TRANS. Transformer DLLGS. Drawings MTL. Metal TRAN. Transom EA. Each MULL. Mullion TRZ. Terrazzo EJ. Expansion Joint N.I.C. Not In Contract T.O.W. Top of Wall EL. Elevatlon NO. Number TYP. Typical ELEC. Electrical NOM. Nominal Dimenslon UR Urinal E.0.5. Edge of Slab N.TS. Not to 5ca le Y.G.T. Vinyl Composition Tile EQ. Equal O.C. On Center VERT. Vertical EQUIP. Equipment O.D. Outside Diameter VEST. Vestibule FECAL. Escalator OFCl Owner Furnished Contractor Installed V.T.R Vent Thru Roof EX. Exposed OFF. Off ice W/ With EXH. Exhaust OPNG. Opening W.C. Water Closet EXIST. EXTstTng OPP.HD. Opposite Hand WD. Wood EXP. Exposed PASS. Passenger W.O. Where Occurs EXT. Exterior P.C. Precast Concrete WP. Waterproof F45 Food 4 Beverage PDLUGS. Plumbing Drawings W.". Wet Riser Main PL. Plate FLORIDA ST. LUCIE COUNTY ¢' FIRE DISTRICT REVIEWED FOR COMPLIANCE AND SUBJECT TO FINAL FIELD INSPECTION BY: DATE:: l0 -0-9q Compliance to: 1. N.F.P.A. 101 2. Standard Building Code 3. State Fire Marshal Rules 1 4. Local Fire Codes SEE ATTACHED DEPARTMENT WRITE UP 2400 RHODE ISLAND AVE. TELEPHONE: (561) 462-2312 FT. PIERCE, FL 34250 FAX: (561) 462-2325 PROJECT DATA SITE/LOCATION MAP RESERVE BLVD ��COMMERCE CENTER DR SITE LOCATION 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. p9fir ST.. LUCIE COUNTY BUILDING OMSION REVIEWED',". FOX OOYPLJAN XE AEV AM S DATE Z PLANS AND PERMIT MUST BE KEPT ON JOS OR NO INSPECTION HALL B ISSUANCES N O a W 0 wE-4-I U a a z o 0 a a F U 14 I o Iz a E+ w x THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY HERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY UllITE➢ 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 M THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT RM THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a CQ W co W E- 1 Co r�towLO V 0� r� U) �y Li C� io CO Fv l-i rl W H a CD 1-4 W hA /Uee Q co DRAWN BY SCALE SSG CHECKED BY DATE DRY 06-18-99 SHEET NUMBER Cs-1 1 OF C: CAD D11G :ALL FLOG AN � 0 a MENS RESTROOM ELI d d d d d lily UJOMENS RESTROOM MENS AND WONT ATN 7 I REVISIONS 11 NO. TITLE 11 DATE ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION O W E •O fY W of O U a Gt4 za P4 GW" W G4 F E U 0 a w F W x m THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL HE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EEPRE33LY LDRTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHTTECT 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 r� r� o 0 co w � Co U w t- O W � C Lo 0 Lo co co Lo T r Q co DRAWN BY SCALE 88G CHECKED BY DATE DMI 08-18-99 SHEET NUMBER A-1.1 1 OF C: CAD .DWG REVISIONS 205'-0' NO. TITLE DATE 160'-0' 45'-0' 99'-9' 3'-10' 5'-6' 3'-10' 5'-6' 3'-10' 5'-6' 3'-10' 5'-6' 3'-10' 9'-9' 5'-6' 3'-10' S'-6" 3'-10" M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. O O O O O O ISSUANCES B DATE TITLE N Hm PERMIT CONSTRUCTION O r e O 0 cIl e O O O O N iv a r a O W ° O W 0 E O A o o 0 e o U a z 0 aA Zm � 14� ° az a Q' O e a E. V F 5 O a E1 W a x � in THE USE OF THESE PLANS AND SPECIF- Il'-9' 3'-I0' 3'-6' 3'-10' Il'-10' 3'-10 3 -6 3'-10' 32'-10' i 3 -10' 3'-6' i 3 -10 11'-10' 3'-10 3'-6' 3'-10'3'-10, V-10' 3'-10' 3'-6' 3'-10' 15'-0' 3'-10' 4'-3' ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. M.O. PREPARED AND PUBLICATION THEREOF IS E. TO ON 0 -0 65'-0' i�RODUCTIG�PUUBLIICATID OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WlTTIOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITED. 205'-0' 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. IY. FLOO c CQ 8" X 16" REINF. CONCRETE a C TIE BEAM W/ WALL lit HIGH RIB GALv. MTL. LATH W/ 3/4' U-BLOCK W/ I "5 OPENING EXIST. DOOR 1/2' DRYWALL , W Hco MIN. STUCCO SOFFIT W/ CONT. JOINT 8 FRAME 0I0'-0' A.FF. 0 V-0' O.G. MIN. 1X FURRING B.O. TIE BEAM CAULK EJ. AT EDGE OF SOFFIT H.M. DOOR FRAME- I-J Lo ANCHOR TO FILLED CELL MEX TILE CAULK 0 [� :SEALANT W/ BACKING ROD EXISTING WINDOW .--I I X 4 P.T. WOOD BUCK TYP. TYP. EXT. DOOR EXIST FL SLAB AND FRAME W/ 1/4" SHIM SPACE W 2" X 4 I/2" ANOD ALUM CAULK QI (jam Lid FRAME- LT. BRONZE FIN. ,Lo H.C. LOW PROFILE W MARBLE SILL CO ALUMINUM THRESHOLD 1/4" TEMP. IMPACT RESISTANT s, GLASS IN ANODIZED ALUM. FINISHED FLOOR ALUM THRESHOLD- ANCHOR EXIST GONG FL �8'-0' AFF. FRAME TO MATCH EXISTING TO SLAB, SET IN SEALANT H.G. ACCESSIBLE LOW PROFILE W [� YWINpOW SILL 1.4 a Lo I X 4 P.T. WOOD BUCK TYP. �•-•I W/ 1/4" SHIM SPACE 1 SILL 14EAD AT TYP. EXT. FIXED I.UIN ., SILL i i 4EAD AT Q-1.U. WALL THRESI4OLD DETAIL �,r� WINDOW HEAD/SILL Q w SGALE:I/2 -I=0 � SCALE:I/2 =1-0 SCALE:I/2 =1-0 SCALE: 1/2" =1-0 y A co TIE BM. SEE STRUCTURAL TIE BM. SEE STRUCTURAL DWGS DW1CsS. STUCCO FIN. STUCCO 1/2' GYPSUM BOARD 1/2' GYPSUM BOARD 1/2' DRYWALL OVER P.T. IX P.T. BLOCKING STUCCO C.M.U./TIE BEAM ON C.M.U. FURRING STUCCO 3'-0' P.T. FURRING STRIPS P.T. FURRING STRIPS (NOTE: UNIT DEPTH mAFF a 16 O.C. DRIP 16, O.C. VARIES SEE ARCH. S' PC GLASS BLOCK UNITS SHIM AS REQ'D. DRIP PLAN/LOCATION) DRIP IX P.T. BLOCKING WE PATTERN CAULK DRIP SHIM AS REQ'D. TEMPERED TINTED TEMPERED TINTED GLASS MORTAR W/ PC PANEL GLASS SHIM AS REQ'D. SKIM COAT W/ FIXED ALUM CAULK REINF. 