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HomeMy WebLinkAboutConstruction Document Set•• FRI 28 SEP 2007 <0&13:21PM ESA \\MOBILE MODULAR HYBRID\MMH NELSONO7\NEL-SON LLC 146CMPH CRAe\N146C-AO.0-NELSON.DWG I - -` -. 'M•-�_ I� 006,5 ?:_ lgff- I. ALL BUILDING CONSTRUCTION MATERIALS, AND INSTALLATION M15T BE IN ACCORDANCE WITH: -STATE REQUIREMENTS FOR EDUCATIONAL FACILIT115 FBC 2004-CH 425 _FLORIDA WILDING C50DE4004, DEG 12, 2005 AMNDMIENT5 _FLORIDA MECHANICAL CODE2004 FLORIDA PLLRMBING CODE 2004 _NATIONAL ELECTRICAL CODE (2004) -ENERGY EFFICIENCY CODE2004 _FLORIDA ACCESSIBILITY CODE FOR WILDING CONSTPXTION2004 AND THE AMERICANS NTH DISABILITIES ACT (ADA) _FLORIDA FIRE PREVENTION NFPA 111004) CODE NFPA 101 ON) _MINIMUM DESIGN LOADS FOR WILDING AND OTHER STRUCTURES ASCE-1.02 2. ACCESSIBILITY TO WILDING 15 FIELD BUILT AND SUBJECT TO THE APPROVAL OF THE LOCAL WILDING OFFICIAL. ALL SITE CIRCULATION ONALKWAY5, RAMPS, ETW, SITE PREPARATIOK.UTILITIES, SURVEYS, ETC, NOT INCLUDED HEREIN ARE TO 13E BY OTHERS. 3. NOT USED 4. ALL NHDOWS KIRIN 24 INCHES OF DOORS, AND ALL GLASS IN DOORS SHALL BE TEMPERED OR SAFETY GLASS. S. FOR DESIGN LOADS SEE STRUCTURAL. DESIGN DATA 6. FOR BASIC WIND SPEED REQUIREMENTS SEE STRUCTURAL. DESIGN DATA 1. BUILD% IS CONSTRUCTION TYPE II-5, CHAPTER 6, PBC, AND SECTION 42321(SFe) 8. OCCUPANCY- EDUCATIONAL GRCUP E AND COMPLY IMTH FBC SECTION 423 4. ALL EGRESS DOORS PROVIDED NTH NARDWARE MICH WILL ALLOW E5RE56 AT ALL T14 5 WITHOUT ASSISTANCE. DOORS PROVIDED NTH LOCKS SHALL BE EQUIPPED WITH LOCK SETS WHICH ARE NOT LOCKABLE FROM INSIDE THE SPACE, AND ARE CLASSROOM FUNCTION LOCK SETS TOILET ROOM DOORS MAY HAVE PRIVACY LOCKS, EUT SUCH LOCKS SHALL BE UNLOGKABLE FROM THE OUTSIDE WITHOUT THE USE OF A SPECIAL KEY, ARIE NCH OR SPECIALIZED OBJECT. 10. CARPET, WHEN INSTALLED, SHALL MEET CRITICAL RADIANT FLUX LIMITS A5 DETERMINED BY NFPA253. A CERTIFIED STATEMENT MADE 13Y AN INDEPENDENT TESTING LABORATORY SHALL BE ISSUED TO THE ON19R FROM 1HE CARPET MANUFACTURER STATING THAT THE PARTICULAR FABRIC SUPPLIED AND USE12 PASSES THE METHS NAMINE TABLET TEST AND MEETS OR EXCEEDS THE STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES. II. ANY SOURCE OF,NATURAL LIGHT SHALL BE GLAZED NTH GLARE REDUCING GLASS TO PREVENT GLARE WHICH WOULD INTERFERE WITH THE SEEING TASK 12. MINIMUM INTERIOR FINISH 15 CLASS "A' OR 'B' AS PER NPPA 10L 15. EXTERIOR DOORS MUST BE EQUIPPED WITH A CLOSER, DOOR CHECK, OR OTHER SUITABLE DEVICE TO PREVENT SLAMMING. IN ADDITION, EXTERIOR DOORS MUST HE EQUIPPED WITH BACK UEGK TO PREVENT UNCONTROLLED OPENING. 14. THE MAXIMUM DIFFERENCE IN FLOOR ELEVATION AT DOORS IN PATH OF EGRESS SHALL NOT EXCEED 1/2 INCH. 15. WALKS, RAMPS, STEM OR PLATFORMS SHALL NOT BE CONSTRUCTED ADJACENT TO ANW % CASEMENT OR PROJECTING WINDOWS IN SUCH A MANNER A5 TO CREATE A HAZARD. 16. NATURAL LIGHT SOURCES SHALL BE PROVIDED WITH MINI BLINDS (OCEPT DOOR L16HT5). IT AUTOMATIC SMOKE OR HEAT DETECTOR SHALL BE INSTALLED IN CLOSETS KEN REQUIRED. 0. THIS WILDING HAS NOT EBI N DESIGNED FOR LOCATION IN FLOOD ZONES AI THROUGH Ago, AE, AH, AID OR V. OMER NULL BE RESPONSIBLE FOR FLOOD ZONE DETERMINATION AND NOTIFICATION R5SARDIN6 ADDITIONAL FILL RM1FM4NNT AT THE R9ACATABLES. I'L ALL MATERIAL SUBSTITUTES SHALL BE AN APPROVED PRODUCT WITH A VALID 'FL IDENTIFICATION' NUMBER, WITH EQUAL TO OR GREATER IN QUALITY AND APPROVED BY THE ARCHITECT AND 04M FLORIDA ACCESSIBILITY CODE b FEDERAL. ADA ACCESSI IM NOTE I. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE REST ROOM FACILITIES AND AT ACCESSIBLE WILDING ENiRANCE54AILE55 ALL ENTRANCES ARE AGGESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. SUCH SIW4SE SHALL IE SUPPLIED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL CODES AND JURISDICTION 2. WHERE DRINKING FOUNTAINS ARE INSTALLED, THERE SHALL BE OWE AT STANDARD HE16W CONVENIENT FOR THOSE WHO HAVE DIFFICULTY -- - -PENDING-AND-ONE NTH.A SPOUT HE6HT_NO..HI6HER THAN 96 AABOVE THE FLOOR FOR INDMDUALB IN N EMXHAIR5. FOUNTANS SHALL HAVE UP -FRONT SPOUTS AND EITHER HAPD-0OPERATED OR WED AND FOOT' OPERATED CONTROLS. - --- - S. NUERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAMRS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLONNS, DOORS, ETCTO SUCH SPACES SHALL BE ACCESSIBLE OE TOUCH LATCHES, U-SHAPED PULLS): PACTS SHALL BE MAXIMUM OF 86' HIGH FOR WHEELCHAIR ACCESS AND 40' HIGH FOR AMBULATORY CHILDREK CLOTHES RODS SHALL BE A MAX. OF 40 ' AFF. 06, MAX NHFJN USING HOOKS). 4. CONTROLS DISPENSERS, RBCV7ACLES AND OTHER OPERABLE BZI MIW SHALL BE WNW NO HIGHER THAN 48" AFF. FOR FRONT APPROACH OF 52' AFF. FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LE55 THAN IS' AFF. EXCEPTION HEIGHT LIMITATIONS DO NOT APPLY NUERE USE OF SPECIAL EQUIPMENT DICTATE5 OTHERMSE OR NERE ELECTRICAL RE' EPTAAMES ARE NOT NORMALLY INTENDED FORUSE BY WILDING OCCUPANTS. 5. HERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THIROU6HIOUT INCLUDING, REST ROOMS, AMD PACED 80' AFF. OR 6" BELOW CEILING, NUCHEVER 15 LONER 6. DOORS To ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (IE. mm-oP9RATED, RUSH TYPE,V SHAP®) MOUNTED NO HIGHER THAN 34' AFF. VISION PANELS NTH A MINIMUM AREA OF qb SQ. INCHES SHAH BE INSTALLED IN DOORS NTH THE BOTTOM OF THE VISION PAIL. BEING SET AT SO' AFF. DOORS SHALL HAVE KICK PLATS EXTENDING 18' ABOVE 11E FLOOR SHALL BE MADE OF MATERIAL THAT CAN NT IWAND BATTERING, FROM WHEELCAR FOOTRESTS, CRUTCHES AND OTHER AMBULATORY AIDS. 1. