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Building Plans; Permit Set
N I 0 N N QU 0 U O w w w 0 CD 6 U / CD z Q 0 / N U J 0 d N N N L a_ v) 0 c c 0 0 Cn u! c 0 U 's the Law! U 1-800-432-4770 Sunshine State One Call of Florida, LOCATION AP 4) TALLAHASSEE , GULF OF MEXICO PARK LOCATION ®Z ORLANDO, .TAMPA SAVAN I PRESEF PARK E FORT CENTEI ° MYERS FT.. LAUDERDALE° MIAMI' � �n0 A KEY WEST ... aSTA,TE :3P�1,4,111KI,0�lr SA'V.,/)�NNAS 1: -. ..r.`�,.. a'',9e PF,'1\ES,,,_,,,,.,,,.-,,,.,R,VE "E _ a P'.. . .. , °x.E.'-', 'i U'600"' I $ s'.A:--1- ? Mr .,;5. iF a, T A. M x l 'I AO' I DL 1 Port S 4 3 y 7., , ,_„ Pd " 4l ! j F4 Qid u ri Lmwn€: P,-1 11,r MEN FEE + rNf N 13 F`�, � a Mech./Elec./Plumb. Engineer IAS BOBES ASSOCIATES CONSULTING ENGINEERS, INC. VESTATE 150 CIRCLE DRIVE ]UCATION :ADDITION MAITLAND, FL 32751 407.628.0882 CONTACT: GUS BOBES JR., P.E., PRINCIPAL N P CD Architecture THE LPA GROUP INCORPORATED 2000 PALM BEACH LAKES BOULEVARD, SUITE 600 WEST PALM BEACH, FL 33409 61 8 .51 0 / 5131 F C CONTACT: WILLIAM A. HAYWARD, JR. - SENIOR ARCHITE( FL. ARCHITECT LIC. No.: AR0011007 / 1 \ ST, LUCM COLNTY FIRE DIS It kut,1: R V1E'Vt`ED FOR C L ' 7CE SUIlJECT TO FIE " CTIONS SEE ATTAC D I N SFtEET REi 1E41'EI) BY. DATE, - RItluMyd Ilhuowre FA,Q, lIANL01k, aru I (T. LUCIE PLAN R ;Va. DATE: _ 690 IoaTE: c( Structural Engineer BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 407.423.7585 CONTACT: FRED BOWEN, P.E. LIST OF DRAWINGS I 00.0 W, GO.1 COVER ABBREVIATIONS AND LEGEND GW.2 a i,1 1.0 GENERAL NOTES PARTIAL DEMOLITION FLOOR & ROOF PLAN A1.1 FLOOR PLAN e Al2 LIFE SAFETY PLAN - A1.3 ROOF PLAN A1.4 REFLECTED CEILING PLAN, DOOR SCHEDULE, FINISH SCHEDULE & FURNITURE ELEVATIONS A1.5 DOOR & WINDOW SCHEDULES & DETAILS j A2.0 EXTERIOR ELEVATIONS A&O BIIILDNG SECTIONS A4.0 WALL SECTIONS A4,1 WALL SECTIONS A5.0 ENLARGED RAMP AND DETAILS AGA INTERIOR ELEVA71M AND DETAILS 8-0A STRUCTURAL NOTES S40 FOUNDATION PLAN 8-20 FLOOR FRAMING PLAN 5-11 FOUNDATION DETAILS & SECTIONS S-22 FOUNDATION DETAILS & SECTIONS 8430 ROOF FRAMING PLAN 3-0 FRAMING DETAILS & SECTIONS FRAMING DETAILS & SECTION$ S-4.1 342 FRAMING DETAILS & SECTIONS 8-0 FRAMING CONFECTION DETAILS M-0 HVAC GENERAL NOTES, SYMBOL LEGEND I AND SCHEDULE$ MCI fLOOR"PLAN-HVAC M-4 HVAC DETAILS M-5 Wk DETAILS P-0 PLUMBING GENERAL NOTES, SYMBOL LEGEND AND SCRs P-1 FLOOR PLAN-PU.I BINCrSANITARY E-0 ELECTRICAL SYMBOL LIST, GENERAL NOTES & FIXTURE SCHEDLLE E-1 FLOOR PLAN ELECTRICAL LGH11NG — E-2 FLOOR PLAN ELECTRICAL POWER & SYSTEMS h e •.^rn---.a.-..,—.��..y.a� '. r. ..._ ,. .. iesm.rt r. axu�amm'a.'r=. .-r-.were.-zrva�w I THE „. LPL GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 t Designer: Checked by: KPB/NWG WAH Jr. Technician: Project Number, EG 132140 Notes: 6 L 1 II A If ri7\ _..4 THESE PLANS AND ALL PRbPQSE© WORI ARE SUBJECT TO ANY COPAECTIONS REQUIRED BY PIELO IfiSP�C MRS THAT MAY BE NECE99W IN] ORDER TO COMPLY WITH ALL APPLICABLE CODES. PER f T REVIEW UPDA"TES 10/24/2014) L REVISIONS No. Description Date By ® BLDG. CODE / FM UPDATES 10/24/14 NWG Project Name: SAVANNAS PRESERVE Fes, & ,`.INNER A D D IT10N PORT ST- LUCIE, FLORIDA Drawing COVER SHEET Date: FEBRUARY 2014 Scale: Drawing Number: G0.0 0) 3 Cn 0 z w 0 w J Id z O a m m a 0 O / 0 z a 0 /i U J Cn 0 0 w a� Z m a_ m 0 c 0 0 / C ABBREVIATIONS LLINEAR FEET GRAPHIC SYMBOLS 1 MFR MANUFACTURER �$ ,1 AFF ABOVE FINISHED FLOOR MATL MATERIAL DRAWING APC ACOUSTICAL PANEL CEILING MAX MAXIMUM TITLE BLOCK MODIFIER q AWC ACOUSTICAL WALL COVERING MSL MEAN SEA LEVEL DRAWING DRAWING; AHU AIR HANDLING UNIT MDO MEDIUM DENSITY OVERLAY NUMBER AT COLUMN TITLE ALT ALTERNATE . MTL METAL> AL ALUMINUM MIN MINIMUM PLAN DETAIL NORTH APPROX APPROXIMATE MISC MISCELLANEOUS SCALE: 1:20 ARROW ASPH ASPHALT MM METAL MESH ACP ASPHALTIC CONCRETE PAVING MR MOISTURE RESISTANT SCALE THE IL AV AUDIO VISUAL MRGB MOISTURE RESISTANT GYPSUM BOARD LP BL BASELINE MTG HT MOUNTING HEIGHT GROUP BR BRICK MTD MOUNTED Room Name DIRECTION N# ELEVATIONOIL DESCRIPTION TRANSPORTATION CONSULTANTS j BRP BRICK PAVERS NIC NOT IN CONTRACT 101 DETAIL MARK ELEVATION A.F.F. 2000 PALM BEACH LAKES BLVD. BRG BEARING NTS NOT TO SCALE ROOM NUMBER �,�/�/4 Sht_# E# SUITE 600, WEST PALM BEACH, FLORIDA33409 SHEET (561)686-5130 BFF BELOW FINISHED FLOOR NRC NOISE REDUCTION COEFFICIENT IDENTIFICATION FLORIDACOA#AA-0003054 NUMBER S# SL BM BENCHMARK NOM NOMINAL see finish schedule SLOPE WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 O INTERIOR ELEV IDENTIFICATION DIRECTION OF SLOPE Designer: Checked by: BITUM BITUMINOUS NA NOT APPLICABLE A DIRECTION KPB/NWG WAH Jr. B.O. BY OWNER OC ON CENTER WINDOW IDENTIFICATION SECTION Technician: Project Number: BOS BOTTOM OF STEEL OPNG OPENING NUMBER FIRE EXTINGUISHER EG 132140 IN RECESSED OR SEMI = FEC-TYPE BUR BUILT-UP ROOFING OPR OPERABLE Notes: O SHEET A1.1 RECESSED CABINET CPTlCPTT CARPET/CARPET TILE OPP OPPOSITE 100 NUMBER WIl ' SECTIONS ri CLG CEILING ORD OVERFLOW ROOF DRAIN DOOR CBB CEMENTITIOUS BACKER BOARD PCP PLASTER CEILING, PAINTED IDENTIFICATION AREAOFDETAIL FIRE EXTINGUISHER CTR CENTER PNL PANEL see door schedule [IDETAIL WALL MOUNT FE-TYPE CL CENTERLINE PT PAINT 1 UMBER CT CERAMIC TILE PBD PARTICLEBOARD HEET At CTB CERAMIC TILE BASE PLAS PLASTER WALL NUMBER COL COLUMN PLAM PLASTIC LAMINATE IDENTIFICATION DETAILS see wall types THESE PUNS AND ALL Pi20?OSEQ WORK CONIC CONCRETE PLYWD PLYWOOD f ARE SUBJECT TO ANY COPAECTIONS CMU CONCRETE MASONRY UNIT PTD PRESSURE TREATED COLUMN pt - Rc"OUIROD © BY RIELfldSPfiCiDRS THAT r GJ CONSTRUCTION/CONTROL JOINT PL PROPERTY LINE UAY BE NECE9SAItY IN ORDER TO IDENTIFICATION COMPLY WITH ALL APPLICABLE CODES, DAT DATUM QA QUALITY ASSURANCE COLUMN REFERENCE GRID l DEG DEGREE QC QUALITY CONTROL DEMO DEMOLITION QT QUARRY TILE CENTERLINE CL DIA DIAMETER RA RADIUS IDENTIFICATION CENTER LINE PERMIT ET DIM DIMENSION REF REFERENCE DIMENSION DL/DS DOWN LEADER/DOWNSPOUT RCP REFLECTED CEILING PLAN EO EDGE OF REINF REINFORCED DIMENSION 1, IDENTIFICATION NOMINAL DIMENSION TO ROUGH EXP EXPOSED REBAR REINFORCING STEEL BARS FACE OF MATERIAL, ')"" ELEC ELECTRICAL REQD REQUIRED t r EL ELEVATION RB RESILIENT BASE REVIEW \ / I �\ �% � /� / EPT EPDXY PAINT RF RESILIENT FLOORING C �/ EXIST EXISTING REV REVISIONUPDATES EJ EXPANSION JOINT RD ROOF DRAIN EIFS EXTERIOR INSULATION FINISH SYSTEM RO ROUGH OPENING 0/24/2014 EXT EXTERIOR SECT SECTION t� e FWC FABRIC WALL COVERING SM SHEET METAL FO FACE OF SV SHEET VINYL FIN FLR FINISH FLOOR SIM SIMILAR FIN GR FINISH GRADE SGL SINGLE PATTERN SYMBOLS - FILE Cuv FDC FIRE DEPARTMENT CONNECTION SC/Si SAW CUT/SAW JOINT FEB FIRE EXTINGUISHER ON BRACKET Sc SOLID CORE 1 FEC FIRE EXTINGUISHER IN CABINET STC SOUND TRANSMISSION CLASS FD FLOOR DRAIN SPKR SPEAKER BACKER ROD & PLASTER STUCCO REVISIONS FLR FLOOR SF SQUARE FOOT SEALANT, CONT. No. Description Date By FT FULLY TEMPERED (GLASS) SIDA SECURITY IDENTIFICATION DISPLAY GA GAGE SP BLK SPLASH BLOCK BATT INSULATION PLYWOOD SR SOUND RATED GALV GALVANIZED SS STAINLESS STEEL GL GLASS ST STONE BRICK RIGID INSULATION GL BLK GLASS BLOCK STD STANDARD GFRC GLASS FIBER REINFORCED CONCRETE STL STEEL Project Name: STRUCT STRUCTURAL COMPACTED FILL SAND GROUT GWT GLAZED WALL TILE SIM SIMILAR SAVANNAS PRESERVE GYP BD GYPSUM BOARD TEL TELEPHONE a GSB GYPSUM SHEATHING BOARD TEMP TEMPORARY CONCRETE STEEL METAL STATE PARK EDUCATION HCP HANDICAPPED THR THRESHOLD CENTER ADDITION HDW HARDWARE TMPD GL TEMPERED GLASS GRAVEL WOOD BLOCKING, CONT. TER TERAZZO PORT ST. LUCIE, FLORIDA HDWD HARDWOOD T&G TONGUE AND GROOVE HAZ HAZARDOUS TO TOP OF GYPSUM BOARD Drawing Name: WOOD SHIM HD JT HEAD JOINT TOB/TOS TOP OF STEEL/TOP OF BEAM HS HEAT STRENGTHENED (GLASS) TS TUBE STEEL MASONRY NO WORK IN THIS AREA ABBREVIATIONS & HT HEIGHT TYP TYPICAL GRAY HATCH HT GL HEAT TREATED (GLASS) UC UNDERCUT SECTION ONLY) LEGENDS HVAC HEATING, VENTILATING, AIR CONDITIONING LINO UNLESS NOTED OTHERWISE HM HOLLOW METAL VR VAPOR RETARDER HB HOSE BIBB VTR VENT THROUGH ROOF FAA A.I.P. PROJECT NUMBER: INSUL INSULATION VAR VARIES INT INTERIOR VB VINYL BASE ENGINEER OF RECORD INV INVERT VIF VERIFY IN FIELD Date: IRGB IMPACT RESISTANT GYPSUM BOARD VCT VINYL COMPOSITION TILE FEBRUARY 2014 LAMINATED GLASS VSP VINYL SOFFIT PANEL LAV LAVATORY VWC VINYL WALL COVERING Scale: LBP LEAD BASED PAINT WGL WIRED GLASS LWC LIGHTWEIGHT CONCRETE W/ WITH LTD LIMITED Drawing Number: W/0 WITHOUT no. LD LINEAR DIFFUSER WD WOOD V 3 Cl) w 0 z D' w z w N Cn c� c� z 0 Sri Q) U D J Lo I iv L V) U c 0 c 0 General Notes Partition Notes Finish Notes Site Notes THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF AN INSTALL GYPSUM WALLBOARD IN ACCORDANCE WITH THE CURRENT VERSION VERIFY FINISH WITH OWNERS REPRESENTATIVE PRIOR TO FINISH APPLICATION PROVIDE SUBTERRANEAN TERMITE PREVENTION IN SOIL AREAS ARCHITECTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE MAJOR OF UNITED STATES GYPSUM -GYPSUM CONSTRUCTION HANDBOOK, ASTM C754 SCHEDULED TO RECEIVE NEW CONSTRUCTION. THE CONTRACTORS . ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL SYSTEM. AS SCOPE AND ASTM 840. MOST STRINGENT REQUIREMENTS PREVAIL. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND MARKINGS SUBJECT TO / INSTALLER SHALL SUBMIT A CERTIFICATE STATING THAT THE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL OF THE BLEED -THROUGH. TREATMENT HAS BEEN APPLIED IN ACCORDANCE WITH THE *� o WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF ALL PARTITIONS SHALL BE INSTALLED PLUMB AND TAPED AND SANDED APPLICABLE GOVERNING REGULATIONS FOR THE LOCATION OF THE THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR SMOOTH SO THERE ARE NO VISIBLE JOINTS. GYPSUM FINISH LEVEL 4 AT PAINT DIFFUSERS AND RETURN GRILLES AT CEILING TO MATCH ADJACENT PROJECT. DESCRIBED, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE WALLS, LEVEL 5 AT CEILINGS ADD SOFFITS AND LEVEL 2 IN CONCEALED CEILING FINISHES, UNLESS NOTED OTHERWISE. PROPER EXECUTION AND COMPLETION OF THE WORK. SPACES. USE LEVEL 5 FINISH WHEN WALL COVERINGS ARE SPECIFIED. ADVISE UTILITY LOCATION COMPANY OF EXCAVATION ACTIVITIES 4 INSTALL FLOORING PURSUANT TO MANUFACTURERS INSTRUCTIONS, UNLESS WEEKS PRIOR TO EXCAVATION ACTIVITIES. LOCATE, IDENTIFY AND 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE KNOWLEDGEABLE OF ALL VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS. NOTIFY NOTED OTHERWISE. MARK UNDERGROUND UTILITIES PASSING THROUGH THE AREA OF CONDITIONS THEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE ARCHITECT OF ANY DISCREPANCIES BETWEEN SCHEDULED PARTITION CONSTRUCTION BEFORE COMMENCING WITH WORK. RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND NOTIFY THE ARCHITECT OF THICKNESS AND INTERNAL INCLUSION. RESILIENT BASE IS COVE AT VINYL, STRAIGHT AT CARPET (AS REQUIRED) THE I ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. REMOVE ANY MATERIAL NOT REQUIRED FOR USE ON THE PROJECT LPA _ PARTITIONS ARE DIMENSIONED NOMINALLY, UNLESS NOTIFIED OTHERWISE. SEE REFLECTED CEILING PLANS AND NOTES FOR MORE INFORMATION. (INCLUDING UNSATISFACTORY SOILS, EXCESS SATISFACTORY SOILS, GROUP 2. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES OR ORDINANCES. TRASH AND DEBRIS) AND LEGALLY DISPOSE OF IT OFF OF THE TRANSPORTATION CONSULTANTS HEIGHTS ARE DIMENSIONED FROM THE FINISHED FLOOR UNLESS NOTED REPAIR, REFINISH AND PREPARE, AS APPLICABLE, EXISTING SURFACES TO OWNERS PROPERTY. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE. OTHERWISE, VERIFY CONDITION OF SLAB AND SLAB ELEVATION. RECEIVE NEW MATERIALS. 0PALM BEACH BLVD. SUITE 600, WEST PALM BEACCH,H, FLORIDAFR33409 BURNING SHALL NOT BE PERMITTED. (561)686-5130 4. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. INSTALL WATER-RESISTANT GYPSUM BOARD IN AREAS SUBJECT TO FINISH REQUIREMENTS SHALL BE DIRECTED BY OWNER AND AS FOLLOWS: FLORIDA COA#AA-WILLIAM A. HAYWARD: Jr., FL ARCHITECTECTLI a LIC. No.: AR0011007 MOISTURE. 5. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR ALL FINISHES SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS: Designer: checked by: KPB/NWG WAH Jr. SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. PROVIDE ALL METAL CORNER AND FINISH BEADS AND / OR TRIM FOR ALL EXPOSED EDGES AND CORNERS. SPACKLE, BLEND AND SAND SMOOTH INTO EXIT FINISHES, WALLS AND CEILINGS CLASS B Technician: Project Number: 6. IF AT ANY TIME AN ERROR IS FOUND WITHIN THESE DOCUMENTS PRIOR TO OR DURING ADJACENT SURFACES. EXIT FINISHES, FLOORS CLASS II EG 132140 CONSTRUCTION THAT MAY BE CRITICAL TO THE INTEGRITY OF THIS PROJECT, THE Notes: CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY TO RESOLVE THE ERROR PROVIDE EXPANSION JOINTS IN GYPSUM WALLBOARD (FIRE RATED, WHERE ALL OTHER SPACES, WALLS AND CEILINGS CLASS B PRIOR TO PROCEEDING WITH THE AFFECTED WORK. REQUIRED) AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER ALL OTHER SPACES, FLOORS NO REQUIREMENTS AND CENTERED ABOVE ALL DOORS. 7. THE COORDINATION OF ALL MATERIALS, LABOR AND THE SUB CONTRACTORS CLASS A INTERIOR WALL AND CEILING FINISH FLAME SPREAD 0-25, SMOKE WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. A IN -WALL BLOCKING SHALL BE INSTALLED IN STUD WALLS, BEHIND ALL DEVELOPED 0-450 ACCESSORIES INCLUDING BUT NOT LIMITED TO: TOILET ACCESSORIES, GRAB 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL BUILDING OFFICIALS AND BARS, CABINETS (BASE AND WALL), MILLWORK, FIRE EXTINGUISHER CLASS B INTERIOR WALL AND CEILING FINISH FLAME SPREAD 26-75, SMOKE INSPECTORS FOR PERMITS AND INSPECTIONS & PROVIDING AND SUBMITTING TO THE MOUNTING BRACKETS, ETC. DEVELOPED 0-450 BUILDING DEPARTMENT / PLANS EXAMINER (AUTHORITY HAVING JURISDICTION - AHJ) FLORIDA PRODUCT APPROVALS FOR ALL EXTERIOR CLADDING ELEMENTS IN COMPLIANCE CONTROL JOINTS IN MASONRY WALLS SHALL BE A MAXIMUM OF 4 FEET FROM CLASS C INTERIOR WALL AND CEILING FINISH FLAME SPREAD 76-200, SMOKE WITH THE FLORIDA BUILDING CODE, PRIOR TO ORDERING MATERIALS, AND INSTALLATION , CORNERS AND 20 FEET ON CENTER. DEVELOPED 0 450 THESEPIANSAND ALL PIIOPOSEDWORK FOR APPROVAL AND ACCEPTANCE BY AHJ. THIS SHALL INCLUDE, BUT NOT LIMITED T0: ARE SUBJECT TOANY CORfiECTIONS [..WINDOWS , DOORS, LOUVERS, ROOFING, & OTHER EXTERIOR CLADDING ELEMENTS.. PROVIDE A CONTINUOUS BEAD OF SEALANT WITH BACKER ROD AT THE CLASS I INTERIOR FLOOR FINISH MINIMUM 0.45 WATTS PER SQ CM REGUIREID BY FIELD INSPEC'MASTHAT PERIMETER OF ALL EXTERIOR DOOR AND WINDOW FRAMES WHERE THEY UAY BE NECESSARY IN ORDER TO 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING MEET WALLS. CLASS II INTERIOR FLOOR FINISH MINIMUM 0.22. WATTS PER SO CM COMPLY WITH ALL APPLICABLE CODES, CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH APPLICABLE CODES. THE CONTRACTOR SHALL COORDINATE AND VERIFY THE EXACT SIZE AND INTERIOR PAINT: BASIS OF DESIGN SHERWIN WILLIAMS LOCATION OF ALL FLOOR, WALL AND CEILING PENETRATIONS / OPENINGS PRIME COAT AND 2 FINISH COATS, EGGSHELL FINISH 10. ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER THE WITH EACH OF THE RESPECTIVE MECHANICAL, PLUMBING, ELECTRICAL AND PERMIT SET MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND SUGGESTED FIRE PROTECTION DRAWINGS. EXTERIOR PAINT: PRIME AND 2 FINISH COATS, TRIM SEMI -GLOSS INSTRUCTIONS. FLAT AREAS, EGGSHELL ALL PARTITION PENETRATIONS SUCH AS DUCTWORK, SHALL BE FIELD 11. ALL WORK SHALL BE IN ACCORDANCE WITH THE QUALITY STANDARDS OF THE TRADE AND VERIFIED. PARTITIONS SHALL BE BRACED AND OPENINGS REINFORCED. SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL (PERMIT CODES AND MANUFACTURERS RECOMMENDATIONS. DOOR OPENINGS NOT DIMENSIONALLY LOCATED SHALL BE CENTERED BETWEEN WALLS OR ADJACENT TO WALL OR COLUMN AS SHOWN ON PLANS. RE \ / I E A 12. ITEMS NOTED AS "N.I.C" (NOT IN CONTRACT), "BY OWNER" OR "EXISTING" SHALL NOT BE �/ �/ �/ INCLUDED IN THE CONTRACT. HOWEVER, PROVISIONS SHALL BE MADE BY RESPECTIVE CAULK GAPS WHERE INTERSECTIONS OF ELEMENTS IS NOT CRISP AND TRADES TO ALLOW THE INSTALLATION OF ITEMS NOTED, ALL FINISHES OF FLOORS, CONSISTENT. Reflected Ceiling Notes UPDATES BASES, WAINSCOTS, WALLS AND CEILINGS BEHIND, UNDER AND/ OR OVER THESE ITEMS VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL, SHALL BE INCLUDED IN THE GENERAL CONTRACT UNLESS NOTED OTHERWISE (U.N.O.) ALL RATED PARTITIONS OR SMOKE BARRIERS SHALL EXTEND FROM FLOOR TO STRUCTURAL, FIRE PROTECTION, ELECTRICAL, COMMUNICATION AND LIFE SAFETY 10/24/2014 ) STRUCTURE ABOVE, UNLESS NOTED OTHERWISE., AND SEALED AIRTIGHT. 13. THE JOB SITE SHALL BE KEPT "BROOM CLEAN" AND FREE OF EXCESSIVE DEBRIS. ALL USE U.L. LISTED HEAD OF WALL SPRAY. AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL PLUMBING, FIRE REFUSE CREATED IN THE EXECUTION OF THE CONTRACT FOR CONSTRUCTION IS THE PROTECTION, MECHANICAL FANS, DUCTS, CONDUITS AND OTHER RELATED AND RESPONSIBILITY OF THE GENERAL CONTRACTOR. TRANSPORT TRASH, RUBBISH AND APPURTENANT ITEMS SO ALL FIELD CONDITIONS. THE NOT TO CONFLICT WITH LUMINARIES AND ANY AND DEBRIS FROM THE SITE AND DISPOSE OF LEGALLY. THE MANNER OF THE REMOVAL SHALL E CONTRACTOR IS RESPONSIBLE FOR COORDINATION I BE CONFIRMED WITH AN OWNERS REPRESENTATIVE AND SHALL MEET CITY, COUNTY AND OF PLENUM ELEMENTS. ARRANGE OR MODIFY NON-VISABLE ITEMS TO FIT CONDITIONS OF THE REFLECTED CEILING PLAN LAYOUT. STATE REGULATIONS. J/ 14. DIMENSIONS ARE NOMINAL AND ARE TAKEN FROM FACE OF BLOCK WALL, CENTERLINE OF Power and Communication Notes MECHANICAL, ELECTRICAL, COMMUNICATION AND LIGHTING PLAN ELEMENTS ARE COLUMN AND FACE OF STUD U.N.O. INSTALL UNDERWRITERS LABORATORIES (U.L.) LABELED DEVICES SHOWN FOR LOCATION PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. REvisioNs No. Description Date By 15. ALL UNIT MASONRY SHALL CONFORM TO ASTM C-90. MASONRY CONSTRUCTION SHALL INSTALL SWITCHES 48 INCHES ABOVE THE FINISH FLOOR SLAB UNLESS INSTALL FULLY RECESSED FIXTURES ONLY, INCLUDING BUT NOT LIMITED TO 10 PERMIT UPDATE 12/04/2014 NWG COMPLY WITH THE SPECIFICATION FOR CONCRETE MASONRY STRUCTURES (ACI-530. 1-95/ NOTIFIED OTHERWISE. HEIGHTS ARE DETERMINED FROM TOP OF THE DIFFUSERS, GRILLES, ETC. UNLESS NOTED OTHERWISE. ASCE 6-95/TMS 602-95) AND THE 2010 FLORIDA BUILDING CODE. FINISHED FLOOR TO CENTERLINE OF COVER PLATE, MOUNTED VERTICALLY LENGTHWISE, U.N.O. GANG -SWITCH COVER PLATES INSTALL UNDERWRITERS LABORATORIES (U.L.) LABELED DEVICES 16. ALL MASONRY WALLS SHALL BE REINFORCED WITH HORIZONTAL JOINT REINFORCING AT SHALL BE ONE PIECE TYPE, QUANTITY OF SWITCHES AS APPLICABLE 16 INCHES ON CENTER VERTICALLY, JOINT REINFORCING SHALL HAVE PERFORMED AND AS REQUIRED. DEVICES AND COVER PLATES TO BE LEVITON, IF REQUIRED, INSTALL SPRINKLER HEADS WITH TRIM RINGS INSTALLED TIGHT TO CORNERS AND "T" SECTIONS WHITE. FINISH CEILING. Project Name: 17. MORTAR SHALL CONFORM TO ASTM C-270. TYPE S MORTAR AND TYPE M BELOW GRADE. RECEPTACLES MOUNTED AT COUNTER HEIGHT SHALL BE INSTALLED CONTRACTOR TO PROVIDE AND LOCATE ALL CEILING ACCESS PANELS IN GYPSUM, HORIZONTALLY ABOVE THE COUNTER OR WHERE A BACKSLASH PLASTER AND CEMENT BOARD CEILINGS CONTRACTOR SHALL PROVIDE THE SAVANNAS PRESERVE 18. ALL FIRE AND/OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY & PERMANENTLY OCCURS, ABOVE OR WITHIN THE BACKSPLASH OF THE COUNTER. ARCHITECT WITH LOCATIONS / COORDINATION DRAWINGS PRIOR TO THE STATE PARK EDUCATION IDENTIFIED WITH SIGNS / STENCILING ABOVE ANY DECORATIVE CEILING & IN CONCEALED INSTALLATION OF CEILING ELEMENTS. SPACES WITH LETTERS A MIN. OF 2 INCHES HIGH ON A CONTRASTING BACKGROUND INSTALL WALL MOUNTED OUTLETS, POWER, ETC. 18 INCHES ABOVE CENTER ADDITION SPACED A MAX. OF 12 FEET ON CENTER WITH A MIN. OF ONE PER WALL OR BARRIER. THE FLOOR FINISHED FLOOR TO CENTERLINE OF COVER PLATE MOUNTED CEILING ACCESS PANELS SHALL BE PROVIDED IN NON -ACCESSIBLE CEILINGS HOURLY RATING SHALL BE INCLUDED ON ALL RATED BARRIERS OR WALLS. SUGGESTED VERTICALLY LENGTHWISE, UNLESS NOTED OTHERWISE (U.N.O.) BELOW THE FOLLOWING THE MECHANICAL AND PLUMBING DEVICES PORT ST, LUCIE, FLORIDA WORDING "(_) - HOUR RATED FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS". Drawing Name. DO NOT MOUNT OUTLETS BACK TO BACK VALVES 19. THE CONTRACTOR SHALL COORDINATE ALL LIGHTING LOCATIONS WITH THE DUCTWORK FLOW MEASURING DEVICES AND SPRINKLER LAYOUT (IF REQUIRED). ANY VARIATIONS WITH LAYOUT OR CEILING VERIFY ALL EQUIPMENT MOUNTING REQUIREMENTS OF ALL MIXING BOXES HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. ELECTRICAL, COMMUNICATIONS AND OTHER EQUIPMENT REQUIRING POWER OPERATED DAMPERS GENERAL NOTES SPECIAL PLUG CONFIGURATIONS. ACCESS PANEL IN DUCTWORK 20. INSULATE ALL EXPOSED PIPING (SUPPLY AND SANITARY) UNDER COUNTERTOPS, VOLUME AND BALANCING DEVICES LAVATORIES, SINKS, ETC. NO SHARP OR ABRASIVE SURFACES OR OBJECTS SHALL BE PROVIDE POWER AND OTHER FITTINGS FOR APPLIANCES AND OTHER WATER FLOW SWITCHES PERMITTED UNDER COUNTERTOPS OR LAVATORIES. DEVICES AS REQUIRED FOR PROPER OPERATION SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS PRESSURE SWITCHES FAA A,I.P. PROJECT NUMBER: 21. THE CONTRACTOR SHALL PROVIDE A GENTLE SLOPE AT ALL GRADE ENTRANCES AND VERIFY OR ACQUIRE EQUIPMENT SPECIFICATIONS FROM OWNER FOR OTHER DEVICES LOCATED ON DRAWINGS EXITS. AVOID ABRUPT CHANGES IN ELEVATION, PER FBC & ADA. 0 PROPER FIT AND POWER REQUIREMENTS. ENGINEER OF RECORD 22. IT IS THE OWNERS AND / OR TENANTS RESPONSIBILITY TO CHECK THE CONSTRJ COORDINATE OWNERS TELEPHONE, AUDIOVISUAL CABLING AND INSTALL SWITCHES 48 INCHES ABOVE THE FINISH FLOOR SLAB UNLESS NOTIFIED DOCUMENTS AND VERIFY ANY AND ALL LOCATIONS, SIZE, QUANTITY, QUALITY SECURITY INSTALLATIONS AS REQUIRED. OTHERWISE. HEIGHTS ARE DETERMINED FROM TOP OF FLOOR SLAB TO Date: CENTERLINE OF COVER PLATE, MOUNTED VERTICALLY LENGTHWISE, U.N.O. FEBRUARY 2014 SPECIFIC MATERIALS USED IN CONJUNCTION WITH THE OWNERS SPECIAL EQU(� LS C� G� a C� GANG -SWITCH COVER PLATES SHALL BE ONE PIECE TYPE, QUANTITY OF SWITCHES L J LAYOUT USE OR FUNCTION. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE AS APPLICABLE AND AS REQUIRED. DEVICES AND COVER PLATES TO BE LEVITON, scale: ELECTRICAL INSTALLATION INCLUDING ALL WORK CUSTOMARILY WHITE. DEC ' $ RECD (23, PRE-ENGINEERED ROOF TRUSS SHOP DRAWINGS SIGNED & SEALED BY A PROINCLUDED IF NOT SPECIFICALLY CALLED OUT FOR. ENGINEER IN THE STATE OF FLORIDA SHALL BE SUBMITTED TO THE BUILDING Drawing Number: DEPARTMENT / PLANS EXAMINER (AUTHORITY HAVING JURISDICTION - AHJ) PRI RELEASING THE TRUSSES FOR FABRICATION. �� G0.2 PORTION OF EXISTING ROOF TO BE MODIFIED TO ACCOMMODATE NEW I - SEE ROOF PLAN & STRUCTURAL DF EXISTING BEAM TO REMAIN EXISTING ALUMINUM RAILING & POSTS TO BE DEMOLISHED (TYPICAL) EXISTING STAIR/GUARDRAIL/POSTS/HANDRAIL &�' CONIC. STOOP TO BE DEMOLISHED. i% EXISTING 4"x4" WOOD COLUMNS PATCH &REPAIR EXISTING AS REQUIRED. TO REMAIN (TYPICAL) EXISTING ROOF/BUILDING r 1 N.T.S. (NpRTH ELEVATION) ROOF PLAN DEMOLITION NOTES OPORTION OF EXISTING ROOF TO BE REMOVED OR MODIFIED TO ACCOMMODATE NEW ROOF STRUCTURE & CONFIGURATION. PROVIDE TEMPORARY SHORING -& WEATHER PROTECTION TO EXISTING BUILDING DURING THIS PORTION OF THE WORK - SEE ROOF PLAN & STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ( SEE P1 THIS SHEET) DEMOLITION ROOF PLAN LEGEND DENOTES EXISTING ROOF TO REMAIN DENOTES NEW ROOF TO BE MODIFIED FOR NEW WORK - SEE ROOF PLAN & STRUCTURAL DRAWINGS N r7 N I 0 N r " N L N O U O Q� 3 Z _g d O O Z O J O 2 W o 0 Q 0 Z Q D_ w J In O I N N N d 0 c c 0 o � / U 3 Al PARTIAL DEMOLITION R.�.� LAN 1!8 - 1 0 N FA FLOOR PLAN DEMOLITION NOTES OREMOVE PORTIONS OF EXISTING WALL, FLOOR & CEILING TO ACCOMMODATE NEW STRUCTURAL COLUMNS & FOUNDATIONS. -SEE STRUCTURAL DRAWINGS. PATCH & REPAIR TO MATCH ALL EXISTING CONDITIONS. OREMOVE EXISTING EXTERIOR STAIR, GUARDRAIL & HANDRAIL. ( SEE P2 THIS SHEET) OREMOVE EXISTING ALUMINUM RAILING BETWEEN WOOD POST. r16 EXISTING 4 x 4 WOOD POST TO R€MAIN: (SEE P2 THIS SHEET) 7 O >� �RTI Al v8° = 1�-a' ION FLOUR L EXISTING 4"x4" WOOD COLUMNS TO REMAIN (TYPICAL) EXISTING ALUMINUM RAILING & POSTS TO BE DEMOLISHED (TYPICAL) EXISTING STAIR/GUARDRAIL/POSTS/HANDRAIL & CONC. STOOP TO BE DEMOLISHED. PATCH & REPAIR EXISTING AS REQUIRED. 4 Ir H E M i n yid LP/per, GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD.' SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR001 1007 i Designer: Checked by: KPB/NWG WAH Jr, Technician: Project Number: EG 132140 { 0 Notes: iI a 1( THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIROD BY FIELD INSPECibRS THAT UAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. "cp MI (PEW&I F' EVIE'A �I P RA e 10/�� 4 f FILL COPY d REVISIONS i No. Ciesc;ipticn Dale sy Frcie�.i: Puma: F.,AIIANNAS PRESERVE I; ,�NE PARK EDUCATION C "ENTER"DM DDITIO�f,, PORT ST. LUCIE, FLORIDA PARTIAL DEMOLITION FLOOR & ROOF PLAN FAA A.I.P. FEBRUARY 2014 Number: AD1.0 N I 0 N n N a) .n O U 0 3 z a tr O 0 Q O z Q 6 �i 'U 0 D_ I a� L m 0- w 0 c c 0 0 (n N U General Notes (typ. all sheets) THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF AN ARCHITECTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL SYSTEM. AS SCOPE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL OF THE WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. a 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE KNOWLEDGEABLE OF ALL CONDITIONS THEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK, 2. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES OR ORDINANCES. 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE. 4. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 5. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR BRACING @ \ !ONT�CTOP O. MAX. RUNNER � CEILING -SEE RCP. ATTACH I z_ TO STEEL FRAMING ABOVE L` 6" METAL w STUDS @ 16" O.C. — 5/8" GYPSUM BOARD METALRUNNER- ATTACH TO FLOOR @ 12" O.C. TYP� = BASE & FLOOR PER ROOM FIN. SCHEDULE z G.C. TO PROVIDE M.R. BOARD IN L ALL WET AREAS 6" ACOUSTICAL BATT INSULATION (FULL n HEIGHT) CONTINUOUS ACOUSTICAL SEALANT (BOTH SIDES) TYPICAL INTERIOR PARTITION W/ACCOUSTICAL INSULATION 1" = 1'-0" STRUCTURE ABOVE ATTACH TOP OF PARTITION FRAMING W/ CONT. SOLID METAL STUD RUNNER TO BOTTOM OF METAL \ TRUSSES ADD SOLID METAL STUD BLOCKING/DRAFTSTOP @ CEILING METAL ANGLE - . a CEILING -SEE RCP. ATTACH Z TO STEEL FRAMING ABOVE L - 6" METAL W STUDS @ 16" O.C. LO 5/8" GYPSUM BOARD I- METAL RUNNER- ATTACH o TO FLOOR @ 12" O.C. TYP. = BASE & FLOOR PER rN1 ROOM FIN. SCHEDULE z J W U rA BRACING @ 48" O.C. MAX. (10' MAX UNBRACED ° STUD LENGTH) ' CEILING -SEE RCP. ATTACH ' TO STRUCTURE ABOVE ' 6" ACOUSTICAL BATT INSULATION (FULL I HEIGHT) I WALL BASE AS SCHEDULED l CONTINUOUS -ACOUSTICAL SEALANT ' '(BOTH SIDES) G.C. TO PROVIDE M.R. BOARD IN ALL WET AREAS TYPICAL PARTITION W/ACCOUSTICAL INSULATION 1" = 1'-0" SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED. 6. IF AT ANY TIME AN ERROR IS FOUND WITHIN THESE DOCUMENTS PRIOR TO OR DURING CONSTRUCTION THAT MAY BE CRITICAL TO THE INTEGRITY OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY TO RESOLVE THE ERROR PRIOR TO PROCEEDING WITH THE AFFECTED WORK. 7. THE COORDINATION OF ALL MATERIALS, LABOR AND THE SUB CONTRACTORS WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL BUILDING OFFICIALS AND INSPECTORS FOR PERMITS AND INSPECTIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING ALL WORK DURING CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE WITH APPLICABLE CODES. 10. ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND SUGGESTED INSTRUCTIONS. 11. ALL WORK SHALL BE IN ACCORDANCE WITH THE QUALITY STANDARDS OF THE TRADE AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND MANUFACTURERS RECOMMENDATIONS 12. ITEMS NOTED AS "N.I.C" (NOT IN CONTRACT); "BY OWNER" OR EXISTING" SHALL NOT BE INCLUDED IN THE CONTRACT. HOWEVER, PROVISIONS A� FLOOR PLAN 1/8 - 1 0 SHALL BE MADE BY RESPECTIVE TRADES TO ALLOW THE INSTALLATION OF ITEMS NOTED. ALL FINISHES OF FLOORS, BASES, WAINSCOTS, WALLS AND CEILINGS BEHIND, UNDER AND/ OR OVER THESE ITEMS SHALL BE INCLUDED IN THE GENERAL CONTRACT UNLESS NOTED OTHERWISE (U.N.O.) 13. THE JOB SITE SHALL BE KEPT"BROOM CLEAN" AND FREE OF EXCESSIVE DEBRIS. ALL REFUSE CREATED IN THE EXECUTION OF THE CONTRACT FOR CONSTRUCTION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TRANSPORT TRASH, RUBBISH AND DEBRIS FROM THE SITE AND DISPOSE OF LEGALLY. THE MANNER OF THE REMOVAL SHALL BE CONFIRMED WITH AN OWNERS REPRESENTATIVE AND SHALL MEET CITY, COUNTY AND STATE REGULATIONS. 14. DIMENSIONS ARE NOMINAL AND ARE TAKEN FROM FACE OF BLOCK WALL, CENTERLINE OF COLUMN AND FACE OF STUD U.N.O. 15. ALL FIRE AND / OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES WITH LETTERS A MINIMUM OF 2 INCHES HIGH ON A CONTRASTING BACKGROUND SPACED A MAXIMUM OF 12 FEET ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER. THE HOURLY RATING SHALL BE INCLUDED ON ALL RATED BARRIERS OR WALLS. SUGGESTED WORDING "(_) - HOUR RATED FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS". 16. THE CONTRACTOR SHALL COORDINATE ALL LIGHTING LOCATIONS WITH THE DUCTWORK AND SPRINKLER LAYOUT. ANY VARIATIONS WITH LAYOUT OR CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITFCT PRIOR Tr) INSTAI I.ATInN 7p THE LPA GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: KPB/NWG WAH Jr. Technician: Project Numbpr: t' EG 132140 nit ; III n Plan Notes A RECESSED MOTORIZED PROJECTION SCREEN OBASE & WALL CABINETS (SEE INTERIOR ELEVATIONS A5.1) OACCORDIAN DOOR - BASIS OF DESIGN: MODERNFOLD tr; SOUNDMASTER 8 SERIES" (OR APPROVED EQUAL) OCOUNTERTOP & CABINETS (SEE INTERIOR ELEVATIONS A5.1) THESE PLANS AND ALL PROPOSED WORK O WOOD POST (SEE STRUCTURAL DWG'S.) ARE SUBJECT TO ANY COPAECTIONS REQUIRID BY PIELD fNSPIC MDRS THAT FO FIRE EXTINGUISHER SIGN UAY BE NECE96ARY IN ORCER TO O RECESSED FIRE EXTINGUISHER & CABINET COMPLY WITH ALL APPLICABLE CODES, r I; O WALL MOUNTED FIRE EXTINGUISHER @I OPLASTIC LUMBER DECK (MATCH EXISTING BUILDING) k I ALUMINUM RAILING AND POST C -I '?. ? t I D ONEW WOOD COLUMN (SEE STRUCTURAL DRAWINGS) ONEW WOOD POST (SEE STRUCTURAL DRAWINGS) PATCH & REPAIR EXISTING WALL & FLOOR FINISHES TO MATCH SAME. v Typical Plan Notes OSEE SHEET A1.Dti FOR DOOR AND FRAME TYPES � A 1 d , J OSEE SHEET A1.02 FOR LOUVER TYPES Ij SEE SHEETS A1.02 FOR REFLECTED CEILING PLAN e .` 2014' OSEE SHEETS A1.02 FOR MORE INFORMATION RELATED TO EQUIPMENT, FURNISHINGS & FINISHES fi i Drawing Conventions PROPERTY LINE j CENTER LINE _ _... _.._.. REVISU S MATCH LINE I ,o. DescnW;on xxoaxxSL ;- FINISH ELEVATION TAG DIRECTION OF SLOPE I FEC-TYPE ------ -- FIRE EXTINGUISHER — - - I IN CABINET -- -- -- - --- FE-TYPE NOMINAL DIMENSION TO FIRE EXTINGUISHER ROUGH FACE OF MATERIAL Project Name WALL MOUNT [Ji 57d OMINALDIMENSIO �'TATE F a L; ( ED CAS: l HI-LOW-ADA ELECTRIC FINISH FACE OF MATERIAL 4 WATER COOLER CENTE®R AID ITION Drawing References ROOM LOUVER TYPE PORT ST. LUCIE, FLORIDA NAME A SEE LOUVER Drawing Name: ROOM CORRIDOR O SCHEDULE I NUMBER 1OO LOUVER IDENTIFICATION ROOM IDENTIFICATION DIRECTION-� FLOOR PLAN EI DOOR SECTION NUMBER 105.1 NUMBER DOOR IDENTIFICATION SHEET NUMBER IJ NUMBER SECTIONS FAA A.I.P. PROJECT NUMBER: AREA OF DETAIL ' Ef,! lily FP OF RECCR') DETAIL ". NUMBER 1 SHEET A1.1 Date: NUMBER FEBRUARY 2014 WALL IDENTIFICATION DETAILS Scale: : ? Drawing Number. A1.1 IN MP5-A FIRE EQ. EQ. NOT TO EXCEED 12" MAX. FIRE ALARM TELEVISION HORNISTROBE OUTLET RECEPTACLE EXIT m oa ABOVE COUNTER TELEVISION II L<60"V I POWER RECEPTACLE OUTLET(1-GANG) 4=@$ RD I I II - SUPPORT METAL STUDS 0 0:I I VA II TO STRUCTURE ABOVE ILL F O LIGHT SWITCHI DIMMER CD S, S31 S4D ch FIRE ALARM PULL STATION FIRE EXTINGUISHER CABINETS SHALL BE EQUAL TO LARSEN THERMOSTATO "ARCHITECTURAL" SERIES MODEL NO. SSO-2409, FULLY RECESSED, POWER RECEPTACLE SOLID DOOR STYLE, BLACK TYPE "A" LETTERS - SEE PLAN FOR LOCATIONS AFIRE EXT. CAB. DETAIL A ELECT[ 3/4" = 1'-0" CT TO SCALI ABOVE COUNTER 6, TELEPHONE/ DATA OUTLET CAMERA JACK " WALL MOUNTED 1© CALL STATION TELEPHONEI DATA OUTLET a MOUNTING HEIGHTS PLUMBING FIXTURE COUNT MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (F.B.C. PLUMBING TABLE 403.1) Totals EXIST.'B' PLUMBING COUNT: Req'd EXIST.'U' PLUMBING COUNT: Req'd NEW'B' PLUMBING: COUNT Req'd Reg'd Provided WATER CLOSETS (5 for 50, A for 50>) 2 + WATER CLOSETS (1 PER 100) 1 + WATER CLOSETS (zs for 50, w for 50>) 2 = 5 = g LAVATORIES (,j for 80, eo for 80>) 2. + LAVATORIES (1 PER 100) 1 LAVATORIES (4 for 80, j6for 80>) 2 = 5 = 6 DRINKING FOUNTAIN (1 PER 100) 1 + DRINKING FOUNTAIN (1 PER 1000) 1 = 2 = 2 SERVICE SINK (1 REQ'D) 1 = 1 = 1 LIFE SAFETY & CODE SUMMARY SAVANNAS PRESERVE EDUCATION CENTER 2541 SE WALTON ROAD, PORT ST. LUCIE FLORIDA CODE STANDARDS 2010 F.B.C.:- BUILDING 2010 FIRE PREVENTION CODE Al 2010 F.B.C. - EXISTING BUILDING NFPA 101 LIFE SAFETY CODE 2010 F.B.C. - PLUMBING NFPA 70 NATIONAL ELECTRICAL CODE 2010 F.B.C. -. MECHANICAL NFPA 72 NATIONAL. FIRE ALARM CODE 2010 F.B.C. -ACCESSIBILITY (2012 ADA) CODE REQUIREMENTS CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION USE GROUPS SECTION 304 & SECTION 312 USE GROUP B (BUSINESS) EXIST MEW B CIVIC ADMINISTRATION (OCCUPANCY LESS. THAN 50 PER AREA) EXIST.'U'- ACCESSORY .(ELECTRICAUMECHANICAL/JANITOR ROOMS) CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS: HEIGHT.&AREA LIMITATIONS: (TABLE 503) CONSTRUCTION TYPE VB, UNSPRINKLERED ALLOWED: 2 STORY MAX. / 9,000 S.F. PER MAX, PROVIDED: 1STORY Al ITORSCENTER)- 4,179.8S.F. NEW DECK EXTENSION) - 1,026.7S.F. INTERIOR)- 3,048.9 S.F. ow PERIMETERDECK&RAMP)- 2,294.3:S.F. 10,548.7 S.F. SECTION 508MIXED USE AND OCCUPANCY: 508.2 ACCESSORY OCCUPANCIES 508.2.1 AREA. LIMITATIONS. - AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES IN TABLE 503, WITHOUT BUILDING AREA INCREASES IN ACCORDANCE WITH SECTION 506 FOR SUCH ACCESSORY OCCUPANCIES. CHAPTER 6 - TYPES OF CONSTRUCTION SECTION 601 GENERAL: FIRE RESISTANCE RATINGS REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) TYPE VB CONSTRUCTION, 1 FLOOR & 1 ROOF ONLY; COLUMNS, GIRDERS & TRUSSES: -0 HOUR FIRE RATED FLOOR CONSTRUCTION: 0 HOUR FIRE RATED ROOF: 0 HOUR FIRE RATED FIRE RESISTANCE RATINGS REQUIREMENTS FOR EXTERIOR WALLS BASED .ON FIRE SEPARATION. (TABLE 602) FIRE DISTANCE = X OCCUPANCY (feet) TYPE OF CONSTRUCTION B 10 LESS THAN OR EQUAL TO 20 TYPE VB ' 0 CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES SECTION717 CONCEALED SPACES:: 717.4 DRAFTSTOPPING IN ATTICS 717.4:3OTHER GROUPS (B)- DRAFT STOPPING SHALL BE INSTALLED iN ATTICS & CONCEALED ROOF SPACES SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3,000 S.F. CHAPTER 8 - INTERIOR FINISHES SECTION 803 WALL AND CEILING FINISHES: 803.1GENERAL.` 803.9 INTERIOR FINISH REQUIREMENTS BASED ON GROUP INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (TABLE 803.9) NON-SPRINKLERED EXIT ENCLOSURES & ROOMS & GROUP EXIT PASSAGEWAYS CORRIDORS ENCLOSED SPACES _B- A B C SECTION 804 INTERIOR FLOOR FINISH: 804.4 INTERIOR FLOOR FINISH REQUIREMENTS 804.4.1 MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II IN. GROUPS B,. 1N ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH THE DOCFF-1 "PILL TEST" (CPSC 16 CFR, PART 1630). - CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 906 PORTABLE FIRE EXTINGUISHERS: FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS (TABLE 906.3(1)1 LIGHT (Low) HAZARD OCCUPANCY Minimum Rated Single A Extinguisher 2 Maximum Floor Area 3,000 square Per Unit of A feet Maximum Floor Area for 11,250 Extinguisher square feet Maximum Travel Distance to Extinguisher 75 feet For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929m2, 1 gallon _ 3.785 L. a. Two 2112-gallon water -type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. Annex E.3.3 of NFPA 10 provides more details concerning application of the maximum floor area criteria. c. Two water -type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupancies CHAPTER 10 - MEANS OF EGRESS SECTION 1003 GENERAL MEANS OF EGRESS: 1003.1 APPLICABILITY THE GENERAL REQUIREMENTS SPECIFIED IN SECTIONS 1003 THROUGH 1013 SHALL APPLY TO ALL THREE ELEMENTS OF THE MEANS OF EGRESS SYSTEM, IN ADDITION TO THOSE SPECIFIC REQUIREMENTS FOR THE EXIT ACCESS, THE EXIT AND THE EXIT DISCHARGE DETAILED ELSEWHERE IN THIS CHAPTER. 1003.2 CEILING HEIGHT THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7FEET 6 INCHES (2286 MM).' 1003.3 PROTRUDING OBJECTS PROTRUDING OBJECTS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 1003.3.1 THROUGH 1003.3.4. 1003.4 FLOOR SURFACE. WALKING. SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP -RESISTANT SURFACE AND BE SECURELY ATTACHED. 1003.5 ELEVATION CHANGE. (( )) EGRESS, SS, SLOPRE ED SUIN RFACES ELEVATION USED• WHERE T))H,E SLOPENIS GREATER THAN ONE UNIT SHALL BE USED WHERETHEDNFFEIRENCE IIN ELEVATIION IS 6 NCHES (MPS P152I M1WOR LESS THEON R010 AMP SHALL BE EQUIPPED WITH EITHER HANDRAILS OR FLOOR FINISH MATERIALS THAT CONTRAST WITH ADJACENT FLOOR FINISH MATERIALS. SECTION 1004 OCCUPANT LOAD: FLOOR AREA ALLOWANCES(TABLE 1004.1.1) USE GROUPS' = 100 S.F. GROSS PER OCC USEGROUP'U' = 300 S.F. GROSS PER OCC EXITS PROVIDED OCCUPANCY CALCULATIONS (TABLE 1004.1.1) REQ'D* EXITS— EXI CAPACITY USE GROUP EXIST.'B' =. 35 OCCUPANTS 1 2 720 USE GROUP EXIST.'U' = 3 OCCUPANTS 1 1 180 (EXIT DIRECTLY TO EXTERIOR) TOTAL EXIST. AREA = 38 OCCUPANTS 1 3 900 USE GROUP NEW 'B' = 31 OCCUPANTS 1 2 540 SECTION1005 EGRESS WIDTH: 1005.1 MINIMUM REQUIRED EGRESS WIDTH - TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY 0.3 INCH (7.62 MM) PER OCCUPANT FOR STAIRWAYS AND BY 0.2 INCH.(5.08 MM) PER OCCUPANT - THE WIDTH SHALL NOT BE LESS THAN SPECIFIED ELSEWHERE IN THIS CODE. MULTIPLE MEANS OF EGRESS SHALL BE SIZED SUCH THAT THE LOSS OF ANYONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY. -THE MAXIMUM CAPACITY REQUIRED FROM ANY STORY OF A BUILDING SHALL BE MAINTAINED TO THE TERMINATION OF THE MEANS OF EGRESS. MAIN EGRESS REQUIREMENTS COMMON PATH OF TRAVEL: 75' MAX (PER NFPA & FBC 1014.3) * MIN. NUMBER OF EXITS: 1 PER AREA (LESS THAN 50 OCC. PER NFPA & FBC TABLE 1015.1) EXIT ACCESS. TRAVEL DISTANCE: 200' TRAVEL DISTANCE (NFPA 101, 38.2.6 & FBC TABLE 1016.1) DEAD END CORRIDORS: MAX. DEAD END - 20'(NFPA & FBC 1018.4). '.. T ®� J �++ h 4I A uu GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: KPB/NWG WAH Jr. Technician: Project umber;, EG 132140 Notes: ITI 17 A 10 THESE PLANS AND ALL PROPOSED wUk ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSPEC709S THAT f AY BE NECESSARY IN GIRDER TO COMPLY WITH ALL APPLICABLE CODES, E FIR MIT S, `"° P ( I, _ T REVISIONS No. Description Date By q \ I BLDG. CODE / FM UPDATES 10/24/14 NWIG project Name: AN H-C � ` S"Fik` E PAI RK EDUCATK.-.4 CENTER ADDITION PORT ST. LUCIE, FLORIDA LIFE SAFETY PLAN OF RECORD uare: FEBRUARY 2014 Scale: Drawing Number: A1.2 METAL ROOFING SYSTEM METAL ROOFING SYSTEM DROPPED TRUSS MTL. HURRICANE CLIP @ 1 LAYER 30 LB. FELT METAL LOUVER EA. RAFTER 5/8" CDX PLYWOOD W/ METAL FLASHING PLYWOOD CLIPS METAL HEADWALL TRANS. FLASHING BEARING PLATE 2x's W/ PLYWOOD SPACER EAVE TRIM W/ METAL EA 10-4 SHIM DRIP EDGE PRESSURE TREATED MTL. ROOFING SYSTEM 1x2 TRIM 1 LAYER 30LB. FELT ALUM. GUTTER (PROFILE 5/8" CDX PLYWOOD TO MATCH EXISTING) W/ PLYWOOD CLIPS PRESSURE TREATED 2x- 2x RAFTER ' #1 GRADE WOOD FASCIA BEAD BOARD SHIM HURRICANE CLIP HARDIPLANK SIDING CONT. 2" ALUM. VENT. (SEE STRUCT. DWGS.) PLYWOOD SHEATH. & VAPOR BARRIER EXT. GRADE BEAD BOARD 2x'WOOD TRIM 2x WOOD JOISTS @ 16" O.C. 2,_ BEAD BOARD -- 1x2 WOOD TRIM FACE OF WALL (BEYOND) 1x2 WOOD TRIM BEAD BOARD CENTERLINE OF WALL/ COL. ROOF DETAIL ROOF DETAIL ROOF DETA A6 1 1 /2" = 1'-0', A5 1 1 /2" = V-0" A4 SLIP JOINT CLEAT FASTENED INTO EACH CLOSURE SLIDING HOOK CLIP METAL ROOF VAPOR BARRIER ROOF SHEATHING ROOF TRUSS BRIDGE DETAIL 1 1 /9" = 1'-0" NEW 6" ALUMINUM GUTTER METAL SAVE TRIM \'FRAMED CRICKET LEGEND r; SLOPE DN_ 6 DOWNSPOUT ROUTED TO 3:12 COL. &GRADE METAL HEADWALL DENOTES EXISTING ROOF m TRANSITION w, ' 8'L. HORIZ. & VERT. SECTION �.• , OF ALUM. GUTTER METAL GABLE rq DENOTES NEW ROOF ° CLOSER METAL HIP CAP TYP. o — METAL EAVE TRIM ° 1 TYP. !n X11,1111 R PLAN A� 1OF 1/8 j 3 , CONTINUOUS STEEL 1�A% ANGLE/ BENT PLATE A. - SEE STRUCT. DWGS. _. LOW PITCH CLOSURE WITH FOAM INSERTI" gym �\ CAP WITH 6" WIDE OUTSIDE T COVER PLATES - FASTEN RIDGE a, AND HIP TO EACH CLOSURE BETWEEN PANEL RIBS TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. IETAL ROOF SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 :AVE CLOSURE FLORIDA COA # AA-0003054 iALVANIZED FASTENERS WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 20" O.C. - TYPICAL Designer: ` " ecce ,* r kNCHOR CLIPS AT 20" O.C. KP,/NI1/VG 1NAH Jr. 1AX. ;0# FELT UNDERLAYMENT Technician: Project Number: EG 132140 'HEATHING AND/ OR Notes: VSULATION BOARD 4 �JI ;ONTIN000S BEAD )F CAULK BETWEEN /ALLEY FLASHING \ND FELT UNDERLAYMENT I ZOOF TRUSS THESE PUNS AND At I PROPOS i EXISTING 4" ALUMINUM DOWNSPOUT 312N` METAL EAVE TRIM tiE u', TYP. METAL GABLE CLOSER METAL RIDGE CAP METAL ELBOW TRANSITION METAL HIP CAP TYP. of Plan General Notes 1. Architectural sheet metal systems and component clairifications shall be made in accordance with SMACNA Architectural Sheet Metal Manual, 6th edition. 2. See Structural Drawings for uplift forces 3. See Plumbing, Mechanical and Electrical drawings for more information. Coordinate all penetration requirements with plumbing, Mechanical, Electrical and Structural drawings. 4. Roof ladders shall be designed to meet the criteria of OSHA/ ANSI 14.3 standards. 5. See Mechanical and Structural drawings for additional seismic and vibration isolation requirements for roof mounted equipment and curbs. ARE SUBJECT TO ANY COPA ru CTIONSRr, REQUIRIM BY PIELD INSPEC709S THAT UAY BE NECESSARY IN ORDER TO ,a E VI �` E IAI' (JD DAR, T ES n� 4/ '1-1 d F LF CUPid REVISIONS No. Description Date By BLDG. CODE / FM UPDATES 10/24/14 NWG Project Name: ETA Ft . ,�� ', °NON n � , ww E: a P - 1 CENTER ADDITIUM f, PORT ST. LUCIE, FLORIDA iName: it ROOF PLAN i a FAA A.I.P. PROJECT NUMBER: I NGINEER OF RECORD FEBRUARY 2014 Drawing Number: A1.3 04 oI 04 0 0 _0 z CD z :3 Li I-- 0 W _J 0 z Cf) -If 0 a_ rn Ii 0 0 ROOM FINISH SCHEDULE WALLS FLOOR BASE WAINSCOT CEILING RM. ROOM NAME NORTH EAST SOUTN WEST NOTES NO. MAT'L FIN. MAT'L MT. FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MAT'L FIN. MGT. 002 RAMP PRE-ENGINEERED WOOD (MATCH EXIST.) 100 LEARNING CENTER WOOD VCT VCT GWB PTO. GWB PTD. GWB PTD. GWB PT VARIES - 101 LAB WOOD VCT VCT GWB PTD. GWB PTD. GWB PTD. GWB PR VARIES - 102 OFFICE/AV WOOD VCT VCT GWB PTD. GWB PTD. GWB PTD. GWB PTD. ACT T-o" - 1 ENGINEERED WOOD FLOOR: ROBBINS MALIBU 11 PLANK (OR ARCHITECT APPROVED EQUAL), CONIC. - CONCRETE 3/8"0" OAK, FOREVER 11 FINISH. COLOR TO BE SELECTED BY ARCHITECT/OWNER: C.T. CERAMIC TILE 2. VCT: COMMERCIAL GRADE. COLOR TO BE SELECTED BY OWNER. GWB GYP. WALL BID. 3. WINDOW & DOOR TRIM: #1 CLEAR GRADE WOOD TRIM (SEE DETAILS FOR SHAPES) WITH CMU CONCRETE MASONRY UNITS CLEAR STAIN. VCT VINYL COMPOSITE TILE 4. BEAD BOARD: GEORGIA-PACIFIC PLYBEAD CLASSIC, PAINTED. A.C.T. - ACOUSTIC CEILING 5. LAY -IN CEILING A: ARMSTRONG 770 CORTEGA 2'x2' SQUARE EDGE WITH PRELUDE 15/16" PANELS & GRID EXPOSED TEE GRID. WHITE. CPT - CARPET 6. PLASTIC LAMINATE: COLOR TO BE SELECTED BY OWNER. PREMIUM GRADE. PTO - PAINTED 7. VINLY BASE: MERCER, 4", COLOR TO BE SELECTED BY ARCHITECT/OWNER. 