4 VERITRUE SPACER OPERABLE ALUM. PAINT FINISH WINDOW OPERABLE ALUM. SEALANT (TYP.) AWNING TRANSOM AWNING TRANSOM BULLNOSE C.T. WINDOW- POP OUT WINDOW- POP G.T. OVER DUROCK STOREFRONT TYp� W/ INSECT OUT TYPE W1 DOOR SCREEN ALUM. LOUVER SECT SCREEN OVER P.T. INTERIOR DOOR STUCCO CMU- FILLED LINTEL SLOP MARBLE SILL BLOCK W/ IS 9 SILL DRAWN BY SCALE ALUM. HANDICAP C O IM EXTERIOR SEAALANT SET IN STUCCO SSG BANDING SEE DETAIL CHECKED BY OS T18-99 CERAMIC TILE ��EXT DOOR d ALUNING WINDOW DETAIL i_ EXT DOOR a 4EAD/SILL DETAIL TYP. LJIND)QU HFzAD/SILL DETAIL �j GLASS 5L0C;</5ILL DETAIL SHEET NUMBER SGALE:I/2T 0 (JAMB S11"I SCALE:I/2 =1 0 SCALE:I/2"= d d (JAMS SIM) SCALE:1/2'^ 0 A— 1 . 2 1 OF -I AN No. REVISIONS 11 DATE ISSUANCES DATE TITLE BED PERMIT a a o U b z W H U Wai A U a W z 4; U � �w a° w � a � a o U Ei E O a W x 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 LDHTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EEPRESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROH®ITED. 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 o H w co cLo U W I U Lo c;d wHac° 14 E-+ Q U ul W q co DRAWN BY SCALE SSG CHECKED BY DATE DMI 08-18-99 SHEET NUMBER A-1.3 1 OF C:\ACAD\CURltlDI►G ROOF PLAN SCALE: 1/8"=1'-0" ROOF ORAN — MODMED ROOFMG PLIES RAIN CONDUCTOR — ROOFING BY ROOFING CONTRACTOR ROOFING CONTRACTOR SHALL TAPER INSULATION TO DRAIN DISH INSULATION TO SET ROOF DRAIN BELOW ROOF LEVEL —ROOF CONSTRUCTION SUMP RECEIVER BY PLUMBERS. INSTALLED BY OTHERS SIDEWALL ANCHOR FLAWsES TO WALL TOP t SIDES (TYP.) MEMBRANE ASSEMBLY ® SIDEWALL z PREFABRICATED METAL EXTEND AS SCUPPER (SOLDER OR Q,D - WELD ALL SEAMS) SET IN MASTIC. CAULK AT PERIMETER (TYP.) SBS MEMBRANE ASSEMBLY / r--ANCHOR TO DECK D GIG IE IxTp'� — HEAD W.O. �t SGALE:3 =1-0� REVISIONS N0. 11 TITLE DATE ISSUANCES DATE TITLE BED PERMIT CONSTRUCTION N a O W E" z 0 W A A U � z z a W O �l G� C�7 a U E 0 O a W x 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 LOOTED TO SUCH USE. REPRODUCTION, PUBLICATION OR HE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT E%PIfESS WRITTEN CONSENT BY THE ARCHITECT IS STRICTLY PROHMITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSITTUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a o 110 Co w E4 I -I Co x � �0UIn � U) Lo cn W E-I a co Lo a E-a Q U U) Q co DRAWN BY SCALE BOG CHECKED BY DATE DRY OB-1B-99 SHEET NUMBER A-2.1 4 OF C: .DWG SI U 0 FAM 7 I N�1�E REVISIONS DATE ISSUANCES DATE THE BID PERAHT CONSTRUCTION O 0 W O z O H E O y U °p W z o W c7 a a U F 7, W Wx R. rn 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 HE -USE HY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHn%CT IS SIICTLY PROH®TTED. TTHE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PROD PASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O agNil � e-I �� w co F4 U) o � M Lo � U) Lo c° a H w Q co DRAWN BY SCALE 33G CHECKED BY DATE DR11 OB-1B-99 SHEET NUMBER A-3.1 5 of CAACAMMERMMALM ■ L4'X4'XI/4' STEEL ANGLE (W) 1/2'X6' REDHEADS a 16' O.G_ 11/2'X22GA W.PANEL METAL DECKING (TYP.) 401. d' (2) 3/8' THRU BOLTS EACH JOIST. e• VULCRAFT 18iG4 STEEL JOISTS ® 45' O.G. (TYP.) • VULGRAFT 14K3 STEEL JOISTS * 48' O.G. (TY .) 8'X16' POURED GONG. TIE REAM W/ 4-05 CONT. • d a d a •. <' � •' a .. � e n v e 2 Bur CTION OC.HL.1 .::P/`+ _ REVISIONS N0. If TFTLE 11 DATE ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION O U V) Z F � o � O `— E-- W m U � � Z z W a Q H � /W v U y O a El W x m THE USE OF THESE PLANS AND SPECW- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY HERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LRm TO SUCH USE. REPRODUCTION, PUBLICATION OR HE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT B%ETOSS NSI'PPEN CONSENT BY THE ARCHITECT is STIUCN,Y PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS BMW WIN THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT W M THESE PLANS AND SPECIFICATIONS SHALL CONSTTTUTE PRIMA FASM EVIDENCE OF THIN ACCEPTANCE OF THESE RESTRICTIONS. /. a o H w H—a Co �twLo v O W A W W 0 ul o" oo�N r4 a_ e' a � a H w A co DRAWN BY SCALE SSG CHECKED BY DATE DF& OB-18-99 SHEET NUMBER A-5.1 6 OF C: CAD .DWG 11/2'x22GA W.PANEL METAL DECKING (TYP.) Wibx26 (TYP.) S-2 VULCRAFT ISK4 STEEL JOISTS 2 48' O.G. (TYP.) TLZ 12'XI2'X5/8' STEEL TOP PLATE In' WELD (8 LONG EAC�I SIDE) WWX3/8' STEEL COLUMN (TYR) 12'XI2'X5/8' STEEL BASE PLATE (4) 3/4'XI3'J -BOLTS 2 S-2 w-; e.a d da oa e e e d j de •Q. a •.d e �5WILDING SECTION : 3/4" = I'- r REVISIONS NO. TITLE DATE 11 ISSUANCES DATE 11 TITLE PERMIT O 0 co y H EW-+ O Q 0 U W U a U� z a° a � E- U ti O03 E. W x THE USE OFTHESE PLAN9 AND SPRCIF- ICATIONS SHALL HE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY IJI= TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT 19 STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REHAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRINA FASCIE EVIDENCE OF TO ACCEPTANCE OF THESE RBSTREMONS. O C\2. o gy t co w I...I co 1:4 a Lo � w LLJ 0 Lo .�a aCID a v H A U W A Co DRAWN BY SCALE sm CHECKED BY DATE DRII 08-161-9G SHEET NUMBER A-5.2 6 OF e 8'XIC6' CONC. TIE BEAM W/ 4«5'S CONT. 8' CMU W/ 105a 48' O.G. MAX CORNERS E JAMBS , 8' PILLED U-BLOCK W/105 CONT. '• OR DROP TIE BEAM AS REQ'D. E BEAM 8'X16' INTERMEDIATE T W/ 405'S CONT. a d 12' CMU W/ 105 0 48' O.G. MAX, COINER t JAMBS. CONT. CONC- FOOTING SEE ° FOUNDATION PLAN e a e e SECTI MININUM 8'X24' CONC. BEAM W/ W-05's CONT. 2 $5'S o EACH SIDE OF ARCH. 8'X20'X24' GONG. COLUMN W/ (8)-• 5'S CONT. < 03 TIES ® 12' O.C. SEE FOUNDATION PLAN SECTION e ENT ARCH d' e. a d a e 3 /4'I = 1' — 0 I' REVISIONS INC-11 TITLE DATE 11 ISSUANCES DATE 11 TITLE j 0 W W o � O W V a � O a U' a El h a w w w � THE USE OF THESS PLANS AND 8PECIF- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY HERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LDJHRO TO SUCH USE, REPRODUCTION. PUBLICATION. OR RE -USE TITLE TO THE PLANS AND 9P8CIPJCITIONS REMW S NITH THE ARCHITECT 111T1{OUT PREJUDICE. VISUAL. CONTACT WITH THESE PLANE AND SPECMUTIONS SHAU CONSTITUTE PRBIA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. �4 a C\2 o coCo �. H ul x i ul E�Lo Lo d E-4 CLOD a H A W 1-4 A co DRAWN BY SCALE CHECKED BY DATE DRY OB-18-96 SHEET NUMBER A-6.1 XOFX y�. t : , t t rbv rv- .