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. CHANGES IN LEVEL BE MM 114' AND 112' SHALL 13E BEVELED NTH A SLOP'_ OF NO GREATER THAN 1,2. CHANGES IN LEVEL GREATER THAN 112' REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE U2' MAX GRATING IN FLOOR SHAM HAVE SPACES NO GREATER THAN V2' NDE IN ONE DIRECTION DOORWAY THRESHOLDS SHALL NOT D(C® V2' IN HEIGHT. a. ACCESSIBLE WATER CLOSETS SHALL BE OF STANDARD HEIGHT. TWO HORIZONTAL GRAB BARS SHALL BE PROVIDED. ONE 42" LONG ON THE SIDE OF THE WATER CLOSET, .26' AFF. THE OTHER HORIZONTAL BAR SHALL BE 56' LONG, LOCATED 12' FROM THE BACK WALL AND-26' ABOVE THE FLOOR. q. ACCESSIBLE LAVATORIES SHALL BE MOUNTED NTH THE RIM NO HISTHAN 22" AFF. FOR PRE-K AND 2W AFF. FOR K THROUGH S. 10. ACCESSIBLE SINKS SHALL BE MOUNTED NTH THE RIM NO HIGHER THAN 22' AFF. FOR PRE-K AND-25' FOR K THROUGH 3 AND A CLEARANCE OF AT LEAST SG,' WIDE AND I'I' DEER UNDERNEATH SINK THE SINK DEPTH SHALL BE 65' MAXIMUM. THE COUNTER AND SUPPORTING STRUCTURE SHALL HAVE A MAXIMUM THICKNESS OF 2' OVER THE REQUIRED CLEAR SPACE II. HOT WATER AND DRAM PIPES UNDER ACCM113LE LAVATORIES AND SINKS SHALL. BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL. BE NO SHARP OR ABRASIVE 5U2FACESMEIR ACCESSIBLE LAVATORIES AND SINKS. 12. AccessiBLE LAVATORIES AND SINKS 91AL HAVE AccasIBLE FAUCETS OE. LEVER-oPERATFD, Rsi-TYPE, ELECTRONICALLY CONTROLLED). 15. NHE RE MIRRORS ARE PROVIDED IN REST ROOM AT LEAST ONE SHALL BE PROVIDED NTH ITS BOTTOM EDGE NO HIGHER THAN SW AFF. 14. VeM MEDICINE CABINETS, ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED NTH AUSABLP SHELF NO HIGHER THAN 44' AFF. 15. GRAB BARS REWIRED FOR ACCESSIBILITY SHALL BE 1-I/4' TO 1-1/2' IN DIA. NTH I-1/2' CLEAR SPACE BETNIEEN THE BAR AND THE WALL. 6RAB BARS SHALL 13E OM16W AND INSTALLED PER MANUFACTURERS SPECIFICATIONS 50 A5 TO SUPPORT A 250 POUND MINIMUM LOAD AT ANY POINT, IN ANY DIRECTION. IS., ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED IS LBS. FOR EXTERIOR SWINGING DOORS AND 5 L 55. FOR ALL SLIDING, FOLDING AND INTERIOR SNN61N6 DOORS. 11. TOILET STALL DOORS SHALL BE THE SELF CLOSING TYPE. 10. 'A TONE- DISPENSER SHALL BE L.OGAT®. ADJACENT TO ALL ACCESSIBLE LAVATORIES. MODULAR CLASSROOMS FOR PUBLIC SCHOOLS CONSTRUCTION DOCUMENT SET FOR MOBILE MODULAR MANAGEMENT CORPORATION MANUFACTURER: NELSON, LLC LeA f,�._. :rz var" f L 0 R I D A ARRITICTS . )7/5555 )7%3700---5550 16 Index Of Drawings AOZ COVER SHEET ARCHITECTURAL 146 C MODULAR HYBRID ALL SITE RELATED PLANNING, PERMITTING AND IMPROVEMENTS t q .7 ARE THE SCHOOL BOARD'S. _ RESPONSIBILITY. DCA PLANS REVI Builder: tjapa.l -lA DATE: SEPT 28 2007 Prue«��+.� Date:►.►5. 1 Reviewed by: 12± GLUM IA-V2 4 REVISION: ® Approved without comments ❑ Approved with comments See approval letter dated: tl��� TW appmat In no Lacy aftWdm the bui@ar h all apptleabls e,.ment enHes, whteh may not be pit, TO THE BEST OF OUR KNOWLEDGE, THESE CONSTRUCTION DOCUMENTS ARE COMPLETE AND IN COMPLIANCE WITH CRITERIA SET FORTH IN THE 2004 FLORIDA BUILDING CODE, CHAPTER 423, STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES (SREF). TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ASBESTOS CONTAINING MATERIALS SPECIFIED AND/OR AS BUILDING MATERIALS IN THIS PROJECT. A2D LIFE SAFETY/ FLOOR PLAMB AND BUILDING ELEVATION A2J REFLECTED CEILNG PLANS AND DETAILS A2.2 EW ARCED RESTR0 M PLANS, ELEVATIONS AND ROOF DETAILS CLASSROOM TOILET ELEVATIONS STRUCTURAL MECHAMCAL M10 FLOOR PLANS AND ISUILONG DETAILS M2.0 14VAC SCHEDULE AND DETAILS PLUMBING Z9 L�2ID7 - (SEE SEPARATE CONSTRUCTION, DOCUMENT FOR FOUNDATION DESIGN) PJID PLUMBING FLOOR PLAN, LEGEND AND DETAILS 82J TYPICAL FLOOR FRAMING, TYPICAL WALL PANEL LAYOUT PLAN AND ROOF FRAMIMLG PLAN S22 ALTERNATE CONNECTION DETAILS ELECTRICAL SA Z BUILDING BECTIONS AND PANEL ELEVATIONS, SFS�o STRUCTURAL DETAILS EJO ELECTRICAL SYMMOL LEGEND AND FIXTURE SCHEDULE E2.0 LIGHTNG PLAN E30 POWER AND SYSTEM PLAN SCALE NOT& WALE 16SET FOR 22'XWPAPERU' 'P THE fz%&f%APY 0 N 0 N a W U C a E v ❑ o] } S _ ❑ O ul J 00 O 2 FPJ 28 SEP 2DO7 <05:1259P,1 EST> \\Ii0BI E 110DUTAR WBBID\WIH NEISON07\NE.SON LLC 146CUPH CMN146C-A20.DWG __4"X3" X .050 ALUM OPTIONAL MOUNTING FLASHING CONT. PLATE FOR WALK WAY T/PANEL 1/8" SPRAY -APPLIED OR AWNING TEXTURED PAINT " t/LOW WALL 36" x 84" HOLLOW' MTL_ DOOR 4 • — — • — • FIN. CEILING FRAME W, 3'-4"x _ ° ' T-2" 141" L FRAME l41' WIDE) (41° WIDE) ALUM 'L' TRIM ALL -OPTIONAL. 36"X80" F % % EXT CORNERS (TYP-) OW MTL_ DOOR AND FRAME �/ TWO SINGLE HUNG ALUM, ul .' FRAME WINDOW 3'-5"X TERMINATE TRIM W/ / / V-3" CLEAR GLASS TYP. 45• BEVEL END, �� SEE NOTES 1 AND 2 TYP, EACH END. �. .:::::::::::::' ::....... ... ..... ::... :::: TiFM FLR PANEL 14 ----- ..........I........ . ID -ID 90- EARTH BMFM � TOP OF PAD car_ SLOPE APPLIED TRIM " L-24 MAX OLANDINGT 4"XV X .050 ALUM FLASHING CONT, EXHAUST FAN_ HOOD (UNITS W/ TOILETS) 1/8" SPRAY-APPLIE TEXTURED PAINT s BUILDING ELEVATION ,/e•®, -o• A 20 RE: - OPP NAND T/PANEL J,4 T/L0W WALL FIN. CEILING EL 8- -SINGLE HUNG ALUM_ FRAME WINDOW X V-3" CLEAR GLASS TYP. SEE NOTES I AND 2 TAN FLR PANEL J. EL.IOID'-0" Y / m EL cn'-3 114" `{ ELECTRICAL PANEL WALL HUNG HVAC UNIT --BUILDING ELEVATION - - r,/4• v,- — e 2n 1 RE: OPTION B - (UNIT WITH TOILET) WALL HUNG 5 SINGLE HUNG ALUM Z 3 5 HVAC UNIT SQL FRAME WINDOWS V-5° A2.1 X W-3' CLEAR t i akla— i , . . - `, (41" WIDE) (41 W141 �� . 141" W 1 'by 0 EXHAUST FAN DUCT - - 5 .� ELECTRICAL PANEL 4 � IMPERVIOUS FLOOR SMGICEF0.0 ALUM FRM1E ; CAL PANEL WALL FNFJCt FNAC UNIT i INTEGRAL 6' MTL STUD WALL __ �- e WINDOWS 3 5' X 5 -3' CLEAR r - i COS BASE ` :I TOILET � 4'X4' TACK BOARD - x 4',%' MAI�R BOARD 5 r E � '• 3 5/8° MTL,STUD ; CARPETED FLOOR ; W' HM. DOOR 8 6 • r 8 8 .;r FF �L j� THRESHOLD MTL 44 r OPP, RAW 40FF CLAS ROOIVL� 4 4 CLall, S OOM ; 1 0 If lD 2� � 1 0 ;� 2 cARPETEDIFLOOR;,' _ �PL.ANs G itEi/�EV II;'.