8. SUSPENDED GYPSUM BOARD CEILING SYSTEM. 9. METAL ROOF: COLOR TO BE SELECTED BY OWNER/ARCHITECT. 10. ALUMINUM LOUVER COLOR TO BE SELECTED BY OWNER/ARCHITECT. NEW ADDITION EXISTING BUILDING MOTORIZED ROLL DOWN —\ PROJECTION SCREEN GYPSUM BOARD BULKHEAD & CEILING SUSPENDED ACCORDIAN DOOR LEGEND SA DIFFUSER BEAD BOARD SEE MECHANICAL 7 RA DIFFUSER SEE MECHANICAL 2X2 LAY -IN L Li WALL MOUNTED LIGHT FIXTURE SEE ELECTRICAL GYPSUM BOARD EMERGENCY LIGHT ELECTRICAL BACK UP. SEE ELECTRICAL 2x4 LIGHT FIXTURE EXIT LIGHT SEE ELECTRICAL SEE ELECTRICAL 7T_ - 0 SUSPENDED LIGHT FIXTURE SEE ELECTRICAL ROUND EXPOSED HVAC DUCT SEE MECHANICAL lllmlmmm;Lm�l Ao NEW ADDITION REFLECTED CEILING PLAIIN41 EXISTING BUILDING THE IL LPA GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 'FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR001 1007 Designer: Checked by: KPB/NWG WAH Jr. Technician: Project Number: EG 132440r\ Notes: 10. 3Mt,4 THESE PLANS AND ALL PnOPOSEDi ARE SUBJECT TO ANY COMECTiC' REQUIRED BY FIELD NSpfiCTURS L. LWIY BE NECESSARY IN 011 r71-111- I F ,1- L F E F F E6 fr, 1 & 14/2014) (J z 0 _J 5 ED (D z REVISIONS fn No. Description Date By x LIJ FT z 0 I � �_ Project Name: SAVAJ ',,' AS PRE_, STATE PARK EDUCATW)N z 1"PENTEPADDITIC)Pa,� PORT ST. LUCIE, FLORIDA Drawing Name: REFLECTED CEILING PLAN, & ROOM FINISH SCHEDULE FAA A.I.P. PROJECT NUMBER: ENGINEER OF RECORD Date: FEBRUARY 2014 Scale: Drawing Number: u7 0 I N 0 a� U N 0 3 v N J_ Q F- w 0 0 0 z D' 0 0 0 U0 Q to CD z_ <t Of 0 u / ,U J `o a - I L N y I rn 0 c c 0 to U) W N U ..cam,.. r-..w. ...-.. Rom..,— ,..�. ,:rz�,�.^.—„.„^at°s�;�..,^. rwarmsrs,�s..:.�w:.a: .- ms: .,xar�c,:r-�mr.,s ,...:.x ., �raxFx,ea..sv •-�ramea.�R.,�rs,uxi,.. e.v. .. ..,.-.rnx.,. r 2x4 JOISTS WALL TYPE B DOOR SCHEDULE 24"o.c. SCHEDULED CEILING DOOR FRAME HDW IING ;: / TYPE SIZE THKNS. MAT'L TYPE BEAD BNO. HEAD JAMB SILL MAT'L LABEL SET REMARKS' OARD � _ tl J 11/16" QUARTER WINDOW ROUND 100.1 D1 PR T-O" x T-O" 1 3/4 SC F1 WD PER SCHEDULE K 1x2 WOOD CENTER OF MULLION _ _' . r TRIM tx4 x4 100.2 D1 PR 3 0 x 7 0 1 3/4 SC F1 WD WOOD CASING CENTER OF TRIM WOOD CASING - „ a PLYWOOD ; 7, 2„ A.F.F. "!,,- 102.1 D2 PR 3 0 x 7 0 1 3/4 SC F2 WD - - WOOD STUDS #1 GRADE 2x4 102.2 D3 T-O" x T-O" 1 3/4" SC F3 WD VAPOR BARRIER \ 1 W/ PLYWOOD O 5/4„ x 4„ SPACER _ WOOD TRIM WINDOW SEALANT PER SCHEDI LE T` WINDOW 1 15/1 7 rE r PER SCHEDULE EXTENSION JAMB, z«E 3/4„ LP A',, k F. 3'-0 3'-0" 3 0„ 3, 0„ 3'_0" GROUP e f f TRANSPORTATION CONSULTANTS IWINDOW HEAD @ ENTRANCE TRIM @ WONDOW MULLION tt 2000 PALM BEACH LAKES BLVD. SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 0 0 o WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 i WALL TYPE B -- SCHEDULED CEILING _ SEALANT EXTERIOR J Designer: Checked by: WINDOW 5 4" x 4„ ` l` KPB/NWG', WAH Jr. -= SEE SCHEDULE WOOD TRIM 11/16" QUARTER �! ADD. ALT. 1 SHOWN Technician: Project Number: SEALANT WOOD 2x4 ROUND 5/4" x 5" I / '\ BEAD BD. OVER _ EG 132140 CENTER OF TRIM - z4 WOOD TRIM y 5/8" GYP. BD. 3/4" PLYWOOD 1x4 WOOD CASING f W l STANDARD SIZE, Notes: SHEATHING WOOD 'CASING T'-2" A.EF. ;;� SEALANT D1 GLAZED OPENING © D3 - INTERIOR IMPACT RESISTANT GLASS BLOCKING --_ VAPOR BARRIER ; WOOD HEADER VINYL CLAD 5 4' x 5„ o SPACER PLYWOOD DOOR /^ SEALANT WOOD TRIM ��� SEALANT POR SOD E / \ i 1x4 ROUTED E: DOOR TYPES WOOD CASING WINDOW - 1 15/1 (ADD: ALT. 1 ONLY) SCALE 1 4 = 1 -0m _.. ---- t A. ., M - . PER SCHEDULE = EXTENSION JAMB 0 1x5 ROUTED 3/4" WOOD CASING (ADD. ALT. 1 ONLY) THESE PLANS AND ALL PROPOSED WORK ..rn F 1 C 3 ARE SUBJECT TO ANY CORRECTIONS WINDOW HEAD °� TRIM @ D 0 0 R WINDOW MULL . C 0 R N E R TRIM 6'-8 nD2 REOUIR� BY PIELD Ii,tSP6CTCPfS THAT - 1 -0 SCALE: 3 - L� SCALE: 3 = 1 -0 L - 1 -0 SCALE: 3 - " 4 " D2 I', 5'-8" GiAY BE NECPSBA Y IN 014liER TO COMPLY WITH ALL APPLI GABLE CODES. 2' -loll 2'-10" C3 SEALANT INTERIOR - 1x4 ROUTED W5 5 4„ 3, 0„ 4„ (ADDWOO. ALT.CASING ONLY) O D 1 v \; ADD. ALT.- 1 SHOWN 1x4 1z5 ROUTED BEAD BD. OVER SEALANT \?K \ „ WOOD CASING j -, t WOOD CASING FLASHING F 11/16 QUARTER {ADD. ALT. 1 ONLY) 5/8 GYP. BD. E2 B3 Imo" 'F (j ROUND SEALANT Q 1� `, kj I S ET EXTERIOR VAPOR BARRIER x4� WOOD CASING VAPOR BARRIER WOOD STUD i i ��� -. I SEALANT BZ CZ8- WOOD['0 F. 0 V F.5/4„x4„ WOOD STUDS J ��/ _ 5 4' x 4" D TRIM�� 5 4 x,-, W/ PLYWOOD OOD TRIM WOOD TRIM 8 SEALANT DOOR /7 �� t � 5/ 4 x 5 WINDOW - 5/1 PER SCHEDULE WOOD TRIM F1 F© F3 ' PER SCHEDULE _ EXTENSION JAMP - -- t 3/4„ATE-~ i URD TYP. WINDOW JAMB �j EXTERIOR DOOR HEAD CORNER TRIM FRAME TYPES F xsna srsmm- ,w SCALE: 3 2 7/8" - -0 SCALE: 3 = 1 -0 SCALE 1 4 = 1 -0?"'J - 1 -O ;ALL: 3 - 1 ._ 11 0/24/ eye 0: 7r Yr WINDOW - PER SCHEDULE REINFORCING PER ALL DIMENSIONS =ROUGH OPENING / 11 16" QUARTER WINDOW MFGR'S WOOD SILL SEALANT / E1 PO5 MODEL NUMBERS `= ANDERSEN SEALANT SEALANT ROUND RECOMMENDATIONS E1 SHIM x4 6'-1'' 3'-0 1/2" 2'8" 5 4' x 4„ / 1x4 WOOD CASING WOOD TRIM ! \/ 1 x4 / WOOD CASING WOOD STUDS WOOD FLASHING WOOD STUDS SING SA�ORxBRRIER W/ PLYWOOD SPACER D 1 REVISIONS y� WOOD TRIM WOOD STUD No. Description Date By VAPOR BARRIER '" \ DOOR ^ PER SCHEDULE rn FZ D1 Q F2 rn F2 © BLDG.CODE/FM UPDATES 10/24/2014 NWG PER SCHEDULE / — 3'-0" 2' 10" 8 ' WALL TYPE B D 1 PERMIT UPDATE 12/04I2014 NWG TYP. WINDOW SILL TYP. EXTERDOR DOOR JAMB TYP. INT. DC ;"' F SCALE: 3 = 1 -0 SCALE: 3 = 1 -0 SCALE: 3 m. AN31 OVER AN31 OVER AN21 VER CXW16 STAT-2 CXW16 STAT C16 STAT HEAD = C 1 HEAD = C 1 HEAD = C 1 HEAD HEAD = Project Name: 1/4" 4 1/2' 8'-11" A.F.F. 8'-11" A.F. 8'-11"A.F.F. 8'-11" A.F.F. 8'-11" A.F.F. BLOCKING W1 W2 W3 W4 W5 M l O O O O O SAVANNAS PRESERVE _ % SEALANT WOOD CASING �- STATE PARK EDUCATION,' 1 _ l PER DOOR VAPOR BARRIER ` ` ` /7 " WOOD CASING k -WOOD STUD x4 CENTER ADDITION � BLOCKING DOOR ITT_ WINDOW ELEVATIONS PORT ST. LUCIE, FLORIDA E WOOD STUD E �- _....., PER SCHEDUL o o , SCALE 1 4 = 1 -0 _._ CWOOD LAD IN Drawing Name: SEE SCHEDULE - A A L VENTNOTE: TWO LAYERS OF15# 9 SCHEDULED FLOOR CLAD MATCH DOOR LOUVER SECURED TO FELT ON THE 5/8"`EXTERIOR FINISH SEALANT WINDOWS TPER SCHEDULE STRUCTURAL FRAMING; WITH GRADE PLYWOOD AND 6'-0" 6'- " ALUMINUM CLOSURE PANEL STAINLESS STEEL DOOR AND WINDOW p (PAINTED BLACK) ON FELT & FASTENERS USED TO ADA COMPLIANT /� A EXTERIOR GRADE PLYWOOD SECURE THE ALUMINUM SCHEDULES & DETAILS 1� ALUMINUM THRESHOLD ENTRANCE DOOR JAMB �. TYP. INT. DOOR JAMB T&G PLYWOOD B 2 Aa.0 SHEATHING. (SEE STRUCT. SCALE 1 4- _ 1 -0 .SCALE 1 4 = 1 0 � CLOSURE PANEL SHALL t PLASTIC LUMBER a. BEAD BOARD DWGS. FOR ADDITIONAL INCLUDE A NEOPRENE I 5/8" GYPSUM (ADD ALT. 1 ONLY) - PERIMETER FRAMING & WASHER & SILICONE BOARD SCHEDULED WALL STRUCTURAL INFO.) SEALANT CAP, AND FAAA.LP. PROJECT NUMBER 11 16" QUARTER FINISH ROUND i -__-� ---^-. - - -::: -�- ^ SPACED AT 24 INCHES Q.C. ENGINEER OF RECORD 11/16° QUARTER /hG\\ ROUND --- t 2 6 EACH WAY 1 x 6 ... r CENTER OF TRIM 1x4 WOOD WOOD BASE -- Date: 7'-2" A.F.F. CHAIR RAIL _. _. HOLD BASE OFF REF NOTE #8 SHEET GO.2 FEBRUARY 2014 C PLYWOOD FLOORING ..._ _..:_ <.. ..... - -- ... -.:. - FOR FBC PRODUCT J FOR FLOOR FINISH coLl O Scale � APPROVAL SUBMITTAL REQUIREMENTS. ! _ - Drawing Number: TYP. EXTERIOR DOOR SILT[ CHAIR RAIL TYP. BASE TRIM LOUVER ELEVATIONS SCALE: 3 =1 -0 SCALE: 3 =1 -0 SCALE: 3 =1 -0 SCALE 1 4 = 1 -0 0 0 0 z 0 Ld D. 0 Ur LLJ I— X LLI N U) 0 z ui n L 0- W 0 0 V) NEW ADDITION EXISTING BUILDING Su""UTH ELEVATION NORTH ELEVATION -�WEST ELEVATION NEW RAMP (SEE SHEET A5.0) TEM VENT VENT BACKED WITH PLYWOOD. DRAWINGS. VG ;AIL SYSTEM SHEET A5.0) THE L P A *2ROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR001 1007 Designer; Checked by. KPB/NWG WAH Jr. Technician: Project Num er EG 132140 Notes: T9ESE PLANS AND ALL POOPOSED WORK ARE SUBJECT TO ANY mOMECTIONS REQUIRID BY FIEL11I �RCFORS THAT MAY BE', NECISSANY IN oNXlq To COMPLY WITH ALL APPLICABLE CODES. F REV" EW kl P.'. 7l r1of Ukt-Z) 1 n 4 42),10 14 i j r yp) REVISIONS No. Description Date By Project Name: STATE PARK FEDU(TK-)N CEN71FFF!!FODDITION PORT ST. LUCIE, FLORIDA EXTERIOR ELEVATIONS FAA A.I.P. PROJECT NUMBER: IIENGINEER OF RECORD Delp.: FEBRUARY 2014 Scale: DraWing Number: A2. 0 r> i N 1 o, N N N , -0 O 0 U 0 rn 3 U) z 0 F= U Ld V) U z a J m 0 Q Z Q a> �U 7 J N b D_ i N N N _m o c c 0 0 -N over' niIPT lcrc LAP7PWenurAi of AMC% �J 1/4" = 1'-0" A� BUILDING SECTION 1 /4 = 1 —0 II _III IIl 111 .... II � II II I ,- III III 'III II III III all _III III II :� II {I II I:illl III III III IL.I. II II= II I I II:. II II :II III III: III III -III II II III I'I ' � II II .Ii� Ili III-11i II -:.ill .II 11l III III- 1 ...... . II Il II I�L11111111111�:IIIIIIIIIIIIIIIIIII III1111 �.�III��� d-1 III I1 III 1 :::; 1711111111101 LAB 101 wH. I 71E IL 1!10 LPA CaHUUF , j TRANSPORTATION CONSULTANTS IAl 2000 PALM BEACH LAKES BLVD. A4 0 SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-51.30 0.H. FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: KPB/NWG WAH Jr. Technician:. Protectl N mber. n I EG 132140 Notes: I , I I 111= I( I I I "I I I III III III III III_- III I I L � 11 I [ k;=;, s PERMIT SET V 1i E16 n DAT tz 10/24/. E FILE COPY REVISIONS No. Description Date By ® BLDG. CODE / FM UPDATES 10/24/14 NWG Project Name: STATE PAR � E U � " � I� rl CENTER Aj DDITI I' PORT ST. LUCIE, FLORIDA Drawing Name: BUILDING SECTIONS IFAA A.I.P. PROJECT NUMBER: I ENGINEER OF RECORD FEBRUARY 2014 Scale: FAMIC UEA NUM PANEL PAINTED METAL ROOFING SYSTEM BLACK ON FELT BACKING &XTERIOR GRADE METAL ROOFING 1 LAYER 30 LB. FELTDROPPED TRUSSTU SHEATHING: SEE MTL HURRICANE CLIP ODRAL DRAWINGS & EACH RAFTER METAL LOUVER 5/8" CDX PLYWOOD WITH 4.0/A1 FORPLYWOOD CLIPS METAL FLASHINGONAL INFORMATION.METAL FLASHING END DAM EA. SIDEMETAL GABLE TRIM WITH D FLASHING UPMETAL FLASHINGDRIP EDGE - {HINp ALUMINUM BEARING PLATEMTL. HEADWALL TRANS. AND FELT +10'-4" PRESSURE TREATEDG.'',1x2 TRIM2x6s WITH PLYWOODQ 2x4 LOOKOUT ® 24" O.C. SPACER NOTE: TWO LAYERS OF 15# FELT ON THE 5/8" EXTERIOR GRADE PLYWOOD AND STAINLESS STEEL FASTENERS USED TO SECURE THE ALUMINUM CLOSURE PANEL SHALL INCLUDE A NEOPRENE WASHER AND SILICONE SEALANT METAL ROOFING SYSTEM O CAP, AND O C SPACED EACHAWAY4 INCHES A FI SHIM T HE WOOD RAFTER (SEE k{. O x. PRESSURE TREATED 2x8 r` / FELT STRUCTURAL DRAWINGS)., GROUP #1 GRADE WOOD FASCIA 5/8" CDX PLYW BEAD BOARD WITH PLYWOOD �'' HARDIPLANK 1 ALUMINUM CLOSURE TRANSPORTATION CONSULTANTS DOUBLE 2x8 WOOD CLIPS SIDING PANELPAINTEDHEADER ® 0 2000 PALM BEACH LAKES BLVD. METAL LOUVER PLYWOOD SHEATHING BLACK ON FELT /J I SUITE 600, WEST PALM BEACH, FLORIDA 33409 Cam/'/ ..... SILL FLASHING SET IN FULL AND VAPOR BARRIER BACKING & 5/8' (561)686-5130 DROP E U S ✓l Q EXTERIOR GRADE FLORIDA COA # AA-0003054 BED OF MASTIC SEALANT. 2x WOOD TRIM ALUMINUM PANEL PAINTED HURRICANE CLIP PLYWOOD FACE OF WALL WILLIAM. A. HAYWARD; Jr., FL. ARCHITECT LIC No. AR0011007 BLACK ON FELT BACKING &! SHEATHING. 5/8' EXTERIOR GRADE __ \ /N BEYOND BEAD BOARD O 1 Designer. KPB/NWG necked WAH Jr. -- / [� .PLYWOOD SHEATHING. SEE v BEAD BOARD STRUCTURAL DRAWINGS & \ - ALUMINUM GABLE 0 Technician: Project Number: 1x2 WOOD TRIM DTL A4.0/A1 FOR VENT /,LOUVER, 0 EG 132140 ADDITIONAL INFORMATION. ___ SECURED TO 1 STRUCTURAL FRAMING' 0 Notes: A5)ROOF DETAIL 4 ROOF DETAIL A , -)ROOF DETAIL (SEE STRUCT DWGS 1 1/2 - 1 -0 A\ _ 1 1/2 - 1 -0 1 1/2 - 1 -0 PER ADDITIONAL PERIMETER FRAMING & i STRUCTURAL INFO.) I 12 Al 2x4 BRACING 0 / 6 R30 BATT INSULATION © ® 32" `O.C: 0 ALL CEILING AREAS METAL ROOFING CONT. 2x R30 BATT INSULATION Q 14 / 12 6 LING REAS SCISSOR ALL SCIATRUSS(TYP.)A4.0 © 24O.C. 0 PLYWOOD. .SHEATHING ' O C' WOOD FRAMING r.. 12 CONT. 2x6 METAL ROOFING 12 (SEE �TRUCT.). �� '" 1�. 1 t. DWGS. 3 I SCISSORS TRUSS i i' r, 12 3 BEARING PLATE iTE 3 Q 24 O.C. _ �! z. FINISHED DROPPED CLG. '� ' BERM IT SET I � , --- ---- BEARING PLATE BEAD BOARD BEAD BOARD +9'-0" 2'—0a. R �� SCHEDULED i PLYWOOD A ♦ , HARDIBOARD 2 3/8,.T ry CEILING x SHEATHING 3 2 -0 SIDING 0-0 (TYP.) TYP PLYWOODSHEATHLNG_ r�� ��I E A0 SCHEDULED HEAVY TIMBER BEAM VAPOR BARRIER CEILING SEE e, O.H. U � °'z cy� CHAIR RAIL 00 10/24/2 Uy T CHAIR RAIL s I N 1 / / WINDO SEE SCHEDULE FILE ¢o WINDOW � �� O.H. A5.1 ' -SEE SCHEDULE WOOD COLUMN (SEE E STRUCTURAL DRAWINGS �. 0 REVISIONS 6x6x1-1/4" WOOD CAP ' ' WITH ALUMINUM COVER No. Description Date 3 BLDG. CODE I FM UPDATES 10/24/2014 NVVC7 PRESSURE TRATED 3/4" RADIUS QUARTER I '' 8 PERMIT UPDATE 12/04/2014 NWG Z FLOOR FINISH ROUND WOOD TRIM FLOOR FINISH O FLOOR FINISH PRESSURE TREATED PER SCHEDULE PER SCHEDULE RER SCHEDULE 4x4 WOOD POST -- U 3/4" T&G PLYWOO� -- w 3/4" T&G PLYWOOD N .. 3/4" T&G PLYWOOD I - Project Name: ALUMINUM SEE A3/A5 RAILING l FLOOR JOISTS (SEE FLOOR JOISTS SEE ' RAWI26 PLASTIC STRUCTURAL -SAVANNAS PRESIzESTCTURAL D o 2x10 ® 16"O.C. ION LUMBER - DECK ELEVATION "�E PARK EDUCATIf �n 0 -0 I _. PRESSURE TREATED z 2x10 wood FASCIA — ,TER ADDITION Q =�`._ _ :...__ BEAM ....__SEE _ _ _ PORT ST. LUCIE, FLORIDA D_ FLOOR JOISTS SEE JOIST HANGER STEM WALL ( i � POST FOUNDATION Drawing Name: STRUCTURAL DRAWINGS) ........ 7EM WALL BEYOND` �' WOOD BLOCKING FLO R JOISTS SEE STRUUCTURAL DRAW NGS) STEM WALL WELL COMPACTED FILL WELL COMPACTED FILL 0 / _._.._ z -. - WALL SECTIONS .... . -- .._ ............. — �° ST, TI - - — e FAA A.LP. PROJECT NUMBER: ELL Co P GTFIL -- Date: -- — FEBRU ARY 2014 o o T (n ! Scale: .. ...... .. - -- WALL SECTION N WALL SECTION WALL SECTION 8 j oA33/4" = 1'-0" A2 3/4" = 1' 0" Al 3/4" = 1'-0" Drawing Number: A4.0 C'4 0 N CN (1) -0 0 0 V) 0 Ld to < < CD z �61 in C 0 U) (1) IL W C: C LO THE IL LPA TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-6130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR001 1007 Designer: Checked Dy: KPB/NWG WAH Jr. Technician: Protect �Numbar. EG 132140 l0t F-TZ-', 4, RE \"J"'I U "r d- 2 4" "') 0 14 REVISIONS No. Description Date BY F i oject Name: �;P,IVAMNAA, �PIIRESEIRVE Sl- AJ E PARK ON CEUIVER ADDITICM PORT ST. LUCIE, FLORIDA F?rawing Name: WALL SECTIONS fi gl FAA A.I.P. PROJECT NUMBER: r'") 0 N 0 IM -0 0 u-i < Cn Cf) -t 0 0- > a) IL to 0 C: Cf) C 3/4"x3/4" SOLID ALUM. BALUSTER. PLACE 4"O.C. WELD TO TOP & BOTTOM RAILS GROUND ALL WELDS 05 1-1/2" DIAM. ALUM. HANDRAIL- LOCATED AT RAMPS ONLY ALUMINUM RAILING SEE A4/A502 SURFACE MOUNTED FOOT LIGHTS. SEE ELECTRICAL. 2x10 PT WOOD FASCIA 2X6 PLASTIC LUMBER GIRDER EITHER SIDE OF COLUMNS (SEE STRUCTUR. DETAIL) PRESSURE TREATED 2x8 JOIST @ 16" O.C. TYP. MTL JOIST HANGER PRESSURE TREATED L FOR ATIO DUIT 71 rz Li RAIL AT L 1/2" = 1 1-01, CAP & TRIM ABOVE �4 \ + `-- WOOD CORNER POST DIMENSIONS SHOWN ARE NOMINAL (THIS DETAIL ONLY) A-,5 DEGREE CORNER POST t- 1-1/211 = 11-011 ENLARGED (;� A14" = 1 1-01, P FLOOR PLAN -7 1 THE LPA GROUP �Z& TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR001 1007 Designer. Checked by: KPB/NWG WAH Jr. Technician: Project Number; EG 132140 Notes W III PERMIT SET (PERK; F 31 RIX I E7, S U P V' 1 u/24/2014) F ABOVE 41 N I COPS REVISIONS No. Description Project Name: SAVX� NNAS PRESEF?VE� STATE P?,hRK PORT ST. LUCIE, FLORIDA Drawina Name: ENLARGED RAMP & DETAILS A.I.P. PROJECT NUI INEER OF RECORD FEBRUARY 2014 Number: A5.0 BILE SOLID SURFA =1NISH TO MATCH JRFACE COUNTER COUTERTOP INFILL DET. COUTERTOP INFILL DET. N.T.S. P N.T.S. 2x WOOD FRAMING (SEE STRUCT. DWGS.) 5/8" GYPSUM BOARD ON 2x4 WOOD FRAMING CONT. & LEVEL 2X HEADER (SEE STRUCTURAL DRAWINGS) N I. I o " N L 0 U O i Z O H W Ld w tr O w Z Q CD Z tr ui a� �U 7 .J V7 0 IL I 0 0- 0 c 0 0 N a0i it CONT. & LEVEL 2X HEADER (SEE STRUCTURAL DRAWINGS) CONT. CORNER BEAD (TYP.) - HANGAR CLIPS Q APPROX. 36" - O.C. - PER MFR. REC. CONT. TRACK W/CEILING CONTACT GUARD ACCORDIAN DOOR -BASIS OF DESIGN: MODERFOLD "SOUNDMASTER 8 SERIES" OR APPROVED EQUAL FLOOR FINISH - AS SCHEDULED - A7 ACC 4-1/2" _ THREADED ROD SUSPENDED FROM STRUCTURE ABOVE OR PER MFR. RECOMMENDATIONS RECESSED PROJECTOR SCREEN 2x4 WOOD FRAMING IGS I O ih SUSPENDED LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS) DOOR (AS SCHEDULED) INTERIOR E \„ 1 /9" = 1,-n„ SUSPENDED LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS) BOT. OF SOFFIT +9'-6„ rrl I-� 00 PLASTIC LAMINATE---y' INTER BASE CABINETS, LOCKABLE n DRAWERS & WALL CABINETS AL 1 /2" = 1'-0" MELAMINE FINISHED 3/4" PLYWOOD III DOOR DETAIL FACE FRAME AND DOOR TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD MELAMINE FINISHED 3/4" PLYWOOD 5/8" GYPSUM BOARD ON SHELVES,ADJUSTABLE 2x4 WOOD FRAMING PAINTED 1/4" PLYWOOD BACK BLOCKING AS REQ'D SOLID SURFACE COUNTERTOP AND BACKSPLASH CORNER BLOCKS AND BRACING PER AWI CUSTOM QUALITY O I 1/4" TEMPERED HARDBOARD DRAWER BOTTOM FACE FRAME, DOOR, AND DRAWER FRONT TO BE LAMINATED H.P.L. CLAD 3/4" o - PLYWOOD CONT. CORNER BEAD 1/4" PLYWOOD BACK 5/8" GYP. BD. ON 2x4 WOOD FRAMING -PAINTED MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE 2X 6 RIP TO 4 3/4" FOR BASE R E D PRE k CABINET SUPPORT._ OJ CTI� SCREEN DETAIL MILLWORK DETAIL A6 1-1/2" = 1'-0" �5 3/4" = 1'-0" °P N All DUCT (SEE MECHANICAL DRAWINGS) PAINTED GYPSUM WALLBOARD, �pL'^^s �+�g19 ypSM" ' F R4" UNDERMOUNT WORK SINK A3 G" (SEE PLUMBING DRAWINGS) A5.1 A5.1 DASHED LINE DENOTES SOLID i7i'i�IL��'" SURFACE SINK INFILL - MATERIAL -TRANSPORTATION CONSULTANTS & FINISH TO MATCH COUNTERTOP & BACKSPLASH (TYPICAL EACH 2O00 PALM BEACH LAKES BLVD. SINK - SEE 'A3/A5.1&REFERENCE SUITE 600, WEST PALM BEACH, FLORIDA33409 PHOTOGRAPHS P1 & P2 THIS (561) 686-5130 SHEET) FLORIDA COA # AA-0003054 \'✓ WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: KPB/NWG WAH Jr. Technician: Project Number; EG 1'32140 Notes: X 21-611 �T I / N PLASTIC LAMINATE SOLID SURFACE FULL �1 mm BASE CABINETS, LOCKABLE TOE SPACE HEIGHT BACKSPLASH DRAWERS & WALL CABINETS t: A/C DUCT (SEE MECHANICAL DRAWINGS) LPAINTECD ASHED LINE DENOTES RECESSED OJETION SCREEN GYPSUM ALLBOARD INDOW-AS SCHEDULED LINE OF DROPPED CEILING (SEE REFLECTED CEILING A PLAN & DETAIL A6 THIS SHEET) A5.1 A 777 - 5'-1 'I I _EVATI ON ■o n W' i — MELAMINE FINISHED 3/4" PLYWOOD — FACE FRAME AND DOOR TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD — MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE —1 /4" PLYWOOD BACK —BLOCKING AS REQ'D —SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH CORNER BLOCKS AND BRACING PER AWI CUSTOM QUALITY - 1/4" TEMPERED HARDBOARD DRAWER BOTTOM FACE FRAME, DOOR, AND DRAWER FRONT TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD —1/4" PLYWOOD BACK — MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE 2 X 6 RIP TO 4 3/4" FOR BASE CABINET SUPPORT. o� 8'-4" — MELAMINE FINISHED 3/4" PLYWOOD — FACE FRAME AND DOOR TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD — MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE —1 /4" PLYWOOD BACK —BLOCKING AS REQ'D —SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH CORNER BLOCKS AND BRACING PER AWI CUSTOM QUALITY - 1/4" TEMPERED HARDBOARD DRAWER BOTTOM FACE FRAME, DOOR, AND DRAWER FRONT TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD —1/4" PLYWOOD BACK — MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE 2 X 6 RIP TO 4 3/4" FOR BASE CABINET SUPPORT. o� 8'-4" / O CM r ti r ` l TOE SPACE MELAMINE FINISHED 3/4" PLYWOOD FACE FRAME AND DOOR TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD MELAMINE FINISHED 3/4" PLYWOOD SHELVES,ADJUSTABLE 1/4" PLYWOOD BACK BLOCKING AS REQ'D SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH CORNER BLOCKS AND BRACING PER AWI CUSTOM QUALITY REMOVABLE SOLID SURFACE SINK IN -FILL PANEL - FINISH TO MATCH ADJACENT SOLID SURFACE COUNTER TOP SPECIFIED. PROVIDE HAND HOLES (SEE REFERENCE P1 & P2 THIS SHEET FOR DESIGN CONCEPT) FACE FRAME, DOOR, AND DRAWER FRONT TO BE LAMINATED H.P.L. CLAD 3/4" PLYWOOD 1l4"PLYWOOD BAOK Al 2 X 6 RIP TO 4 3/4" FOR BASE CABINET SUPPORT! MILLWORK DETAIL � ' I� .' rt 41pl n,T, ,! I• I� Ply I� h IPE ,� a I 7,t � s T 4 id I,.s 9 .J .�. / a REVISIONS No. Description Date By Project Name: SAVA; AS PRESERVE ARK EDUCATION CEIK ER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: INTERIOR ELEVATIONS & DETAILS FAA A.I.P. FEBRUARY 2014 Scale: Drawing Number: A501 r STRUCTURAL DESIGN CRITERIA D- I CODES: FLORIDA BUILDING CODE 2010 D-2 DESIGN LIVE LOADS: ROOF: 20 P5F. FLOOR: I DO PSF. D-3 GROUND SNOW LOAD: NOT USED D-4 ULTIMATE DE51GN WIND SPEED V ult = 170 MPH, 3-5EC. GUST NOMINAL DE51GN WIND SPEED V a5d = 132 MPH, 3-5EC. GUST RI5K CATEGORY II EXPOSURE C ENCLOSED BLDG. INTERNAL PRESSURE COEFFICIENT (GCpp=+/-0. 18 D-5 SEISMIC: ZONE 0 D-6 ALLOWABLE 501L BEARING PRE55UU 2500 P5F D-7 COMPONENTS AND CLADDING WIND PRE55URE5, SEE ELSEWHERE IN THIS DRAWING D-8 FLOOD ZONE: REFER TO CIVIL DRAWINGS GENERAL NOTES G- I REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WAL5 ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT 15 THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL 5TA13IUTY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT 15 THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. GA NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN 51ZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 51MILAP SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL 15 SHOWN. G-7 THE INTENTION OF THE PLANS AND 5PECIFICATION515 TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHEN SPECIFIC INFORMATION 15 MISSING OR 15 IN CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE C05TLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE PERMITTED. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. NONCOMPLIANCE WITH THI5 REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. G-1 O ALL WORK TO BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES. G- I I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 4 DIMENSIONS RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'5 ATTENTION AND THE NECE55ARY ADJUSTMENTS MADE PER THEIR COORDINATION. G-12 IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, STRUCTURAL DETAILS, STRUCTURAL NOTES, THE PROJECT SPECIFICATIONS. OR APPLICABLE CODES THE STRICTEST SHALL GOVERN. G-13 ONLY WRITTEN CHANGES APPROVED BY THE ARCHITECT AND ENGINEER SHALL BE PERMITTED. SHALLOW FOUNDATIONS SF- I 501L TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS AS NOTED IN THE SOILS REPORT FOR ANDERSEN ANDRE CONSULTING ENGINEERS, INC., AACE FILE No. 12-147, DATED SEPT. 04, 2012. 5F-2 FOOTING DESIGN BASED ON MAXIMUM ALLOWABLE 501L BEARING PRESSURE OF 2500 P5F PER SOIL REPORT 5F-3 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLE55 OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY-2'. TOLERANCE FOR M15LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AI5C STANDARDS. SF-4. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 5F-5 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS. PROVIDE A MINIMUM CONTINUOUS 2" x 4" KEY WAY ACROSS JOINT FOR EACH 12' OF DEPTH. 5F-6 CONTRACTORTO NOTIFY ARCHITECT IF 501L CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. 5F-7 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFACE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON DRAWINGS. SF-5 EXCAVATING UNDER OR NEAR IN -PLACE FOOTING5IFOUNDATION5 WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGWOUNDATION5 WILL NOT BE PERMITTED. 5F-9 REINFORCING SHALL BE 5UPPORTED ON PRECAST CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE MOP, TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. 5F-1 O PREPARATION OF 5UBGRADE SHALL BE IN STRICT ACCORDANCE WITH INSTRUCTION OUTLINED IN THE GEOTECHNICAL REPORT CONTRACTOR 4 SHALL VERIFY, PRIOR TO PLACEMENT OF THE FOUNDATION5, THAT THE 501L 15 CAPABLE OF SUPPORTING 2500 P5F. OF BEARING PRESSURE. 5F-I I THE OWNER SHALL PROVIDE THE CONTRACTOR A COPY OF THE GEOTECHNICAL REPORT FOR THE SITE PRIOR TO CONSTRUCTION, NO CONSTRUCTION MAY BEGIN UNTIL A SOILS REPORT FOR THE SITE 15 OBTAINED FROM THE OWNER OR A NEW GEOTECHNICAL REPORT 15 PERFORMED FOR THE SITE, A COPY OF THE ORIGINAL GEOTECHNICAL REPORT SHAD. BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. SF-12 5TEP5 IN WALL FOOTING SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. SF-13 CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGING THE EXISTING STRUCTURE. 5F-14 ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS, FOUNDATION WALL5 ETC. SHALL USE LIGHT DUTY HAND OPERATED TAMPERS WITHIN 3'-O' DISTANCE FROM THE WALL. 5F-15 AT EXTERIOR CMU FOUNDATION WALLS, WHEN THE HEIGHT BETWEEN TOP OF ` SLAB AND FINISH GRADE 15 GREATER THAN 3'-0' FOR A LENGTH OF 9-9 OR MORE, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OF WALL UNTIL 14 DAYS MINIMUM AFTER SLAB 15 INSTALLED, RC- I ALL CONCRETE DE51GN PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI 'WILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,' ACI 318 LATEST EDITION. RC-2 STRUCTURAL CONCRETE SHALLCONFORM TO ACT 301 SPECIFICATIONS. ALL CONCRETE TYPE 1 PORTLAND CEMENT. (A5TM C 150) 4000 psi. TYP COMPRESSIVE STRENGTH AT 28 DAYS IVA.N.). 4000 Psi. AT SECOND FLOOR DECK AND 4000 p5I. AT COLUMNS AND BEAMS SLUMP: FOOTINGS 4' +/- I' COLUMNS 4" +/- I' SLA55 4' +/- I" TIE BMS 4 TIE COLS 4" +/- I" WATER: POTABLE CHLORIDE: NONE RC-3 PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33. RC-4 FLY ASH WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITOU5 MATERIAL. RC-5 ALL PUMPED CONCRETE WITH #57 AGGREGATE 15 TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM 51ZE OF DISCHARGE TO BE 4" I.D. RC-6 A V I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE, RC-7 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4' UNLESS NOTED OTHERWISE. RC-8 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 315-95 AND ACI DETAILING MANUAL, ACI 315 1988 EDITION. RC-9 REINFORCING STEEL SHALL BE NEW/ DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO A51M AG 15, GRADE GO, WITH MINIMUM YIELD STRENGTH = 60,000. WHERE WELDING REQUIRED A5TM A706, GRADE GO RC-10 NOT USED RC- I I WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185. RC-12 LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MID SPAN UNLE55 OTHERWISE SPECIFIED. MIN. LENGTH OF LAPPED 5PUCE5 SHALL BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES 50 THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH PLUS 2' AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OF PROVIDE CORNER BARS OF EQUAL 51ZE AND SPACING. BAR SIZE: SPLICE SIZE: #3 16' #4 22" #5 27" #6 35' RC-13 TERMINATE ALL 0I500NTIN0005 TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. RG 14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S OVER REINFORCING, B.O. FOOTINGS 4 UNFORMED EDGE5- 3"CUR, BEAM5 4COLUMN5 (TIES)- 1 10 CUR. SLABS (TOP 4 BOT.-STEED INTERIOR- 3/4" CUR. EXTERIOR- 1 1/2' CLR. GONG. WALL5- AS NOTED N 1/2" CUR. MIN. RC-15 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR TO REBAR FABRICATION. RC -IC SLEEVE ALL PENETRATIONS THROUGH BEAM5 AND SLA55 INDIVIDUALLY CORE DRI W NG WILL NOT BE PERMITTED. SUBMIT LOCATION AND 51ZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. PC-17 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. RC-18 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRA'MNG5 FOR PLACEMENT OF REINFORCING. RC-19 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS 4 STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY (U.O.N.) AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RG21 WEDGE BOLTS SHALL BE ITW RAM5EpREDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3/4' DIAMETER WEDGE BOLTS SHALL BE OF LENGTH REQUIRED TO PROVIDE 3-114" MIN. EMBEDMENT, 2.0 KIPS TENSION AND 4.1 KIPS SHEAR WORKING LOADS IN 3000r 5i CONCRETE (U.O.N.) DO NOT CUT EXISTING REINFORCING TO INSTALL RC-22 DOWEL BAR 5PUCER5 SHALL BE A COMPLETE ASSEMBLY, INCLUDING COUPLER, FROM ATTACHMENT (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ACCORDANCE WITH ACI 318 SECTION 12.14.3. PC-23 HEADED STUD ANCHORS SHALL BE A5TM A 108, GRADE 5, 101 O THROUGH 1020 AS MANUFACTURED BY NEL50N STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AW5 DI. I STRUCTURAL WELDING CODE." RC-24 ADHESIVE ANCHORS SHALL BE ITW RAM5ETREDHFAD EPCON CERAMIC 6 EPDXY ANCHORING SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER5 RECOMMENDATIONS. A SCREEN TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW BLOCK AND BRICK MASONRY. DO NOT CUT EXISTING REINFORCING TO INSTALL RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO G-O' FOR #57 AGGREGATE AND 647 FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. RC-2G PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACT 316, SECTION 6.3. RC-27 SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. RC-28 PROVIDE (2) #5 BARS WITH 21-9 PROJECTION ON All SIDES OF ALL OPENINGS OR RE-ENTRANT CORNERS IN CONCRETE MASONRY M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' (ACVA5CE 530) AND "SPECIFICATIONS FOR MASONRY 5TRUCTURE5' (ACVA5CE 530,1) EXCEPT AS AMENDED BELOW. M-2 CONTRACTOR SHALL OBTAIN COPY OF MA50NRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JO55TE. M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. M i USE TYPE "5• MORTAR WITH MINIMUM COMPRE551VE STRENGTH OF I800p5I. IN ACCORDANCE WITH A5TM C270 M-5 MA50NW UNITS SHALL CONFORM TO A5TM C90, GRADE N.WITH A MINIMUM COMPRE551VE STRENGTH OF 1900ps, ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MA50NRY (Pm) OF 1500ps1., LAD IN RUNNING BOND. M-G PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS W/ (1) #G VERTICAL ADJACENT TO ALL OPENINGS, AND AT ANCHORAGE OF CONNECTIONS. M-7 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. M-8 REINFORCING FOR HUED CELLS SHALL CONFORM TO A5TM AG 15, GRADE GO. PROVIDE THE FOLLOWING LAP 5PUCE9 FOR REINFORCING. BAR SIZE: SPLICE SIZE: #4 24' #5 30' #6 3G" STRUCTURAL NOTES M-9 ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND UNTEL5. M-1 O REINFORCING WALL WITH LADDER TYPE REINFORCEMENT CDUR-O WALL' OR EQUAL) IN BED JOINTS AT 10 O.C. MEASURED VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL REINFORCING G', PROVIDE PREFABRICATED'TEV OR CORNER SECTIONS AT ALL INTERSECTING WALLS. M-1 1 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN-CUT HOLES AT BASE OF FILLED CELLS M-12 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT U51NG A TENCIL' TYPE VIBRATOR M-13 NOT USED M-14 NOT USED M-15PROVIDE VERTICAL REINFORCEMENT IN 3000ps1 GROUT FILLED CMU CELL FROM FOOTING TO BEAM AT TOP OF WALL AS SHOWN IN PLANS AND: (2) #5 HORIZONTAL BAR AT 8'-0' O.C. HORIZONTAL JOINT REINFORCEMENT I G' O.C. M- 16 CMU CELLS INDICATED IN PLAN OR NOTED AS FILLED CELLS SHALL BE GROUTED SOLID WITH 3000 psi CONCRETE GROUT W TO 10" SLUMP). M-17 SUBMIT REBAR PLACING SHOP DRAWINGS FOR REVIEW, AL50 INCLUDE LOCATION OF MASONRY CONTROL JOINTS. M- 18 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO A5TM AG 15. GRADE GO, WITH MINIMUM YIELD STRENGTH = 60,000. WHERE WELDING REQUIRED A5TM A706, GRADE 60 M- i 9 A MINIMUM OF (3) FILLED CELLS. SHALL BE LOCATED AT CONCENTRATED LOADS ON TYPICAL WALLS. M-2Q PROVIDE (3) FILLED CELLS AT ALL CORNERS AND ENDS OF WAU5. M-21 LAP ALL BOND BEAMS WHERE STEPPED #47. M-22 ALL DOWELS FROM THE FOUNDATION SHALL MATCH 51ZE 4 LOCATION OF THE VERTICAL REINFORCING IN MASONRY, UNLESS NOTED DIFFERENTLY. EXTEND DOWEL MIN. OF 48 BAR DIAMETERS FROM THE FOUNDATION. M-23 EXPANSION BOLTS SHALL BE'HILTI KWIK BOLT II' OR APPROVED EQUAL. MINIMUM EMBED SHALL BE T FORa DIA., 3} FOR DIA. AND 2} FOR " DIA. M-24 CHEMICAL ANCHORS SHALL BE'HILTI C-100' OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE G" FOR t DIA., q FOR}" DIA., 3k FOR " DIA. M-25 THREADED ANCHORS SHALL BE A5TM A36 OR A307 QUALITY AND GALVANIZED. ALL CMU CELLS TO RECEIVE ANCHORS SHALL BE GROUTED 501LD. NOTIFY ENGINEER PPoORTO 5U55TITUTION OF ANY BOLTS INDICATED IN THE DRAWINGS. PRE-ENGINEERED WOOD TRUSSES WT- I ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPU55 PLATE INSTITUTES UPI) AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION. WT-2 ALL HANDLING, INSTALLING AND BRACING WORK TO BE IN STRICT ACCORDANCE TO 7I5 H 1 B-91. WT-3 ALL WORK TO BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF 201 O FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL CODES. WT-4 DEAD LOAD (MINIMUM) TOP CHORD= 20 P5F. BOT CHORD= 10 PSF. NON-ACCFCIBLE ATTICS. BOT CHORD= 15 P5F. ALL OTHER ATTICS. WT-5 LIVE LOAD (MINIMUM) TOP CHORD= 20 P5F. UP TO 4:12 ROOF PITCH. TOP CHORD= 16 P5F. 5:12 4 6:12 ROOF PITCH 50T CHORD= 0 P5F. NON-ACCE5I13LE ATTIC. 80T CHORD= 10 P5F. ACCE51BLE ATTICS. BOT CHORD= 20 P5F. UNINHABITABLE ATTICS. DOT. CHORD= 30 P5F. HABITABLE ATTICS. WT-6 PRE-ENGINEERED WOOD TRU55E5 SHALL BE 51ZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES A551GNED AND APPROVED BY A LICENSED PROFESSIONAL ENGINEER AND ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL. WT-7 PERMANENT BRIDGINGBRACING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE BRACING TO THE BOTTOM CHORD OF ROOF TRUSSES FOR UPLIFT LOADING CONDITIONS. WT.8 SUBMIT ROOF VALLEY MEMBER SIZES, FRAMING DETAILS AND CONNECTIONS. WT-9 TRU55 MANUFACTURER TO PROVIDE TRUSS PROFILES FOR EACH TRU55 AND TRUSS PLACEMENT LAYOUT, FOR APPROVAL, SIGNED AND 5E4LED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER WT-10 TRUSS MANUFACTURER TO PROVIDE ALL CONNECTIONS BETWEEN PRE-ENGINEERED WOOD TRUSSES AND TO SUBMIT FOR APPROVAL. TRU55 MANUFACTURER TO PROVIDE VERTICAL AND DIAGONAL WEB MEMBERS WITHIN PRE-ENGINEERED WOOD FLOOR TRUSSES TO ALLOW VERTICAL LOADS, FROM ROOF MEMBERS, TO BE TRANSFERRED TO CMU OR BEARING WAU5, 5TEEL BEAM5 OR SUCH. WT-1 I GABLE -END DE51GN SHALL INCLUDE VERTICAL LOADS IMPOSED BY "X" BRACING. Wr-12 WOOD TRU55E5 TO BE DESIGNED 4 COORDINATED IN CONJUNCTION W/ MECHANICAL DUCTWORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR FABRICATION (NO EXCEPTIONS) WOOD: WD-I ALL WOOD FRAMING SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CON5TRUCTION WD-2 FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES (EQUIVALENT OR BETTER) U.O.N.: SOUTHERN PINE SURFACES DRY USED AT 19% MAX. M.C. GRADE NO. 2. WD-3 ALL WOOD FRAMING IN DIRECT CONTACT WITH EARTH OR CONCRETE OR TO EXPOSED TO WEATHER TO BE PRE55URE TREATED. THE USE OF METAL SEAT PLATES IN LIEU OF PRESSURE TREATED WOOD 15 ACCEPTABLE. mm PROVIDE GALVANIZED METAL HANGERS AND GALVANIZED FRAMING ANCHORS OF THE SIZE AND TYPE A5 SHOWN IN THESE DOCUMENTS, CONNECT AS PER MANUFACTURER RECOMMENDATIONS. (SIMPSON STRONG TIE OR EQUIVALENT) ND-5 ALL BOLTS L15ED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF } DIAMETER (A5TM A-307) WITH 7" MINIMUM EMBED (U.O.N. IN PLANS) ALL GALVANIZED. WD-6 PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN,OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE FLONDA BUILDING CODE, LATEST EDITION. WD-7 DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN 5UPFORT5. WD-8 PROVIDE ANCHORAGE AND NAILING FOR MEMBERS AND SHEATHING AS SHOWN IN THE DWG5 AND TO COMPLY WITH THE FLORIDA BUILDING CODE, LATEST EDITION. ✓ WD-9 FLOOR SHEATHING: ai'q" TONGUE 4 GROOVE PLYWOOD, RATED'EXP. I' SHEATHING WITH I Od / NAILS AT G" O.C. AT PANEL EDGES AND 12" OC ELSE WHERE. 4/ WD-10 WALL SHEATHING: Y1 INCH THICK PLYWOOD, RATED'EXP. I'. WITH I Od NAILS AT 3" O.C. AT PANEL EDGES AND G.O.C. EL5E WHERE. ✓ WD-1 I ROOF FRAMING SHEATHING: Ve INCH THICK CDX PLYWOOD, RATFD'EXP. I"STRUCTURAL I GRADE SHEATHING AT 2)9 O.C. AT EDGES 4 G" O.C. MAX. FIELD AT BLOCKING DIAPHRAGM, FOR UNBLOCKED DIAPHRAGM I Od NAILS AT 0 O.C. # G' O.C. FIELD . WITH I Od NAILS AT 2)9 O.C. AT PANEL EDGES AND 6" O.C. ELSE WHERE. FIELD VERIFY CONDITIONS FV-I CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS PRIOR TO ANY MODIFICATIONS OF THE EXISTING WORK AND INSTALLATION OF THE NEW WORr, FV-2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ENGINEER, OTHERWISE THEY WILL BE REJECTED. FV-3 IF THERE ARE ANY DISCREPANCIES THE STRICTER SHALL GOVERN. SPECIALITY ENGINEERING REQUIREMENTS: SE- I HANDRAILS, POSTS, AND SUPPORT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATORS SPECIALITY ENGINEER SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE GENERAL NOTES FOR APPLICABLE BUILDING CODE). ' 5E-2 LOUVER5 SHALL BE DESIGNED BY THE FABRICATORS SPECIALITY ENGINEER AND SHALL INCLUDE FRAME, COVERING, AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADINGS) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE GENERAL NOTES FOR APPLICABLE BUILDING CODE). 5E-3 FOR ALL SPECIALTY STRUCTURAL ENGINEERING SYSTEM PROVIDE CERTIFICATION OF INSURANCE FOR PROFESSIONAL LIABILITY WITH AT IiAST$1 MILLION UNIT. D-7 COMPONENTS AND CLADDING ULTIMATE WIND:PRE55URE5 RC10F PRFSSI IRK I IITIMATF PRFSSI IRF9 IN PSF TRIBUTARY AREA INTERIOR (I) PERIMETER (2)® CORNER (3) am A<=20 -61.3 -10G.7 -157.7 +38.6 +38.6 +38.6 20<q<=50 -59A -98.1 -147.5 +35.2 +35.2 +35.2 50<A<=100 -57 3 -8G.9 -133.9 +30.7 +30.7 +30.7 100<A -55.6 -78.3 -123`.7 +27:3 +27.3 +27.3 NOTE:TO OBTAIN • r- • ON • : Of • - © O WALL I'VE55LIEF5 u: TRIBUTARY AREA .INTERIOR (4)® EXTERIOR (5) A<=20 -72.G. -89.7 +67.0 +67.0 20<A<=50 -69.7 -83.6 +G4.0 +64.0 50<A<=100 -65.7 -75.7 100<A -62.7 -G9.6 +57.0 +57.0 NOTE: TO OBTAIN NOMINAL'A5D' WIND PRESSURES MULTIPLY VALUES Fli -OWN ON TABLE BY A FACTOR OF 0.6 DEFINMONS OF ABBREVIATIONS), A.B. ANCHOR BOLT ABV. ABOVE ACI AMERICAN CONCRETE INSTITUTF ARCH. ARCHED OR ARCHITECT A5TM AMERICAN SOCIETY OF TESTING AND MATERIALS BLW. BELOW BM BEAM B.O. BOTTOM OF BOT. BOTTOM BRIG. BEARING C.J. CONTROL JOINT CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN GONG. CONCRETE CONN. CONNECTION CONT. CONTINUOUS CVR. COVER DIA DIAMETER DR. DETAIL DWG, DRAWING EA. EACH E.J. EXPANSION JOINT EL. ELEVATION EMBED EMBEDMENT EXP. EXPOSURE OR EXPANSION FF FINISHED FLOOR FFE. FINISHED FLOOR ELEVATION FG FINISHED GRADE Fm MASONRY COMPRESSIVE STRENGTH FND. FOUNDATION FRM FRAMING FTG. FOOTING GA GAUGE G.C. GENERAL CONTRACTOR H.C.A. HEADED CONCRETE ANCHOR HORIZ. HORIZONTAL H.S. HEADED STUD IN INCH(E5) INT. INTERIOR J.B. JOIST BEARING J.G. J015T GIRDER JST. JOIST JT. JOINT L ANGLE MAX. MAXIMUM M/C MOISTURE CONTENT M.C.J. MASONRY CONTROL JOINT MFR. MANUFACTURER MIN. MINIMUM MISC. MI5CEUANEOU5. MPH MILES PER HOUR MTL METAL NO. NUMBER N5.4FS. NEAR SIDE AND FAR SIDE N.T.5. NOT TO SCALE O.C. ON CENTER OHGD OVERHEAD GARAGE DOOR OPG. OPENING 05B ORIENTED STRAND BOARD P.D,F. POWER DRIVEN FASTENERS P.E.M.T. PRE-ENGINEERED METAL TRUSS% P.E.W.T. PRE-ENGINEERED WOOD TRUSSES PL PLATE PSF POUNDS PER SQUARE FOOT P51 POUNDS PER SQUARE INCH P.T. PRESSURE TREATED CITY. QUANTITY REINF. REINFORCEMENT REQ'D :REQUIRED RMD ROOF METAL DECK SPF SPRUCE PINE FIR STL STEEL STRUCT. STRUCTURAL 51-1135T. SUBSTITUTE 5YP SOUTHERN YELLOW PINE L¢B. TOP AND BOTTOM T.O. TOPlOF TOP TOP OF FOOTING T05 TOP Of SLAB T5 TUBE STEEL - TYP. TYPICAL U.O.N. UNLE55 OTHERWISE NOTED VERT. VERTICAL W/ WITH W/C WATER CEMENT WWF WELDED WIRE FABRIC �,; %% 0 J. IBI0w SSE SIB r U_ NO 7 cc LU of ee Al THE I LPA GROUP .= TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 )esigner Checked by: J.F. I F.B. Notes: 132140 0 MEN ENGINEERING CORPORATION TEL-EPFIONE- 407-'4231-7585 1528 VASSAR '3TREET 0RL-AN00, FL 32804 E85026 FEOERICO J. B'OWEN P.E. $ 3W53 dJ00 3]Ml`iddd 11'd H11M kldyt U 01 "M NI AIW96103N 39 Attl J.V1�", cIQ433dsm 0131d A6 0081non SNOIJO?Woo0 ANY Ol lo3P6R9 3FlC /'°„ A d350dCUd 1i7 aNV G NYld 3g3N.0 PERMIT SET REVISIONS No. Description Date By Project Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA STRUCTURAL NOTES FAA A.I.P. PROJECT NUMBER: ENGINEER OF RECORD FEI3RUARY 2014 Number: S-®.0 OCT 2 2 2014 k � 4.4 WD. P.T: COWMN.TYP ,. 4a_a' v elp 4-t 12' 0' 1 2'_0' 12'-0" f 2' a' 5'-9". G'-3" 5'-1 I " G'- I " 6'- I " 5 - I I 6'-3" 5 4" CONCRETE CON THIC NED EDGE W MEC ANICAL DWGS 1/54.0 EN51NG PAD 1-#5 CONT. FER TO FOR 51ZE d C( LOCATION r--- i __ EXTERIOR BEARING PIER TRAPEZOIDAL CONCRETE PIER C.I.P. COWMN FOOTING_}__�.— 4-0` r---- ---- � i I `� I UA-4-1 G'-3"6'-1" L__.I-_' G'-I" I 5' 11 G 3" �r. 5'_9„ L—}_� (` /1 FOUNDATION PLAN EXTERIOR BEARING PIER 12'-O° 12 O" 12a 12'-0° TRAPEZOIDAL CONCRETE PIER 48'-d' C.I.P. COLUMN FOOTING NORTH I /54.0 COORDINATE ALL DIMENSION W/ARCHITECTURAL DRAWINGS 1/8" = l'-O" THE LPA GROUP TRANSPORTATION (CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: J.F. F.B. Technician: Project Number: 132140 Notes: BOWEN ENGIAEE RING CORPOR,4T'►ON TELEPHONE- 407-4201-7595 1528 VASSAR STREET ORLANDO, FL :32804 EBW245 FEOERICO U BOWEN P.E. # 38M THESE PLANS AND ALL F1F'IOPOSED WORK ARE SUBJECT TO ANY CONAECTIONS REQUIRLD BY FIELD Up6CTpRS THAT UAY BE NECE96A Ry IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PERMIT SET - 10/24/2014) - REVISIONS No. Description Date By FOOTING SCHEDULE FOUNDATION DESIGN BASED ON 2500 F ef. ALLOWABLY 501L BEARING PRE55URE. MARK SIZE REINFORCING WOOD BOTTOM COLUMN SIZE CONNECTION F-_i 2'-O" W. x P-0" THICK CONT. 345's CONTINUOUS AND WA WA 11 STEM WALL/FOOTING #5's Q I G" O.C. MAX. DOT. F--Z 2'-0° SQR. x I O" THICK FOOTING PAD 3-#5'5 BOTTOM EA. WAY 4x4 5YP#2 P.T. SIMPSON C1344 F=-3 2'-0" SQR. x 1 O" THICK FOOTING PAD 3-#5'5 BOTTOM EA. WAY 44 SYP#2 P.T. 51MP50N C544 F=-4 3'-O° SQR: x P-0" THICK 5-#5's BOTTOM EA. WAY Gx6 or 4x4 SYP#2 P.T. RE: 4/54.3 "GxG" FOOTING PAD SEE PLAN SIMPSON CB44 "4x4" F _5 FOOTING PADSQR. x I'-O" THICK FOOTING 745's BOTTOM EA. WAY GXG 5YP#2 P.T. RE: 4/54.3 F=-6 5EE PLAN x P-O" THICK FOOTING PAD #5's Q 9" O.C.BOT. EA, WAY 4x4 SYP#2 P.T. RE: 4/54.3 ``````01yt ENSE''�',��'� e O C LL W C 0R� OCT 2-2 104 SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: FOUNDATION PLAN FEBRUARY 2014 1 L Number S-1.0 51MP50N MTS I G AT EVERY STUD 51MP50N MT51 G AT EVERY STUD 2XG STUD WALL FRAMING 51MP50N L550 AT EVERY STUD 2XG STUD WALL FRAMING SIMPSON L550 AT EVERY STUD at I G" o.c. w/ 2XG BLOCKING 3/4" TBG PLYWOOD at I G" o.c. w/ 2XG BLOCKING 3/4" TBG PLYWOOD at MID SPAN w/ 112" Cl FLOORING at MID SPAN w/ 112" CDX FLOORING PLYWOOD EXTERIOR SHEATHING GXG WD COLUMN PLYWOOD EXTERIOR SHEATHING (AT CORNERS @ 12" O.G. MAX.) SEE PLAN 2-2X 12 5YP#2 P.T. CONT. 2XG PLASTIC LUMBER (AT CORNERS @ 12- O.C. MAX.) SEE PLAN 2-2X 12 SYP#2 P.T. CONT. 2XG PLASTIC LUMBER 5/8"0 THRU-BOLT DECKING w/ I/4" MIN. 2XG PLASTIC LUMBER DECKING w/ 114" MIN. AT COLUMN BASE SPACING BETWEEN PLANKS DECKING w/ 1/4" MIN. SPACING BETWEEN PLANKS (2) 13/a' x 1 I7/6" LVL RE: 4/54.3 -SECURE w/ RE51N-COATED SPACING BETWEEN PLANKS FLR.-SECURE w/ RESIN -COATED GIRDER BEYOND DECK SCREWS SECURE w/ RESIN -COATED FIN. 01-0.1 _� FIN: 01- 2X 1 2 FA5CIA/GIRDER +0'-O" SCREWS x x x x -`- ' REF. O'011 Y SCREWS x x x x -� _ --- REF. D'-O' Y 0 ___ ' ___ _ 2X 12 J015T at t G" o.c. 5/8"0 THRU-BOLT -- _ ~--- 2X8 J015T at I G" o.c. F 2X 12 JOIST at I G" o.c. EACH END OF GIRDERS 2X8 JOIST at 16" o.c. 2X8 JOIST at I G" o.c. 51MP50N LUS28 SIMP50N LU528 FACE -MOUNT TO EMBEDDED CONNECTOR J015T HANGER AT 2X 12 _ 5lMP50N LU528 FACE -MOUNT JOIST HANGER AT DBL 2X 12 ' ' aAT SIMPSON LU528 FACE-MOUN SIMP50N LU528 FACE-MOUN RIM JOIST GIRDER JOIST HANGER AT 2X1 O m I _ SIMPSON HD5A TO LVL's POST BASE, RE: 4/54.3 p RIM J015T O GIORDER HANGER AT DBL 2X 12 m' (GALVANIZED OR 2-2X 1 2 SYP#2 PRE55URE TREATED O GROUT ON SIMP50N L5TA24 W/ (4)/4 I - Y' NON -SHRINK STAINLESS STEEL) N 1 "0 x 4' (NMSIMP50N LSTA24 Wl (4)Ya"0 x I -y4" I N TOP OF 12"x 12" SOP. CMU TRAPEZOIDAL GONG. PIER LONG TAPCONS TO CMU @ 2-0' ' ' - `' 2X8 P.T. PLATE CONT. LONG TAPCONS 70 CMU @ 2'-0" PIER z ON CONC. FTC. PAD O.C. MAX: O.C. MAX. wl 5/5"0 A307 A.B.'s -REINFORCE w/ (4) #5 VERT. FINISH GRADE SPACED AT 32" o.c. MAX: DOWELS EMBEDDED IN FTG. 1 2" 5Q CMU PIER GROUTED FINISH GRADE d °' '' a' -, W/ 4" MIN. EMBED. FINISH GRADE 4 .a a -PROVIDE (3) #3 HOOP TIES a.. 50LID ON CONC. FTG. PAD • EQUALLY SPACED AT 8" o.c.