-r x, �r %d < 9 1 < f t :.-% r0 W E' W O o o H U V a � � p° o U a U y O F U THE USE OF THESE PUNS AND SPECIF- ICATIONS SHALL BE RESCHICTED TO THE OHIGINAL SITE FOR WHICH THEY WERE PNBPARED AND PUBLICATION THEREOF IS EEPRESSLY LD.DTEO TO SUCH USE. REPRODUCTION, PUBLICATION OR. NE -USE BY ANT RMOD. IN WHOLE OR IN PART; WITHOUT EXPRESS WHOM CONSENT BY THE ARCHITECT IS SNUCTLY PRORIETTED. TITLE TO THE PLANS AND SPECIFICATIONS FAMINS WITH THE ARCHITECT WITHOUT PAENIDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PROM FASCHi EVIDENCE OF -TIIN ACCETTANCE OF THESE RESTRICTIONS: Q ` W. CQ C... w i/� c►� Fay w o E c Lf) ���� Lo " a a H A U � A cy) DRAWN IN SCALE m CHECKED BY DATE mm OB-18-98. SHEET NUMBER A-6.2 XOFX l-J CONT. FILLED U—BLOCK W/ 1 #5 - CONT. ® SILL. 12" C.M.U. WALL ® EXTERIOR W/ 1#5 CONT. ® 48" O.C., CORNERS, AND JAMBS. FINISHED FLOOR ® 0'--0" A.F.F. 4" CONC. SLAB W/ 6x6 10/10 WWM OVER POISONED COMPACT FILL & VAPOR BARRIER. 18"x36" CONTINUOUS 3,000 P.S.I.- CONCRETE STRIP FOOTING W/ 4— #5'S CONT. & #5'S TRANSVERSE ® 24" O.C. (TYP) (1),F!OOTING DETAILDETAILCALE; 3J4 =1 _o J FINISHED FLOOR ® 0'-0" A.F.F. 9'-0' A.F.F. 9 HEIGHT Y 4" CONC. SLAB W/ 6x6 10/10 WWM OVER POISONED COMPACT FILL & VAPOR BARRIER. Y M I's 18"x36" CONTINUOUS 3,000 P.S.I.- CONCRETE STRIP FOOTING W/ 4- #5'S CONT. & #5'S TRANSVERSE p 24" O.C. (TYP) s•-o• 2 )-FOO SCE 6"18" STEEL POST FINISHED FLOOR ® 0'-0" A.F.F. 4" CONC. SLAB W/ 6x6 10/10 WWM Y OVER POISONED COMPACT FILL & VAPOR BARRIER. d 48"x48"x24" 3,000 P.S.I. CONC. Y PAD FOOTING W 5S®8 O.0 EA. WAY TOP & BOTTOM. J- 9'-O" NG DETAIL F 3/OOTING D 3 4 =1 —0 SCALE: 3 4 =] A Y d e�d.e e e ♦�. e� �' d ae d e. d e ��•�a �• � ��� de• a Q.��. a ♦�� ♦ d 1' iv -n F ISSUANCES DATE TITLE BID PERMIT CONSFRUC00N THE USE Or TURNS PLANS AND SFSCF- ICATIONS ELUL DE RESTECTEO TO THN ORMPI SITE FOR WHICH THEY WERE PREPARED AND PUEACATION THEREOF H EEB69w LHIREO TO SUCH OIL REPRODUCIEIN. PUBllCAROR OR REUSE Of ANY IRTHOD. IN THOUS OR a PART, THE Agmallm 6 SHDCTLT PROmmu. TIRd-TO THE. PLANS AND SPECIFICATIONS HEYAINS WITR THE ARCHITECT WITHOUT PAEUDR,S, VISUAL CONTACT WRH n= PLANS AND SPE(MMATIONS SHUL CONSflTUTE PRIMA PASCIE EVEEICE OF THE ACCEPTANCE OF TRESS RESTRICTIONS. ' :0 a cv o Ul E-4 c W 1.-4 co E-i U Ga co W x, 0 �Lo Lo � co co H � E + Lo FSi U ul 0 di A co DRAIIN BY SCALE 8Ha CHECKED BY DATE DWj OB-18-60 SHEET NUMBER S-1 1 OF s ii 45'-0' ISSUANCES DATE Tma BIR PERMFf CONmuCTTox W 0 �Or W L) z a H CJ G a U H ,....G*7y.. 0 E+ 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 LOOTED 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 PRICE. VISUAL CONTACT WITH. THESE PLANS.. AND SPECIFICATIONS SHALL CONSTITUTE. PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. . C) cQ Q rWI LLo L. E­4�_ W E FC'j co a W a E m DRAWN H1` SCAL,E' 33G :CHECKED rDRY CB—iH-99' Cr CAD .Dlfti' , F'6 AN 11/2'X22GA. W/ T'ANEL METAL _ 6'X6`X3t' STEEL' DECKING (TYR) COLUMN (TYP.)" YULCRArT 18K4STEEL JOIStB C4J'3✓4' 13"J-BOLT& — +0 48' O.C. LIGHT WEIGPT CON(.-Tof fN - 12'Xf2'X5✓S"'STEEL. BASE PLATE PACKED W/ NON'- r; SHRINK "GROUT TOP OIL + WI6X26 (TYP.) 12'XI2'X5/8' STEEL TOP PLATl "' 1/2' WELD (A LONG EACH &'X6'X5/8' STEEL COLUMN tT SCALE: 311= A- X-BRACING I/3 SPAN (TYPICAL) I {' o a w U b z a � c5 - THE USE OP THESE PLANS AND SPVW- ICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR IHIICH TREY BEEF ` 'PREPARED AND PUBLICATION THEREOF IS E7MSSLY LDHTED TO SUCH USE. REPRODUCTION, PUBLICATION OR HE -USE BY ANY METHOD. IN WHOLE OR IN PART,. NDROUT SPRIER NRTTTEN CONSENT BY THE ARCRTTECT IS STRICTLY PROHIBITED. f TITLE TO THE PLANS AND SPECMCATIONS' REMAINS WITH TIE ARCHITECTNITHOUT:.. PREJUDICE. VISUAL CONTACT VTTH THESE PLANS AND SPECIFICATIONS SHALL CONSITTUTE PRIMA FASCIN EVIDENCE OF THIN ACCEPTANCE OF TRESS RESTRICTIONS, SCALE: 1161:-11-011 wr v DRAWN BY SCALE MG CHFJMD .BY -..DATB D= 08-18-08" SHEET NUMBER , - 311 4 or C3 G ' 1 REVISIONS NO. 11 T= 11 DATE 1 MECHANICAL FLOOR PLAN SCALE: 1/8"=1'-0" i EEILE & 4ySS®bIA1 ES DQ CONSULTWG ENGINEERS 2103 CORPORATE DRIVE �w BOYNTON BEACH. FLORIDA 33126 (551) 738-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION P.E. 3P006 DATE: j ISSUANCES 11 DATE 7T118 BID x Q) 0 ad .d � O � N co a CA � Z 0 P, Q) a a E a THE USE OF THESE PUNS AND SPRCR- WEIRS 9ALI, BE RRMCTRD TO THE ORIGRIAL 9TE FOR TRRCH n= HERE PREPARED AND PUBNCATION THEREOF IS E(PRESSLY DIETED TO SUCH USE. REPRODUCTION, PUBUCAnON. OR RE-USR BY ANY =HOD. IN WHOLE OR IN PART, ETTN011T EXPRESS www CONSENT BY THE ARC RIHLT 6 S1IECTLY PROHmm. TITIL TO THE PLANS AND SPECHWATIONS REMAINS W M THE ARCHITECT' NTIROUT PRLTDICL YIS)AL CONTACT TRTH THESE PUNS AND SPILWATIONS SHALL CONSTIME PRDU FASCE EVIDENCE OF THE ACCEFUNCE OF THESE RESTRICTIONS. CDn� W C\2cyD O II W H-I CYD rO V1 rE-,+ W F� F� Lo Lo V1 QD a N Q cr) DRAWN BY SCALE JKA AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER M-1 OF L(J Mm O C:\ACAD\PROS\OTHER\PGA\LC N b tl s i i ROOFTOP UNiT- SEE SPECIFICATIONS COUNTERFLASHING BY MECHANICAL CONTRACTOR CANT STRIP BY ROOFER MOUNTING HEIGHT 18 INCHES ROOFING BY ROOFER--, I 1 1 /2" x 1 /2" x 1/4- ANGLE, ALL AROUND BOLTED WITH 1/4- BOLTS TO DUCT. / SPONGE RUBBER GASKET ATTACH ROOF CURB TO A/C UNIT - WITH ()-#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 R CURB TO BUILDING WITH 3/8* BOLT AT EACH CORNER ADDITIONA SUPPORT FOR EDGE OF ROOF DECK OR NIT AS REQUIRED. NOTE: PROVIDE CURBS WITH WEATHERTIGHT 18 GAUGE GALVANIZED CAPS. )`� 1 1/2" MINIMUM 12" MINIMUM FLASHING WlNER WELDED CORNER / SEAMS. HEAVY-GUAGE SHEET -METAL DUCT WITH PITTSBURGH LOCK SEAM 1 1/2" STANDING, SEAM RIVETED OR BOLTED ON 12" CENTERS. ROOF CURB GOOF JACK D TAIL POWER SUPPLY ROOFTOP A/C UNIT HEATER ACCESS PANEL MANUAL/MOTORIZED OUTSIDE AIR INTAKE CONDENSATE DRAIN TO NEAREST ROOF DRAIN SUPPLY AIR DUCT - RETURN AIR DUCT o�J0F 0PD. A/C DE` AL N.T.S. FOR DISTANCE, SEE SAMPLING TUBE MANUFACTURERS SPECS. -� F__ NOTiFIER ST- EMOTE TEST AND nnw SMOKE DETECTOR Z - (NOIIFIER DHX-502) R NTH POWER SUPPLY (NOTiFIER MPS-24A) FURNISHED BY MECH SHUT DOWN CONTACTOR J CONTRACTOR. OR RELAY (FURNISHED BY J H HORN/STROBE THE MECH. CONTRACTOR.) (NOTI1 MIZ) 120 V RT REMOTE TEST BY ELECT. CONTRACTOR DEDICATED CIRCUIT (NOTIFIER RT5-451) TO PANEL BY ELECT. CONTRACTOR.. ALL LOW VOLTAGE WIRING do CONNECTIONS BY MECH. CONTRACTOR. AHU �M E ©ETE TOE DETAIL UNIT MFGR. MODEL NUMBER CFM SP RPM AMPS ELECTRIC REQ. REMARKS NO. VOLT I PHASE EF-1 GREENHECK - GB-130 1200 .375 ADJUST. 1/4HP 120 1 1 EF-2 GREENHECK - GB-80 400 .125 ADJUST 1/4HP 120 1 1 1. FURNISH WITH rLT30 SPEED CONTROLLER TO ELEC. CONTR. FOR INSTA�110N 2. NOT USED 3. NOT USED 4. NOT USED 5. NOT USED ^ ��` i ^,b"y; 'AWv",'�� S,q fA�� � � `1 w�v" .�' � ��"-' � tom. �g 5� i 4,12"Y'd•i.,. ?. t a 'b+4f Yj'(f �'."`f '..:. 'Pc' Y,' Y'. 3�.t }�. S.y,iN k •� .P F .l 5- .=P .iJ�'.,, w§`� � f S §. V Y 5 ,,R�i1�0`n� I t ,kN.. F... Y � �;A �.Y M1,.�2 S fs�,Yi�'c � s"� �y g d. t J i K i`C i• � � £n4 �. �..,. "w. i ..��-: $'x I ii+M fl C�: i. DESIGN. MFGR. MODEL NUMBER SIZE DIRECTION CFM TYPE MNT. TYPE FINISH REMARKS 1 TITUS 300 FL 12x12 SEE PLAN 07350 SUPPLY CEILING WHITE --- A TITUS 350 FIL 12x12 SEE PLAN 0 400 RETURN CEILING WHITE --- N i I N.T.S. MECHANICAL SPECIFICATIONS 1. SCOPE „ A. The work covered in this section of the specifications consists of famishing 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 bc complete and In accordance with this section of the specifications and applicable drawings, and will be b t t th t d dill f th t t su Jec 0 e erms an con ons o e con rac . 2. SPECMATIONIS AND DRA 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 allocated and 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 14FPA 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, PEMITS 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. ELECT'RICAL A. The Electrical Contractor shall furnish and install all conduit, wire, seal -tight, and disconnects. Unless otherwise stipulated, the Electrical Contractor sholl connect the air conditioning units. The HVAC Contractor will furnish all materials, wire: and connect the thermostat. g. VIBRATKxd AND ISOLATION A. Both the air handler unit and condensing unit shall be placed on vibration isolators. The HVAC contractor shall take all necessary steps to eliminate all excessive vibration and objectional noise projected by any equipment installed under this contract. 7. INSTALLATION 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 made with silver solder. C. The refrigeration suction lines shall be insulated as follows: above ground with 1/2" "Armstrong Armoflex below ground with some encased in P.V.C. conduit. Insulation shall be slipped on piping prior to connection. All butt Joints to be sealed with an 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 Fortifiiber "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 thelr 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. 8 TESTM AND BALANCM 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 drowlrgs 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 thermometers placed In each room and in open spaces, not over 20' apart. Thermostats: No deviation in temperature of more than 3 degrees fohrenhelt throughout conditioned space. Contractor shall submit complete data report regarding balancing, in addition to various control 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. d ,.i} ;�i tier r" n<a: avi X; ..t "xP. uu s s^.,""srvy' tk ,X' rais'mlad�^i R�� �A'n•;„~ x:. 0 i N;a.:. • ,.. '�+ y l ` A'.z ;. $ 's, �� {�, "�' 1y�.