• - Date: ll5 r 4 IZidc_±{i ' •4X8I TACK BOARDi T BOARDApproved JR- Approved w4hout comments�'X4' with comments r FIRE EXi ISHERONap 4'-0' AFF al letter dated: 11-o FIRE EXi ISHER ORHANGER T . M EV DISTRICT ble c 36"44° OW WL DOOR, Inna'wraRevIxWmobaNtlarb°sncc nt codes, WW11 may not be MemMaO In � �~ a-� ; HANGER TOP, ELEV 4'-0° AFFBY Wbb•BY SCFI00 DISTRICT4 WSW. I A22 HOLLOW FRAME a THRESHOLDFE �� 36°x54' MTL DOOR i Vi HOLLOW MTL FRN'E 4 THRESHOLD t 1U10 SINGLE HUNG t ALUM. FRAME WINDOWS 1 ' j i SINGLE 043 T �- X 5'-3' CLEAR 3 , , _� I 1 _ J 1 ` nuD ALUM FRAME WINDOWS 9/ ° A21 GLASS TYP.II SEE NOTES I AND 2 A22 P` I'::�C4tlE) ° CLEAR GLASS TYP- I 4' W (41° Wtm, SEE NOTES 1 AND 2 6 6 I LIFE SAFETY/ LIFE SAFETY/ i FLOOR -BUILDING- PLAN--v4•=+-0• 1__ - FLOOR BUILDING PLAN v<•=r-� RE: OPTION A - (UNIT W/O TOILET) - p 20 RE: OPTION B - (UNIT WITH TOILET) - i Vi MAY 1 5 2020 Permitting �Dr- Ig Department ent TiPANEL _ �}Tt— _ r/iow WALL �L FIN,CEILNG 4"X3" X .050 ALUM ' FLASHING CONT, 1/8" SPRAY -APPLIED EXHAUST FAN HOOD (UNITS TEXTURED PAINT W/ TOILETS) ALUM 'L' TRIM AL WALL HUNG EXT CORNERS (TYP-) HVAC UNIT APPLIED TRIM ------------------_—_-- _ - TAN FLRPANEL 1001-01 TOP OF PAD 4 BUILDING ELEVATION ,,4•=,'-a- A210 RE: - 10 SEAM A2.21 STD. LEGEND, . 1 m i . ONE FIRE RATED 2V-0" ���..r. L DIST," TO ® EXIT LIGHT 808 ROOM SQUARE FOOTAGE 40 ROOM OCCUPANT LOAD OIL TYPE 2A-I08 C RAZED FIRE EXTINGUISHERS. EMERGENCY LIGHT CY RESCUE WS STD. ROOFIN5 - COLD SPRAY APPLIED WICK 5ET 6 MEMBIWE SYSTEM ON ROOF PANEL OMON I - EDPM- MODIFIED BITUMEN ROOF MEMBRANE A2.1 ON 1/2' DEPSDEGK - SEE DETAIL 11412/A22 OPTION 2 - 4WIL REIW. TPO SINGLE PLY ROOFING ON 1/2, DENSDEGK - SEE DETAIL 11812/A2.2 SEE NOTE 3 s TYP. ROOF PLAN ,,a•=, -o- A20 RE: 0 W4LLTYPES: I. PRE -FINISHED VMYL FACED GYP W. ON I I0" MTL'Z° FUfdR1PKs 0 24" VERTICALLY UP TO ROOF DECK ON 31 INSULATED WALL PANEL 2. 50 TYPE °X', GYP. W. WITH 2ND LAYER OF 142" PRIE-FINISHED VMri FACED GYP. W. ON I Id" MTL 7" FURRING s 24" VERTICALLY UP TO ROOF DECK ON 3" INSULATED WALL PANEL SEE DETAIL 3/A22 - I-HR FIRE RATED WALL CONSTF4ZTICN 3. PRE -FINISHED VINYL FACED GYP. BD. ON 60 MTL STUDS a 24' VERTICALLY UP TO ROOF DECK ON 3° INSULATED WALL PANEL. 4. PRE -FINISHED VINYL FACED GYP, BD, ON BOTH SIDES OF 6' MTL STIRS • 24' O:C. AND UP TO 6' ABOVE CEILING S. PRE -FINISHED VINYL FACED GYP, BD. ON BOTH SIDES OF 3-50 MTL STUDS • 24' OG, AND UP TO 6' ABOVE CEILMG NOTES: L SIZES OF ALL WINDOW OPENINGS TO BE VERIFIED WITH APPROVED WINDOW MANUFACTURER COORDINATE CUTTING OF METAL WALL PANELS AND SHIMS AS PER WMDdU MFfa REWIRE' 00- SEPARATE ALL DIELECTRIC MATERIALS. 2. IF RE IRED - ONE WINDOW WILL BECOME 1HE "ErER'sENCY RESCUE 'PROVIDE A SIGN PSVANERTLY ATTACHED TO THE WALL ADJACENT TO THIS WINDOW INDICAi °EME T RE°raIE - KEEP AREA CLEAR° HOWEVER ALL WINDOWS ARE ALUMINUM FRAME HORIZONTAL SLIDERS WITH IMPACT RESISTANT GLAZING AND FRAME OR APPROVED SHUTTERS 3, MANUFALTUR£R SHALL SUBMIT ROOFING SYSTEM fMEMIBRANE, SHEATHMG; FLASHING AND ANCHORS) SHOP DRNWINGS SIGNED AND SEALED BY A REGISTERED ENGINEER NDICATING CODE COMPLIANCE INCLUDING RESISTANCE TO WIND UPLIFT. 4, EXTERNAL DIT7ENSI�REFElIGED TO FACE OF METAL WWLL PANEL OR OPENINGS RNAL D ONS ARE MEASURED to FACE OF STUD OR METAL ftl SCALE NOTE SCALE 16 SET FOR 22' X 34' PAPER 0' X III PAPH2 612 ULL SHOW 0 TIE SCALE NOTED, f LeA =Z—= RORIDA ARCTIITICTS LILfNS1 #AA0002730 8427 South Park Circle Suite 150 Orlando FL 32819 F 407/370-5550 JOSEPH J. SORCI #AR-12728 Joseph Sord naNat M,acb.rs I F,yBFa 146C orrrt.a OW28107 I Crap" Rn RM Chadad I* I � NwYa. 3 Z F 5 Z F Co ED 3 l�7 3 St W Nt2mber. A.2.0 _ FRI 28 SEP 2007 <05:12:34PU ESI> \\fta IODUWt WBRID\VA NEMNOTNEISM uC 14E MPH CRA/\N146C-A2,.OH0 4" x 4' NEMEIRANE FLASHING OR EA 9-VBX 1-la' X I-V2" X 16 &A 6ALVSTL. PANEL CLOSRE TYP ROOF FASTENER-UDERBYR . STAINE9 STEEL LAP VW MEMBRANE PLASHING CONT. NF.OPRETE WASHERS ROOF MEMBRANE SYSTEM TlPANELSEE 4 X 9' X O50 ALUM. PLASHING COW. 4" FASTENERS PRE -FINISHED VINYL FACED- SYR BD. ON 1 V2" MTL 'Z' t MKS 9-24' VERTICALLY UP TO ROOF DBGK REFER TO SHEET A20 FOR WALLTYPI5 FM CEIL_� WALLTYPE <1� 16 &A. PANEL BEAM EI TOP OF RO. INSULATED ROOF PANEL �0T- STEEL ROOF PRAMING BE STRUGT. 1210465 36504' HOLLOW MTL DOOR, HOLLOW MIL FRAME STEEL BEAM LEDGER 1 TNRESNOLD SEE STRUCTURAL M"S. (5g 6L3&4;URY SLAB - -2' x2' CEIIJN6 6RID (5 24 T/FLOOR I C--, ---EZ-WG QED ACOUSTICAL GEILIN5 TILE s DETAIL 3•=, -o- p 21 RE: SEE ALSO STRUCT. DET. 10/S.5.0 - AND ARCH'L DET. 12/A2.2 FOR ROOFING OPTIONS WALLTYPE 1 PRE -FINISHED VINYL FACED (KALLL KTH FENESTRATION) GYP. BD. ON 1 V2' MTL 'Z' FURRING ®-24° VERTICALLY 2')G X O50 ALLK TR1M BASE CONT. JJP TO ROOF DECK REFER TO SHEET A2O FOR WALLTYPES FLOOR DECK, SEE STRUCTURAL DRANUN65 T/ FLOOR - - Ej- Do -oil/ t 1 LIFT TUBE PLANBE -_-_-- I SEE STIWT. DW65 I 11 LI ---- ° I 1 TOP OF FAD-1— I - -- '/ STEEL LIFT TIDE RECEIVER PATENT PENDING P` LFT FIFE ANUJOR INSERT AND TIE DOWN- PATENT PENDING 4 REFER TO STRUCTURAL DW65. 55.0 s DETAIL 3•=, -o- A 21 RE: - MARRIAGE LINE PRE-FINISf� VINYL PRE -FINISHED VINYL PAGED FACED 6YP. BD. 6YP. BD. ON 1 la' MTL. "Z' WC, °TEE' TRIM W/ }BEAp F�21NS a 24' VMIGALI.Y BA aR ROD 4 SEALANT INSULATION FILL SOLID a la' SPAGIN6 0 cam ANSI. ,JOINT 9' INSULATED HALL PANEL (WALL WTH FENESTRATION SEE ALSO CORNER DETAJL 9/A22 9-116" X I -la' X 1-112' X 16 6A SAW. STL. PANEL GLOWRE TYP. SPRAY APPLIED COATING. 9' STEEL CIO l lAdJS IDGIN6 PLATE At BOLTS SEE 571WTUM STRUCTURAL DW65. INSULATION W/ VAPOR; TRIM At 5.5. ANCHORS SEALANT SET INA 4 DETAIL �•_, -o• A RE: - STEEL BRAGINS SEE STRUGT. DWG5 FOR ROOFING D OPTIONS 12 114 9' INSULATED ROOF PANEL NV Ts I-U2'w-la° sTIFF8EFt5 �5!8° TYPE WGYP. W. WITH 2ND LAYER��QaL°,PENDED ACOUSTIC \-- STEEL ROOF BEAM OF la° PREfIN15HED VINYL FACEDGYP. ram. �_ AIL SEE 5TWT. PAW ON I V2° MTL'Z' FURRING 924' VERTICALLY REFER TO SHEET A2.0 FOR WALLTYPE5 9GHEMULE X4' TACK 60ARA 4 XI6' BOARD 'a 9 n STEEL BRAGIN6 SEE STRLICT. PASS ALUK TRIM BASE .I— FLOOR DECK, SEE STRUCTURAL DRAPUNSS CONE. SLAB ON LEVELMG PAD- ITWGT Y455 / COMPACT SOIL TO SEE SEESTRlJGT.1)W65. U4 GRADIENT UP TO LANDING CEILING LEGEND: ttt 444 - SUSPENDED ACOUSTICAL TILE CEILING SYSTEM, UTLO. - EXPOSED CEILNG Z --- =AIRVECTOR, SUPPLY DIFFUSER ® - GROAN, WALL EXHAUST FAN - FLUORESCENT FIXTURE - CEILING MOUNTED ® - UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS - EMERGENCY E,ATTERY PACTS, HEADS AS INDICATED 8'-10• - CEILNG HEIGHT ELEVATION TYP_ ALL A.F.F. SPACES WITH ACT ABOVE FINISH FLOOR NOTE: L ALL CEILING