° O a REINFORCE w/ (4) #5 VERT. _ •° _ `�'T`—� DOWELS EMBEDDED IN FTG. • ° CONC. WALL PTG. I _ a PROVIDE (3) #3 HOOP TIES CONC. FTC. 2'-0" WIDE x 1'-0" DEEP 8 CMU BEAR NG WALL w/ CONC. WALL FTG. EQUALLY SPACED AT 8" ox. 3'-0" SQ. x I'-O" DEEP (3) #5 BOTT. CONT. 4 2'-0" WIDE x I'-0" DEEP 3'-0" SQUARE #5 VERT. DOWEL EMBEDDED n U (5) #5 BOTT. EACH WAY #5 @ I G' O.C. MAX. 2'_OII IN FTC. w/ STD 90° BEND (3) #5 BOTT. CONT. d 2'_0" 02 U AT 4'-0" O.C. MAX. #5 @ I G" Q.C. MAX. v ALL CELLS FILLED W/ CONCRETE 1 TYPICAL PIER FOOTING AT PORCH TYPICAL PERIMETER WALL FOOTING PERIMETER WALL FOOTING AT GIRDER 3/4"= 1'-0" 2 3/4"= 1'-0" 3 3/411= 1'-0" (2) 1 %" x 1 17/8' LVL ON ONE EA. SIDE AS SHOWN (LAMINATED VENEER LUMBER) 5/5"0 THRU-BOLT 3/4" TCG PLYWOOD AT GxG BLOCKING BASE FLOORING FIN. FUR. gK 5/8"0 THRU-BOLT --- REF. 0'-0" EACH END OF GIRDERS o TO EMBEDDED CONNECTOR I o I 2X 12 JOIST BEYOND 51MP50N LU528 FACE -MOUNT J015T HANGER BEYOND AT P05T BASE, RE: 4/54.3 Ja DBL LVL GIRDER (GALVANIZED OR STAINLESS STEEL) m 0 I N FINISH GRADE � 12" SO CMU PIER GROUTED SOLID ON CONC. FTG. PAD MATCH EXISTING b : ° n -REINFORCE w/ (4) #5 VERT. DOWELS EMBEDDED IN FTG. ° • -PROVIDE (3) #3 HOOP TIES _ • 4 a a EQUALLY SPACED AT 8" o.c. CONC. FTG. 3'-G" SO. x P-O" DEEP SQUARE (7) #5 BOTT. EACH WAY I 3'-G" TYPICAL INTERIOR PIER FOOTING 3/4"=1'-0" 4 2XG STUD WALL FRAMING at I G" ox, w/ 2XG BLOCKING at MID SPAN w/ 112" CDX PLYWOOD EXTERIOR SHEATHING (AT CORNERS @ 12" O.C. MAX.) SEE PLAN 2XG PLASTIC LUMBER DECKING w/ 1/4" MIN. SPACING BETWEEN PLANKS -SECURE w/ RE51N-COATED SCREWS 2X8 J015T at I G" o.c. i 51MP50N LU528 FACE-MOUN JOIST HANGER AT DBL 2X 12 GIRDER p I N 51MP50N LSTA24 Wl (4)Yd'0 x I -)'4' I M SIMPSON MT5 I G AT EVERY STUD 51MP50N L550 AT EVERY STUD 3/4" T*G PLYWOOD FLOORING �2-2X 12 5YP#2 P.T. CONT. FIN. FLR REF. O'-0" 2X 12 JOIST at I G" o.c. a m LONG TAPCONS TO CMU @ 2-O 2X8 P.T. PLATE CONT, O.C. MAX. w/ 5/5"0 A307 A.B.'s SPACED AT 32" ox. MAX. FINISH GRADE7-7; n O CONC. WALL FTG. —`— 8" CMU BEARING WALL wl 2'-0" WIDE x P-O" DEEP #5 VERT. DOWEL EMBEDDED (3) #5 BOTT. CONT. # IN FTG. w/ 5TD 90° BEND #5 @ I G" O.C. MAX. AT 4'-O" O.C. MAX. 2-0 ALL CELLS FILLED W/ CONCRETE U 5 TYPICAL PERIMETER WALL FOOTING 3/4"=1'-0' NON -LOAD BRG. PARTITION 2X4 STUD '^ WALL FRAMII` at I G" O.C. w/ -NO STUD WALL at SIM. 2X 12 BLOCKING @ 24 BETWEEN JOISTS BELO INT. PART. WALL (2) 13/4" x 1 17/5" LVL GIRDER BEYOND 2X 12 J015T at I G" ox. SIMP50N LU528 FACE- J0I5T HANGER AT DBL LVL GIRDER 1 2" 5Q CMU PIER G 50LID ON CONC. Fi c>. rr•,v -REINFORCE w/ (4) #5 VERT. DOWELS EMBEDDED IN FTG. -PROVIDE (3) #3 HOOP TIES EQUALLY SPACED AT 8" ox. c I I 4 - d • ,. a FINFIN. F _ REF. O' iriff-A l �-'CONCRETE FOOTING SEE FOUNDATION PLAN FOR 51ZE AND LOCATION 6 INTERIOR WALL FOOTING AT GIRDER 3/4"-- I'-0" 01 THE IL LPA GROUP TRANSPORTATION CONSLATANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer a y: J.F. F.B. Technician: Project Number: 132140 Notes: BOWEN ENGINEERING CORPORATION TELEPHONE.- 407- 423-7585 1528 VASSAR 13TREET ORLANOO, FL 32804 EER5026 FEDERICO J. EOWEN P.E. # 38153 THESE PLANS ANU ALL PROPOSE© WORK ARE $UHJECT TO ANY OARECTIONS RBQUIR15 D BY FIELD 1N4piC {bRS THAT UAY BE NECEMANY IN tal4l3ER TO COMPLY WITH ALL APPL CABLE CODES. PERMIT SET (PERMIT REVIEW UPDATES 10/24/2014) . 4 ft ^"v Fr REVISIONS No. Description Date By 2XG PLASTIC LUMBER 2XG STUD WALL FRAMING DECKING w/ 114" MIN. at I G" o.c. w/ 2XG BLOCKING — SPACING BETWEEN PLANKS at MID SPAN w/ 112" CDX 51MP50N MT51 G AT 32" O.C. STUD -SECURE w/ RESIN-GOATED PLYWOOD EXTERIOR SHEATHING CONNECTED @ THE TOP SHALL BE SCREWS (AT CORNERS @ 12" O.C. MAX.) SEE PLAN CONNECTED @ THE BOTTOM 2X8 J015T at I G" ox. 3/4" TEG PLYWOOD Project Name: GXG WD COLUMN FLOORING �+ 2X10 FASCIA BOARD SIMPSON LU528 FACE-MOUN 2X 12 RIM J015T CONT. SAVANNAS PRESERVE DOUBLE OR TRIPLE VERT. INSTALL SIMP50N HDQ-5D53 I J015T HANGER AT 2X 12 4 2X 12 SOLID BLOCKING STUDS AT OPENING JAM55 HOLDOWN FROM FOOTING TO 2XG PLASTIC LUMBER P05T BASE, RE: 4/54.3 RIM JOIST AT JOIST ENDS STATE PARK EDUCATION "SEE PLAN" PROVIDE DBL. BEARING STUDS 4 AT EACH DECKING (GALVANIZED OF FIN. F ° CORNER OfPERIMETERWALLS STAINLESS STEEL) CENTER ADDITION VERT. STUDS AT ENDS OF WALL TYP. AND AT EACH JAMB OF WALL (2) 5/8"0 THRU-BOLT TRAPEZOIDAL CONC. PIER REF. CO-O x -- -_ -- OPENINGS AS SHOWN ON THE 2XG JOIST at I G" o.c. MAX. PORT ST. LUCIE, FLORIDA TYPICAL ON CONC. FTC. PAD FLOOR FRAMING PLAN W/ G' MIN. SEE PLAN FOR LOCATION W/ -REINFORCE w/ (4) #5 VERT. 2X 12 J015T at I G" ox. EMBEDMENT INTO CONC. 5IMP50N LU52G EA. END TYP. LION. Drawing Name: FOOTER -ALIGN WITH AND DOWELS EMBEDDED IN FTC. W/ SIMPSON LU528 INSTALL DIRECTLY TO IN51DE 2XG GIRDER EACH 51DE -PROVIDE (3) #3 HOOP TIES N EQUALLY SPACED A7 8" o.c. FACE OF WALL FRAMING OF 4X4 COLUMN FINISH GRADE 2-2X 128YP#2 P.T. CONT. N FINISH GRADE if)FOUNDATION 4X4 WD. COLUMN 11211 RE: SEE PLAN FOR LOCATION FINISH GRADE �? Q SECTIONS + NOTCH SILL PLATE AT \�,\�.\�,\�.:: \ .\\ " R: • N 2X8 P.T. PLATE CONT. DETAILS & S EC,TI O N S HOEDOWN AS REQUIRED �' > . w/ 5/8"0 A307A.Il CONC. WALL FTG, ALIGN HOLDOWN STRAP 2'-0" WIDE x P-O" DEEP z O ° a a S.O N ON C844 TYPICAL SPACED AT 32" o.c. MAX. PLUMB AND STRAIGHT (3) #5 BOTT.. CONT. # — 2'-0" SQUARE x 10" THICK T.O. FTC. FOR FULL LENGTH #5 I G" O.C. MAX. FOOTING PAD Wl 3 #5 BARS MATCH EXISTING a ea n SIMPSON L5TA24 Wl (4) c „ FAA A.I.P. PROJECT NUMBER: @ Q 8 CMU BEARING WALL w/ E.W. BOTTOM s " TO CMUy@ 2ONG TAP MAX. 6 #5 VERT. DOWEL EMBEDDED •. ° - < " IN FTG. w/ 5TD 900 BEND G" MIN. EMBEDMENT e n —�° ,_ " ENGINEER OF RECORD IN CONC. FTG. a CONC. FTC. • a' AT 4 O O.C. MAX. 3'-0" SQ. x P-O" DEEP CONC. WALL FTG. ` (5) #5 BOTT. EACH WAY 2'-0 WIDE x P-O" DEEP Date: 2'-0 3=0 SQUARE 2-0 (3) #5 BOTT. CONT. # "' #5 @ 1 1�"IRfil MAX. FE13RUARY 2014 TYPICAL POST DETAIL AT WALKWAY SECTION AT ENTRY PORCH e°wE. Scale PERIMETER WALL FTC. w/ HOEDOWN Q T ,.� ��,...•••••-.•• �. �,, 7 3/4'= 1'-0" (� 3/4 1 9 3/4"= 1' O S h� •' d ��• ��0 4Q.DracmingNumber: - .• 5 C OQt. C Q/5-2.1 ..�, OCT 2 a 2014 RAILING * RAILING RAILING * RAILING — CONNECTIONS BY RAILING CONNECTIONS BY RAILING MANUFACTURER, REFERTO MANUFACTURER, REFER TO ARCHITECTURAL DWGS. ARCHITECTURAL DWGS. 4X4 WD. COLUMN 4X4 WD. COLUMN RE: SEE PLAN FOR LOCATION RE: SEE PLAN FOR LOCATION (2)5/8"0 THRU-BOLT I 2X6 PLASTIC LUMBER I I 2XG PLASTIC LUMBER DECKING I TYPICAL DECKING. SEE PLAN FOR LOCATION W/ 2XG J015T at I G" o.c. MAX. (2)5/8"0 THRU-BOLT 2X I 0 FASCIA BOARD 2X10 SIMP50N LU52G EA. END TYP. LION. SEE PLAN FOR LOCATION W/ TYPICAL F THRU-BOLT SIMP50N LU52G EA. END TYP. UON. RAILING RAILING PER POST TYPICAL 2X 1 O FASCIA BOARD CONNECTIONS BY RAILING (2)5!8 0 THRU-BOLT MANUFACTURER, REFER TO �Lr PER P05T TYPICAL ARCHITECTURAL DWGS. FINISH GRADE FINISH GRADE N !/NN I\ �\\��\\�/\\//\\ \\�/\\//\\�/\\. ;g; INN I\1\\� ;g; \JINN ;g; \\!/\\!/\\!/\\!/\\!�\�!/\\!/\\!/\\!/\�!/\ ;I; \\/�\\�/\ IMP50N A5U44 2= rIRDFR EACH SIDE 2XGIGIRDER EACH SIDE TYPICAL U.O.N. lkDECK d OF 4X4 COLUMN a d' N`N— 51MP50N ABU44 TYPICAL U.O.N. OF 4X4 COLUMN 51MP50N ABU44 TYPICAL U.O.N. a A d 2' O„ 0 I f 2 2'-O" SQUARE x I O" THICK 2' O" SQUARE x 10" THICK FOOTING PAD W/ 345 FOOTING PAD W/ 345 BARS E.W. BOTTOM BARS E.W. BOTTOM 1 SECTION AT WALKWAY RAMP 3/4"=1'-0" 4X4 WD COLUMN RE: SEE PLAN FOR LOCATION — RAILING * RAILING CONNECTIONS BY RAILING MANUFACTURER, REFER TO - ARCHITECTURAL DWG5. gk DECK 2XG PLASTIC LUMBER — DECKING w/ 1/4" MIN. SPACING BETWEEN PLANKS -SECURE w/ RE51N-COATED SCREWS POST BASE, RE: 4/54.3 - (GALVANIZED OR 5TAINLE55 STEEL) TRAPEZOIDAL CONC. PIER ON CONC. PTG. PAD -REIN FORCE w/ (4) #5 VERT. DOWELS EMBEDDED IN FTG. ° -PROVIDE (3) #3 HOOP TIES Aa . EQUALLY SPACED AT 8" 2'-G" 5Q. x P-O" DEEP c (4) #5 BOTT'. EACH WAY 3 SECTION AT EXTERIOR TERRACE 3/4"= 1 '-0" 5/8"0 THRU-BOLT TYPICAL CONT. FASCIA SEE PLAN PROVIDE SOLID BLOCKING_- BOTH DIRECTIONS AROUND GUARDRAIL P05T END -SECURE POST AND BLOCKING TO GIRDERS EACH 51DE 4X4 WD. COLUMN RE: SEE PLAN FOR LOCATION W/ (2) %"0 THRU BOLTS PER LOCATION 2XG PLASTIC LUMBER DECKING 2X8 JOIST BEYOND SIMPSON HU528 PACE -MOUNT J015T HANGER AT DEL 2X 12 GIRDER DBL 2X 12 GIRDER 2 DETAIL AT DECK EDGE / GUARDRAIL 3/4"= P-0" 5/8"0 THRU-BOLT N 2x 10 CONT. W/ (3) TYPICAL RbWS OF I Od NAILS @ G" OF. MAX. TO EXISTING 2x 10 \ EXIST. GXG WD COLUMN I I DIA. TYP. LWTEL BEAM NOTE: FOR BEAM CORNERS AT ENDS OF WALL5 (FOR EXAMPLE IN THE VERTICAL PLANE) HOOK BEAM RESNF. DOWN INTO CONC. COL. OR PILLED CELLS IN SIMILAR MANNER AS IN HORIZONTAL PLANE 5 TYP. WALL INTERSECTION DETAIL N.T.S. EXIST. 2X8 JOIST at I G" o.c. 1 2X5 JOIST at 16" o.c. 2X8 JOIST at J G" o.c: 2X8 JOIST at I E' o.c W/SIMPSON LU528 EXIST. TRAPEZOIDAL CONC. 51MP50N LU528 FACE -MOUNT SIMPSON LU528 FACE -MOUNT AT EA. END PIER ON CONC. FTG. PAD JOIST HANGER AT DBL 2X 10 I J015T HANGER AT DBL 2X 10 ° GIRDER FINISH GRADE ° DETAIL DENOTES PIPE THRU STEM WALL. GROUTED SOLID AROUND PIPE SLEEVE SLEEVE SHALL BE 2 51ZE5 LARGER THAN m PIPE PASSING THRU. e 51MP50N ABU44 :: SIMP50N ABU44 SEE FOUNDATION PLAN ` TYPICIAL LLO.N. TYPICAL U.O.N. ° FOR REBAR QUANTITY. . . . d ° . a° a. b A c f. d n a i, . d CONC. FOOTER • (SEE FOUNDATION d •` . PLAN FOR SIZE). PIPE THRU-CMU STEM WALL N.T.S. RAILING # RAILING CONNECTIONS BY RAILING 4X4 WD. COLUMN MANUFACTURER, REFER TO VERTICAL REINFORCING — ARCHITECTURAL DWGS. RE: SEE PLAN FOR LOCATION W/MATCHING DOWELS IN 5IMP50N LU528 FACE -MOUNT 3/4" T#G PLYWOOD FOUNDATION. SEE PLAN DECKING w! 1/4" MIN. JOIST HANGER AT 2X 12 FLOORING (2)518"0 THRU-BOLT I I 2XG PLASTIC LUMBER RIM JOIST FOR 51ZE AND LOCATION TYPICAL SPACING BETWEEN PLANKS' 2X 12 RIM J015T CONT CENTERED IN DELL SEE PLAN FOR LOCATION W/ -SECURE w/ RESIN -COATED 4 2X 12 SOLID BLOCKING 2XG PLASTIC LUMBER SIMP50N L 52G EA. END TYP. LION. SCREWS AT J015T ENDS 2X 10 FASCIA BOARD DECKING 2XG J015T at I G" ox. GROUT FILLED CELL PLACE - TYPICAL SIMPSON LU528 FACE -MOUNT \—'2XS JOIST at I G" o.c. I 2XG GIRDER EACH 51DE I JOIST HANGER AT 2-2X 12 OF 4X4 COLUMN FINISH GRADE ZX 10 FASCIA BOARD PINI5H GRADE \/\/\/\/ \/\/\ \/\/\ \/\/\ \ \ \ \ \ \ //\//\//\//\//\//\//\//\//\//\//\//\//%//\//\�%\//\//\//\//\ \,\,\\,�\,\�,�\\\,.\,\\,�\,\\,�\ :I: ,\\,\\,�1t�( TYPICAL U.O.N. TYPICAL U.O.N. a d da O a ..a d d° a a. ♦ 2,10" 2'IQ" 4 SECTION AT WALKWAY RAMP / VERANDA 3/411= I'-0" AND CONSOLIDATE GROUT FIN. FL IN 4 FOOT LIFTS x -- -- RPF.O'-0° 2X 12 JOIST at 10 o.c. MORTAR GP055 WEBS 4, kM. ADJACENT TO FIRED CELLS a m d � ° d a m J U 2X8 P.T. PLATE CONT w/ 5/8"0 A307 A.1325 SPACED AT 32" o.c. MAX. 8" CMU BEARING WALL w/ #5 VERT. DOWEL EMBEDDED IN FTG. w! STD 900 BEND AT 4'-0" O.C. MAX. CONC. WALL FfG. 2'-O" WIDE x P-O" DEEP (3) #5 BOTT. CONT. 4 #5 @ I G" O.G. MAX. S C.M.U. C. PLACE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) 8"x8"BOND BEAM, W/ 2-#5'5 BAR5 CONT SET FIRST COURSE IN FULL MORTAR BEDDING FOUNDATION CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS FOR WALLS OVER 48" HIGH ,tttttlllll/i/JJJ gOWE/y 7 TYPICAL MASONRY CONSTRUCTION N .T.s W = .. W ;� Z o: z� `V F ,g0FE5s�p� THE I LPA GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer. Checked by: J.F. F.B. Technician: ProjectlNumber 132140 Notes BOWEN ENGINEERING CORPORA TELEPHONE+ 407--42y-75B5 1528 VASSAR 07" 7=r ORLANDO, FL 32804 E88026 FEDER/CO J. BtOWEN P.E. 0 38153 THESE PLANS AND ALL'PR POSE© WORK ARE SUBJECT TO ANY CgPAgCTIONS REQUIRED BY PIEL© INSP C*RS THAT M-%Y BE NECE96ANYIN ORuER TO COMPLY WITH ALL APPLICABLE CODES, PERMIT SET (PERMIT REVIEW UPDATES 10/24/21014) U 0- REVISIONS No. Description Date By 1 Project Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA FOUNDATION DETAILS & SECTIONS 190 FEBRUARY 2014 Number: S-2.2 7 (2) 2x6 TOP PLATE W/ SIMPSON - SPG AT EVERY STUD SIMPSON A35 FRAMING ANGLE EA. END OF 2X LET-IN/LOOKOUT AND BLOCKING OVER END TRUSS C. WOO 5FRA IN I G" WALL WOOD FRAMING WALL LOUVER REFER TO ARCHITECTURAL DWGS. 51MP50N VPA2 51MP50N 112.5A - 2x4'5 @ 24" O.C. MAX. ROOF SHEATHING AND P.E.W.T. AT 24" D.C. REFER 2x4's @ 24" O.C. MAX. NAILING REQUIREMENTS 51MP50N H2.5A —SIMPSON H2.5A TO ROOF FRAMING PLAN SEE STRUCTURAL NOTES. FOR EXACT LOCATION (TYP) 51MP50N H2. —51MP50N A34 IIII 1I6I 1I1I IIII IIII IIII 1I1I IIII IIII II I It II II II 11 II II11 II II 11 I 11 11 11If 11 11 II II 11 II II 11 II II II II 11 I 11 IIII 11 I I11I 11 I IIII IIII IIII IIII IIII I11I 11 1II1 IIII fIiI lIlI 11 11II II 11 11 II II II 1111 1111 1 II II 11 11 II 11 II 11 11 1 11 II II II 11 II 11 11 II 11 II 11 11 II If 11 II II II 11 II fill 11II II 11 II II 11 11 II 11 II 11 II II it II II 11 II II II 11 II 11 II 11 it II II II II 11 It 11 II II 11 11 11 II II II 11 11 II it II II II II 11 II 11 11 II II 11 II II II 11 If II 11 11 11 11 II 11 II II II fill 11 II II II II 11 11 11 1 11 II II II 11 11 11 II II 11 II II II II 11 II 11 1111 11II If 11 11 If 11 11 1II II II II 11 II II II II 1 lilt 11 I if It 11 11 11 11 11 11 111 II it PROVIDE Bi OCKING @ 2'-D' O.C. MAX. fill TO BOTTOM CHORD OF TRU55 (5) 2XG J015T RAFTERS fill BAYS AS SHOWN at I G" o.c. TRU55 MANUFACTURER TO CHORD. W/ I a TRUSS GIRDER TO FOLDABLE DOOR, 5IMP50N L550 FOLDABLE DOOR MANUFACTURER FOR a COORD. WI ARCHITECTURAL DRAWINGS SIMPSON SIMPSON MT51 G WEIGHT AND REACTIONS TO TRUSS / u II \ FOR HEIGHT AND EXACT LOCATION 51MP50N MT51 G H2.5A BOTTOM CHORDS BOT. OF TRUSS n T.O.WD. BM. 1 8'-1 I" A.F.F. I COORD. WI ARCH. DWGS (2) 2x6 TOP PLATE W/ SIMPSON 5PG AT EVERY STUD \ �!`` f . �,-��° (2) 2xG TOP PLATE Wl WOOD BEAM FOR CONNECTIONS FROM FOLDABLE °� �� / I I I ; SIMPSON 5PG AT EVERY STUDIf (2) 2xG TOP PLATE W/ 5IMP50N 5PG AT EVERY STUD 51MP50N A35 FRAMING ANGLE EA. END OF A LET-IN/LOOKOUT AND 1LOCKING OVER END TRUSS 2xG'5 5YP#2 @ I G" O.C. WOOD FRAMING WALL LOUVER REFER TO ARCHITECTURAL DWGS. — 51MP50N VPA2 SIMPSON 112.5A 2XG J015T RAFTERS at I G" o.c. 5IMP50N H2.5A / /—SIMP5ON L550 REFER TO ROOF EXTERIOR WALL SHEATHING SEE DOOR TO TRU55 SUBMIT SIGNED 4 i i i 1 \ �— WOOD BEAM FRAMING PLAN STRUCTURAL NOTES FOR SIZE 4 SEALED CALCULATIONS POP, APPROVAL I 2-2x8 CONTINUOUS W/ REFER TO ROOF NAILING REQUIREMENTS FOLDABLE DOOR ?(. FOLDABLE :DOOR 1 SIMPSON L5TA24 W/3-IOd FRAMING PLAN 2xG'5 5YP#2 @ I G" O.C. CONNECTIONS BY OTHERS (4.25 PSF) I I NAILS ON EACH SIDE @ 2'-0" WINDOW UNIT RE: 2XG PLASTIC WOOD FRAMING WALL W/ I 1 O.C. MAX. TO TRU55 GIRDER 3/54. I 2XG PLASTIC LUMBER DECKING 2xG BLOCKING @ MID SPAN ; UMBER DECKING GxG WD. COLUMNSIMPSON 2X8 J015T at I G" 51P5N MT51 G 3/a' TIG PLYWOOD FLOORING L550 AT EVERY STUD 2CNBOTTOM PLATE 2X 12 JOIST at I G" o.c. REFER TO STRUCTURAL NOTES FW;/'�I'Oc�INAL1_5 @ 4" O C `MAX FOR NAILING PATTERN I SIMPSON L550 AT EVERY STUD t \ % 2x6 CONT. BOTTOM PLATE / 2X8 JOIST at GxG WD. COLUMN o.c. STAGGERED TO 2-2z12 BELOW �� ---� W/I Od NAILS @ 4 O.C. MAX. .STAGGERED TO 2-2x 12 BELOW , I G o.c. 2X 1 2 FASCIA 2X 10 FASCIA BOARD FINISH _ PROVIDE 2x 12 BLOCKING @ I G" PROVIDE 2x 12 BLOCKING @ I G" BOARD GRADE O.C. MAX. LAST BAY 2X 12 JOIST at I G" o.c. O.C. MAX. LAST BAY FINISH GRADE ' 51MP5ON L5TA24 W/ (4)Y4"O x 8" CMU BEARING WALL w/ #5 SIMPSON L5TA2 W 4 / (4) 4"0 x VE T. DO I -Y;' LONG TAPCONS TO CMU R DOWEL EMBEDDED IN CONCRETE FOOTING CONCRETE FOOTING �, I -Y4 LONG TAPCONS TO CMU. EXTERIOR BEARING PIER @ 0-0" O.C. MAX: FTG. wl 5TD 900 BEND AT BEYOND SEE FOUNDATION BEYOND SEE FOUNDATION @ 2'-0" O.C. MAX. TRAPEZOIDAL CONCRETE PIER C.I.P. EXTERIOR BEARING PIER 4'-O" O.C. MAX. PLAN FOR SIZE AND PLAN FOR SIZE AND 51MP50N HU52 COLUMN FOOTING SEE FOUNDATION TRAPEZOIDAL CONCRETE PIER C.I.P. 5IMP50N HU528 LOCATION LOCATION FACE -MOUNT J015T PLAN FOR 51ZE AND LOCATION COLUMN FOOTING SEE FOUNDATION FACE -MOUNT J 152 BUILDING SECTION HANGER AT2-2X12 PLAN FOP 51ZE AND LOCATION HANGER AT I /4"=1'-0" ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES. 51MP50N MT512 12 51MP50N VPA2 G 51MP50N L550 AT EVERY TRU55 5IMP50N H2.5A 12 30 2XG J015T RAFTERS at I G" o.c. 51MPSON 12 T.O.WALL H2.5A 3 � 10'-4" A.F.F. �T.O.WD. BM. (2) 2xG TOP PLATE W/ 51MP50N 8'- I 1 " A.F.F. 5PG AT EVERY STUD SIMPSON L550 EXTERIOR WALL SHEATHING SEE WOOD BEAM STRUCTURAL NOTES FOR SIZE d REFER TO ROOF NAILING REQUIREMENTS FRAMING PLAN 2xG'5 SYP#2 @ I G" O.C. WOOD FRAMING WALL W/ 2xG BLOCKING @ MID SPAN 2XG PLASTIC 51MP50N MT51 G LUMBER DECKING GxG WD. 51MP50N L550 AT EVERY STUD COLUMN 2X8 JOIST at 2xG CONT. BOTTOM PLATE I G" O.C. Wl I Od NAILS @ 4" O.C. MAX. STAGGERED TO 2-2x 12 BELOW 2X 12 FASCIA BOARD 2X 1 2 BLOCKING FINISH EXTERIOR BEARING PIER GRADE T @ MID SPAN TRAPEZOIDAL CONCRETE PIER C.I.P. COLUMN FOOTING SEE FOUNDATION = 'T7' PLAN FOR SIZE AND LOCATION 51MP5ON U2G 51MP50N L5TA24 8" CMU BEARING WALL wl #5 FACE -MOUNT J015T W/ (4)Y4'O x I -Y4:' VERT. DOWEL EMBEDDED IN HANGER AT 2-2X 12 LONG TAPCON5 TO FTG. W/ STD 000 BEND AT CMU @ 2'-0" D.C. 4' O" O.C. MAX. MAX. 2 BUILDING SECTION 1 /4"= 1 '-0" THE I LPA GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: J.F. F.B. Technician: Project Number: 132140 Notes: BOWEN ENGINEERING CORPORATION TELEPHONE-- 407-423-7585 1528 VASSAR 1371173EET 019LAND0, FL 328CM EEM26 FE®EMCO U 80hVEN P.E. M 38153 PERMIT SET (PERMIT REVIEW UPDATES ,. 10/24/2014) 4xG WD. POST ON TOP OF WD. (2)13/y x I G" LVL 2xG'5 @ I G" O.C. MAX, BM. W/ (2) 51MP50N HT520 CONVENTIONAL ROOF LVL CANTILEVER LAM RIDGE BM. � i TOP I BOTTOM CONNECTION OVERBUILT Wl SIMPSON F1 LU52G TO RIDGE BEAM pv . . y % %: . �f� � �/ � � � �f � � � IF Jf PIG4 BACt$ li I li 11 II II II II I II I fl 1 II II I II. PRE-I£NGINEffRED WOOD II II II JI 11 11 I II II It II II REVISIONS -11 TRUy15E5 01 24" CIIC. MA ,. II II II II 11 1 Ip 5 I G C. II ) II 1 I II II 11 If If I 11, II � X. 11 III ISTING WOONo. Description Date!Z11 BYII II II I IIII 11 1 I1 TRUSSES121 II 11 11 11 If 1 K E LL II 0 II 11 1 If 11 II 1 1 II 11 II '11GII If 11 II I If II 1 II II 11 IIII II II II II II II II p II ,,' LI GxG WD. - POS OII II 1 HTSZO TOP. If , 12 11 II 9IMP5dN 558 AT p 1 11 CONNECTION `z33 11 11 ppVERY rU5511 It 1 11 1 11 11 1 ' P.E.W.T. AT 24" O.C. REFER If II If' It II 1 11 11 II T.O.WD. BM. _® TO ROOF FRAMING PLAN I II It 11 1 I II I II 1 2'-O' A.F—.F.11 It I II II " FOR EXACT LOCATION (TYP) O. WALL Il II I II � , FIELD VERIFY" �I O'-4" A.F.P. li I 1 Project Name: Gx 12 WD. BEAM 1 �' �DO NOT GUT IXISTING (2) 2xG TOP PLATE W/ SIMP50N j I MEMBERS, IF ANY 5PG EVERY STUD 5IMP50N MTS12 1 1 INTERFERENCES NOTIFY SAVANNAS PRESERVE 51MP50N VPA2 l I THE ENGINEER OF RECORD j FOR NEW DETAILS STATE PARK EDUCATION DOOR HEADER, REFER TO I -�,xG WD. P05T BEYOND CENTER ADDITION TAG PLYWOOD FLOORING 2x4's 5YP#2 @ I G" O.G. ROOF FRAMING PLAN FOR ( I I W/ (2) SIMPSON HT520 REFER TO STRUCTURAL NOTES SIZE AND LOCATION FOR NAILING PATTERN I I TOP * 5IMP50N CBGG 1 I BOTTOM CONNECTION 2X 12 JOIST at I G" o.c. I t PORT ST. LUCIE, FLORIDA DOOR UNIT, RE: ARCH. I 1 LANS 1RND ALL PROPOSE® INORIC [51MP50N HU528 FACE -MOUNT DWGS i I 7;'1"2 P Drawing Name: IST HANGER TYP. 2X 12 FASCIA BOA W) (3) I i APiE SUBJECT TO ANY CORRECTIONS FINISH FLOOR 2XG PLASTIC ROWS OF I Gd NAI @ G' O.0 1 1 RE: 4/54.3 LUMBER DECG MAX. TO EXISTING x 10 (F:V.) 1- I RG©UIRBD BY FIELD RdSPHC'NRS THAT KIN I l GRAY BE NECE96MY IN ORDER TO F RAM L N G 1 1 COMPLY WITH ALL APPLICABLE CODES. DETAILS �+ p �+ ("` 13/a'x 1 17/g" LVL LAM 2X 12 BLOCKING 2X8 JOIST at 12" 5QR. CMU ®C 1 AI LJ OI J E-°-iT l ®N S @ MID SPAN I G" O.C. PILASTER 12" 5QR. CMU 2X8 P.T: PLATE CONT. w/ SIMPSON U2G ' ' PILASTER EXISTING 5/8"0 A307 A.B:'s SPACED FACE -MOUNT JOIST FOOTING FAA A.I.P. PROJECT NUMBER: AT 32" o:c. MAX. HANGER AT 2-2X 12 CONCRETE FOOTING SEE EXISTING- NEW INTERIOR CONCRETE PIER W/ FOUNDATION PLAN FOR NEW EXISTING FOOTING GxG WD. POST P.T. REFER TO �1t1U17 51ZE AND LOCATION FOUNDATION PLAN FOR SIZE I °``\\\g�1NEN ��,, ENGINEER OF RECORD LOCATION ` ' ). .. ✓ O V ' 0S ;•(�� Date: e fir: V� ^��o�. Z = FEBIRUARY 2014 Scale: 6 R.. FES5 � O.. / \ \ .� Drawing Number OCT�y. 2 201 S-4.0 ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES, P.E.W.T. AT 24" O.C. REFER TO ROOF FRAMING PLAN FOR EXACT LOCATION (TYP) 51MP50N MT512 51MP50N VPA2 51MP50N H2.5A 2XG J015T RAFTERS at I G" O.C. 51MP50N H2.5A (2) 2xG TOP PLATE W/ SIMP50N 5PG AT EVERY STUD T.O.WD. BM._ B.O.WBM. 8'- I 1 " A. F.F. 8'- I I " AD. . F. F. I I I WOOD HEADER REFER TO WOOD BEAM REFER TO I ROOF FRAMING PLAN WOOD P05T BEYOND BEARING STUDS BEYOND REFER ROOF FRAMING PLAN I ! REFER TO FLOOR PLAN TO FLOOR PLAN FOR SIZE L j FOR 51ZE 4 LOCATION I I LOCATION 3/a" T*G PLYWOOD FLOORING I 2XG PLASTIC REFER TO STRUCTURAL NOTES LUMBER DECKING I I FOR NAILING PATTERN 4x4 WD. 2X 12 FASCIA BOAgD' I I 2X 12 J015T at I G" o.c. COLUMN' I SIMP50N U2G I I 5/8"0 THRU 2XG J015T at I G" c, ' FACE -MOUNT JOIST I SIMPSON U28 FACE -MOUNT BOLT TYPICAL TYPICAL I I HANGER AT 2 2X 12 j J015T HANGER TYP, I FI� 2X 12 FASCIA P�F, O�_p" BOARD FINISH GRADE SIMPSON CB44 TYPICAL U.O.N. 2X8 JOIST at CONCRETE FOOTING 5EE I G" o.c. FOUNDATION PLAN FOR SIZE AND LOCATION CONCRETE FOOTING SEE 8° CMU BEARING WALL w/ #5 2X8 P T PLATE CONT. w/ FOUNDATION PLAN FOR VERT. DOWEL EMBEDDED IN 5/5"0 A307 A.B.'5 SPACED SIZE AND LOCATION FTG. w/ 5TD 900 BEND AT AT 32" o.c. MAX. 4'-0" O.C. MAX.. PARTIAL BUILDING SECTION 1 /4"=1 '_0 ROOF SHEATHING AND — NAILING REQUIREMENTS SEE STRUCTURAL NOTES. 