�'.,e# sT T'P^xC' .pt�s TI SYS. MFGR. MODEL NUMBER CONDITIONS SUPPLY FAN HEAT COMPRESSOR CONDENSER ELECTRIC REQ. DIMENSIONS WEIGHT SIZE EDB I EWB LDB LWB CFM/O.A. HP KW STEPS NO. JAMPS NO. JAMPS VOLT PHASE NO. H x W x D LBS TONS 1 A CARRIER / 50HJ006 77 65 57.4 55.6 2200/400 2 12 1 1 48.9 1 1.5 208 3 74x45x34 465 5.0 18 CARRIER / 50HJ006 77 65 57.4 55.6 2000/180 2 12 1 1 48.9 1 1.5 208 3 74x45x34 465 5.0 2 CARRIER / 50HJ006 77 65 57.4 55.6 2145/280 2 12 1 1 48.9 1 1.5 208 3 74x45x34 465 5,0 3 CARRIER / 50HJ004 79.5 67.5 58 56.5 1070/300 .75 6.5 1 1 30.7 1 0.7 208 3 74x45x34 435 3.0 4 CARRIER / 50HJ006 77.7 65.6 55.1 53.9 2D00/400 1 12 1 1 48.9 1 1.5 208 3 74x45x34 465 5l1 PROVIDE UNIT WITH SMOKE DETECTOR SUITABLE FOR CONNECTION TO BUILDING FIRE ALARM SYSTEM. UNIT SEER 11.0 FRESH AIR CALC'S PER ASHRAE 62-1989 TABLE 2: AHU-1A 20 CFM/PERSON X 20 PEOPLE = 400 CFM AHU-1B 20 CFM/PERSON X 9 PEOPLE = 180 CFM AHU-2 20 CFM/PERSON X 14 PEOPLE = 280 CFM AHU-3 20 CFM/PERSON X 15 PEOPLE = 300 CFM AHU-4 20 CFM/PERSON X 20 PEOPLE = 400 CFM DQ 9 ��!NC�NGI�ER ASSOCIATES 2103 CORPORATE DRIVE eer BOYNTON BEACH, FLORIDA 33426 (551) 7313-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION �,£. �2003 v DATE: ISSUANCES DATE TITIE BID PERMIT CONSMUCTION X N O U 0 b N o fk. •^ •nj U 0 O � D ttS p, N a a U ti a a THE USE OF THESE PLANS AND SPECIF- ICATIONS MAU BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF LT EXPRMLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRMN 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. W DO W � o a C o co I-= a L Yp yF VL W 0. ';4 C�3, LO11 ^^ W Q0 to W DRAWN BY SCALE JKA AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER M - 2 OF 1A Ala LN 1n \ /TVDn\ nrv♦ , r i ,_.. __.__-- _ _ _ 1 ;rv, i SEE CING PL N GQ [� .�. FOR CON77NUA17ON CAP FOR P I E FUTURE US£ _`,.. -USE I 1 3/4" ` 1 IFOR CM71NUA7)ON T ".,_--- ----- --=--- -------------- - - - -- --�- -� - ^- --- ----- ----- ---- -- - -- - - - - � FOR HB I f .Y z C �rs7. f�Z RE USE SEE RISE ` i 1 I 1 L_ J 4" 1 H.B. SEE CML PLAN Qb I i i FOR CONTINUATION I PT WATER sa IH£ATER I 1` OCATION H.B. r F.H.B. FH..B 3"VENT THRU ROOF CAP FOR FUTURE USE 1 I F.H.B CAP FOR FUTURE US MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRAT01 P.E. 32006 DQ 2C 0 SCORN ENGINEERS DATA f 2103 CORPORATE DRIVE O H, FLORIDA 3342f (561) 738 4747 V, „ r BOYNTON BEACH, 0 O w co N U i �� 46 �a Q � W QI Q DRAWN BY; SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 .SHEET NUMBER P 1 OF C:\ACAD\PR07\OTHER\PGA\LC ROOF DRAINAGE FL00 I SCALE: 1/8"=1'-p„ \L / LMLRVLtvt r VYLRYLVO LRAIIY — LVIY/Y �L—III—JYI'i—L—Ii—AJ EMERGENCY OVERFLOW SCUPPER - ZURN X-198-_ G NTH IZ-199-ZANB-SS ROOF DRAIN AREA e 4,232 SO. FT. +SEE ClWL PLAN FOR CONTINUATION D� ���Y�NGINEERASSOCIATES S SOCIA 1 ES 2103 CORPORATE ORIVE Dees BOYNTON BEACH. FLORIOA 3342E (561) 738-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRAT0,1 . P.F. JP006 �Y A DATE. NO RE7VIISIONS It DFITEATE ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION '0 V td ro 0 N Lid a co 0 coa a. a W E" O W a 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 WHOLB OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHRECT 14 STRICTLY PROHIBITED. THE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITWT WITHOUT PREJUDICE. VISUAL CONTACT WITH THERE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIB EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O 0 r� V1 W co W co TT`-n�-' V1 Lo r� W Lo V1 N Q' Lo W lid w c� (� �\ a � a � Q Co DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER P 2 OF C:\ACAD\PROD\OTHER\PGA\LC PLUMBING FIXTURE SCHEDULE ITEM NO DESCRIPTION MFGR. & MODEL NO MATERIAL ACCESSORIES Water Closet Tank KOHLER SEAT: KOHLER #K-4666—C P-1 Top Handicapped HIGHUNE —ELONGATED VITREOUS CHINA + (1.6 GPF/pPA) #K-3427 P-2 Lavatory Handicapped KOHLER FAUCET: KOHLER p�gK( 13 28—S WALL MID. ABC-12634 VITREOUS CHINA OFFSET DRAIN �9Ct388534192—RP • Wall Mounted Wall Hanger Mtd. DRAIN — j1C771 CHROI E P-3 Water Closet KOHLER SEAT: KOHLER #K-4666—C Tank Top WELLWORTH ELONGATED VITREOUS CHINA (1.6 GPF/PA) #K3432 LAVATORY KOHLER FAUCET: KOHLER #K-15198 P-4 SELF —RIMMING C X2257TILE—IN VITREOUS CHINA Single Handled Metering Faucet URINAL KOHLER FLUSH VALVE — ZURN #Z-6001XL—WS1 P-5 STANWELL — TOP SPUD VITREOUS CHINA K-4972—T WATER COOLER Okay Celebrity P-6' CR-2521 Stainless Steel MOP SINK Flat Faucet: P-7 MSB 2424 Molded Stone Commander SD-5811—RCF Suppy with hose, hose bracket and drain. P-8 FLOOR DRAIN Zurn ZB-415-1/2—B DCCI Body w 1/2" Trap Primer Polished Bronze To FLOOR DRAIN Zurn ZB-415--B DCCI Body w P-9 WET AREA Polished Bronze To FLOOR SINK ZURN #Z-1900-4 DCCI Body w P-10 Polished Bronze To 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. COVER SECURED ADJUSTABLE COLLAR WITH SCREWS THREADED C.O. PLUG THREADED C.O. PLUG FINISHED GRADE FINISHED GRADEFINISHED GRADE 7 THREADED C.O. PLUG- ? 4"X18"0 CONC.-T LSUP 6I J L-4"X1B"o CONC. 4"X18"a CONC.- PAD FLUSH W/ JOINT PAD FLUSH W/ PAD FLUSH W/ FINISH GRADE _ I FINISH GRADE FINISH GRADE EXTERIOR —TYPE 2 EXTERIOR —TYPE 1 PAVEMENT AREAS GRASS AREA FLOOR TYNC AL CLEAN -OUT DD E TAL N.T.S. LAVATORY �- FIG. 2698 WATER SAVER TRAP PRIMER FLOOR DRAIN WITH DEEP SEAL FLOOR TRAP TYPICAL ALL FLOOR DRAINS PIPING IN WALL AND UNDER FLOOR TRAP-' PRU M BIR DD C TAL N.T.B. 1 1/2" HOT SUPPLY 1/2" COLD SUPPLY B&G #LR-20BF-3/4" HOT WATER RETURN — WEST SIDE & KITCHEN REQ'D "WATTS" SELF —CLOSING P&T RELIEF VALVE. T&P DICHARGE PIPE — TO OUTSIDE WALL 6" A.F.G. ELECTRIC TANK HEATER LOCHINVAR HSK-18-082 74 AT 100' RISE 3/4" DRAIN TO BUILDING EXTERIOR ELECTRIC WATER HEATER DETAIL N.T.S. SYMBOL DESCRIPTION REVISIONS ISSUANCES I TTIT.E BID PERT4T CONSTRUCTION N O U `a b D' �+ 0 w 4� lZi U NCd a 0 Cd a Q) a a U E. W O a rn THE USE OF THESE PLANS AND SPECIF- ICATIONS SHALL BE RESTRICTED 1U THE ORIGRUL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EAPRESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THE AROU ELT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHrIECT WITHOUT PRENDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIB EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. Q W C cc W F co Ln W Ln VV--�--II FL �y F LO LO CJ M CO LO �4 1-4 Fq Q � � Q Co DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET. NUMBER P.