ELEVATIONS ARE PROM ABOVE FINISH FLOOR e 9' INSULATED MALL PANEL (WALL WITH PENESTRATION SINGLE RM ALUM. FRAME 9NDOIU8 3'-5" X 5'-3" Itel CLEAR GLASS TYR all 3 BUILDING SECTION 3,8-�,'-o• NOTE :SEES 2a FOR OPTIONAL DETAILS A 21 RE: - �TrXQASRABLECAL G 11���1��11■��■III HE ■■■11 ■■ ■II II■■■■■11■■■■■II II■■■■/111■■■■■II II■ • ■■ ■ ■■ ■!II II■ ■■19■■■■III II■■■■G/aM■■■■-I II■■■■■a�a■■■■�III II■•■■•11•■■•■III IN ■■ ■ ■■ ■11 10000 �/ll■■■■■11 11■■■■m11■■■■■II 11■•■■•■•■■■1i II■ ■■ 11 ■■• ■II 2 1 MAY 15 2020 1 lermittin g De artmenj I APPLIED ALUM. TRIM - COORDINATE SIZE 4 MOUNTING ; HEIGHT WIPANEL MF6. TOILET ROOM WHEN INaaXV Winn 7sol ■ ■ ■I ►■�►�� ► OMMMI CLASSROOM 1OU DCA PLANS REVIEW Builder: bt OW LJ; Presject +&aTA 4E1r , Date: ll'IS'NtT Reviewed by: Z21ck ti1L80521d Cl Approved without comments ❑ Approved with comments See approval letter dated: ll 11q_ This oppWW In no My ®1,erletun the buNCtr from C0101 1np "Ith �^ srpllcahte cunnnt codes, which mnv not M MenOw in tH• 'evu,•. 2 REFLECTED CEILING PLAN REFLECTED CEILING PLAN ,i4•=, -o- A 21 RE: OPTION A - (NO BATHROOM) - A RE: OPTION B - (W. BATHROOM) - BCALE NOT& BCAJ.E 18 BET FOR 22' X 341 PARSITE UR R U' X RI' PAPER LL SHOW W TH$ SCALE Hi01EG f L,*A f L 0 R I D A ARRITfCTS LICENSE #AA0002730 8427 South Park Circle Suite 150 j Orlando FL 32819 P 4077370-5555 F 407/370-5550 I JOSEPH J. SORCI BAR-12728 RYc�tlhtlssps Joseph Sord FYeMet N» j HE9RD 1480 i Gds hrre s ao12WO7 3 oneht®r 3 qRGS� i J,IB Sheet Number° s A.2.1 Iw 28 SEP 2007 <08:12.0I MT> \\VDBDE MODULAR WBWD\WH NEWNMNSM4 1LC 146CVPH CRA/\N146C-A22DWG MARRIAGE LINE ��y SEE DETAIL 9/A2A FOR Ij- ROOFING 5PEGIFIGATIONS AND OPTIONS 12' MIEMBRAAtE FLASHHING1 4' X 4. MMAWAPE I FLASHING CONT. FLASHING CONT. SEE DETAIL • FOR ROOFING SPECIFICATIONS ANDOPTIONS MEMBRANE FLASHING CONT. I INSULATED _- .- .• r 1 ANC YV S.S. SC,- BAC4aR ROD AND 5EALW CONT. uattw Hn:�;� IT/LOW - SAW M. PANEL FRAME - TYP. t �I all Rej ROOF SEE 9 rio DETAIL 3•-, -�• e22 j RE: STANDARD ROOFING AGE LIPS � , 2 X MEMBRANE FnLAk HIN6 OVER Ek SEE DETAIL S/A2A FOR ROOFING SPBGIFICATIONS AND OPTIONS V2' DEPSDECK ROOF SHEATHING �2'X 2' XOSO ALUM. CLOSURE 3-1/8• X 1-1/2 X 1-112 X 16 GA DADS. GALV. WL. PANEL FRAME - TYP. S' INSULATED WALL PANEL s MALL L WITH FENESTRATION 3"-1•-0- _5 9'INSULATED WALL PANEL (WALL AITH FENESTRATION HOLLOW M. FRAME SAW. MTL- FRAME JKE SEPARATE ALL DIELECTRIC MATERIALS e� DETAIL-e,•_0• A22 I RE: 3-V8' X 1-1/2 X 1-112 X 16 GA 9' INSULATED HALL PANEL GALV. MTL. PANEL FRAME - TYP. MALL NTH FENESTRATION) SEALANT CONT. DSO ALW. PRE -FINISHED VINYL FACED WINDOW DRIP REGLET GYP. BD. ON I I/2' M. 'Z' FURRING ®-24' M30CALLY TOP OF RD, k CONT. SEALANT MTL. SUBFiiAME EXTERIOR 4 INTERIOR A 9 RE: SEE ALSO STRUCT. DET. 9/S.6,0 ALUMINUMANWA FRAME SHIM AS REQUIRED V4 5HI i C- 3' INSULATED ROgF PANEL JOINTDUPED 4' GO}.�7. 16 GA, MiL SHEET ROOF CLOSURE ROOF BEAM WITH 414 TEK 5 SCREM ® EVERY STIFFENER SEE STRUGT. DWG5. r DETAIL 16 GA GALV. MTL. G CLOSURE CONT. TYP. 3•-, A2.2 RE: ROOFING OPTIONS . 4' X 4'. NE43RANE FLASHING, OVER EA BPC.IaR ROD AND SEALANT GONT. ROOF FASTENER UNDER MEMBRANE - TYPICAL STAINLESS S I'-&' MEMBRANE LAP CONT. SCREW ANCHORS 1/2' DIE SDEGK ROOF SHEATHING T/PANEL OL SYSTEM FOR STD. ROOFING SYSTEM DETAIL _ 4•X 3' X A50 ANCHOR DENSDC-GK SHEATHING WI 1 P ALUMG116 �P_ V55FAORS. PTTR "-- 5-V8' X I-V2 X 1-1/2 X 16 GA GALV. MTL. PANEL FRAME - TYP. 12 DETAIL 3•=, -0• A?2 RE: ROOFING OPTIONS WALLTYPE 2 R SAB 216TIOONRE EWANSION 3° INSULATED 3' INSULATED PANE SYSTEM WALL. PANEL 5/8' TYPE W GYP BOARD NV 2ND LAYER OF 112' PRE -FINISHED VINYL -FACED GYP. BD. SEALANT INSIDE ON 1 1/2' M. 'Z° FURRING o 24' VERTICALLY CORNER REFER TO WAILTYPES ON SHEET A2A HIDDEN LINES INDICATE! SSTOOP, BARRIER HORIZONTAL �ID OUT PORTION of P A MIDPOINT. Z°X5°XU8' ALUM. . ANGLE WALLTYI'EO1 CLOSURE SET IN SEALANT F. 9° INSULATED YY WALL PANEL k14 TEKS SCREWS 71 FURRING ® 24' �(tRTIGA ® 24' O.G. (TYP) HALL PANEL (WALL WITH Fl s° Rl� TO WALLTYPES ONE DETAIL I zr-1'-0• /1 / RE: CLOSURE DETAIL TOLET ROOM ACCESSORIES OE jBA.FS 8 GB -I GRAB BAR. 36' ADA GOVFLIANT GB-2 GRAB BAR, 42' ADA COMPLIANT MOUNT GRAB BARS a 39' APP. TO CENTER LINE OF BAR MI MR ANGLED STAINLESS STELA. FRAMED MIRROR BOTTOM MOUNTED ® 38' AFF. TP TOILET PAPER DISPENSER CENTER OF ROLL MTV. a 19" AFF. INS DRAIN AND SUPPLY PIPE INSULATION MOUNTIND HISOMiB AND CLEARANCES WATER CLOSET Is IN CENTERLINE TOILET SEAT IS IL HEIGHT GRAB BAR ---- HEIGHT MIRROR HEIGHT TO BOTTOM 2Q IN MAX HEIGHT 94' LAVATORY 151N. RIM MAY 15 2020 Perr"1i'cting Departrllerlt r 7 -� WINDOW HEAD 3•=, -0• �j RE: MTL. SUBPRAME PRE-PIN5HED VINYL FACED GYP. BD. ON I V2' MTL. 'Z' AALLUM HIA65 RANI;EW1RID FURRING ® 24' VERTICALLY IM - I "j4'0 i000000 i .. �. WINDOW JAMB ALUMINUM v ANDOA FRAME ■' SHIM AS ter: .or 4 L' MTL. ANGLE SUBFRAME PRE=FINISHED VINYL FACE SOT. O GYP. BD. ON 11/2' MTL. 'Z' WIRING o 14' VERTICALLY HOLLOW M. FRAME 9' INSULATED WALL PANEL I.G ALLVV. M. PANEL 00" WITH F;�TRATIow s WINDOW SILL 3•�, _0• A22 RE: INSULATION HOT AATER Lit AND DRAIN PIF 16' x 36' MIRROR I' rr I - r' • I- � /' 'iifii�i�iiiii'i�iiii�f����• �r • r., pj r p•, SUSPENDED ACOUSTICAL TILE CEILING PRE -FINISHED VINYL. FACED GYP. BD. ON 1 12' MTL. 'Z' FURRING 0 24' VERTICALLY FLOOR TO DECK. REPER TO WALLTYPES ON SHEET A2A S' INSULATED WALL PANEL (WALL NTH FENESTRATION SINGLE HUNG ALUMIIIA M WITSA614 LOCK ALUMINUM WINDOW FRAME WITH SUBFRAME APPLIED TRIM- COORDINATE SIZE AND MOUNTING HEIGHT NV PANEL MFG. 3' INSULATED WALL. PANEL (WALL NTH FENESTRATION PRE -FINISHED VINYL FACED GYP. BD. ON 11/2' MTL. •Z' WRRINS ® 24' VERTICALLY FLOOR COVERING SEE PLAN ON SNIT I/A2.0 -FLOOR DECiI STRUCTURAL DRA NSS e -HOLLOA MTL. p' ._ . _ LIFT -TUBE RECEIVER T. �' PATENT PENDING n l v .p ' LIFT TUBE INSERT I � PEN DING IMG T. 4 WALL SECTION -0- e�� RE- 0 0 4 . .._ _.. LAV ILE I _ I Budder: �P-lF�061 l G PI NMte: 11.1s. Qj © Reviewed by:1- ELEVATION a/e•-, - . :9 Approved without comments RE: TEACHER ADA - REQ. 13 Approved with comments See approval otter dated: �� ThM emmd In no my aMvtms the ba48a hmn eompyln9 with all eppihable Caffein eodoa, whkh nay not be Identified in W,I • Ill�r .