51MP50N MT512 12 51MP50N VPA2 6 51MPS0N L550 AT EVERY TRUSS 51MP50N H2.5A 2XG J015T RAFTERS at I G" o.c. SIMPSON H2.5A 12 T.O.WALL 3 � I n-_a�� 4 F F `12 3 T.O.WD. BM. (2) 2xG TOP PLATE W/ SIMPSON 8'- I I- A.F.F. 5PG AT EVERY STUD SIMPSON L550 EXTERIOR WALL SHEATHING SEE WOOD BEAM STRUCTURAL NOTES FOR 51ZE 4 REFER TO ROOF NAILING REQUIREMENTS FRAMING PLAN 2xG'5 5YP#2 @ I G" O.C. WOOD FRAMING WALL W/ 2xG BLOCKING @ MID SPAN 2XG PLASTIC SIMPSON MTS 1 G LUMBER DECKING SIMPSON L550 AT EVERY STUD 2X8 JOIST at 2xG CONT. BOTTOM PLATE' 16" o.c. WIIOd NAILS @ 4" O.C. MAX. STAGGERED TO 2-2x 12 BELOW 2X 12 FASCIA BOARD FINISH 2X 12 BLOCKING GRADE @ MID SPAN 51MPS0 U2G 51MP50N L5TA24 8" CMU BEARING WALL w 5 FACE -MOUNT J015T Wl (4)Y4"0 x I -Y4' VERT. DOWEL EMBEDDED IN HANGER AT 2-2X 12 LONG TAPCON5 TO FTG. w/ STD 90" BEND AT CMU @ 0-0" O.C. 4'-0" O.C. MAX. EXTERIOR BEARING PIER MAX. TRAPEZOIDAL CONCRETE PIER G.I.P. COLUMN FOOTING SEE FOUNDATION PLAN FOR SIZE AND LOCATION BUILDING SECTION 1 /4"= I I-0" 2 P.E.W.T. @ 24" OC SEE ROOF FRAMING PLAN — (2) 2xG TOP PLATE W/ SIMPSON 5PG AT 32" O.C. — HEADER SEE PLAN — 2xG BEARING WALL SEE PLAN SIMP5ON SPG'5 AT BOTTOM OF WINDOW OPENING AS SHOWN` 2xG CONT. BOTTOM PLATE W/ I Od NAIL5 @ 4" O.C. MAX, STAGGERED TO 2-2x1� BELOW 2x 12 @ I G" O.C. MAX. 8" CMU BEARING WALL w/ #5 VERT. DOWEL EMBEDDED IN FTG. w/ 5TD 00" BEND AT 4'-0" O.C. MAX. P.E.W.T. AT 24" O.C. REFER / TO ROOF FRAMING PLAN FOR EXACT LOCATION (lYP) 12 -zz:�G P.E.W.T. @ 24" OC SEE 51MP50N MT512 ROOF FRAMING PLAN SIMPSON L550 AT EVERY TRU55 12 a3 51MP50N VPA2 (2) 2xG TOP PLATE W/ SIMP50N 5PG AT 32" O.C. �o WALL N L I10'-4 A.F.F: (335 Ib PIZ (335 Ibs MORIZ CAPACITY) HEADER (2) 2xG TOP PLATE W/ 51MP50N T.O.WD. BM. & SEE PLAN 5PG EVERY STUD 6-1 1 A.F.F. 5IMP50N —WOOD BEAM REFER TO H2.5A I [. ROOF FRAMING PLAN 3/4' T*G PLYWOOD FLOORING 2xG'5 5YP#2 @ I G" O.C.' I i ` WOOD P05T BEYOND REFER TO 2xG BEARING REFER TO STRUCTURAL NOTES WOOD FRAMING WALL W/ I FLOOR PLAN FOR SIZE 4 LOCATION WALL SEE PLAN FOR NAILING PATTERN 2x6 BLOCKING @MID SPAN EXTERIOR WALL SHEATHING SEE I STRUCTURAL NOTES FOR SIZE f - 2X 12 JOIST at I G" o.c. I I NAILING REQUIREMENTS 51MP50N LU528 FACE MOUNT SIMPSON MT51 G , I 2XG PLASTIC RAILING 4 RAILING CONNECTIONS AT AT s ' SIMPSON SPG JOIST HANGER TYP. 2xG CONT. BOTTOM PLATE LUMBER DECKING BY RAILING MANUFACTURER, REFER BOTTOM OF OPENING AS SHOWN FINISH FLOOR W/IOd NAILS @ 4" O.C. MAX. STAGGERED TO 2-2x 12 BELOW 2X8 JOIST at TO ARCHITECTURAL DWGS. J 6" O.C. 2xG CONT. BOTTOM PLA 16 2X12 FASCIA WIIOd NAIL5 @ 4" O.C. I %"x 1 17/8' LVL LAM 2X 12 BLOCKING :- BOARD FINISH MAX. STAGGERED TO 2-2x 12 BELOW @ MID SPAN GRADE 12" SQR. CMU 2X8 P.T. PLATE CONT. w/ 4 EXTERIOR BEARING PIER 2x 12 @ 16" O.C. M, PILASTER 5/5"0 A307 A.B.'s SPACED AT 32" MAX. 7 TRAPEZOIDAL CONCRETE PIER C.I.P. CONCRETE FOOTING o.c. SIMPSON U2G COLUMN FOOTING SEE FOUNDATION SEE FOUNDATION PLAN FOR FACE -MOUNT JOIST PLAN FOR SIZE AND LOCATION HANGER AT 2-2X 12 51ZE AND LOCATION 8" CMU BEARING WAIL w, VERT. DOWEL EMBEDDEC FTG. w/ STD 900 BEND Al 4'-0" O.C. MAX. SIMP50N 5P2'5 51MP50N 5PG'5 \-\—(2) 5IMP50N —� L5TA30 (T)P) SEE PLAN WINDOW--"'e OPENING 51MP50N A34 TYPICAL -, -- -w. _ TPIU22 THE BEARING V LPA IL GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 2xG5 BRG. STUDS AT EA. Designer. Checked by' — SIDE SEE PLAN FOR J.F. F.B. NUMBER AND LOCATION Technician: Project Number: 132140 Notes: = TOE NAIL BOWEN ENGII�►EERING FINISH FLOOR 2 `T CORPORATION — 2x 12 BLOCKING TELEPHONE 407-•423-7585 1528 VASSAR STREET ORLANDO, FL 32804 EE5026 FEDERIOO U. 6NDW,EN P.E. # 38153 WINDOW SILL SCHEDULE (TOP * ROT.): FOR WINDOW OPEN ING5`UP TO 5'-0" IN WIDTH USE 2xGSYP #2 FOR WINDOW OPENINGS UP TO 7'-0" IN WIDTH USE (2) 2xG SYP #2 FOR WINDOW OPENINGS UP TO 10'-0" IN WIDTH USE (3) 2xG 5YP #2 3 TYPICAL WINDOW OPENING FRAMING DETAIL 1 /2"=1 '-0" THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS REOUIRPO BY FIELD INSPECTORS THAT ICY BE NECE96MY IN MrkR TO COMPLY WITH ALL APPLICAF1 - TRU55 SEARING 2x45 BRG. STUDS AT EA. SIDE SEE PLAN FOR NUMBER AND LOCATION II5H FLOOR_ Ix 1212 BLOCKING ttttllll)//J7� lao 4 FYPICAL DOOR OPENING FRAMING DET,�.•SE •••.' 1/2 0` � F4 v •� JC OCT 2 2 2014 PERMIT SET (PERMIT REVIEW UPDATES 10/24/21014 ) F, "L r- . REVISIONS No. Description Date By Project Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA FRAMING DETAILS & SECTIONS ENGINEER OF RECORD FEBRUARY 2014 Number: � S®T. 1 GX 12 WD. BEAM CONNECTORPL 1/4" AT INSIDE FACE OF COLUMN BEAM AND KNEE BRACING -SEE 5HT 54.3 FOR DETAILS / GXG KNEE BRACE J AT 450 SLOPE 4"_W :i 3/4"0 THRU BOLT, TYP. w/ O.S. WASHER ON WOOD 3/4"0 THRU BOLT TO GX 12 BEAM -COUNTERSINK AS REQUIRED GXG KNEE BRACE AT 450 SLOPE GxG WD. COLUMN 1 KNEE BRACING DETAIL 3/4"= 1 '-0" (2) 2xG TOP PLATE W/ 51MP50N 5PG AT EVERY STUD SIMP50N A35 FRAMING — ANGLE EA. END OF 2X LET-IN/LOOKOUT AND BLOCKING OVER END TRU55 2XG STUD WALL FRAMING Iu1 at I G" o.c. w/ 2XG BLOCKING at MID SPAN w/ 1/2" COX ROOF SHEATHING AND PLYWOOD EXTERIOR SHEATHING NAILING REQUIREMENTS SEE LOUVER REFER TO STRUCTURAL NOTES. ARCHITECTURAL DWG5. 51MP50N L350 2XG RAFTERS @ I G"o.c. SIMPSON 1-12.5A—_� -NOTCH FOR FULL HURRICANE TIE BEARING AT BEAM EACH RAFTER GX 12 WD. BEAM SEE PLAN FOR 51ZE RAFTER BRG. Ak A.F.F. Y 51MP50N H2.5A # L550 HURRICANE TIE EACH RAFTER GXG KNEE BRACE AT 450 SLOPE GxG WD. COLUMN 2'-0" GX 12 WD. BEAM GX 12 WD. BEAM 3/4"0 THRU BOLT, TYP. w/ 0.5. WASHER ON WOOD CONNECTORPL 1/4" 3/4"0THRUBOLT AT INSIDE FACE OF COLUMN TO GX 12 BEAM BEAM AND KNEE BRACING o -COUNTERSINK AS REQUIRED SEE 5HT 54.3 FOR DETAILS GXG KNEE BRACE AT 450 SLOPE GXG KNEE BRACE AT 450 SLOPE GxG WD. COLUMN a�KNEE BRACING DETAIL AT CORNER 3/4"=1 '-0" ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES. 2X4 LET -IN F@ 24" O.C. 51MP50N A34 51MP50 A H2.5A PREFAB. �-51MP50N MT51G SCI550RTRU55 Ak TRU55 BRG. 5IMP50N VPA2 HEADER -SEE PLAN OL HEADER I" A.F.F. 4 SECTION AT GABLE END I LEAN-TO ROOF ( NO END TRU55 ALLOWED AT GABLE) )N L5U2G STUD WALL FRAMING RIDGE BEAM. ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES. SIMPSON MTS 1 2 AT EACH RAFTER TOP 6 EA. BLOCKING BOT. 5IMP50N L5TA9 NAIL DECKING @ VALLEY 2x4'5 @ I G" O.C. MAX. KNEE 3" O.C. TO BLOCKING. WALL REFER TO ROOF FRAMING PLAN FOR LOCATION a 0 WOOD TRU55 TOP CHORD. WOOD TRU55 TOP CHORD. RAFTERS O'-20' SPAN 2xG W/ 4-1 2D EACH END 2x4 BLOCKING @ VALLEY W/ OVER 20' 2x8 W/ G-i 2D EACH END. 2-1 2D NAILS EACH END TO ROOF SHEATHING. TRU55 W/ 5IMP50N W524 EA. END 8 CONVENTIONAL FRAMING DETAIL N.T.S ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES. 2XG RAFTERS @ I G"oc. -NOTCH FOR FULL BEARING AT BEAM 51MP50N H2.5A GX 12 WD. BEAM 6X6 KNE BRACE 2'-O" BEL(COLUMN BELOWW (DASHED) ROOF RAFTER ABOVE CUT GX 12 WD. BEAMS ON 450 MITER TO t0ATCH GX 12 WD. BEAM FLUSH OVER GXG qOWMN (SIMILAR BOTH DI CTIONS) 3/4"0 THRU BOLT, TYP w/ 0.5. WASHER � D CONNECTOR PLI/4" AT INSIDE FACE OF COLUMN BEAM AND KNEE BRACING GX 12 WD. BEAM 3 PLAN AT CORNER BEAMS 3/411= 1 '-0" 2X BLOCKING EACH PREFAB. TRU55 SPACEw/ SCISSOR TRU55 BOUNDARY NAILING 51MP50N MT51 2 TRU55 12 CONNECTOR` 6 �/ SIMPSON H2.5A HURRICANE TIE EACH RAFTER i 12 Alk TRUSS BRG. GX 12 BEAM, TYP. RAFTER BRG. OL +8'- I 1" A.F.F. rp 3/4"0 THRU BOLT TO GX 12 BEAM -COUNTERSINK AS REQUIRED GXG KNEE BRACE AT 450 SLOPE GxG WD. COLUMN 5 SECTION AT PORCH ROOF CORNER 3/4"= 1'-0" �+ 10-4 A.F.F. 51MP50N VPA2 _ HEADER -SEE PLAN OL HEADER ROOF SHEATHING AND NAILING REQUIREMENTS SEE STRUCTURAL NOTES. 2XG RAFTERS @ I G"o.c. -NOTCH FOR FULL BEARING AT BEAM GX 12 WD. BEAM — `— STUD WALL FRAMING 3/4"0 THRU BOLT, T w/ 0.5. WASHER ON SHEATHING AS PER STRUCTURAL NOTES 2x4 BETWEEN STUDS. BUILDER TO PROVIDE IYz" MIN BRG FOR SHEATHING TO EACH PLY AND NAILS AND SPACING AS REQUIRED IN STRUCTURAL NOTES BRG WALL, SEE PLAN SHEATHING LAP N.T S. 2X BLOCKING EACH TRU55 SPACE w/ BOUNDARY NAILING SIMPSON H2.5A HURRICANE TIE EACH RAFTER 5IMP50N VPA2—� HEADER -SEE PLAN RAFTER BRG. A.F.F. SIMPSON H2.5A D D a� GXG KNEE BRACE AT 450 SLOPE ~' -- GxG WD. COLUMN u� 4L �— 6 SECTION AT PORCH ROOF AT STOREFRONT 3/4"=1'-0" PREFAB. SCISSOR TRU55 12 6 +10'-4" A.F.F. 51MP50N MTS 12 TRU55 CONNECTOR SIMPSON PC4G P05T CAP THESE PLAN; AND ALL PROPOSED�I ' ARE SUBJECT TO ANY COBAECTI( REOUIRal) BY FIELD INSPIC'MDRS'. EXTERIOR WALL SHEATHING MAY BE NECEBQA'RY 110 CIATAF REFER TO STRUCTURAL COMPLY WITH ALL C; NOTES G" m m USE I Od NAILS AT 3" O.C. AT ALL PANEL 3" 3" EDGES AND G" O.C. IN THE FIELD M(P U.O.N. IN STRUCTURAL NOTES) EXT. WALL SHEATHING NAILING 10 Pj.``TTTF, N.T.S. 16OWEN ''"0:, �. FESS `� OCT 2 2 2014 THE I LPA GROUP - TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.: AR0011007 Designer: Checked by: J.F. F.B. Technician: rolect um r: 132140 Notes: —� BOWEN ENGIAEERING C®RPOR,\TlON TELEPHONE 407-423-7585 1528 VASSAR t37'REET ORLANDO, R 132804 EB5026 FEDERICO 1. BOWEN P.E. # 38159 PERMIT SET (PERMIT REVIEW UPDATES 10/24/2014) FILE COWly REVISIONS No. Description Date By SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name FRAMING DETAILS & SECTIONS A.I.P. PROJECT NUMBER: FE13RUARY 2014 Scale: Drawing Number: 5-4.2 PL3/1G" TYPICAL DETAIL - KNEE BRACE CONNECTOR PLATE ( GALVANIZED TYPICAL) SIDE VIEW PLAN VIEW I H r SIDE VIEW DETAIL - KNEE BRACE CONNECTORS AT CORNERS I rZ°= I ,_0, ( GALVANIZED TYPICAL) 1• PL 3/ 1 G" TYPICAL "4' 2 DETAIL - KNEE BRACE CONNECTOR PLATE 11r2-itoll ( GALVANIZED TYPICAL) LR. PL 3/ 1 G" EQ EQ TYPICAL 0 tu C3 V� w aI I 3" 4V4' 4V4' 15 ' PLAN VIEW I/z" 1%z" -1 N m m BENT PL 3/ 10 TYPICAL �F " 44'' 44' SIDE VIEW 1/p' �2' gyp' IX" FRONT VIEW 4 GIRDER/COLUMN CONNECTOR EMBED GALVANIZED TYPICAL) ALL EXP05ED CONNECTORS TO BE STAINLESS STEEL 304 ALL OTHER. CONNECTIONS TO BE GALVANIZED — PL3/1G" TYPICAL PLAN VIEW 3" 4V2" SIDE VIEW I V2' F 6" :AL THE I LPA GROUP TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 WILLIAM A. HAYWARD, Jr., FL. ARCHITECT LIC. No.. AR0011007 Designer: hec ed by: J.F. F.B. Technician: Protect Number: 132140 Notes: AEaF--� I BOWEN ENGINEERING CORPORATION TELEPHONE 407--423-7565 7528 VA83AR :31MEET OF"NDO, FL 32804 EEM026 FEDERICO J. EIOWEN P.E. i 3M3 PERMIT SET (PERMIT REVIEW UPDATES 10/24/2014) No. Description REVISIONS Date By Project Name: = u\ 5i2' CLR. SAVANNAS PRESERVE EQ EQ STATE PARK EDUCATION ® ' ` CENTER ADDITION _ m Cn M d m PORT ST. LUCIE, FLORIDA ® in n7 cn Drawing Name: (yp BENT PL 3/ 1 G" n m v TYPICAL _' FRAMING 3, 1 MOO THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS CONNECTION DETAILS HOLEE,, RE"QUIRBD BY PIELB IRISP6C?VRS THAT `�a" MY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FAAA.LP. PROJECT NUMBER: SECTION FRONT VIEW %011 11wl1111// / ENGINEER OF RECORD .` O� d Date.— GIRDER/COLUMN CONNECTOR EMBED - CORNER ,Q '��� IFEMUARY 2014 I Vz"= 1'-O" 5 ( GALVANIZED TYPICAL) of w .oQ•�i scale: '. ESS,O Drawing Plumber: OCT 2 2 2014 S-4.3 C4 0 U 0 rn 3 v CS I 2 V `o m U 0 U W C 0 a �P A> �.y �n t. m �n AA 'HVAC SYMBOL LEGEND DUcT-FiRST DIM. IS WIDTHr DUCT TAKE -OFF W/ 24x12 DUCT -SECOND DIM. IS HEIGHT VOLUME DAMPER DUCT ELBOW DOWN POINT OF CONNECTION Ii NEW TO EXISTING WORK DUCT ELBOW UP POINT OF EXTENT OF REMOVAL OF EXISTING HVAC R DUCT RISE t THERMOMETER D DUCT DOWN PRESSURE GAUGE SA ® DUCT UNDER POSITIVE UNION OR FLANGE PRESSURE RA ® EA OA DUCT UNDER NEGATIVE PRESSURE BALL OR BUTTERFLY VALVE ELBOW W/TURNING VANES CHECK VALVE T� TAKE -OFF W/EXTRACTOR- MODULATING CONTROL VALVE FLEXIBLE DUCT -- TWO POSITION CONTROL VALVE I FLEXIBLE CONNECTION PLUG VALVE W/ MEMORY - - SUPPLY AIR TERMINAL FLEXIBLE PIPE ARROW INDICATES THROW ® RETURN OR EXHAUST AIR STRAINER LINEAR DIFFUSERS MANUAL FIR VENT -- T� 1 SIDE MOUNTED EHD AUTOMATIC AIR VENT BOTTOM MOUNTED EHD 3/4" HOSE END DRAIN PIPE FIRE DAMPER CHINS - CHILLED WATER SUPPLY SL SMOKE DAMPER CHIWR- CHILLED WATER SUPPLY S/F =f-- SMOKE AND FIRE DAMPER - HWS - HOT WATER SUPPLY °VD = VOLUME DAMPER - H111R - HOT WATER RETURN RVD REMOTE VOLUME DAMPER - - RHG - - REFRIGERANT HOT CAS MD MOTORIZED DAMPER - RL - REFRIGERANT LIQUID 1 BID BACKDRAFT DAMPER -- RS-- REFRIGERANT SUCTION SMOKE DETECTOR DUCT MOUNTED - D - CONDENSATE DRAM �. CEILING ACCESS DOOR - PIPE ELBOW DOWN ) � j AD DUCT ACCESS DOOR I' 0 PIPE ELBOW UP H HUMIDITY SENSOR? PIPE ELBOW S ROOM SENSOR PIPE TEE DOWN j T THERMOSTAT -0-- PIPE TEE UP 0 ROUND DESIGN CONDITION SCHEDIULT SUMMER WINTER - (� OUTDOOR 94 'F db/78 'F wb 35 'F db INDOOR 75 'F db/60%RH MAX 70 'F db I HVAC S AC AIR CONDITIONING j 4 y...,z HUB DPM � AMU AIR HANDLING UNIT j I i : HAND/OFF/AUT011MiTIC AFF ABOVE FINISHED FLOOR CRP HORSEPOWER BDD BACKDRAFT DAMPER 6, Hill HEATING, VENTILATING & AIR 999jLQffl4_G BHP BRAKE HORSEPOWER H2O WATER BATS BUILDING MANAGEMENT SYSTEM INIT INTITAL BTU BRIISH THERMAL UNIT ;' KSU KITCHEN AR SUPPLY UNIT CF CHEMICAL FEEDER lAT LVG. MR TEMPERATURE �.a CFM CUBIC FEET PER MINUTE LD LINEAR DIFFUSER � CLG CEILING Lit LINEAR RETURN CIC CYCLES LVG LEAVING r„ GOND CONDENSATE LILT LVG. WATER TEMPERATURE CC COOLING COIL Will MACE UP AIR UNIT KITCHEN H 011 l W CEILING DIFFUSER `iffi MEGA BTU PER HOUR CG CEILING GRILLE ;MID MOTORIZED DAMPER ) DAA DIMENSION NC NOISE CRITERIA DB DRY BULB z 'N NIC NOT IN CONTRACT "F DEGREES FARENHEIT r ^ DA OUTSIDE AIR DWG DRAWING OPER OPERATING n EA EXHAUST AIR s OV OUTLET VELOCITY EAT .w ENTERING AIR TEMPERATURE 1 PCF PUMP, CHEMICAL FEED ,,,.. ..I _.n PUMP, CMLLED WATER EG EXHAUST AIR GRILLE PCH E MC ELECTRIC HEATING COIL a PD PRESSURE DROP it END ELECTRIC HEATER, DUCT PH POISE ` EMU ELECTRIC UNIT HEATER RG r T RETURN AIR GRILLE EPM ELECTRIC HEATER, WALL ROT n ROTATION n ._a HINT ENTERING RPM REVOLUTION PER MINUTE ER EXHAUST AIR REGISTER RVD REMOTE VOLUME DAMPER ENT ENT. WATER TEMPERATUR SA SUPPLY MR ^ y M _ F FILTER SENS SENSIBLE FCU FAN COIL UNIT SD SPUTTER DAMPER EF EXHAUST FAN ii SIR STATIC PRESSURE ERG EXHAUST FAN, GREASE .I SR SUPPLY MR REGISTER FF FLY FAN ' TG TRANSFER AIR GRILLE T` FPI FINS PER INCH 19P TEMPERATURE 4, FIRM FEET PER MINUTE UD UNDERCUT DOOR FIR FAN, RETURN VG VENT, GRAVITY F SUPPLY FAN W WATTS LG M GALLONS PER MINUTE NB WET BULB W/ WITH DIFFUSER SCHEDULE UNIT NUMBER SERVICE MOUNT HECK SIZE C.F.M. RANGE N.C. MAX MAX, P.D. N. W.G. PATTERN DAMPER FINISH SWWACE PM CONSTRUCTION IIMANUIXItRIOR/IIIIMRW NOTES CD-1 CD-2 LAY -IN CLG ..... ....__..... SURFACE CLG SEE DWG SEE DWG SEE DWG SEE DWG 21 21 0.063 �._.._. 0.065 4-WAY ..............._ _ ._ 4-WAY NO NO WHITE WHITE 24x24 1202 ALUMINUM _._ _ ALJJMRWM TITUS TMS- PIKE A5CDA s TITUS TINS- ASCDA 1 1, 2, 3 1. ALL GNILLLS, NtUISItNJ ANU UIrrUStltS 511ALL KAVt A MAXIMUM YLAML 5FKLAU KAIRIG Orr Lb A14U A 111PAI11UM YWAL DEVELOPED RATING OF 50 IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF THE FLORIDA BUILDING CODE. 2. PROVIDE T-BAR PLASTER FRAME FOR ALL DIFFUSERS LOCATED IN HARD CEILING APPLICATION. 3. PROVIDE FACTORY INSTALLED R-6 INSULATION ON BACK OF DIFFUSER. 7 ;T NAP UNIT SCHEDULE UNIT COOLING EER/ HEATING COP/ ELECTRICAL 1 F FAanURER _ 11s3__ NUMBER CAPACITY SEER CAPACITY HSPF BTU/HR AT ARI BTU/HR AT ARI COMPRESSOR UNIT CONDITIONS CONDITIONS LRA RLA RLA MCA FUSE VOLTS PNIISE CYCLE HP-1 103,900 9.4 10.2 85,600 3.2 2 84 2 15.1 36.4 41 50 208 3 60 ADDISON RH-1Q4f t-6 NOTES 1. HEAT PUMP UNIT SHALL UTILIZE R-410A REFRIGERANT. 2. PROVIDE FACTORY FABRICATED HAIL GUARD ON HEAT PUMP UNIT COIL. 3. PROVIDE VANDAL PROOF CAPS ON ALL REFRIGERANT SERVICE VALVES TO PREVENT UNAUTHORIZED RELEASE OF REFRIGERANT. 4. CONTRACTOR SHALL SECURE HEAT PUMP UNIT TO CONCRETE SERVICE PAD IN ACCORDANCE WITH WIND LOAD REQUIREMENTS AS SET FORTH IN THE 2010 FLORIDA BUILDING CODE. 5. HEAT PUMP UNIT SHALL BE DUAL REFRIGERATION/DUAL COMPRESSOR. 6. PROVIDE MILL AND CHEMICAL FINISH COATING ON COIL AND CASING FOR CORROSIVE ENVIRONMENT. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, THE 2010 28. L I PROVIDE ACCESS DOORS (24"x241 FOR ALL FIRE/SMOKE DAMPERS AND FIRE DAMPERS IN FLORIDA MECHANICAL CODE, THE 2010 FLORIDA ENERGY EFFICIENCY CODE AND THE ST. LUCIE NON -ACCESSIBLE CEILINGS. COUNTY BUILDING DEPARTMENT REQUIREMENTS FIND ALL OTHER APPLICABLE CODES AND STANDARDS. 29. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLATFORMS AS 2. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS IN THE FIELD FOR EQUIPMENT, REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACE. DUCTWORK AND ROOF PENETRATION& PRIOR TO FABRICATION OF ANY DUCTWORK THE CONTRACTOR SMALL PREPARE AND SUBMIT A 1/4" SCALE COORDINATED SHOP DRAWING ON 30. FURNISH AND INSTALL INSULATED PVC CONDENSATE DRAINS WITH TRAPS FOR ALL COOLING AUTOCAD OF ALL DUCTWORK, PIPING, EQUIPMENT, STRUCTURAL SYSTEM AND LIGHT FIXTURES. COILS. DRAIN LINE SIZE SHALL MATCH THE OPENING OF THE CONDENSATE DRAIN PAN. 3. PRIOR TO COMMENCEMENT OF THE HVAC WORK THE CONTRACTOR SHALL L PREPARE 1/4" 31. ALL REFRIGERANT PIPING AND CONDENSATE PIPING SWILL BE FULLY SUPPORTED ITS ENTIRE SCALE (COORDINATED WITH ARCHITECTURAL AND STRUCTURAL SYSTEMS) SHOP DRAWINGS ON LENGTH AND SHALL BE ANCHORED TO PREVENT SWAY AND VIBRATION. AUTOCAD OF THE ENTIRE MR DISTRIBUTION SYSTEM INCLUDING SUPPLY MR, RETURN AIR, OUTSIDE AIR AND EXHAUST AIR SYSTEMS (THIS INCLUDES CONDITIONED SPACES FIND THE 32. DIVISION 16 CONTRACTOR SHALL SUPPLY AND WIRE ALL SMOKE DETECTORS IN THE SUPPLY APPARATUS BAYS) FAILURE TO SUW THESE DRAWINGS RELIEVES THE ENGINEER OF ALL AIR DUCTWORK OF ALL AIR HANDLING UNITS 2000 CFM AND ABOVE TO SHUT DOWN THE FANS RESPONSIBILITY FOR THE MR DISTRIBUTION SYSTEM LAYOUT. IN THE EVENT OF A FIRE. DUCT SMOKE DETECTOR SHALL BE OF PHOTOELECTRIC TYPE AND LOW VOLTAGE. DIVISION 15 CONTRACTOR SHALL INSTALL ALL SMOKE DETECTORS. 4. REFER TO ARCHITECTURAL O WINGS FOR CLEARANCES WITHIN THE CEILING SPACE, MECHANICAL ROOMS, LOCATIONS AND SIZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS. 33. ALL WALL SENSORS, VARIABLE SPEED CONTROL SWITCHES, ON -OFF SWITCHES AND MOTOR STARTERS SMALL BE INDIVIDUALLY LABELED. LABELS SHALL INDICATED THE UNIT CONTROLLED, 5. DUCTWORK AND EQUIPMENT LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH TYPE OF CONTROL AND AREA SERVED. THE LABELS SHALL BE PLASTIC LAMINATE, PERMANENT GENERAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL CONTRACTORS. REFER TO PROTECTIONEL TYPE, WHITE WITH BLACK LETTERING, AND SHALL BE MOUNTED INSIDE OF THE COVER PLATE, SEND ARCHITECTURAL PLANS FOR AND DETAILS. OF THE CONTROL DEVICE. 6. CONNECTION TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED 34. ALL ROOF MOUNTED FANS AND ROOF MOUNTED PACKAGE A/C UNITS SHALL BE BOLTED DRAWINGS. TRAdNSdM TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL DOWN TO THE ROOF CURB USING 1/4" STAINLESS STEEL BOLTS EVERY 12" INCHES. PROVIDE EQUIPMENT FURNISHED. 1/4" THICK NEOPRENE GASKETS BETWEEN EQUIPMENT AND ROOF CURBS. 7. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATION WITH LIGHTING, SPRINKLER AND CEILING PLAINS. ALSO COORDINATE THE TYPE OF DIFFUSER FRAME WITH THE 35. COORDINATE ALL CONTROL DEVICES WITH THE ELECTRICAL CONTRACTOR. GIVING TYPE. 36. ALL CONTROL WIRING, CONDUIT AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM 8. ALL EQUIPMENT SHALL BE PROPERLY SUPPORTED AND MATED TO PREVENT NOISE FIND SMALL BE FURNISHED AND INSTALLED UNDER DIVISION 15 - MECHANICAL VIBRATION TRANSMISSION. ALL AIR HANDLING EQUM44T SHALL BE SUPPORTED OR SUSPENDED WITH SPRING VIBRATION ISOLATORS PADS. ALL CONNECTIONS BETWEEN AIR 37. ALL CONTROL WIRING AND INTERLOCK WIRING LOCATED IN MECHANICAL ROOMS AND IN NON HANDLING EQUIPMENT AND DUCTWORK SHALL LE CANVAS FLEXIBLE CONNECTORS. ACCESIBLE CEILINGS SHALL BE IN CONDUIT. 9. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED WITH RESPECT TO BUILDING CONSTRUCTION 38. THERMOSTAT LOCATIONS ARE TENTATIVE. FINAL THERMOSTAT LOCATIONS SHALL BE APPROVED BY AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS TO THE MECHANICAL EQUIPMENT IN THE OWNER PRIOR TO INSTALLATION. THERMOSTATS SHALL BE LOCATED 48"-54" ABOVE THE CONFORMITY WITH ANY CLEARANCE WHICH MAY BE RECOMMENDED BY THE MANUFACTURER OF FINISHED FLOOR IN ACCORDANCE WITH ADA REQUIREMENTS AND THE 2010 FLORIDA THE EQUIPMENT. SUFFICIENT CLEARANCE SMALL BE MAINTAINED FOR CLEANING COILS, ACCESSIBILITY CODE. MOTORS, BURNERS, AS WELL AS CHANGING FILTERS. ALL EQUIPMENT SMALL BE LOCATED WITHIN THE MECHANICAL ROOM AND CEIL14G SPACES WITH ADEQUATE CLEARANCES FOR REPAIR 39 AIR FILTERS SMALL BE 2" PLEATED 30% EFFICIENT (MIN.) OR EQUAL IN AR HANDLING ( ) AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE EQUIPMENT. FILTERS SHALL BE INSTALLED PRIOR TO UNIT START UP, REPLACED A MINIMUM OF CLEARANCE FOR ACCESS TO ALL EQUIPMENT. INSTALLATION OF ALL MECHANICAL EQUIPMENT ONCE PER MONTH DURING THE CONSTRUCTION PERIOD, REPLACED PRIOR TO TEST AND SHALL COMPLY WITH THE MANUFACTURERS SPECIFICATION AND CLEARANCE REQUIREMENT. BALANCE, AND REPLACED MONTHLY UNTIL FINAL COMPLETION. 10. AL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 40, ALL REFRIGERANT LINES FOR SPLIT SYSTEM DX UNITS SHALL HAVE FILTER DRYERS AND SIGHT GLASSES. ALL PIPING BELOW SLAB SHALL BE WITHOUT JOINTS AND RUN IN A PIPING CHASE 11. THE INSIDE OF ALL DUCTS VISIBLE THRU THE FACE OF DIFFUSERS, REGISTERS, AND GRILLES OR CONDUIT OF SUFFICIENT SIZE TO ALLOW REPLACEMENT OF THE PIPING IN THE FUTURE. SMALL BE PANTED FLAT BLACK WITH NON TOXIC PAINT. EACH END OF THE CHASE SHALL BE SEALED AIR TIGHT AND WATERTIGHT. 12. AL SUPPLY AIR, RETURN AIR AND OUTSIDE AIR DUCTWORK SKILL BE GALVANIZED STEEL 41. ALL REFRIGERANT PIPING EXPOSED TO THE EXTERIOR SHALL BE INSULATED WITH 1" THICK SHEETS. FABIRIGATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF CLOSED CELL FOAM INSULATION (ARMAFLEX) FIND SHALL BE WRAPPED WITH ALUMINUM SAMCN4 DUCT CONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASSIFICATION. JACKETING. 