� OF CTRICAL LIGHTING FLOOR PLAN E: 1/8 =1'-0" LIGHTING FIXTURE SCHEDULE VENDOR CATALOG NUMBER DESCRIPTION MOUNTING LAMP VOLTAGE REMARKS PRESCOLITE CFTS32EB—STFS02-120V RECESSED FLUOR — 32W RECESSED (1)32TBXT4 120V r COLUMBIA 4PS24-332G—RAA12.125-3EB120 2x4-3 LAMP FLUOR RECESSED(3)F32T8/735 120V PRESCOLITE CFT832EB—STF802-120V RECESSED FLUOR — 42W RECESSED (1)42TBXT4 120V E F PRESCOLTE COLUMBIA COLUMBIA 9458-120V LUN4-232—EB8120 LUNB-232-4EB8120 CEILING DRUM SURFACE RECESSED RECESSED (2)F13BX (232T8/735 (4)F32T8/735 120V 120V 120V G NUTONE PFCH52W/EXST-17WH SURFACE N/A 120V H COLUMBIA DE4-232—EB8120 SIDE LAMP CHANNEL — 2 LITE SURFACE (2)F32T8/735 120V ..__.....11 ne .Tftre_c 44_19nv RFCFSSEO WALL WASH — 42W RECESSED (1)42TBXT4 120V T�� hs 2103 o� E5 CHIVE or BOYNTON BEACH. FL®pl[]A 33426 (661) 738-4747 N R+ O U b s~ N 0 co U a w a >~ (z a° a� a a E. O a 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 ARCHTECT S STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPRCILNCATIONS SHALL CONSTITUTE PBIMA FASCIE EVIDENCE OF THE ACCEPFANCE OF THEE RESTRICTIONS. C Qy V' W co co TCD In H � I L od T W. o H r , A� co J f I I o. MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION:,. P C4006 DATE DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER E-1 OF C: ACAD\PROD\OTHER\PGA\LC ISSUANCES DATE TITLE BID PERIMT CONSTRUCTION N c a • r. c� � 0 a a U ti n W THE USE OF THESE PLANS AND SMIF- ICATLONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EURESSLY LIMITED TO SUCH USE. REPRODUCTION, PUBLCATION OR RE -USE BY ANY METHOD, IN WHOLE OR BI PART, WITHOUT EXPRESS WRTTEN CONSENT BY THE ARCRBTECT IS STRICT.Y PROHIBITED. TITLE TO THE PUNS AND SPECIFICATIONS REWBS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITITE PRIMA FASCB EMENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. W � O W co W I. i n U) �.4 Lo r� V 0 F� 1Lo 51 H U) r l w� co � W N QD a Lo H a �- T4 F-Ir H -I W H � J DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER E-2 OF C.\ACAD PRO7\OTHER\PGA\LC No. REVTITISIONS Tr DATE �I ELECTRICAL SPECIFICATIONS 1 OSE31AL SPECROMM 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 engineers 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. RACX-WAY 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. 8. WFE AM 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. Some 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. (a) 120/240V or 120/208V systems 1 Three wire circuits — one black, 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: W#10 and below — Scotchlok or equal #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 Carton E971FB with E97ABR adapter for cast Bronze cover plates as manufactured by Steel City. 5. WIRM DEW ES A. MOUNTING HEIGHTS: a Switches at 4'0" or as noted b Receptacles at 18" or as noted c 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 Nava Series, load coordinated as required. 6. SWTrChES 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 p to be placed within as fuse cabinet located in the electric room. PAi 7. EI BOARD, LOADCENiEA 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. 8 UGHTWO FUMFES 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. C EWTSCATM A. Tag all conductors and Identify major conduits in or at wireways, panels, pullboxes, 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. 1D. (:LEAN-l1P A. On completion of work, remove all excess material, equipment and debris. Leave workspace in clean condition. PANELBOARD "A' RATED VOLTAGE 120/208V, 3 PHASE, 4 WIRE LOCATION SEE PLAN RATED AMPS 225 MOUNTING SURFACE MAIN LUGS ONLY FEEDER CONDUCTORS (4)-310 THHN CU BRANCH POLES 42 FEEDING CONDUIT 2 1/2 BRANCH DEVICES PLUG —ON MANUF. CAT. NO. SQ. D "NQOD" BUS AMPS DESCRIPTION BREAKER CIR. 11BREAKER NUM. DESCRIPTION BUS AMPS A B C TRIP POLE OLE TRIP A B C 7 EXTERIOR SOFFIT LIGHTS 20 1 1 1 2 1 1 20 BATHROOM RECEPT. 2 5 CENTRAL WALKWAY LIGHTS 20 1 3 4 1 1 20 BATHROOM RECEPT. 2 2 ELECTRIC ROOM LIGHTS 20 1 5 6 1 20 WATER COOLER 5 6 STORAGE ROOM LIGHTS 20 1 7 8 1 20+ STARTER RECEPT. 3 4 WOMENS RESTROOM 20 1 9 10 1 20+ GEN. PUR. OUTLET 4 4 MIENS RESTROOM 20 1 11 12 1 20 RECEP. PREP. OUTLETS 4 3 RECEPTION LIGHTS & FANS 20 1 13 14 1 20+ STOR. PUR. OUTLET ? ? SPACE 20 1 15 16 1 20a GEN. PUR. RECEP. ? ? SPACE 20 1 17 18 3 60 HOT WATER HEATER 50 ? SPACE 20 1 19 20 50 ? SPACE 20 1 21 22 150 ? SPACE 20 1 23 24 1 20 CIRCULATING PUMP ? ? SPACE 20 1 25 26 1 1 20 SPACE ? ? SPACE 20 1 27 28 1 20 SPACE ? ? SPACE 20 1 29 30 1 20 SPACE ? ? SPACE 20 1 31 32 1 20 SPACE _ ? ? SPACE 20 1 33 34 1 20 SPACE ? ? SPACE 20 1 35 36 1 20 SPACE ? ? SPACE 1 20 1 1 11,371 38 1 20 SPACE ? ? SPARE 1 20 1 39 40 1 20 SPACE ? ? SPARE 20 1 41 42 1 20 SPACE ? TOTAL AMPS BUS A 71 BUS 8 65 BUS C 65 GROUND BUS IS REQUIRED CONNECTED KVA 24.1 KEYED DOOR LATCH IS NOT REQUIRED INTERUPTiNG RATING 10,000 RMS SYM. FEED TO BE BOTTOM * DENOTES G.F.I. BREAKER. w NUT TO .;;ALE PUSE!"7 NOTES (2)-3" CONDUITS, EACH WiTH (3)-350MCM AND (1)-3/0 THHN CU. CONDUCTORS TO POINT OF SERVICE BY FP&i. SEE SITE PLAN FOR LOCATION. O 12" X 12" X 96" ENCLOSED WIREWAY. MOUNT INDIVIDUAL DiS7RI6UT7ON BLOCK FOR EACH PHASE, NEUTRAL AND GROUNDING CONDUCTORS. BOND NEUTRAL AND GROUNDING BLOCK TOGETHER WITH 4/0 CU. O3 4/0 CU GROUNDING CONDUCTOR THERMALLY WELDED TO GROUND ROD AND EXTENDED TO CONCRETE EMBEDDED CONDUCTOR AND TO THE NEAREST METALLIC WATER PIPE. ® 3/4- X 20' SEC77014 CU. GROUND ROD. O 60A13F/Ni SAFETY SWITCH Wi774 60.4 CLASS RK5 FUSES SO D 01322111 W?TH BUSSRAN KTMR-60 FUSES. © 1" CONDUIT MM (4)-16 7HHN CU. CONDUCTORS. 