��II J _ -v TYP. CLASSR. TOILET 3,8•_, _o• A99 RE: NOTE SCALE 18 8ET FOR 22' X 34' PAPER P X II' PATER 81 E ULL SHOD to THE SCALEWW. f LOA fLORIDA ARfHITffTS LICENSE #AA0002730 8427 South Park Circle suite 150 Orlando FL 32819 P 4077370-5555 F 407/370-5550 vl� JOSEPH J. SORCI #AR-12728 ntropana.w Joseph Sord nq.at ttueba HYel IM Deb Reel" 09/26107 otelinW ROB aeaa6r as RerYinr Sheet Nmixr. A.2.2 TUE a JM 0'iWM l Cl M*M Yooww xrMoY9i xomxom�a+M ++ + aapm�o-aonAa . i 412' *W �p��t sue, m. Lug PVI_„W�,/ 1 �1 v 13 6J� 9i fam . / SIM SW FOR IWAL D�A T/ Rom 9' RELATED PAL FAML L9'+B'+9116•� U441W xMVY XYp \ L TYP 85WAV "sil cAP B1AGK O01" SOTM MOCK CO." WIPPORT�_-- A85 aR- WV45QW19' ABB - FIJYIL AOTI 5mE oP Bawu. ►'+ocue uNq � `65db5t4'HIGH.CJIP •. . ' Fhr. GRADE B1AGK GO11tA15UPFbRT FIN• . ALIMM75 N TO d) P.T. ALnmm N TO 0) F.T. ALLOM 4• �KALL mm BiD=* r 3' MW 6LOGKM . 45Qfi-Us' ABS OR. � ALTERNATE DETAIL �'-+�-o• BkiI1PaR7HAWAM 82d RE' SUPPORT AT MOD. UNE r 5EE IM.A • NOTE3 Ll • � � LTERNATE DETAIL �-.+'-e• 84D E: END SUPPORT - SEE ANCHOR DETAIL 3/52.0 GONGREfE LEVELINtPADRI.11111 INE SCHEDULE ' liaGIQFY�B R 5P/IOM6 a n 14 tG a 20 NOMh I.60WAME MMMMOMBs1R@IGIR I"'■900OP51RYlts D ST60 K91 1, hp�„�µR OONEIt s . A 40OO � co � 9. MNMilf I WL BEARING CAPACITY . 2M P5P Is.11t W H31CAL EARiN ANCFI0R5� fTYP. a PLAC£5) - SIM NOTES CONCRETE LEVELING PAD REIN. SCHEDULE WM"PAP WC•IrOf0 ICMMPAD PT/45•WOf.. FOOTING LENSTH TIO. OP +5'.5 FOOTING LENGTH W. OP * S JJP T02-0 Z 11P TG T-V 2 9'-0• - 4'-0• 4 41' - 5t8' 4. T•Z•-ate• 6 6'-0' - TLoan 10: PAD 5WTM f IRN&AF W PAD SMTION 0.ONGI WW') 151am PAD KM PAD L90TO OPTIONAL <Q_74 Te+2a,eananoe elsVue �RA� 6m N11Ymwee. i +e,ea+e A Ta+ .. op Alo +1tiF�ATfAA!!WW ,ZWl M7L ;2eya 3 . DETAIL �!VRE: TIE DOwN Qc HELIX SEE ALTERNATE DETAIL,7 pVbv s 114 T95 SOWS O.s4 OA-ATPARLSTFFM \_&19 0IAT5 N TO (s) P.T. r +a3' PI00D BLOCKM ,TE DETAIL �•_,'-0 )RT - NOIEs ON N I. R6filIRED e�rr�v n� y w,u.>ras aa. d sa.+.m.s `,sxe the 2600=dbohy at,.** • ttird�ar. • i RORIDA ARCTIITICTS um laccom Orlando°J F!: 32819 ' . I JOSEPH J. SORCI JAR-T272e M�11��P i Joseph Sord a lfy�e+Nd� , owzw . NB�0N710 i NOR enMnM ROB orr+Ae t FTJ IN IL • t i I R I I JJQF , Q � a H9.IC/J. EARRI ANCF . MV. a PI.A05) - SE WM my' „4•_,•-0- r? LEVELING PAD PLAN ,,• -+'-e• sheetNuDbw- eyO RE: FOUNDATION . .S ■ 2 ■O SEE ALTERNATE 2/52.0 r-A8:*7 . W" is frmzl 3i'PAPBtA'XRP/PHtEiffWllW0111111EECAIEN0IS) ' . I' to 2I/s' tb' 10 2 IQ'' P PAD _\ 0. um fl1'P) m L Ia1 M PAD K' OK BOLT FASTM a 94V1• -0• V44VYILL SEP 2007 <05:05:16PM BTA \\VOBILE WOWA WBIID\WVH NOMNOANa-SON uc 145CUPx GENERAL 9TRUOTURAL NOTES: I. M16N SHALL COMPLY NTH FLORIDA BUILDINS CODE2004 EDITION AND RIND PROVISIONS OF ASCE 7-02. 2. DESIGN LOAD5, ROOF LNE LOAD - 90 F5F, FLOOR LOAD o 40 PSF S. DESIGN WIND SPEED - 146 MPH, IMPORTANCE FACTOR =1.15, EXPOSURE 'G'. 4. LEVELING PADS SHALL BE PLACED ON COMPACTED AND CLEAN BEARING SOIL. 5. CAST IN -PLACE CONCRETE LEVELING PADS SHALL HAVE A GOHWSSNE STRENGTH OF 9.000 PSI AT 28 DAYS. 6. ALL REINFORCING STEEL. IN CONCRETE PADS SHALL CONFORM TO ASTM-615, GRADE bO. T. ALL WORK SHALL COMPLY WITH AISC 4TH EDITION. 8. TEK SCREWS AND EXPANSION BOLTS SHALL BE HILT] OR EQUAL 9. WINDONS AND FRAMES SHALL SE DESIGNED TO MEET COMPONENT AND CLADDING WIND PRESSURE OF WIND LOAD W201FEMDM OF 2004 FBC CHAPTER 16 AND ASCE 1-02. 10. ANGLE STRUTS SHALL 13E SPACED AT EVERY ROOF/WALL PANEL JOINT ALONG THE LONG WALL AND AT EVERY WALL PANEL CONNECTION JOINT ALONG THE END WALL TH1515 APPROXIMA7E'LY 2'-0' OO. ARomp PERIwrm or 'TIE BUILDING. 11. PROVIDE ADDITIONAL ANGLE 57ZS TO BRACE THE ROOF PANEL. AND ROOF BEAM AND SHALL BE SPACED AS SHONW ON TYPICAL ROOF FRAMING PLAN ON MET T 2/52.1. 12. HELICAL EARTH ANCHOR CAPACITY MUST BE VERIFIED BASED ON LOCAL SOIL CONDITIONS. PROv1DE ADDITIONAL A%HOR5 TO TOTAL ANCHOR CAPACITY REQUIRED. 19. ALL STEEL ROLLED SECTIONS AND PLATES SHALL CONFORM WITH ASTM A%. 14. ALL MELDING SHALL COMPLY WITH AYy501.1 AND SHALL BE PERFORMED BY CERTIFIED NELDERS. S. ALL ?=INS SHALL BE PERFORMED WITH EiOXX ELECTRODES. i6. ALL IME SECTIONS SHALL BE ASTM A500, GRADE B, Fg- 46 KSI. T. ALL PIPE SECTIONS SHALL BE ASTM ASS, TYPE E OR 5, GRADE B, Fy- 35 K51. i6. ALL HOLES SHALL � DRILLED, RW_,HE77, REAMED OR PLASMA CUT ERRS. 4. ALL 3° PANEL ENDS TO RECENE 3-118' X I-V2X I-V2X 18 GA GALV. STEEL. CRAMSI. FRAME. 20. ALL WALL AND ROOF INSULATED PANELS SHALL BE MANIFACTURED 13Y ACTECH USA, INC. - STRJOWRAL METAL FOAM PANELS ADDRESS: 1093 LAKE STREET BOLIVAR TDWSSEE 38008. FAX: 401-655-4462 00 SUBSTITUITON) 4° H -'I 1/4' V4, 1 H -7 1/4°_ - % -- - I -- -- - -Ali - - - I - L -- C12X25 t") 5TRW5 a 2'-O" AKWI EXTERIOR PERIMMM COMPONENTS AND CLADDING PRESSURES (PS 1 2 5 1 4 2 2 5 4 55 PDNE7V75 AND CLADDING PRESSURES -ROOF (PSO 08 AREA (SF) ZONE 1 ZaVE 2 ZONE 3 +g6l t - + 10 286 26.6 105.6 25.6 159 20 23.5 2,16 923 215 1323 100 20.3 20.3 683 20.3 68.3 COMPON&V73' AND IYADD/NG PRESSURES -OVERHANG P im I. v, MsN Wllo 5FEW 2. 1E)TOMM '6',11CL 91 S. I, It MAN2 FAOTOF 4. YAI;MTk NJ1Y P/ 5.6cv41Nraa�nLFl�' 6. u RttBII�LATtON 8. as eT. P ACT P051T DRIB AREA (-W) ZONE 2 ZONE 3 H H 10 90.7 1,49.4 10 880 117.4 100 853 427 COO/ 7S D C ADD/ GPRESSURES-WALLS PSF 7RB AREA (-W) ZONE 4 ZOAF 5 f f 10 629 683 629 84.3 50 67.6 6R3 67.6 70.9 500 46.9 623 46.9 623 Isla, �o NOTE: SEE 2/5.4.0 FOR LOCATION OF SPLICE PLATES 15/8' BAG1�R ROD AND SEALANT 6' COLD -FOR -W 12 GA. 146 NCH STEEL. FLOOR JOIST a snwvmE 6005162-1" - IS fy - SOW MIN. MC e° X 85 0T0R - 029 STRICTURAL CHAM•EL Re c SM'IEW - 4/- 0.0 ASTM A96, = 9bksl Is FMO TT D /E AND W9ATNE 23'jt' STRL45 a 3' 3' PERIMETER 4 10 1-1/4'X I-5/8'X 1-1/4' 20 GA. CHANNEL STRUTS a 2'-O' AROUND EXTERIOR PERIMETER -U-V2°XI-V2'XVe° ANGLE 5TIM SEE DIMENSION ON PLAN FOR SPACING ii 1 I q i Y I I 1 I I I I { f I T I/2' I 1t9 II 1 NOTE, FASTEN ALL ANGLE STRUT :3 SEE ALTERNATE C015MN CON! AND BRACING CLIPS DIRECTLY, ATD Cif CHANNEL COW AT DETAIL.