13. FLEXIBLE DUCTWORK SHALL BE INSULATED VINYL TYPE (R-6) WITH WIRE SPIRAL SUPPORT. 42. Al. REFRIGERANT PIPING IN CONCEALED CHASES FOR SPLIT DX UNITS SHALL BE SOFT DRAWN FLEXIBLE DUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF 12'-0". FLEXIBLE DUCTWORK TYPE K COPPER. SERVICE FITTINGS FOR REFRIGERANT LINES SHALL BE LOCATED IN A MANNER SHALL BE PROPERLY SUPPORTED WITH GALVANIZED STEEL STRAPS 2" WIDE AND SHALL BE TO BE INACCESSIBLE TO THE PUBLIC. INSULATE ALL EXTERIOR EXPOSED REFRIGERANT LINES RUN AS STRAIGHT AS POSSIBLE WITH NO KINKS OR BENDS TO RESTRICT AIRFLOW. WITH 1" ARMAFLEX INSULATION AND WRAP WITH ALUMINUM JACKETING. 14. AL DUCTWORK SMALL BE EXTERNALLY INSULATED WITH 2.2" THICK (R-6) FIBERGLASS BLANKET INSULATION WITH FOIL JACKETING UNLESS OTHERWISE NOTED. INSULATION R VALUE IS � � I IyAC SYSTEM'S AIRFLOW SHALL BE BALANCED BASED ON THE ACTUAL INSTALLED STATIC WITH 25% COMPRESSION IN ACCORDANCE WITH FBCM 604.7 IDENTIFICATION. PRESSURE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. 15. ALL DUCT JOINTS SHALL BE SEALED WITH APPROVED MYSTIC. 44. THE CONTRACTOR SHALL HIRE AN INDEPENDANT TEST AND BALANCE FIRM TO TEST AND BALANCE 16. AL FIB MS GLASS INSULATION JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED AL AIR CONDITIONING SYSTEMS -SEE SPECIFICATIONS. THE TEST & BALANCE CONTRACTOR WITH PRESSURE SENSITIVE TAPE, FAB, STAINLESS STEEL STAPLES AND THEN SEALED WITH SHALL BE CERTIFIED BY NASA OR PS14A. MASTIC. HEAT AND PRESSURE SENSITIVE TAPE ARE NOT ACCEPTABLE AS A FINAL CLOSURE. 45. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE TEST AND 17. PROVIDE HANGER STRAPS FOR ALL DUCTS MADE OF 2" WIDE, 22 GAGE GALVANIZED STEEL- BALANCE FIRM. PRIOR TO TEST AND BALANCE, THE CONTRACTOR SHALL START-UP, SPACED ACCORDING TO SMACNA STANDARDS AND AL OTHER APPLICABLE GOVERNING CODES PRE -BALANCE THE SYSTEM, AND REPLACE ALL AIR FILTERS FOR EVERY AHU BEING TESTED. AND STANDARDS ALL DISCREPANCIES, DRIVE CHANGES, ETC. REPORTED BY ENGINEER OR THE TEST AND BALANCE FIRM SHALL BE CORRECTED BY THE CONTRACTOR WITHIN FIVE CALENDAR DAYS AT NO 18. AL DUCT BRANCH TAKE OFFS FROM MAIN DUCT FOR INDIVIDUAL AIR OUTLETS, INLETS AND ADDITIONAL COST. BOXES SHALL WAVE DING DAMPERS. 46. PROVIDE VANDAL PROOF COIL GUARDS ON ALL CONDENSING UNITS. 19. AL DUCTWORK STORED ON SITE OR ALREADY INSTALLED SHALL HAVE AL OPEN ENDS SEALED WITH VISQUIIE TO PREVENT DUST AND DEBRIS FROM ACCUMULATING INSIDE OF THE 47. PROVIDE VANDAL PROOF CAPS ON AL REFRIGERANT SERVICE VALVES TO PREVENT DUCTWORK. INTERIM OF ALL DUCTWORK SMALL BE THOROUGHLY CLEANED PRIOR TO UNAUTHORIZED RELEASE OF REFRIGERANT. 48. CONTRACTOR SHALL LABEL ALL EQUIPMENT (FANS, AIR HANDLING UNITS AND CONDENSING UNITS) 20. A.L. DAMPERS AND EXTRACTORS SKILL HAVE LOCKING QUADRANTS AND SHALL BE ACCESSIBLE. WITH ENGRAVED TYPE PHENOLIC LABELS PERMANENTLY AFFIXED TO THE EQUIPMENT. CONTRACTOR SHALL AN INSTALL ADDITIONAL PHENOLIC LABEL TO THE CEILING GRID TEE BELOW 21. BEVELED DACE OFFS AND DAMPERS SMALL BE INSTALLED IN AL BRANCH DUCTWORK LEADING BEVELEDT ANY CEILING MOUNTED EQUIPMENT LOCATED ABOVE ACOUSTICAL LAY -IN CEILINGS. CONTRACTOR FROM TRUNK LINES SMALL INSTALL AN ADDITIONAL PHENOLIC LABEL TO THE CEILING ACCESS PANEL LOCATED BELOW 22. OUTSIDE MR INTAKE LOUVERS SHALL HAVE 1/2" x 1/2" MINIMUM MESH SCREEN, AND SHALL BE ANY CEILING MOUNTED EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. LOCATED AS HIGH ABOVE FINISH GRADE AS POSSIBLE. 49. SUB -CONTRACTORS SHALL PROVIDE A WRITTEN GUARANTEE THAT SHALL WARRANT AL 23. OUTSIDE AIR WALL LOUVERS SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ANY EXHAUST AIR WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR DURING THE FIRST YEAR ALL SYSTEM DISCHARGE, COMBUSTION AIR DISCHARGE OR ANY PLUMBING VENT TERMINATION. MALFUNCTIONS SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. THE COMPRESSORS 24. ALL WALL LOUVERS SHALL BE ALUMINUM CONSTRUCTION AND SHALL BE FLORIDA PRODUCT SHALL HAVE A 5 YEAR WARRANTY (LABOR & MATERIALS). APPROVED. 50. OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE AS A SEPARATE SUBMITTAL ITEM, 25. PROVIDE ADJUSTABLE PULLEYS WITH CONSTANT VOLUME AIR HANDLING UNITS AND BELT DRIVE PREVENTATIVE MAINTENANCE REQUIREMENTS ALONG WITH TIME SCHEDULE(S) FOR EACH ITEM. Fes• THE SEQUENCE OF OPERATION SMALL ALSO INCLUDE A DEFINITIVE SEQUENCE OF OPERATION OF 26. AL AIR HANDLING UNITS SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE THE MECHANICAL SYSTEM AND COMPONENTS AS THEY FUNCTION INTEGRALLY AND AND VBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SMALL BE SUPPORTED OR INDEPENDENTLY WITH THE SYSTEM. SUSPENDED WITH SPRING ISOLATORS. ALL CONNECTIONS BETWEEN FANS OR AIR HANDLING UNITS AND DUCTWORK SMALL BE CANVAS FLEXIBLE CONNECTORS. 51. THE CONTRACTOR SHALL PREPARE REDLINED AS -BUILT DRAWINGS OF THE HVAC SYSTEMS AT THE COMPLETION OF THE PROJECT CONSTRUCTION AND SHALL INCLUDE THOSE AS -BUILT 27. ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACES SHALL HAVE ADEQUATE CLEARANCES FOR DRAWINGS AT PROJECT CLOSEOUT ALONG WITH THE 0&M MANUAL. REPAIR AND MAINTENANCE. ALL PIPING ,AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ,ALL EQUIPMENT. j UTtlT� 14lIA�i SF3tVPfE MOW GFJM ION SIZE L"XIC N.C. MAIL SAME NIVL P.D. N, W.G. PATTERN DAM11EIR GRID CONSTRUCTION FINISH CR"ANUFACTURER/MODEL NOTI`� CG-1 RETURN CLG 1200-2000 24x24 24 LAY-N OW, EGG CRATE NO 1 2 ALUMINUM WHITE TINS 50F PRICE 1 ER-1 (L,G SEE DING` SfE: D1YG 20 SURFACE 0.073 EGG CRATE NO 1 2 ALUMINUM WHITE TITUS 50F PRICE 80 1 DG-1 SUPPLY DUCT SEE ONG' SEE DWG 24 - 0.054 LOUVERED ' NO 3 4 ALUMINUM MILL TINS 272FS PRICE 1 IPAINT FIAT BLACK NSDE DE DUCTS E3EFIIND GRILLES. PROVIDE DUCT COLLAR WITH AL GRILLES. 1. AL GRILLES, REGISTERS AND DIFFUSERS SMALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 59 IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF THE FLORIDA BUILDING CODE. - FAN DATA DX CCAJNG COIL DATA EO,EG= HEATING COIL FILTER DATA EFFICIENCY UNIT LOCATION AREA OUTSIDE CFM TOTAL MIN. MAX RPM SHIP HP ENT. AIR LVG. AIR CFR .. MAX RIGI. FACE NO. STATIC ENT. LVG. KW. VOLTS PHASE CYCLES MCA FUSE CONTROLS TYPE CLEAN EXR7 FLY WXUFACTURER/MODEL WEIGHT h'03 NUMBER SERVED AIR MAX. STATIC E XT. OUTLET "F T MESAMINI AREA ROWS IN AIR AIR SIZE P.D. IN (Ibs) MN. N. W.G. STATIC VEL SEA to TOT, W.G. T •F W.C. 1 IN. W.G. F.P.M. DB 1 WB DB I WB AHU-1 CEILING SPAC NINE CENTER 450 3600 - 0.60 1500 800 1.4 2.0' 79.1 1 66.7 56.8 1 55.7 81.0 103.9 14 8.0 3 - - - - - - - - - = - - - PR06RIWMAABLE T-STAT W REMOTE DISP. 2 16 x25 1 20 2 9.3 "9.5 ADDISON HCH 104 405 1,2 nv, w 1. FURNISH AHU-1 WITH SINGLE POINT ELECTRICAL CONNECTION. 2. AHU-1 SHALL HAVE NO ELECTRIC RESISTANCE HEAT. THE IL ki LPA GROUP=� TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKE$ BLVD. SUITE 600, WEST PALM BEACH, F`LORIDA 33409 (561)686-51.30 FLORIDA COA # AA-000�054 FERNANDO R. PRIETO FL. ARCHITECT. LI, ENSE #AR008840 :signer. Checked y: ABJr ABJr echnician: Project Number: MB Aes: BOBES ASSOCIATES 1819 COMISILlL7U16 @NNHMERS 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 C FLORIDA STATE P.E. NUMBER: 5131 GUS ROBES JR. P.E., PE NUMBER: 39410 AUCXIST_O E BORES JIL RE FI"OR@A PE A 394'10 sato Jr�SO E @O • •. 6 4 ��•. No. 3 STgT S O•.• A,, THESE PLAINS A dJ ALI PIILOPOvP E ARE SUBJECT TO ANY COPAEG1 KOUIRID BY PIELD IAiSP6C19DP . I"VY BE MECESSW IN ORDER COMPLY WITH ALL APPLICABLE C( FILE COPV -!REVISIONS I No. Description Date By SAVANN.Al'S PRESERVE STATE Pi RK EDU RATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: HVAC GENERAL NOTES, SYMBOL LEGEND AND SCHEDULES FAA A.I.P. PROJECT NUMBER: ENGINEER OF RECORD' FEBRUARY 2014 Scale: Drawing Number: M-0 li 2" WIDE, 10 GAGE GALVANIZED —J �✓ METAL STRAP ATTACHED TO CONCRETE AN PAD WITH (2) 1/4" TAPCONS AND TO CONDENSING UNIT SUPPORT BASE WITH (2) 1/4" SHEETMETAL SCREWS. PROVE ONE I I STRAP EVERY 24" O.C. INSTALLATION SHALL MEET WiNDLOADS AS PER THE 2007 FLORIDA BUILDING CODE AND THE 2007 FLORIDA MECHANICAL CODE WITH 2O09 SUPPLEMENTS. AIR COOLED CONDENSING UNIT — MAINTAIN WWUM 3`-0" CLEARACE ON ALL SIDES 6" CONCRETE PAD — MINIMUM 4" LARGER THAN CONDENSING UNIT ON ALL SIOES CONC HEAVY DUTY STEEL CONCRETE INSERT W/ ELONGATED SLOT 1 1 /2" X 1 1/2- FINSERT NUT KENDORF �ALL THREAD ROD /�I ANNEL IIfSTEEL BEAM IF ��) [NUd�I��O� REFRIGERANT PIPING FROM AIR HANDLING CENTER —BEAM L THREADED RODS-1 UNIT —WRAP WITH 1" THICK FOAM RUBBER (ARMAFLEX) T INSULATION. ALL EXPOSED PIPING SHALL BE WRAPPED 2 RETURN I HE FILTER WITH ALUMINUM JACKETING. SEAL ENDS OF PVC AIR , CONDUIT WATER TIGHT. REMOVABLE PLUG LPA° RETURN AIR DUCT WITH GROUP FLEXIBLE CONNECTION & 5/8"0 THREADED ROD TRANSITION AS REQUIRED TRANSPORTATION CONSULTANTS RIGIDLY ATTACHED TO PVC CONDUIT UNDERGROUND TO AR STRUCTURE ABOVE i 200o PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 HANDLING UNIT— USE LONG SWEEP (TYPICAL)(561) 686-5130 ELBOWS— SEAL OUTLET AIR TIGHT AND WATER TIGHT COOLING COIL (UPPER) STOP VALVE AIR COOLED (TYPICAL) CONDENSING UNIT THERMAL EXPANSION VALVE (TYPICAL) STOP VALVE COOLING COIL (TYPICAL) (LOWER) SIGHT GLASS SOLENOID VALVE FILTER DRYER SCHRAEDER ACCESS CONDENSATE FITTING (TYPICAL) DRAIN PAN SUCTION LINE 2" WIDE, A GAGE GALVANIZED METAL STRAP ATTACHED TO CONCRETE TRAP PAD WITH (2) 1/4" TAPCONS AND TO FLOOR DRAIN CONDENSING UNIT SUPPORT BASE WITH (2) 1/4" SHEETMETAL SCREWS. ONE CONCRETE PAD NOTE: STRAP ON EACH SIDE OF CONDENSING UNIT. 1. CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPING DIAGRAM APPROVED BY THE CONDENSING UNIT MANUFACTURER. BEFORE PROCEEDM WITH WORK, SEE SPECIFICATIONS FOR REFRIGERANT PIPING INSTALLATION REQUIREMENTS. 2. DELETE ANY VALVES OR MATERIAL THAT IS FURNISHED WITH UNIT. 3. REFRIGERANT PIPING SHALL BE SIZED PER MANUFACTURER OPTIMUM PERFORMANCE RATING. 4. ALL PIPING CONNECTIONS TO EQUIPMENT AND ACCESSORIES SHALL BE SWEAT TYPE AND BRAZED OR SOLDERED ACCORDING TO SPECIFICATIONS. 5. DIAGRAM DOES NOT INDICATE HOT GAS REFRIGERANT LINES AND CONTROL VALVE. PROVIDE HOT GAS LINES AND TWO PAIR OF REFRIGERANT LINES FOR SYSTEMS REQUIRING THESE FEATURES. 6. PIPING SHALL BE INSTALLED PARALLEL AND AT RIGHT ANGLES TO BUILDING CONSTRUCTION. 7. PROVIDE FILTER/DRYER IN REFRIGERANT LIQUID LINE AT LOCATIONS RECOMMENDED BY EQUIPMENT MANUFACTURER. 8. SOLENOID VALVES TO BE CONTROLLED AND WIRED PER MANUFACTURERS INSTRUCTIONS. FLEXIBLE WATER CONTROL CONDUIT TIGHT CONDUIT TO TTYPICAL BOTH ENDS) CONDENSING UNIT CONDUIT) HARD TUBING _JLJ2f SOFT TUBING (TYPICAL BOTH ENDS) CONTROL WIRING CONDUIT ff ri7ml g-Irm-6! lil 90 DEGREE LONG 45 DEGREE ELBOW RADIUS ELBOW PVC CONDUIT (SCH 40 WITH " SOLVENT WELDED JOINTS) RUN UNDER SUS. SEE PLAN FOR LOCATION. (SIZE OF CONDUIT NOIES: SHALL PERMIT INSTALLATION OF 1. SLEEVES FOR CONDUITS SHALL BE CAST INTO FOUNDATION WALL POUR PIPING WITH INSULATION AND COORDINATE SIZES REQUIRED AND LOCATIONS WITH CONTRACTORS OF OTHER CONTROL WIRING CONDULT) DIVISIONS PRIOR TO INSTALLATION. REE C8ASE 2. CONDUITS WHICH MUST PASS BELOW STRUCTURAL. FOUNDATIONS SHALL HAVE MINIMUM 6" FINE GRAVEL AROUND PERNIETER 2'-0" TO ETHER SfDE OF SUCTION PIPE SIZE PVC REFRIGERANT STRUCTURE — FIRMLY TAMPED. PIPE CHASE SS'1ZE 5/8" TO 1 5/8" 4" 3. ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK. 1 7/B" TO 2 5/8" 6" EXCAVATION AND BACKFILL SMALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFCATIONS. 3 1/8" TO 4 1/8" 8" 4. ALL EXPOSED PIPING (INTERIOR AND EXTERIOR) SHALL BE WRAPPED WITH AN ALUMINUM JACKET. FLEXIBLE CONNECTION & TRANSITION AS REQUIRED 9 FLORIDA COA # AA-0003054 �I FERNANDO.R PRIETO FL ARCHITECT LICENSE#AR008840 SPRING VIBRATION Designer: Checked by: ISOLATORS ABJr ABJr (TYPICAL) Technician FrOjeCt Number: MB HORIZONTAL AIR HANDLING UNIT Notes: CONDENSATE DRAIN LINE TO BOBESASSOCIATES TRAP INDIRECT WASTE OR EXTERIOR OF COMOUL.TWG E 4CBMERS BUILDING. SEE FLOOR PLANS FOR SIZE OF LINE. C 150 CIRCLE DRIVE MAITLAND. FL 32751 VOICE: 407.528.0882 FLORIDA STATE P.E. NUMBER: 5131 ". GUS BOBES JR. P.E., PE NUMBER: 39410 SECONDARY DRAIN PAN WITH. ALARM/FLOAT SWITCH TO SHUT UNIT DOWN IN EVENT OF CONDENSATE FLOW IM LJlQkiL5 INTO PAN. PAN SHALL EXTEND 2" BEYOND AHU ON ALL 4 SIDES. SUPPORT DRAIN PAN WITH (4)1/4" ROMA PE f 391 1 RODS FROM STRUCTURE. THREADED RODS SHALL BE ADJUSTABLE AND SHALL HAVE QUICK DETACHABLE CONNECTIONS. PAN SHALL BE CONSTRUCTED OF 20 GAUGE GALVANIZED SHEET METAL. L;UNL;KLIL WVILK 2" DRAIN LINE M GROUT AT INLET 24"006" CONCRETE PIPE SECTION l�w�w�il wi����• , ROCK 0. GRAVEL w" z SCREW PLUG MIN. 1" NOTE: 1) PIPING MATERIALS SHALL BE PVC SCHEDULE 40 2) PIPE SAME SIZE AS AIR HANDLER OUTLET SCREW PLUG HUB DRAIN AIR HANDLER CONDENSATE DRAIN PAN — VENT CLEANOUT WITH SLIP —FIT, NOT SCREW CAP PITCH TO OFFSET LINE FRICTION MINIMUM 1/4" PER FOOT JS'SO E. IIETAIL �� ...... e gyp: E0 z` T a1VT.•tthe�? 1 REVISIONS No. Description Date By Project Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST'; LUCIE, FLORIDA Drawing Name FAA A. ENGIN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSPECMRS THAT VA9Y BE WCE86A!!Y IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, HVAC DETAILS Date: FEBRUARY 2014 Drawing Number: M-4 } DIE -STAMPED 90 la 1A.1z14 1Pill CONICAL LATERAL OFFSET o / � e BEARING OPTION WING NUT ���� ROD CONTINUOUS ON ALL DAMPERS ELEVATION DUCT ARM ROUND DAMPER OVER 12" DIA. 2-BLADE ARRANGEMENT DUCT 1/8" CLEARANCE ALL AROUND DUCT 3/8" 3/8" PIN QUADRANTM i1/2" 1/2" ROD -PIN QUADRANT 1/8" CLEARANCE 22 GA. BLADE ALL AROUND �— UP TO 18" x r STIFFEN AS w / REQUIRED 1/2" o / U 0 SIDE ELEVATION i DIE -STAMPED 45 I REDUCING Y-BRANCH 90 CONK T 16 GA. BLADE;7� 19" TO 48" NOTE: OVER 12" HIGH USE MULTIPLE BLADES. FABRICATED 90 REDUCING CONICAL LATERAL LATERAL CROSS CONCENTRIC- REDUCERS -ECCECTRIC 'Pig's Fro Kiln, STAINLESS STEEL ANCHOR IN WOOD TRUSS HEAVY GAUGE — AIRCRAFT CABLE SHEET METAL DUCT, SUPPORT DUCT EVERY 5'-0". (PER SMACNA) 2" GALVANIZED STEEL BAND BOTTOM CHORD OF WOOD TRUSS OR SUPPLEMENTAL STEEL SUPPORT 1/4" S.S. BOLT AND NUT pill""••7 NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS - LATEST EDITION 2• PROVIDE DUCT SUPPORT EVERY 5'-0" O.C. �n M. R I W AIR TIGHT FITTING EXTERIOR DUCT (SPIRAL ROUND) PAINT DUCT WITH COLOR AS DIRECTED BY ARCHITECT. 12" MIN. 1/4" SHEET METAL SCREWS. SQUARE OR RECTANGULAR 2- GALVANIZ STEEL BAND WRAP AROUND - BOTTOM MEMBER 1/4" SHEET' METAL SCREWS. SQUARE OR RECTANGULAR 15• 1" INSULATION SUPPLY REGISTER INTERIOR SUPPLY AIR DUCT SOLID (ROUND) NRECTANGULARCT TAKE -OFF (TYP. VOLUME DAMPER SEE DETAIL NOTE: SUPPLY REGISTER TAKE -OFFS (EXPOSED DAMPER HANDLE OUTSIDE MAY BE ON BOTH SIDES OF F THE INSULATION AND PAINT MAIN DUCT. -�®� BRIGHT YELLOW) p�+ AM QM AlL NOT TO SCALE STRAP SUPPORT FLEXIBLE DUCT (5'f O.C. MAX.) 14'-0" MAX. LENGTH / j VOLUME DAMPER CROWN TAPER FITTING 2" STRAP OR-// DRAW BAND EXPOSED CEILING TEE - MAIN SUPPLY AIR AIR DUCT FLOW SUPPLY AIR ��I �rL"r AA'' NOT 1® N DIET AlL NOT TO SCALE FLEXIBLE DUCT (14'-0" MAX. LENGTH) METAL DRAW BAND STRAP SUPPORT (5't O.C. MAX.) VOLUME DAMPER EXPOSED DAMPER HANDLE OUTSIDE OF THE INSULATION AND PAINT BRIGHT YELLOW BELL MOUTH BUCKLEY AIR TIGHT FITTING MAIN SUPPLY AIR AIR DUCT FLOW NOTES: 1. ALL DIFFUSERS AND SUPPLY GRILLES SHALL HAVE THIS CONNECTION. 2. ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. M�I N NOT TO SCALE 2" STRAP OR-/ DRAW BAND EXPOSED CEILING TEE-�_ RETURN WRAP AROUND BOTTOM MEMBER �BOTTOM CHORD OF WOOD TRUSS OR SUPPLEMENTAL STEEL SUPPORT 1/4" BOLT AND NUT �7" GALVANIZED STEEL BAND —2" SHEET METAL SCREWS (TYPICAL) (SHEET METAL DUCT, SUPPORT DUCT EVERY 10'-0". (PER SMACNA) BOTTOM CHORD OF WOOD TRUSS OR SUPPLEMENTAL STEEL SUPPORT --2" GALVANIZED STEEL BAND --2" SHEET METAL SCREWS (TYPICAL) SHEET METAL DUCT, SUPPORT DUCT EVERY 10'-0". (PER SMACNA) n NOTES I-1 1. INSTALLATION SHALL BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS - LATEST EDITION THE LPA GROUP M TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 FERNANDO R. PRIETO FL. ARCHITECT LICENSE #AR008840 Designer: Checked by. ABJr ABJr Technician Project Number. MB Notes: BORE$ ASSOCIATES CONOMTDMSPIG 1EERS 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 C FLORIDA STATE P.E. NUMBER: 5131 GUS ROBES JR. P.E., PE NUMBER: 39410 AUCXISTO E ROBES NL RE FLOWA RE 9 39M �,oiae,crT10 Ea ��®er"® pF '40.3 ® 0 STq I11111Y6 PERMIT SET 18"t 10"t MYLAR REINFORCED FACTORY _ INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH DRAW BAND. INSULATE TOP OF DIFFUSER WITH 2" THICK FIBERGLASS BLANKET INSULATION OR PROVIDE FACTORY PRE -INSULATED DIFFUSER. EXPOSED ACOUSTICAL CEILING TILE MYLAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. CAULK & SEAL AT BOTH GRILLE NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH DRAW BAND. -INSULATE TOP OF GRILLE WITH 2" THICK FIBERGLASS BLANKET INSULATION OR PROVIDE FACTORY PRE -INSULATED GRILLE. ACOUSTICAL CEILING TILE THESE PLANS AND ALL PROPOSE© WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD RiSWiC70RS THAT UAY BE NECE96MY IN WkR TO COMPLY WITH ALL APPLICABLE CODES. I REVISIONS No. Description Date By Project Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name HVAC DETAILS IFAA A.I.P. PROJECT NUMBER: I ENGINEER OF RECORD FEBRUARY 2014 Number: M-5 ICI O B ,,., BB 1ma i .. _LUMN INC SYMBOL LEGEND F .. F - BELOW FLOSANITARY OR ELINE- 0_ PIPE ELBOW UP B WALL MOUNTED LAVATORY SANITARY WASTE LINE - ABOVE FLOOR C PIPE ELBOW DOWN L 0 COUNTER TOP LAVATORY : k ----- SANITARY VENT LINE WCO nl- WALL CLEANOUT BALL VALVE Jm - - - DOMESTIC COLD WATER FCO 0- - - FLOOR CLEANOUT ) BALL/BUTTERFLY VALVE f ---- DOM. HOT WATER 140' F GOD C- - - GROUND CLEANOUT BACKWATER VALVE --- DOMESTIC HOT WATER RECIRCULATED VTRO-- VENT THRU ROOF �- INLINE PUMP - - -T- TEMPERED WATER 110' F RL O ROOF LEADER CIF- UNION ED TEMP. PRESSURE #F RT ALA ---S- SOFTRWATER�R Fp FOOOR DRAIN COCK - - - - ST T� STORM DRAIN - BELOW FLOOR HD O HUB DRAIN GAS COCK T m ST STORM DRAIN - ABOVE FLOOR POINT OF CONNECTION NEW TO EXISTING WATER ARRESTOR - - GR - - ,- GREASE WASTE LINE- BELOW FLOOR r. LIMIT OF DEMOLITION T BALANCING VALVE I CONDENSATE DRAIN HB �- HOSE BIBB O DRAWING HEX NOTE ° - C - -- G - GAS LINE WC 0O Co WATER CLOSET REVISION DELTA AND T NUMBER ...,� -A - AR LINE URINAL I< PLUMBINVIATI N MV AR ADMITTANCE VALVE ; ESE EMERGENCY SHOWER/ pry POWER WASH ASH AD AREA DRAIN EWH ELECTRIC WATER HEATER RP RECIRCULATING PUMP ADR AR DRIER Y COMPRESSED AR EWC ELECTRIC WATER COOLER RWL RAIN WATER LEADER w ' ryr ACOMPRESSED AR 1 FD FLOOR DRAIN SAN SANITARY 4 T AFs ABOVE FINISHED FLOOR FL FLOOR S SINK AF1 AIR RISER DIAGRAM FS FLOOR SINK SR SANITARY RISER DIA(U -,i BARRIER FREE GPH GALLON PER HOUR SD STORM DRAIN BTU ,z BRITISH THERMAL UNIT GR GAS RISER DIAGRAM SE SEWAGE EJECTOR B/S BELOW SLAB GWH GAS WATER HEATER SH SHOWER 1 CA COMPRESSOR COMPRESSED AR HB HOSE BIBS SS SERVICE SINK CLG CEILING HD HUB DRAIN ST STORM s CHDW CHILLER, DRINKING WATER HW HOT WATER TEMP TEMPERATURE CP CONDENSATE PUMP HWR HOT WATER RECIRCULATING TW TEMPERED WATER CS COUNTER SINK IEWH INSTANTANEOUS LECTRIC Tom' J TEMPERING/MIXING VALVE l WATER HEATER CW COLD WATER j IM ICE MAKER UR URINAL "F DEGREES FARENHEIT KS KITCHEN SINK UG UNDERGROUND C.O. CLEAN OUT KW KILOWATT VTR VENT THRU ROOF DISP DISPOSER LAV, L LAVATORY WC WATER CLOSET ON DOWN MBH MEGA BTU PER HOUR W/ WITH OF DRINKING FOUNTAIN MS MOP SINK WH WATER HEATER B TEMP. DIFFERENCE IN 'F NIC NOT IN CONTRACT WHA WATER HAMMER ARRESTOR DWG DRAWING OD OVER FLOW DRAIN WF WATER FILTER EDF ELECTRIC DRINKING FOUNTAIN PC DOMESTIC HOT WATER WR WATER RISER DIAGRAM EFF EFFICIENCY PD PLANTER DRAIN WS WATER SOFTENER i; PS PUMP, SUMP V VACUUM DIET L NOT TO SCALE rM CLEANOUT FINISH GRADE P 1'-0"xi'-0"x6"� CONCRETE PAD ( CLEANOUT BOX KITH C.I. COVER MARKED, STORM' EXTENSON SAME I OR 'SANITARY' AS REQUIRED SIZE AS SEWER M &UM I K FWURE SCHEDULE CS-1 COUNTER SINK: 25" x 22" SINGLE BOWL, ELKAY E-GRANTTE (85% NATURAL QUARTZ), UNDER COUNTER MOUNTED, DUAL HANDLE BACK MOUNTED POLISHED CHROME -PLATED CAST BRASS 8" LOW PROFILE FAUCET WITH 4" VANDAL -RESISTANT COLOR -CODED BRASS WRIST BLADE HANDLES, POLYMER DRAIN OUTLET FITTING WITH REMOVABLE BASKET STRaVNER, SUPPLES WTTH STOP, BRASS P-TRAP. ELKAY "GOURMET' ELGU2522, ZURN AQUASPEC Z842H1 FAUCET, LKS35BK STRAINER, T & S BRASS B-1305 SUPPLIES. PIPE FITTING SHALL BE OF THE 2 WAY CLEANOUT 6" SANITARY CS-2 SAME MATERIAL AS SEWER MAN. SEWER - - -�- - - UN' NOT TO SCALE I TEST TEE ACCESS COVER AND FRAME THREADED CLEANOUT PLUG FINISHED WALL SURFACE Elm 1 A NOT TO SCALE TEMPE THERMOSTATIC MIXING VALVE (TEMPERED WATER) HOT WATER SUPPLY FROM 22" HEAT TRAP =LANGED FEMALE INLET t HOSE THREAD ON OUTLET, ROUGH CHROMIUM PLATED W/ VACUUM 3REACER. C.W. SUPPLY CHROMIUM PLATED/VANDAL PROOF VACUUM BREAKER. -INISHED FLOOR OR GRADE * INLET TO BE 3/4" MOMETER COUNTER SINK: 25" x 22" SINGLE BOWL, ELKAY E-GRANITE (85% NATURAL QUARTZ), UNDER COUNTER MOUNTED, DUAL HANDLE BACK MOUNTED POLLSHED CHROME -PLATED CAST BRASS 8" LOW PROFILE FAUCET WITH 4" VANDAL -RESISTANT COLOR -CODED BRASS WRIST BLAME HANDLES, POLYMER DRAIN OUTLET FITTING WITH REMOVABLE BASKET STRAINER, SUPPLIES WITH STOP, BRASS P-TRAP. ELKAY "GOURMET' ELGUIM, ZURN AQUASPEC Z842H1 FAUCET, LKS350K STRAINER, T & S BRASS B-1305 SUPPLIES. INSULATE AL WATER AND WASTE PIPING MOW SINK. H13-1 HOSE BIBB: WALL MOUNTED, BRASS, CHROME PLATED, VACUUM BREAKER, 3/4" MOM THREAD SPOUT, POLYCPRBONtATE WHEEL HANDLE AND LOOSE TIE KEY. WOODFORD MODEL 24. TMV-1 THERMOSTATIC MIXING VALVE: WATER MIXING VALVE NTH MINIMUM FLOW OF .50 GPM, MAXIMUM FLAW OF 3.5 GPM, INTEGRAL INLET CMECK STOP, DIAL THERMOMETER, BRONZE BODY & CAP WITH STAINLESS STEEL PISTON & LINER, 1/2- INLETS, AND 1/2- OUTLET. BRVLEY MODEL S59-2007. ■ WATER ARRESTOR EQUAL TO ZURN SHOCKTROL MODEL Z-17DO OR T WATTS SG (COPPER WATER HAMMER ARRESTOR), 65 PSI MAX. RATING MAX. PPNG LENGTH COVERED BY ONE ARRESTOR SHALL BE 20 LINEAR FT. TYPE "A" = 11 FU MAX, TYPE "B" = 30 FU MAX, TYPE "C" = 60 FU MAX. ALL WATER ARRESTERS SHALL BE TYPE "A" UNLESS OTHERWISE SHOWN. WCO WALL CLEANOUTS: EQUAL TO: FINISHED AREAS ZURN, ZS-1469-VP-7" UNFINISHIED AREAS ZURN, ZAB-1469-VP-7" FCO FLOOR CLF.AIGUTS: EQUAL TO: FINISHED AREAS ZURN, ZN-24000-2, ZN-1400 OR WATTS CO-20OP-R CARPETED AREAS ZURN, ZN-14000-14, ZN-1400 OR WATTS CO-20OP-RC UNFINISHED AREAS ZURN, ZN-1420-27, Z-1400 OR WATTS CO-20OP-RX-4 HEAVY DUTY MGM ZURN, Z-1400-DC TRAFFIC AREAS 22" HEAT TRAP 2.1 GALLON EXPANSION TANK (WILKINS WXTP-8 OR AMTROL) COLD WATER SUPPLY P&T RELIEF DISCHARGE RUN FULL SIZE COPPER OF SPREE OUTSIDE PPE TO SPILL OVER FLOOR DRAIN OR OUTSIDE OF BUILDING 3" ELECTRIC WATER HEATER 1M WATER ACUUM BREAKER RELIEF VALVE (TEMP. & PRESS.) COLD WATER UNION (TYPICAL) ------I HEATER DRAN IABEGAUAE MINVANIZED METAL PROVIDE WATER HEATER SUPPORT BASE SEE DETAIL PLUMBING GENERAL NOTES 1. ALL WORK SHALL CONFORM WITH THE 2010 FLORIDA PLUMBING CODE, THE 2010 FLORIDA BUILDING CODE, THE 2010 FLORIDA ACCESSIBILTY CODE, THE ST. LUCIE COUNTY BUILDING DEPARTMENT AND ALL OTHER APPLICABLE CODES AND STANDARDS. 