07 SURGE SUPPRESSION MODULE. ATLAN77C SCIENTIFIC MODEL ZMS-300 FOR 208YI120V SYSTEM. ® 200A, 3 PHASE FP&L APPROVED METER CAN. ® 200A/3F/Nf SAFETY SKITCH WITH 2O0A CLASS RK5 FUSES. SQ. D 1fH324N WITH BUSSILfAN K77VR-200 FUSES ® 2" CONDUIT WITH (4)-3/0 THHN CU. CONDUCTORS PANEL A" — SEE PANEL SCHEDULE FOR ADD177ONAL REQUIREMENTS. ® 2" CONDUIT TO RETAIL SPACE. SEE SHEET E1 FOR POINT OF 7FRA41NA710N. 2" CONDUIT TO F777VESSIWELLNES SPACE — SEE SHEET E2 FOR POINT OF TERMINATION. I 77ME CLOCK "TC-1". FOR CONTROL OF CIR 11. INTERMARC JE770215CR 77AIE CLOCK RTC-2" FOR CONTROL OF CiR 13 INTERMATTC #ET70215CR ® 71ME CLOCK "TC-3". FOR CONTROL OF CIR 126. INTERMARC 1fET7021`5CR A COMMON AREA DELI AREA = 4,440 SO. FT LINE NEUTRAL GENERAL LIGH77NG ® 2 W/SO.FT 81800 8,800 RECEPTACLES fit 1 W/SQ.FT. 4.400 4,400 DELI KITCHEN EQUIPMENT ALLOWANCE 16,000 16,000 HOT WATER HEATER 6,000 SUBTOTAL 35,200 29,200 LARGEST OF THE FOLLOWING — — A/C 19,800 — HEAT 12,000 — TOTAL 55,000 29,200 TOTAL AMPERES 153 81 SERVICE PROVIDED — 200 AMPERES SERVICE VOLTAGE — 1201208, 3 PHASE, 4 WIRE RETAIL SALES AREA AREA = 3,420 SO. FT LINE NEUTRAL GENERAL LIGHTING ® 3 W/SO.FT 10,260 10,260 RECEPTACLES 0 1 W/SQ.FT. 3.420 3.420 SUBTOTAL 13,680 13, 680 LARGEST OF THE FOLLOWING — — A/C 32,300 — H£AT 18,500 — TOTAL 45,980 13,680 TOTAL AMPERES 128 38 SERVICE PROVIDED — 200 AMPERES SERVICE VOLTAGE — 1201208, 3 PHASE, 4 WIRE FITNESSAELLNESS AREA AREA = 2,970 SO. FT LiNE NEUTRAL GENERAL LIGHTING A 3 W/SQ.FT. 5,940 5,940 RECEPTACLES 0 2 W/SQ.FT 5.940 5.940 SUBTOTAL 11,880 11,880 LARGEST OF THE FOLLOWING — — A/C 39, 600 — HEAT 24,000 — TOTAL 51,480 11.880 TOTAL AMPERES 143 33 SERVICE PROVIDED — 200 AMPERES SERVICE VOLTAGE — 1201208, 3 PHASE, 4 WIRE BUILDING TOTALS SERVICE REQUIRED — 424 AMPERES SERVICE PROVIDED — 600 AMPERES SERVICE VOLTAGE — 1201208, 3 PHASE, 4 WIRE TD (DEDICATED MUT IN PANEL A TO TEM31HONE EQL ZONE ELEr ROOM a I STORAGE ROOM SITE i b , ZONE J , F W.P. E.0.1 T I FIRE ALARM RISER NOT TO SCALE FIRE ALARM LEGEND: SYMBOL DESCRIPTION ® SMOKE DETECTOR - NOTIFIER f24OOTH I's HORN/STROBE - NOTIFIER /ALA-SS24D NTH TRIM PLATE FOR HORN/STROBE PAP-SF/R in MINI HORN - NOTIFlER /GXS-BOB ID PULL STATON - NOTIFIER INGB-10 F•�•P• FIRE ALARM CONTROL PAN :I, - NO'HFIER #BE-500 WITH (2) NOTIHBt +pS-1:2?0 BATTERIES (7 AMP HOUR 12VDC) WTH DIALER Da T��L�NG FRASSOCIATES 2103 CORPORATE OFIIVE C� BOYNTON BEACH, R..ORIOA 33426 1561) 738-4747 MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTi;AliCN P.E 320Ps DATE: ISSUANCES DATE TITLE BID PERMIT CONSTRUCTION DC N l� O i� ro b 1~ o Oj U Cd � a � � 0 a° N a zi a 0 o 0 4 n E W z THE USE OF THESE PLANS AND SPECIF- ICATIONS SNAIL 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 FAME EVIDENCE OF THE ACCEPTANCE OF THESE REMICTIONS. di C O W �{ co U) 'J to to O ^ EI U� I to to 0 U) cn H W Q � DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER OF r MANSARD ROOF CONSTRUCTED MANSARD ROOF CONSTRUCTED WITH NON-COMBUSTIBLE MATERIALS WITH NON-COMBUSTIBLE MATERIALS AND FIRE RATED PLYWOOD. AND FIRE RATED PLYWOOD. j � i T I i T� - - -- _ _. w_I ------ _ _ _ _ I._- ._ I__ ! _ - r I E ' f L � 1 ` I 4 i I l / L Pit - , r � � I L4 III ` � RISER ! y f + I I ( f I IN WE n EST MANSARD ROOF CONSTRUCTED -� ._.._-....__..__.___._._..._ WITH NON-COMBUSTIBLE MATERIALS AND FIRE RATED PLYWOOD._ -- I� 2�2" 2!12= . 7- a - I MANSARD ROOF CONSTRUCTED WITH NON-COMBUSTIBLE MATERIALS AND FIRE RATED PLYWOOD. ,ae gem MICHAEL A. TEELE, P.E. ENGINEER OF RECORD FLORIDA REGISTRATION P'E' 32006 E ASSOCIATES DQ CONSULTING ENGINEERS�P�nnN 2103 CORPORATE DRIVE 7�J m BOYNTON BEACH, FLORIDA 33426 (661) 738-4747 REVISIONS NO. TITLE DATE 11 DATE ISSUANCES 11 IT�I Q) W O b �+ -v o co U � W a 00 a w F a a W W m 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 RR -USE BY ANY METHOD, IN WHOLE OR DI 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 co E-� �D � w � O W c U) QQ c Lo j Qi rl Q co DRAWN BY SCALE MT AS NOTED CHECKED BY DATE MT 09-23-99 SHEET NUMBER Fs-1 OF C:\ACAD\PROJ\OTHER\PGA\LC REVISIONS NO_ 11 TITLE 11 DATE .TION 8$ 1'-0 CONT. FILLED U-BLOCK YI CONT. ® SILL. 12" C.M.U. WALL ® EXTEF 1#5 CONT. ® 48" O.C., Cl AND JAMBS. FINISHED FLOOR ® 0'-0" 4" CONC. SLAB W/ 6x6 1 OVER POISONED COMPACT VAPOR BARRIER. 18"x36" CONTINUOUS 3,0( CONCRETE STRIP FOOTIN( #5'S CONT. & #5'S TRAN ® 24" O.C. (TYP) S'-0' 1 rVV111V1r JJ�J SCALE: 374 =1 — 6"16" STEEL POST r~ 6"X6" STEEL POST 3'-0' A.F.F. CONT. FILLED U-BLOCK W/ 1#5 3IL1 HEIGHT CONT. ® SILL. • 12" C.M.U. WALL ® EXTERIOR W/ 1#5 CONT. ® 48" O.C., CORNERS, AND JAMBS. FINISHED FLOOR ® 0'-0" A.F.F. �® Hi FINISHED FLOOR ® 0'-0" A.F.F. 4" CONC. SLAB W/ 6x6 10/10 WWM OVER POISONED COMPACT FILL & VAPOR BARRIER. 4" CONC. SLAB W/ 6x6 10/10 WWM OVER POISONED COMPACT FILL & VAPOR BARRIER. d ' 4 °d 18"x36" CONTINUOUS 3,000 P.S.I.— a d d m 48"x48"x24" 3,000 P.S.I. CONC. CONCRETE STRIP FOOTING W/ 4— PAD FOOTING W/ #5'S ® B O.C. #5'S CONT. & #5'S TRANSVERSE °. EA. WAY TOP & BOTTOM. e d ® 24" O.C. (TYP) ° • �'. .. .g• . 