$ 6/522 5TIFmm OR PANEL. JOINTS AND T/922 CD 3 TYP. ROOF FRAMING PLAN ,/4•=,'-o° o -0 �l 821 RE: I I I Cl-I 4 I 82.1 i i 55� i ry R4v Q Q I I I I I I I J 3° THK INSLAW AW L Q r+ 4 WALL PANELS iTYP) 4 4 N T Cl 4 _ N Q I I I I Q 4 5/4' F01K*RET4 i I STRUCTURAL lf'LOOR PAMH I i ON JOISTS I I I I N i N 4 I I I I J L-J L _ N 4 N 4 4 N Q _4 r-�THK INSULATED - i i WNJ PAN[35 (TYP) I I I I I S 4 �Q I I I I I I I I I I t Q s STEEL PROFILES 3-=,"-D- g� RE: JOIST CHANNEL SECTION - I I r.. - `r Cl 1 ° 12-4 ' '-0' '-0° -0° I ,-0' 2,-0' Z 0 '-0' 2 r 2 TYP. WALL PANEL LAYOUT PLAN ,/4•-,'-D• g� RE: - , •� I MC 8'X 85 AROUND PERIMEE 9'X3'X116°- LIFT TUBE W/ FLANGE 6°X 5'X 1 5/6' 12 SA' STEEL. FLOOR JOIST MC 8'X 85 PERIMETER MCSIX 85AT- MARRIAGE LINE 6 1/4' X6 1/4° %9/e PLATE AT END OF LIFT TUBE 5'X3'XI'6'- LIFT TUBE W/ FLANGE 23'-i' h iv 8 e14 TEO SCR19N5 bkb' xV4° PLATE f L 0 R I D A ATTACHED TOn6E5 I ARCtIItfCIS ONE a TOP, MID t BOT LICENSE #AA0002730 INTERIOR SIDE 9°)S° GOLLIMN nM a 8427 South Park Circle ° Suite 150 f LeA Orlando FL 32819 P 4077370-5555 w F 407/370-5550 P EXTmDAR SIBS Tom` SGREN3 __ l DEGAS PLANS REV1 1 '0/167 PLAN 77-01 RE: MODULE Cq - Daie: tt L iE J EPH J. SORCI Reviewed by: #AR-12728 11 Approved without comments a OW2:9107 ❑ Approved with comments Sordapproval letter dated: Ri. �Nn6 F M1hLEV13 IN6 tle� tre N on1!Naa Ir. 1 ay v. LIFT TDBEIW ... .__..............,orone7, FLANGE g Ras c Dlndad Sr. FTJ 6 V4' X6 V4'1S/8' PLATE AT MV OF LIFT TUBE RECEIVER MG 8'X 85 MARRIAGE LINE 9/4' FORTALRETE u� Pt STRUCTURAL. FLOOR ---- �- PANEL SY57EM ____�_ I DIRECTLY W_ ER THE -- - b'X 1-5/8' 12 6A STEEL j FLOOR JOIST a 2'-0' O.G. PROVIDE DOUBLE 4 JOISTS AT BUTT JOINT IF ---_il RMIRED. AROUND I 4 P 1h 1 1MGbox 0 I,. ,I MG8°X8 1 A' 6'X 3% 1 9/8' 12 GA STEEL FLOOR 11015T X9'XI'b' 7 TUBE W/ 17 I!z 1 �C LEVELING PAD \_ MC 8°X 85 AROUND (Tyr) PMMETER II'-10 V2' 9' X 9' X 1' 6' LIFT TUBE NV FLANGE SEE NOTE : TIE DOUJN AND Fct-mATIoN D881CsN - ALT. COW T DETAILS BASE c 2 AND SEE SEPARATE DOr-UMENT CHANNEL G04W AT DETAILS 9/521 AND 8/522 1 TYP. FLOOR FRAMING PLAN i ,/4--v-o- 821 RE: I - 6G1LE NOTE SrAE B GET FOR 71' X 34' PAPER v X n' PAAR sm FALL SHOW V1 DE eCALE WO. 1 C7j 1 Z_ 0-2 8 g g W U_ a$ 8 V�Q Sheet Number. S.2.1 I M 2@ SEP 2007 <05:04.45PM MT- CDMOSILE MODULAR WBRIOOWN NWON070NSMN U.0 14MWH CRgON146C-S2.ZUWO 5/8 0 A325 BOLTS W/ NYLOG INSERT WM LIFE L—TS W)GI)SA61 LIFT TUBE R 9/6' X 4° X VAT INSIDE W OF LIFT lum SECTION COPE TO FIT IN C8. "TOP 4 BOT FLAN6E5 \AND WEB TS 91X31X3/I6' 3 4'(COLMMN 8 2 11Y 0 X 5n6 WALL TUBE R _ 5- ' X 5-112' X 3/16 LIFTING VM FLANGE. MCI 8'X85 TS 3°X3'XSAW lil COLUMN 5/6 0 A525 BOLTS W/ NYLOG IN52MT W* 2 V2 0 %W X 5116 WAIL. X 8 9/8, o fn ii a FULL PEN G-GRIND AT TANGENT dD n II II - ------ POINTS ONLY m I V2° i� TS 91X9'XSA6' ct LIFT 7UBE 111116' �T MARRV46E LINE T5 DWI) L 9 X3'XV4' X G 12X25 PLAN OF CONN. AT COLUMN 3•_,•_o• RE: ALTERNATE CHANNEL CONN. TO COLUMN - 5/8 0 BOLTS W//� FIYLOG INSMT QtT FLITS 1/2 I m L 3',G'XV4' X 0-1' s PLAN OF CONK. AT COLUMN ELEVATION OF CONNECTION-o- R99 RE: ALTERNATE COLUMN BASE CONNECTION - 822 RE: ALTERNATE COLUMN BASE CONNECTION I - G 12X25 TS 3'X3'X54 COLUMN ELEVATION OF CONNECTION �3•a, —o- R RE: ALTERNATE CHANNEL CONN. TO COLUMN MA P A6E LBO 3' PANEL IFLSULATED� • WALL , 2 014 x3' LONG 9/4° 1° 3/4' S0REI"5 o 2'-O' O.G. A EMERY ST1miam (rm 2 112' KU PEN 1/6, ROOT CIONT. � 612 x 25 SHORT SLOTTED HOLE 1/4' X 3/4', 2 o I' O.G.1 ROOF BEAM I,gr 1E V4'X2'X2-112' 24' O.C. ALONG R09P RIDGE BEAM / s DETAIL OF CONNECTION —o• R99 RE: SIP ROOF TO RIDGE BEAM CONNECTION - DCA PLANS REVIEW Bulide( t h-OLM W Praject;���p� Date: I,LI 5�' f R®viewed tiy:-121GIL- • .�1�- - — - --+ - - JM Approved without comments ❑ Approved with comments ; See approval letter dated: 11.1S.1Z T1ft appmA In no %ay.RMvbba tho bander bon, rwmWylnv w1% alf BW=ble current wdeo, wbteh may not -- if �- 1 fib••- ' i ^IF`� lj (j i 7-1 J MAY 15 2020 Perm oi,rty, FL SCALE NOTE= SCALE 16 BET FOR 22' X W PAPER W X TP PAPER SM WILL. $HOW tt THE SCALE WWL f L@A f L 0 R I D A ARRITUTS LIGNSE #AA0002730 8427 South Park Circle Suite 150 Orlando FL 32819 P 4077370-5555 F 407/370-5550 JOSEPH J. SORCI #AR-12728 Joseph Sord pr*d [lumen HYBRD 1400 Dde bm" 00/29/07 i one or aer. FrJ R+wWe 8 t i 3 Sheet Number. S.2.2 • FRI 28 SEP 2007 <07:49:13PM Mr> \\MOBILE MODULAR HYBRID\1MI NELSON07\NaSON UA 148CAIPH CRAj\N146C-%.O.Diy0 4 PANEL ELEVATION 3/8•-,•-0• — s! RE: INTERIOR VIEW - REAR (W/0 TOILET) - i — ROOF STRUCTURE 112° NOT SHOWN FOR CLARITY ANGLE STRUTS s2'-0" O.G. AROUND PERIMETER SEE DETAIL II/55O WALL MOUNTED EXHAUST FAN OPENINS SEE MANF. SPECIFICATIONS FLOOR STRUCTURE NOT SHOWN FOR CLARITY STOP _9'- P_� 4.1 PANEL ELEVATION 3/e•�, —D• 8°40 RE: PARTIAL INTERIOR VIEW - REAR (WITH TOILET) - 3 9r � i 0 K 166Ac-< PANEL it MARRIAAF I INF 1 3 PANEL ELEVATION 3�9•=, -D• sto RE: INTERIOR VIEW - FRONT - 12 MARRIAGE LINE g9� 3' THK. ACTEGH ROOF PANELS ANGLE STROM @21-0' �O.G, AROUND PERIMETER I T/PANEL GR ntTAll II /GC/1 71727irM LE STM I C12X25 ROOF 5EAM5 REFER TO SHEET® 22/52J FOR EACH SIDE OF MARRIAGE LINE 1 b 3' THK. INpJLATED WALL P m REFER TO PANEL ELEVATION ]ACIN& MC 8'X 85 3/4"FORTACRETE STRUCTURAL FLOORLIFT TUBE RECEIVER (TYPE 6° X I�/8126A. STEEL JOISTS ®24 12 6A�58TEEL CHANNEL 6 — — —si —DETAIL 8,5i0 RE: - U 59� 2 _ - SECTION - _ -- 3/e•�, —o• 8rA0 RE: -- _ - - STROM @2'-0' 11, ANGLE 5 ® ROOF SEAM TAIL FE A� g5� 5" INSULATED PANELS REFER T SHEET2/52.1 FOR 0I2X25 ROOF 5FJ1M5 31 5/8'DIA A301 BOLT EACH 5112E OF MARRIAGE LINE gr PROVIDE FINGER - 5/PRO6'DD 13OLT SHIM ® EACH BOLT IDE FINCER SHIM ® EACH BOLT REFER TO DETAIL 12/55.0 / o 3' THK. INSULATED WALL PANELY m REFER TO PANEL ELEVATION u�L MG 8°X 85 LIFT TUBE RECEIVER (TYP) 3/4" FORTACRETE: STRUCTURAL FLOOR ON 6' X I-5/8" 126X STEEL JOISTS ® 24" O.G. FIN, CEIL14 MG 8°X 85 bFIN FLR PANEL, FL.IDO'-0" Y TOP OF PAD J. . BS'-3 CITY TER RITY R by: TGG� inter oZ ®. Approved wHhout 0 m m ❑ Approved with coma fieapproval latter dated: _ •ppmv1 m rro wiry BII•r1:•• Me Eat a�i �G"eaDtn -•:^�•�+r Codes. which m•v nor LeA v7" f IORIDA ARCTIITfCTS LICENSE #AA0002730 9427 South Park Circle Suite 150 Orlando FL 32819 P 4077370-5555 F 407/370-5550 M 1� � onona JOSEPH J. SORCI #AR-12728 Hm4y h ChmW Joeeph surd PH•I••eN,a' HIYHfl MW D•Y Mo3 001WO7 Dra1•r ep RW an FTJ PH•rrhr I J J J J .