2. ALL HANDICAP FIXTURES SHALL BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE 2010 FLORIDA ACCESSIBILITY CODE CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL UTILITIES IN THE FIELD. 4. PROP TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 5. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. 6. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. 7. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC IN ACCORDANCE WITH ASTM D 2665. PVC PIPE FITTINGS SHALL BE IN ACCORDANCE WITH ASTM D 3311. JOINTS SWILL BE SOLVENT CEMENTED IN ACCORDANCE WITH ASTM D 2855 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM D 2564. 8. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. 9. ALL PIPING SHALL BE CONCEALED WITHIN THE CEILING SPACE, WALLS AND CHASES AS SHOWN ON PLAITS. 10. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING PENETRATIONS. 11. ALL ABOVE SLAB COLD WATER, HOT WATER AND TEMPERED WATER PIPING SHALL BE SCHEDULE 40 CPVC IN ACCORDANCE WITH ASTM F 441. PIPE FITTINGS SHALL BE IN ACCORDANCE WITH ASTM F 483. JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH ASTM D 2846 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM F 493. 12. ALL COPPER WATER LINE PENETRATIONS THROUGH WALLS AND FOOTERS SHALL BE SLEEVED. 13. INSULATE ALL HOT WATER AND TEMPERED WATER PIPING WITH 1" THICK FORA RUBBER INSULATION (ARMA FLEX). 14. INSULATE ALL EXPOSED PIPES AND SURFACES UNDER ACCESSIBLE LAVATORIES PER ADA 4.19.4 AND ANSI-A117.1. PROVIDE ONE PIECE PROTECTOR WITH FULL ROTATION OPTION CONSISTING OF INTERNAL GROOVE LOCKING RING FOR NON SEPARATION AND EXTERNAL LOCKING RING WITH STAINLESS STEEL SECURITY SCREW TO INSURE EXTRA LONG TERM TAMPER RESISTANCE ANTIMICROBIAL U.V. INHIBITED UIWYERSAL FIT, 3-M DUAL LOCK (TM) FASTENERS SECURED WITH SELF LOCKING APPROVED NYLON STRAPS. FURNISH ONE PIECE VALVE/ANGLE STEP PROTECTOR. ONE PIECE OFFSET PROTECTOR AND ONE PIECE P-TRAP PROTECTOR. PRO-XTREME BY PLUMBEREX. 15. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED IT'S ENTIRE LENGTH TO PREVENT SWAY AND VIBRATION. 16. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. AR CHAMBERS SHALL NOT BE SUBSTITUTED FOR FACTORY FABRICATED WATER SHOCK ARRESTORS. 17. FURNISH SUPPLIES WITH STOP VALVES FOR ALL PLUMBING FIXTURES. 18. ALL SHUT-OFF VALVES SHALL BE BALL VALVES. 19. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. 20• ALL SOIL, WASTE, AND VENT PIPING SHALL BE SLOPED 1/4" PER FOOT (2%) FOR PIPES 2 1/2" AND SMALLER AND 1/8" PER FOOT (1%) FOR PIPES 3" AND LARGER, 21. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS, 22. FURNISH AND INSTALL A TIME CLOCK FOR THE WATER HEATER. 23• SET WATER HEATER THERMOSTAT TO PREVENT PROMOTION OF LEGIONELLA (140' F). FURNISH TEMPERING MIXING VANE TO PROVIDE 110"F WATER AT THE PLUMBING FIXTURES. 24. FURNISH AN EXPANSION TANK WITH EVERY STORAGE TYPE WATER HEATER. CONTRACTOR SWILL CHARGE EACH EXPANSION TANK TO EQUAL THE STREET WATER PRESSURE. 25. FURNISH Al HOSE BIBBS WITH VACUUM BREAKER, WATER SHOCK ARRESTOR AND SHUT OFF VALVE. 26. PIPE ALL P&T VALVES FROM WATER HEATERS TO OUTSIDE OF BUILDING USING FULL SIZE COPPER PIPING. 27. PLUMBING PIPING SHALL NOT BE RUN THROUGH OR INTO ELECTRICAL ROOMS. 28. ALL FAUCET BODIES SHALL BE ONE PIECE BRASS CONSTRUCTION. 29. ALL EXTERIOR WALL CLEAN OUTS SHALL BE FURNISHED WITH A COATED CAST IRON SQUARE HINGED ACCESS PANEL WITH VANDAL PROOF SCREWS EQUAL TO ZURN MODEL Z-1461-VP. SIZE SHALL BE 10"X1O" OR LARGER AS NEEDED. 30. ALL INTERIOR WALL CLEAN OUTS SHALL BE FURNISHED WITH TYPE 304 STAINLESS STEEL ROUND ACCESS COVER EQUAL TO ZURN ZS-1469-VP WITH A VANDAL PROOF SCREW. 31. THE PLUMBING SUB -CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORK WHICH BECOMES DEFECTIVE AT NO COST TO OWNER. 32. THE PLUMBING SUB -CONTRACTOR SHALL PROVIDE REQUIRED PERMITS. 33. THE PLUMBING SUB -CONTRACTOR SHALL PROVIDE ACCURATE RED -LINE (OR BETTER) AS -BUILT PLUMBING DRAWINGS TO ARCHLTECT/OWNER AT PROJECT COMPLETION WITH PROJECT CLOSEOUT DOCUMENTS. 34. SINKS CS-1 AND Q-_2 SHALL BE SPECIFICALLY MOUNTED TO ACCEPT A REMOVABLE LAY IN COUNTER INSERT. PLUMBING RXTURE CONNECTION SCHEDULE SYMBOL D6�TpN CW TW HW WASTE VENTREJAARKS (1 1 CS-1 COUNTER SINK 1/2" 1/2" 1 1/2" 1 1/4" } CS-2 KV40WAP COUNTER SINK 1/2" 1/2" 1 1/2" 1 1/4" HANDICAP G HB-1 HOSE BIBB 3/4" m - I • - -� we r a- � r : a• 1 a- • r'Y• . +-.'a� c •7• r1a s r � a. ' � A. �� � � ��• IIIVMIIIMI M�� r 101tili FJAGN TANK ITHL WATER HEATER WITH THE FOLLOWING: 1. WATER HEATER SHALL MST THE ENERGY EFFECENCY REQUIREMENTS AS SET FORTH IN THE 2010 FLORIDA ENERGY CODE. 2. WATER HEATER SHALL BE U.L LISTED 3. 6 YEAR LIMITED WARRANTY. 4. FURNISH WITH R-16 INSULATION (NON CFC FORA). 5. FURNISH WITH LASS DWNd VALVE 6. FURNISH WITH GLASS LINED STEEL TANK. 7. FURNISH WITH ADJUSTABLE THERM-STAT CONTROL B. FURNISH WITH DUAL NON-SIAULTANBtIDl3IDHPWMDLnEROMBALWNEOUS UPPER & LOWER ELEMENTS. THESE PLANS AND ALL PROPOSES WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSpBCTORSTHAT LL.%Y BE NECESSARY IN ORDE!, TO COMPLY WITH ALL APPLICAPLE COnES. THE LPA TRANSPORTATION CONSULTANTS 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH; FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 FERNANDO.R PRIETO FL. ARCHITECT LICENSE # AR008840 Designer: Checked by: ABJr ABJr Technician Project Number: MB Notes: BABES AS30CUIII CON111111JIl G ENiGMERS 150 CIRCLE DRIVE MAITLAND, FL 32751 ' VOICE: 407.628.0882 ` FLORIDA STATE P.E. NUMBER: 5131 GUS BORES JR. P.E., PE NUMBER: 39410 AUGU930 E. 00115 RDWA PE # 3941 ����11AA11T�T�J� vg?O E f,,r JG..........", O 0. U.ICt ,�R`'� It O L EtA ``N` f1 PERMIT SET I i { �I is I pl FILE COPY REVISIONS No. Description Date By Project Name: y SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: PLUMBING GENERAL NOTES, SYMBOL LEGEND AND SCHEDULES FAA A.I.P. PROJECT NUMBER: ENGINEER OF RECORD k3 Date. FEBRUARY 2014 I Scale. l dl Drawing Number: P-0 L (NEW) HB-1 <Z T 1/2° CS TEMPERING MIXING 3/4- VALVE TMIV-1 TEMPERING 3/4"J" 31e VALVE T (NEW) ELECTRIC R YHEATER EWH- 3/4-<5 UNDER COUNTER (NEW) (NEW)Q"l N\-2 ./7\ > \—SHUT OFF 'VALVE IN VALVE BOX AVW� A �Jft�,W% S A A A 61114"IM IM ffidift 1=111% rlk@ A J0MM A A 1 1/20. 1 1/2- 3' VTR F 2- 3- WCO W, \-4- (EXISTING) NEW DECK EXTENSION NEW ADDITION EXISTING BUILDING 3/4" (NEW) z 0 z LU NEW DECK EXTENSION >< LU LU 3/4' (NEW) 3/4- (NEW) 0 ------------- UJI z— — - - - --------------------------------------------------- ---- - - - -- - - - — - - - --- - ------------------- - - z 0 k- I 21Q 0 1 r LJ W z---------- ----------- --- ----------- I I I 2°0 - - ----- - ----- - ------- - ---- - - ------------ 2 WAY GCQ JR7 Y7� SHUT OFF VALVE IN VALVE BOX — EXISTING BUILDING FLOOR PLAN - PL SCALE: 1/8" = V-0" UMBING PLUMBING KEY NQIE5 EXISTING 4' SANITARY WASTE LINE UNDERGROUND TO REMAIN - CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF WASTE LINE PRIOR TO 4, BID. O EXISTING DOMESTIC WATER SUPPLY LINE UNDERGROUND TO REMAIN - CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF WATER LINE PRIOR TO BID. Q RUN NEW CW & HW PIPING IN WALL - SHOWN IN MILLWORK FOR DRAWING CLARITY. THE (D MOUNT HOSE BIBB TO VERTICAL DECK COLUMN AT 180 LPA ABOVE GRADE. GROUP O RUN NEW DOMESTIC WATER PIPING EXPOSED AND ATTACHED TRANSPORTATION CONSULTANTS TO BOTTOM OF FLOOR STRUCTURE. 2000 PALM BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561) 686-5130 FLORIDA COA # AA-0003054 FERNANDO R. PRIETO FL ARCHITECT LICENSE # AR008840 Designer: Checked by: ABJr ABJ r Technician Project Number MB Notes 130ENWASSOCL4I C:011NISM71M II NGMERS 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.OW2 FLORIDA STATE P.E. NUMBER: 5131 GUS BOBES JR. P.E., PE NUMBER: 39410 AlUi E 90BES IL RE WORIDA RE # 39410 C ,vJST0le LIC$ TtEt4 110111 REVISIONS No. Description Date By Project Name SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: FLOOR PLAN PLUMBING - SANITARY FAA A.I. P. ENGINEE Date FEBRUARY 2014 Drawing Number: P-1 a (APPLIES TO AL DRAWINGS) 1. BRANCH WIRING IS NOT SHOWN GRAPHICALLY ON DRAWING AND IS INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. PROVIDE COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. 2. LIGHTING FIXTURES ARE SHOWN FOR QUANTITY AND CIRCUITING ONLY. FOR EXACT LOCATION OF LIGHTING FIXTURES, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. COORDINATE WORK WITH CEILING CONTRACTOR. PROVIDE PROPER FIXTURE FRAMES FOR TYPE OF CEILING INDICATED. 3. FOR EXACT ARCHITECTURAL LAYOUT AND DIMENSIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS. ELECTRICAL DRAWINGS ARE FOR REFERENCE ONLY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (A A) AND 2000 NATIONAL ELECTRICAL CODE (NEC). 5. COORDINATE AL WORK DONE UNDER THIS DIVISION WITH WORK TO BE PERFORMED UNDER DIVISION 15. 6. COORDINATE WITH OTHER TRADES FOR EXACT LOCATIONS OF ALL MOTORS AND OTHER EQUIPMENT TO BE INSTALLED AND/OR WIRED UNDER THIS DIVISION BUT FURNISHED UNDER ANTHER DIVISION OF THE SPECIFICATIONS. 7. ALL BRANCH CIRCUITS FOR 120 VOLT, 20 AMP CIRCUITS EXCEEDING EIGHTY FEET IN LENGTH SHALL BE INCREASED IN SIZE AS REQUIRED TO ALLOW FOR VOLTAGE DROP LOSSES. 8. PACK ALL SLEEVES FOR CONDUITS PASSING THROUGH FIRE RATED WALLS AND FLOOR SLABS WITH FIRE RESISTANT MATERIALS. ALL PENETRATIONS SHALL BE UL RATED. 9. ALL EMPTY CONDUITS (EC) SMALL BE PROVIDED WITH NYLON PULL WIRES. 10. TYPE AC CABLE AND ELECTRICAL NON-METALIJC TUBING SIA61 NOT BE PERMITTED. TYPE MC CABLE IS PERMITTED AS LONG AS IT IS ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION (ANJ). 11. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT (I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE CUTLETS, OWNER FURNISHED EQUIPMENT, ETC.) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS 12. THE POWER COMPANY SWMl BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (SCC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PA ELBOARDS WHICH HAVE AC/WITHSTAND RATINGS GREATER THAN THE AVAILABLE SCC. 13. ALL CONDUITS IN OR UNDER SUB OR UNDERGROUND SMALL BE PVC SCHEDULE 40. 14. ALL CONDUITS ABOVE SLAB, WHETHER EXPOSED OR CONCEALED, SMALL BE EMT, IMC, OR RIGID GALVANIZED STEEL. 15. FLEXIBLE META- RACEWAYS SHALL NOT EXCEED 6' IN LENGTH. 16. "LIQUID -TIGHT' TYPE FLEXIBLE WEATHERPROOF RACEWAYS SMALL HAVE A METALLIC INTERIOR AND NOT EXCEED 6' IN LENGTH. 17. ALL BOXES, PLASTER RINGS, EXTENSION RINGS, AND BOX COVERS SHALL BE METAL 18. ALL CONDUITS SHALL BE PARALLEL AND PERPENDICULAR TO STRUCTURAL MEMBERS. 19. ALL BENDS SHALL BE MADE IN CONDUIT USING PROPER EQUIPMENT AND MEET NATIONAL ELECTRICAL CODE (NEC) REQUIREMENTS. 20. ALL WIRE, "GLUM BUT NOT LIMITED TO FEEDERS AND BRANCH CIRCUIT WIRING, SMALL BE COPPER - #12 AWG THWN MINIMUM EXCEPT FOR LOW - VOLTAGE WIRING FOR COMMUNICATIONS SYSTEMS, WHICH MAY BE SMALLER. 21. ALL BREAKERS SMALL BE "FULL SIZE". N TANDEM, PIGGY BACK, TWIN, OR HALF SIZE BREAKERS WILL BE ACCEPTED. 22. AL DEVICES SHALL BE COMMERCIAL OR SPECIFICATION GRADE. 23. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER AND TEMPORARY LIGHTING DURING CONSTRUCTION. TEMPORARY POWER SHALL PROVIDE ADEQUATE POWER FOR NORMAL CONSTRUCTION USE. TEMPORARY LIGHTING SHALL PROVIDE ADEQUATE LIGHT SO THAT THE INDIVIDUAL TRADES WORK CAN BE COMPLETED. 24. ALL ELECTRICAL EQUIPMENT SHALL BE UL LISTED. 25. A GREEN INSULATED COPPER GROUND CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS. 26. GROUNDING SYSTEM SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 AND APPLICABLE REQUIREMENTS OF IEEE STANDARDS 142 AND 241. 27. CONDUCTORS ARE SIZED FOR VOLTAGE DROP PER N.E.C. ARTICLE 210.19(A)(1) FPN No. 4 AND F.B.C. 505.7.3.1&2. ELECTRICAL CONTRACTOR SMALL PERFORM VOLTAGE DROP CALCULATIONS IN ACCORDANCE WITH N.E.C. ARTICLE 210.19 (A)(1) FPN No. 4 AND F.B.C. 505.7.3.152 ON ANY CIRCUITS THAT ARE INSTALLED THAT DIFFER FROM THE DESIGN SHOWN IN THESE PUNS. FEEDER CONDUCTORS SMALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% AND BRANCH CIRCUIT CONDUCTORS 3% AT DESIGN LOAD. 28. TEST RESISTANCE TO GROUND (EARTHING CONNECTION) WITH RESISTANCE TESTER SUBSEQUENT TO FINAL INSTALLATION. WHERE TEST INDICATES RESISTANCE TO GROUND IS OVER 5 OHMS, TAKE APPROPRIATE ACTION TO REDUCE RESISTANCE TO 5 OHMS OR LESS BY DRIVING ADDITIONAL PROPERLY SPACED GROUND RODS AND TREATING SOIL IN PROM" OF GROUND RODS WITH COMMON SALT, COPPER SULFATE OR MAGNESIUM SULFATE. RE1651 TO DEMONSTRATE COMPLIANCE. 29. ALUMINUM PANEL FEEDERS ARE PERMITTED AS LONG AS IT IS ACCEPTABLE TO THE LOCAL AUTHORITY WAVING JURISDICTION (AND). (SOME SYMBOLS MAY NOT BE USED ON THIS PROJECT.) A UPPER CASE LETTER INDICATES tl FIXTURE TYPE "A-1" INDICATES PANEL RECESSED FLUORESCENT FIXTUR� AND CIRCUIT NUMBER, °a° INDICATES A-1a CONTROLLING SWITCH. ® SURFACE MOUNTED FLUORESCENT FIXTURE WALL MOUNTED FLUORESCENT FIXTURE 0 FLUORESCENT DOWNUGHT OR PENDANT. ON WALL MOUNTED INCANDESCENT, FLUORESCENT OR HID FIXTURE +® CEILING MOUNTED EXIT LIGHT. ARROW INDICATES DIRECTIONAL ARROW ON FIXTURE, SHADED AREA INDICATES FACE OF FIXTURE. 04 WALL OR END MOUNTED EXIT LIGHT I EMERGENCY FIXTURE PHOTOCELL $a SINGLE POLE SWITCH, SUBSCRIPT LETTER INDICATES FIXTURE CONTROLLED. (3 = 3 WAY, 4 = 4 WAY, K = KEY OPERATED) MOUNTED 48" AFF �a DIMMER SWITCH, TYPE AND WATTAGE TO CONTROL DIMMING BALLASTS LUTRON NOVA-T STAR (OR APPROVED EQUAL) QUAD RECEPTACLE 20A, 2 POLE, 125V GROUNDED DUPLEX RECEPTACLE. G 18" AFF UNLESS OTHERWISE NOTED. G = GROUND FAULT INTERRUPTER 1oc 20A, 2 POLE, 125V GROUNDED DUPLEX RECEPTACLE. MOUNTED ABOVE COUNTERTOP UNLESS OTHERWISE NOTED. 10, TELEPHONE WALL OUTLET 18" AFF UNLESS OTHERWISE NOTED, PROVIDE 1" EC TO ACCESSIBLE CEILING SPACE. d TELEPHONE AND DATA DUPLEX OUTLET, LEVITON CAT. 41688-1 OR EQUAL 18" AFF UNLESS OTHERWISE NOTED. PROVIDE 1° EC 0 ACCESSIBLE CEILING SPACE. HH TELEVISION OUTLET WITH 1" EC TO TDB. 18° AFF UNLESS OTHERWISE NOTED. ® CEILING MOUNTED JUNCTION BOX 01 WALL MOUNTED JUNCTION BOX ® CONNECTION TO EQUIPMENT 0 PUSHBUTTON sM MOTOR HORSEPOWER RATED TOGGLE SWITCH BY DIVISION 15 NONFUSED DISCONNECT SWITCH. NUMBERS INDICATE SWITCH SIZE. 2P/6OrA/NF FUSED DISCONNECT SWITCH. FUSES SIZED AS SHOWN ON DRAWINGS. MOTOR PANELBOARD FACPO FIRE ALARM/SECURRY CONTROL PANEL FAAP 0 FIRE ALARM ANNUNCIATOR PANEL - I] INTERCOM QS CEILING SPEAKER QS i WALL SPEAKER ® TELEPHONE TERMINAL BOARD (TDB) ,( FIRE ALARM STROBE LIGHT, MOUNTED 80" AFF Q FIRE ALARM MANUAL PULL STATION, MOUNTED 48" AFF FIRE ALARM HORN WITH STROBE LIGHT, MOUNTED 80" AFF Q SPRINKLER FLOW SWITCH Q SPRINKLER TAMPER SWITCH ® KEY LOCK BOX ® HEAT DETECTOR ® DUCT SMOKE DETECTOR KM SMOKE DETECTOR © HOOD FIRE SUPPRESSION SYSTEM PULL STATION ® MU FIRE ALARM SHUTDOWN RELAY [:34 CCTV CAMERA AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR AHIU AR HANDLING UNIT EC EMPTY CONDUIT WITH PULL CORD EF EXHAUST FAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER G GROUND FAULT INTERRUPTER CU CONDENSING UNIT WP WEATHERPROOF (NEMA-3R) NIL NIGHT LIGHT ST SHUNT TRIP IG ISOLATED GROUND THESE PLANS AND ALL PROPOSE© WORK ARE SUBJECT TO ANY CORRECTIONS' REQUIRM By pIELp IWSp6C7011S THAT UAY BE NtCL°BRAtY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. THE °s LPA} GROUP TRANSPORTATION CONSULTANTS 2000 PALM, BEACH LAKES BLVD. SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 FERNANDO R. PRIETO FL. ARCHITECT LICENSE # AR008840 f )signer: Checked by ABJr ABJr lchnician: Project Number: "3I MB I Notes: N3 9pBES ASSOCIATES 001NI6YL.T946 HERS 150 CIRCLE DRIVE MAITLAND, FL 32751 VOICE: 407.628.0882 FLORIDA STATE P.E. NUMBER: 5131 GUS BOBES JR. P.E., PE NUMBER: 39410 AUGUM E 000 AL PE GUSTV .;'�QJ-'���IC� ®off h Wy, U) 3 - sT rF elf ` ERMIT SE)-1 FILE C01 l' REVISIONS No.Description Date By Proiect Name: SAVANNAS PRESERVE STATE PARK EDUCATION CENTER ADDITION PORT ST. LUCIE, FLORIDA Drawing Name: ELECTRICAL SYMBOL LIST & GENERAL NOTES FAA A.I.P. PROJECT NUMBER: OF FEBRUARY 2014 Oravn,,lo [ ll o.- sn= i GENET AL NOTES 1. FOR COMPLETE GENERAL NOTES SEE SHEET E.O. 2. FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND , EQUIPMENT POINT OF CONNECTION, REFER TO MECHANICAL DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS. 3. ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL EE SIZED PER REQUIREMENTS OF NATIONAL ELECTRICAL CODE. CONTRACTOR IS TO VERIFY DISCONNECT SWITCH AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWING PRIOR TO PLACING ORDER AND PROVIDE (0 EVERYTHING AS REQUIRED. CONTRACTOR IS TO W COORDINATE ALL ELECTRICAL REQUIREMENTS WITH MANUFACTURER/OWNER'S PURCHASING LU AGENT/COMMISSIONING AGENT/ELECTRICAL ENGINEER _y_ PRIOR TO ORDERING EQUIPMENT AND INSTALLING 0 ELECTRICAL OUTLETS FOR EQUIPMENT FURNISHED BY aOTHERS TO ASSURE CORRECT ELECTRICAL REQUIREMENTS AND CONNECTIONS ARE PROVIDED. UJ 4. NUMBERS ON THE PLAN THAT ARE SHOWN NEXT TO DEVICES INDICATE THE CIRCUIT NUMBER FEEDING THAT DEVICE. ALL CIRCUITS SHOWN ON THIS PLAN ORIGINATE z FROM PANEL "LCP" UNLESS OTHERWISE NOTED. SEE 0 PANEL SCHEDULE. C3 C�1 UJ ' K i I� 1 W Ot PROVIDE AND INSTALL A RECESSED IN —FLOOR OUTLET 7 BOX (TYPE TO SUIT FLOOR CONSTRUCTION), DUPLEX RECEPTACLE AND ALL COMPONENTS FOR A COMPLETE ASSEMBLY. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH —IN. (D PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND DATA OUTLET IN THE CEDING FOR A PROJECTOR. COORDINATE EXACT LOCATION WITH OWNER PRIOR TO 7 ROUGH -IN. O3 EXISTING HEAT PUMP IS BEING RELOCATED TO MAKE ROOM FOR NEW DECK EXTENSION. EXTEND EXISTING POWER TO NEW LOCATION AS REQUIRED. ® PROVIDE AND INSTALL A 4' WIDE X 4' HIGH X 3/4" THICK € PLYWOOD BACKBOARD AND PAINT WITH (2) COATS OF FIRE RETARDANT GRAY PAINT TO MEET THE REQUIREMENTS OF , TELEPHONE SERVICE PROVIDER, WITH A #6 AWG COPPER GROUNDING CONDUCTOR IN 3/4" PVC CONDUIT FROM BACKBOARD TO SERVICE ENTRANCE GROUND. INSTALL A 2" EMPTY CONDUIT WITH PULL WIRE FROM BACKBOARD TO EXISTING TELEPHONE TERMINAL BOARD. O IN EXISTING PANEL "VCP", DISCONNECT THE EXISTING CIRCUIT BREAKER AND WIRING AT CIRCUIT 38 AND RELOCATE TO CIRCUIT 41. INSTALL A 3 POLE, 100 AMP CIRCUIT BREAKER AT CIRCUITS 38/40/42 AND FEED NEW PANEL "LCP" WITH 4#3 AND 1#8 GROUND IN 1 1/4" CONDUIT. I171 WIP 07 � , �05 RAMP - ``ti; C102 ':L_-. _1 ••u •:.L © •;, c1:[J AIll.: c,,:,�. :, l . ;. • :d 1 \ [ R uZA _ ' 1 1 1 / 1 • 1 1 • ��� ii ���®�����i��Uz�7� m©©%%///%%/%%/ % 1/// E3 0==Z/ -. rs 11 1 1 1 /•1 1 1 •• 1 1 •1 1.1 •• 1 1 / 111 11 111 Mquer1 :11 11 :Ji NEW ADDITION W-1 ElO3 3P/60A/23/25 P _ 3#6, 1 OG,3/4"C. �T�i i�Cly 1 W/ G NEW DECK EXTENSION EXISTING BUILDING NEW THE DECK EXTENSION ` r 0�17 I SL LP ARA& I711 Ti�I i�'ipl GROUPKamm TRANSPORTATION CONSULTANTS "_ EXISTING 2000 PALM BEACH LAKES BLVD. k SUITE 600, WEST PALM BEACH, FLORIDA 33409 (561)686-5130 FLORIDA COA # AA-0003054 FERNANDO R. PRIETO FL. ARCHITECT LICENSE # AR008840 Designer: Checked by: I ABJr ABJr or o ect G Techniaam Number: 1 mNx MB Notes: 18110IE3ES ASSOCIATES CONSM7V4GEZ4GMERB 1 150 CIRCLE DRIVE MAITLAND, FL 32751 7 a o Y VOICE: 407.628.0882 R € C FLORIDA STATE P.E. NUMBER: 5131 GUS BORES JR. P.E., PE NUMBER: 39410 I - -.._._ AUGUM E BODESIR" PE FLORIDA PE 0 39M ----------------- `��ylilllU/s� . ��%%� JgTO E. I e. JG ,. ,... ,S O " 1C t0 .0 < T Ah ° " " T NEW PANEL LCP IS TO BE! FED FROM EXISTING PAINEL "VCP" IN THE VISITORS' CENTER. PANEL "VQP' HAS A 300 AMP MAIN CIRCUIT BREAKER AND AS-nuv ®t1 ELECTRICAL PLANS INDICATE [A TOTAL DEMAND LOAD OF 73.9 KVA OR 205.3 AMPS. NEW PANEL "LCP" HAS A ' TOTAL DEMAND LOAD OF 28}9 KVA OR 80 AMPS hOR A COMBINED TOTAL CALCULATED LOAD OF 102.8 KVA OR 285.7 AMPS. PER FLORIDA POWER & L Utr RECORDS, THE PEAK I? RECORDED DEMAND LOAD ON EXISTING PANEL "VCP" HAS BEEN IN .EB131JP�.-OE_201�P5 -------_.__ _-- 17 I s 1/2"C. OWP/G - 11 Project Name: THESE PLANS A;;D ALL PROPOSE© WORK j ARE SUBJECT TO ANY COMECTIONS SAVANNAS PRESERVE REQUIRED By PIELD tNSPICTCRS THAT � TEDUCATION D D D � I LL1Y BE NECE86A!!Y IN OKER TO COMPLY WITH ALL APPLICABLE CODES. CENTER ADDITION NEW ADDITION EXISTING BUILDING PORT ST LUCIE, FLORIDA - Drawing Name: ---------- FLOOR PLAN OOR PLAN - ELEC L - POWER & SYSTEMS ELECTRICAL POWER& SYSTEMS FAA A.I.P. PROJECT NUMBER: I, o a r: .. < FEOIRUAR o° 014 Drawing Number: E —2