3'-0' FOOTING DETAIL C3� FOOTING DETi SCALE: 3 4 =1 —0 SCALE: 3 4 =1 —0 a ° e d e e < e d e e n d° o e I Trio 0 U/� I ISSUANCES 11 DATE TITLE BID O U 1�1 �" W A W z W U � a � G. z rn z o t a° A O fl. E- U n O a F W x 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 LHNTID TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT E%PRESS 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 SPEGMCATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 0 a C\2 o H 144, co, w � co _ � a � w � oco w Lo c;6 a_ Lo � a a H Q L Q co L SCALE DATE 08-18-99 SHEET NUMBER s-1 1 OF X-BRACING ®I/3 SPAN (TYPICAL) 1 1/2'X22GA. W/ PANEL METAL DECKING (TYP.) VULCRAFT ISK4 STEEL JOISTS m 48' O.C_ (TYP.) LIGHT WEIGHT CONC. TOPPING 13'-S 1/2" TOP OF BEAM 12'-5 I/2' TOP OF TE WI6X26 (TYR) 12'XI2'X5/0' STEEL TOP PLATE In' WELD (A LONG EACH SIDE.) WXWX3/6' STEEL COLUMN (TYP.) SCALE: ISSUANCES DATE TITLE BID PERAUT CONSTRUMON 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 METED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY IO.THOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WlUrM CONSENT BY THE ARCHITECT IS STRICTLY PROHIBITTED. TITLE TO THE PLANS AND SPECIFICATIONS RENAINS WITH THE ARCHIECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O ago �� 140 w co U) � Lo aV 46 � Lo co F� W H a CO A � I —I W A co DRAWN BY SCALE SSG CHECKED BY DATE DRM 06-18-99 SHEET NUMBER S-2 4 OF L4'X4'XI/4' STEEL ANGLE (W) 1/2'Xb' REDHEADS ® 16' O.G. 11/2'X22GA W.PANEL METAL DECKING (TYP.) a (2) 3/8' THRU BOLTS A EACH JOIST. ,. VULCRAFT ISK4 STEEL JOISTS ® 48' O.G. (TYP.) e VULCRAFT 14K3 STEEL JOISTS im 48' O.G. (TY .) 8'X16' POURED CONC. TIE BEAM W/ 4-S GONT. e a - d d e a e 8 n a d a e e n 2) 5UILDING SEGTIONSEGTION : 3/4" =1'- ISSUANCES DATE 11 TITLE 1 II CONSTRUCTION I O L) 0 Z Eo b o E~ U W v � U a C7 zA P. � E+ U El ti 0 w F 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 ARCHTECT IS STRICTLY PROR®ITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSITTUTE PRIMA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a rl c e� o Hco w co Lo c;d E-4 GQ co w H a �-. aLo 1-4 E-1 A � W A co DRAWN BY SCALE SSG CHECKED BY DATE DRY 08-18-99 SHEET NUMBER A-5.1 6 OF 1 1/2'x22GA W.PANEL METAL DECKING (TYP.) I S 2 WI6x26 (TYP.) VULGRQFT 1SK4 STEEL JOISTS 2 45' O.G. (TYP_) 12'X12'X5/8' STEEL TOP PLATE 1/2' WELD (8 LONG EACH SIDE) 6'x6'X3/8' STEEL COLUMN (TYP.) 12'X12'X5/8' STEEL EASE PLATE [F (4) 3/4'XI3'J -BOLTS 2 S-2 d 'a dd a a M G. ING SECTION SCALE: 3/4" = I' - REVISIONS NO. 11 TITLE 11 DATE ISSUANCES DATE 11 TFTLE 11 BID �4 O U Z WE E b O U W U a O z,; z V] z Q c�7 Qr a U F R F-F O a a T � 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 LHUTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE -USE BY ANY LETHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WHIM CONSENT BY THE ARCHITECT LS STRICTLY PROHIBITED, TITLE TO THE PLANS AND SPECIFICATIONS RENAINS WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRDIA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a co Co Qi to I-� Lo H x i C:8��� Lo 1.4 Lo a H A � W A co DRAWN BY SCALE BOG CHECKED BY DATE DRM 08-18-99 SHEET NUMBER A-5.2 6 OF gl-X Arm 8'XI6' CONC. TIE BEAM W/ 4S'S CONT. 8' CMU W/ 1056 48' O.C. MAX CORNERS d JAM55 + 8' FILLED U-BLOCK W/1"5 CONT. • °• OR DROP TIE SEAM AS REQ'D. E SEAM 8'XI(o' INTERMEDIATE T W/ 405'9 CONT. a d 12' CMU W/ 1#5 0 48' O.G. MAX, COMER # JAMBS. CONT. CONIC. FOOTING SEE d FOUNDATION PLAN d d a . •. e • a.. ° e e e -)' WALL SECTION 4. 1 : 3/4'=V-0° MININUM 8'X24' GONG. BEAM W/ (4)-05's CONT. ' e 2 "5'5 v EACH SIDE OF ARCH. \� I— \ \ :e d °\L 8'X20'X24' CONC. COLUMN W/ (8)-" 5'8 CONT. �I 445TIES s1211O.C. IL SEE FOUNDATION PLAN �I �I L �I L �I L �I �I �I < A d e e a. A e d a e e -3�UJALL SECTIONSECTION IA1 SCALE: 3/4"= II-0n ISSUANCES DATE TITLE BED PERMIT CONSTRUCTION N O U W W 0 o °' U) O W L) a U) U' z c a a L) U F U y F po aV) 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 LOOTED TO SUCH USE. REPRODUCTION, PUBLICATION OR RE —USE BY ANY NNTHOD, 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 PRERIDICE, VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRDIA FASCIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. O a Pi C\2 o Hco W �-4 Co U) '4 Lo Lo co W �--I lo ad W Lo 0 e--I w H a CID Lo a H A � � DRAWN BY SCALE MG CHECKED BY DATE DRY 08-18-99 SHEET NUMBER A-6.1 XOF` .0, 8'XI6' CONC. TIE BEAM W/ 405'6 CONT. 8' CMU W/ 105 ® 48' O.G. MAX, COMERS 4 JAMBS. 14.'-0" A.F.F. TOP OF BEAM 8' FILLED U-BLOCK W/ 105 CONT. OR DROP TIE BEAM AS REQ'D II'-4' AFF. HEAD 14EIG11T 8'X16' INTERMEDIATE TIE BEAM W/ 4S'S CONT. V-4' AFF. TOP OF SEAM a e e • • 8'-0' A.F.F. OIL HEAD I-IEICsHT a a. e e a e • •.. -� • . a @ e a. I 12, POURED GONG. a U-BLOCK W/ I S CONT. FIN. FL. 12' GMU W/ IS ® 48' O.G. MAX, CORNER 4 JAMBS CONT. GONG. FOOTING SEE FOUNDATION PLAN 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 LDHTED TO SUCH USE. REPRODUCTION, PUBLICATION OR BE -USE BY ANY METHOD, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN CONSENT BY THIN ARCHITECT IS STRICTLY PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ARCMCI WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FASCIE EVIDENCE OF THIN ACCEPTANCE OF THESE RESTRICTIONS. Qi o a cQ o Hco w co � to Lo o co w Lo E-4 Lo co c:6 a _ aE-4 Lo Hsi � a " aH �� Q co DRAWN BY SCALE SSG CHECKED BY DATE DRY 08-113-99 SHEET NUMBER A-6.2 XOFX