+ - - - - - a! / MG ex 85 `� TOPS PAD S 12 6A STEEL SECTION g5� 3/e•-1'-�• V5,0 Sheet Number. NOTE; s5O _ FINAL GRADE BE I° TO 2" SEL.OW RE:S . ■O BOTTOM OF CHANNEL ALL AR6CA AROUND UNIT. E NDS 6GW.E IS 6ET FOR 22' X 34' PAPER I' X TP PAPER SUE ULL %M V1 TT9'. MU WV. vw 2e srP 2007 <074e:121`4 fST> \\YoeltE IbouuN xremo\11Yx NasoN07\NasoN uc ueclPx clvj\1114ec-ss.o.o0 MARRIAGE LINE STEAL COL. BEHIND ,II4 - TEKS SCREWS T5 B° x3' x5m," (TYPJ AT EVERY STIFFF 5 /%20 &A. MTL GL05URE (TYPJ� S22 / 1 PANEL Br-BNND 5* 2 414 0 LONS I SGRENS a 2'-0' Of. AT EVERY STIR It (TM) I I81 x 11/2" A. TS I-I/2" 1 ! 711E + GI2 925 ROOF BEAM 1 EACH SIDE OF I I MARRIAGE LINE $16" VIA A907 REFER TO I/5.40 BOLT SPAGIN6 M.B. FOR i I i LII I xI-I TE.xVV&' j STIFFENER AND I I N DI TLY TO THE PANEL I IFF833t (lYP) 1 I FINGER SHIM ® EAr H BOLT , I I trl4 TEKS SGRB'S OR TO DOT OF BEAM -t2 BEAMS 3• a ,•-o- SECTION ROOF 8A BEAMS I - RE: MARRIAGE LINE ROOF TS 3°X3')GAb"—� COL�IMN 4 2 V2' 0 X 5/I6 WALL TUBE 5-U2' X S-I ' X 3A6- LIFTING TUBE FLANGE. 204-TEKS5 ' AT EYEZ1' P* S" INSULATI ROOF PANT 5" x a" 16 1 CONT. STET AROUND P1 IZ1 >sl4 X 3° TE SGRENS a PJ4t #8X112EA. U WALLTYPE r—fll�� IUGn 6T'FT) ----- WALL PANEL 16 A. 1 2 #14 - TEKS SGRENS T AT EVERY PANEL JOINT VARIES 1 JO NT b IL :A. I GLE L A RI 1-V2'XI-1/2% 1/8 I 1-1/4°X I-9/8°X I-Vi C.HANNEL, CRIPPLE PINNED W/2 -14M 1 EACH END AND FA T m1X lu FFE y H 6 REFER TO PANEL I ON SHIFT SAD FC ANGLE STRUTS LO AROUND PERIMETE I-I/2" ZEE FURRING YP BD(5). TO UNDERSIDE OF DEOc, SEE AR-f4t. DY' r SECTION 3• _ ,'-o- g O RE: PARAPET WALL I - 5/4' FORTACRETE 5TWICTURAL FLOOR PANEL SYSTEM 1-1/2' HAT FURRING e - 3' INSULATED WALL 24° OA. VERTICALLY a12 X 2-1/2° SELP DRILLING PANEL BEHIND. UP TO ROOF DELIC 1/2' VINYL FACED 6YP ANDANI12 SCREYE+ ENDS OL. PANEL. BD. OVER I-V2' HAT AND 2' OG. ®ENDS OF PANEL. TYFE-V FIRE BLOGK- RAiRIN6 ®24' O.C. T 3' X 9' X 3/16° LIFTING INSULATING FOAM 2' O° I TUBE RECEIVER SPRAY SEALANT DIA. SCH 80 PIPE WERT 18° L-3' x 3° x 3A6' LIFT TUBE I I p�j I r r r i i MG a- >5 85 I i i i bi I I ✓ ri r i r `rr rDOWN AND FOUNDATION DE'S19 LIFTING TUBE BY 071;U- I e SECTION LIFT TUBE 3• m , -o• p RE: INTERIOR - 3' WIATED— WALL PANES. PROVIDE I/W 0 W HOLES a 2411 O.G. 1-I-1/2' xl-V2' #14 TES SGRE IA15 I AT EACH PANEL I JOINT tmm� 9°INSULATED NWl PANEL LIFTING TUBE e-- 3' X 3' X 9Ab° LIFTING T I/4° TUBE RECEIVER 6° x I-5/8' 2 #14 - TEKS 12 &A. FLOOR JOIST PATE SCPXM EVERY 9/8' X 4' X 8" AT INSIDE END OF JOINT In TUHE 5ECTION OOPE TO FIT IN ® PANEL .JOINT 1-1/2" I JIBE OR X AND EK5 AT IER E OVER iATION t CPS. #14 x3' LON6- TEKS 9" INSULATED WALL PANEL BEHIND TES sORE�s LNSULATED ROOF PANEL ANGLE TS I-V2X 1-V2'BEYOND5/Ib" E LGI2x 25 ROOFBEAM4" X 4" X SAW X 2-I/2" LON6 ROOF BEAM TO COLUMN 1 3- , -o• Rr. wir_,WrR Pwn I — LISHTYIEIGHT GYP. V2' VMYL PAGED GYP W. OVER. C2 TECS nib' 0.6: 5/8" TYPE W GYP. BOARD. IN C-SINK HOLES SEAMLESS VINYL FLOORING r ,q2 X 2-1/21 SELF DRILLING, WINGED %R8M5 a 16' OA. TYP. AND 12' Oj:,. 514' FORTAGRETE e ENDS OF PANEL. STRUCTURAL FLOC 5 112X 5 V2x SAW PANEL SYSTEM I i -0-,--- - 9/4- FORTACRETE 5-- FLOOR PAR! SYSTEM. III I I ooi llrr R 3/8- X 4° X e" AT INS i l 1 1 END OF LIFT TUBE SWTI r r r 9/4° DIA HOLES a 24, QT'- JiT TUBE r - t I"�°� r r6° x 1-5/8° \1YP 5-V2' X 5 U2° X 9A6 r i I I r i i i i f 2 SA. FLOOR J r r LIFTING TUBE FLAN6E. STEM AWhM— SYSTEM RED TO DETAIL 3/52A -• E� 014a-'TI�S SCREWS - �MCB°X85) AT -EVERY PANE. JOINT 4 I 3 D - J' Lo I/8 2 0 24 ' t� ;! cj CD S°-z'9'!x SAW— LIF17411DE RECEIVER 4 DETAIL ®,'_o• p RE: - r rrr,r r rr rr,r'r,r� S5� r • r TIE DONM AND F'G711NDATIC7N DE516M ' SEE SEPARATE DOCUMENTS � SECTION LIFT TUBE 3`- - ,• gAo RE: LIFT TUBE 0 SIDE - AGE LINE � I'v5TEELCIOL.75 I I S. INSULATID SOPLATE 0 END OF WALL PANE- LIFT TUBE x 85 TUBE INSERT 3' x 9° x 3A6' LIFT TUBE T 5/8PLATE 0 END OF LIFT TUBE $ , PLAN — LIFT TUBE 3• _ , -o- ggp RE: INTERIOR - FIELD 5" INSULATED PAN I"'ROOF 14 TT 1 4T5 1-1a°X 1-112,Ba143" x5" 20 GA.5C ANGLE CLOSURE Ii 90f, TS3"xB"1STEEL IGRi COL. ' INSULATED WALL PANEL BEHIND �-j X s ROOF BEAM TO COLUMN g5,o RE: LOWER END 3• = V-o- - VINYL FLOORING 'LINE MARRIAGE LINE 3 LIGHTNEISHT GYP. SFAMl.ES5 VINY 45D 0M. FILLER FLOORING PALLED 012 TEKS e16" O.C. FIELD INSTALLE LER TYR FLANGE IN CHINK HOLES I ° V3° 1/21X3' FILLER T I ------------x Z6,11 r I�a 12 6A FLOOR JOIST ' I aoi 1 rr -- L--- I I r I I' of 1 ri I 1 itI -- 3'x 3/I6'LIFT TUBExl�/8° 6'xl 8° 12 6A. J015T --------- --- 3/8" PLATE 0 END :- OF LIFT WEE L_ r------ -- -- ---- -- I JI V2' RETURN TOP A BOTTOM TYPICAL 8 U---- ---� 5/4' FORT E�4/J�a- ' X I_5/8' 57RUCTURAL FLOORLOOR PANE SYSTEI V2- R --____-- TM4 r r r r i rl 1i 9A6' GONT. ' r I i r i t MG 8k 85r CON ! i i i i i i Gr yr DOYN AND, FOU)IbASYON DTSj�!- yr s SEC TION--LIFT- TUBE 3- s --o- - s FLOOR 850 RE: INTERIOR - g5o RE: DETAIL / ROOFING MEMBRANE- SEE ARCHL DW55. 012 X 1 V2' - TEM S SCREWS DIRECTLY,ON STIPPENER a 28° O.G. STEEL COL. TS 9° x 9' )SA6° 2-V2°- CENTERED AT BOTTOM OF GOWMN W/ BACKE2BAR 2' VERTICAL 9' x 3' x 9/16' LIFT TUBE I I I Dal Reviewed by: 1 II ® Approved without c Approved with com Seb approval letter dated: _ n,le,gpowa m � w.r alfav!trtis nla eui aff ePPlteaWe current codes, whkh mry Trot CORNER DETAIL 13• , -o- 8.6o J RE: WALL CORNERS Wx 85 PANEi 5TI 15 6AU6E T5 II PllNGH HOLE 1-1/2" WBE 1B PANEL DETAIL 3• m , -0- RE: ROOF PANEL CONNECTION - 5 L. ANGLE SEAT CONT. BELOYJ - 2. 14 - TEKS 56REM 5" 114WLATED +-At EVERT STIFFENER PANELS 15 -a 4— --7 ANEL DETAIL 3• m , -o- RE: WALL PANEL CONNECTION I - rAB NOTE 6cALE IS SET FOR 22' X W PAPM 11' X n' PAFER SM WILL SNOII IO THE SP.ALE NOTED. f L,*A n f L 0 R I D A ARCTIITfCTS LICENSE #AA0002730 8427 South Park Circle Suite 150 Orlando FL 32819 F 407/370-5550 Ira JOSEPH J. SORCI #AR-12728 Jossph Sord h*dmrbm Hy9w1m Dlb bgAd 09120107 cmnw C� 9 er. FTJ U _ I W i CL i■ Sheet Ntm"r. S.5.0 Fla 29 SEP 2007 <05119:42PM EST> \\uomLE MODULAR HreRID\MMH NELSONO7\NELSON LLD 146CMPH CRAj\Nt46C-M1.O.DAG GENERAL NOTES: 1. ALL SUPPLY DUCTWORK TO BE EXTERNALLY WRAPPED LOW PRESSURE SHEET METAL WITH 1-1/f BLANKET WRAP WITH A MINIMUM R VALUE OF 6. ALL EX AUST ETCT ORRLK SHALL BE UNINSULATED LOW PRESSU3. TA THE FINISH OF ALL EXTERNALLY MOUNTED MECHANICAL LOUVERS AND ROOF JACK SHALL BE COORDINATED WITH ARCHITECT. 4. INDIVIDUAL FLEX DUCT RUNS SHALL NOT EXCEED 12 FEET IN LENGTH. CONTRACTOR SHALL ADD A FIBERGLASS ROUND DUCT OR EQUAL FOR ANY DISTANCES GREATER THAN 12 FEEL ALL HVAC DUCTS ARE WITHIN THERMAL ENVELOPE 5, ALL INSTALLATION TCONSTRUCTION,AL BE ACCORDANCEWITHTHALS E NE FLORIDA MECHANICAL CODE 2004, FLORIDA BUILDING CODE 20D4, FLORIDA ENERGY CODE 2004 AND THE STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES-FBC 2004 SECTION 423 (SREF) 6. HVAC EQUIPMENT SHALL BE U.L LISTED. CONDENSATION PIPE FROM HVAC UNIT TO GRADE SHALL BE SITE INSTALLED. 11ME SWITCH, PROGRAMMABLE TIME CLOCK OR EQUAL SHALL BE INSTALLED ON HVAC FOR ENERGY CONSERVATION. HVAC UNIT SHALL HAVE A MINIMUM SEER RATING OF 9.7 (SINGLE PACKAGE). 7. DUCT INSTALLATION SHALL BE R-6 OR GREATER IN UNCONDITIONED SPACES, 8. ALL SUPPLY AIR REGISTERS SHALL BE 24 INCHES x 24 INCHES WITH ROUND INSULATED OVERHEAD DUCT. DUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NFPA 90A 9, HVAC UNIT SHALL HAVE FRESH AIR INTAKE CAPABLE OF PROVIDING 15 CFM OF OUTSIDE AIR PER OCCUPANT. 10. VAPOR BARRIER IS REQUIRED TO BE ON EXTERIOR SIDE OF BUILDING THERMAL INSULATION. 11. HVAC UNIT BLOWERS SHALL OPERATE CONTINUOUSLY DURING HOURS OF OCCUPANCY. 12. THE COOLING OR HEATING EQUIPMENT SHALL BE CYCLED. 13. INSULATED DUCTS FOR AIR CONDITIONED AIR SHALL HAVE A VAPOR BARRIER ON THE WARM SIDE OF DUCT. 14. FLEXIBLE -DUCT SHALL COMPLY -WITH UL.181 AND BE LABELED AS CLASS 1 OR 0, 15. AIR FILTERS SHALL BE RATED EITHER AS CLASS 1 OR CLASS 3 IN ACCORDANCE WITH UL 900, (STANDARD FOR SAFETY AIR FILTER UNITS.) 16. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURE DETERMINED IN ACCORDANCE WITH THE LATEST FLORIDA BUILDING CODE 17. HVAC DISCONNECT IS INTERNAL TO UNIT. H V.A.C. LEGEND ® SUPPLY DIFFUSER RETURN AIR GRILLE ® EXHAUST AIR GRILLE - WALL MOUNTED W RIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER ® DUCT MOUNTED FIRE STAT O THERMOSTAT HN.A.C. KEYNOTES: ❑1 3/4" CONDENSATE DRAIN LINE UNDERGROUND TO BE COLLECTED AND TERMINATED AT STORM OR DRYWELLS BY OWNER. EXACT LOCATION IS TO BE FIELD COORDINATED. rr - 0 (D p C� n CID mot• OCCUPANT DESIGN CONDITIONS UNIT TAG SPACE NTERNAL LoAOs O/A CFM PER PERSON TOTAL 0/A REMARKS NO. NAME COMPUTERS PEOPLE OTHER AGi aASW" t 28 ,RA m REMARKS (1) CREDIT TAKEN I M INTERMTIENT OCCUPANCY NOTES: (') VENTILATION REgLwEllMM ARE BASED oN AvwA STANDARD 62 TABLE METHOD (z) cc0000uuNNcc LOADS ARE MUM ON 9517a OB/N A11111ENT 1q,H Ts DEC. 1 sa RH INDOOR C NWONS A1rs EHDoaR caN Kn xHs HEATING LOADS ARE BASED ON 30 DED . DEG AmMm UmW Laos FOR COOLING UM f /A ❑1 F I Ac-1 RIGID ,ID DUCT r349"0-4 0CFM LEX DUCT, 12' MAX. 9"0-4 340CFM FLEX VD DUCT 9"0-4 340CFM 9"0-4 340CFM 2 FLOOR PLAN — HVAC ,/4•, —p• M1A RE: - �0/A W-2 1/2' AC-1 WALL CAP ,U1 9"0-4 340CFM 9"0-4- 340CFM 9"0 340CFM OCA PLANS REVIEW Z. Builder: y it l-G I Proms Date: 111 �i.M IM Approved without comments ❑ Approved with comments see approval letter dated: Lousq- ThN appovaa In no way ~atn the DuKDar ftom comp ft with at appilwble Gunn codes, which may not Do R4er.OF.A 1,W_ ^" " • 1 FLOOR PLAN — HVAC ,/4•0, —G- M1p RE: WITH ACCESSIBLE TOILET - WAIS No1E scALE Is fier FOR n• x say PAPER �' X 1t' PAF9i SIZE uRLL show T ecALE xo1En. LeA 4 z icEi r_s f L 0 R I D A ARRITICTS LICENSE #AA0001730 8427 South Park Code Suite 150 Orlando EL 32819 F 44007/.370-5550 m JOSEPH J. SORCI #AR-12728 rtahChWW J0880 Sord 14alaCE Nmean hNEIM 11= Dab ian■6 as/2alo7 orgeter Rm CkWmd W. OCI PAMMM U I 9 ra NL QZ J d (X� V le Sheet Nwrber. MAO • FRI 28 SEP 2007 <0508:17PU M \\VIRILE UODUTAR WBRD\UUH NEISONOANELSON LLD 148C9PH WJ\N146C-1120.OH0 PACKAGED AIR HANDLER SCHEDULE MARK SERVED INDOOR UNIT COGUNG CAPACITY OUTDOOR UNIT EER � ) EQUAL TO NOTES FAN ELECTRIC HEATER CONDENSER FAN(S) QTY. V/0 (�) COMPRESSO(S) QTY V/® MCA TMOCPfLB MFG MO1�yyDEL//N0. CFM 0/A IK) HP V/0 FLA KW SeIEP�S V/0. TC so (�H) AGA MAS4t000 1720 450 0.15 1/4 208/1 I 25 10 1 =/1 ms Y7.1 1 MA 1.8 1 208/1 I&G TB rA 6D X CID] � EQVAL A42WA�O�A00( (1)(2XJX4) NOTES (1 PROYDE WITH 1M LPF EVCCiIAR /AIBLY l((2 PROVIDE 1j1THFMppIUU�CCITT O@@Ft CAIO'ONF1i13 NTH ARgOIECi/ ONHER. GREEN IN M SYSTEM aMSM01 CALGF" a 208/1 (INCLUDED IN UNIT UCA AND UOtP LISTED): E701411SF FAN - 1.0 RA. OUTSIDE AIR FAN - 1.0 FLA. "EFL DRIVE - 0.2 FLA. `I yJ N lid < l 7 yam' {�ri -� CJ -. 1 ]' T'J 17111 METAL STRAP MAXIMW SAC ER FOOT OF SUPPORT SP - FLEK®LE DUCT _ NOTES: 1. DUCT SHOULD EXIQID SRGICHr FOR SEVERAL INCHES FROM A CON" BEFORE RENDING. 2 SUPPORT � OYUU.ST NOT DAMAGE DUCT OR SHAPIL CAUSE 5'X9R9A6.9TM COL" 1114 Wr TAP 90113T5 ALL TFROUSI OUT A1A 511R 44 S&P TAP SCM ITROLIJ� NO F}lm HR. FULL Fmm 5TTF0M 6ALV STEEL PREL FRAFIL WmP OP AVOW -\ W�.FaAR ERAA.'ET DETAIL PLAN VIEW 1 II II I I I I I I I i MN4VX91144I0H:4441611 414 SELF TAP S.�'G ALL T1RlAk5H011r AND ,I I, X j ffj6HroFkALLM== DRUM INTO 571FP'@8J I. I W6 WT - LM 045CRB'S AU I I I VR(L PACE17 W COATED INSLATED 5EEC£TAL A9O'1E I I �Y... I I HTL WAIL Pl48 SECTION REAR VIEW /'7`\ A/C UNITS SUPPORT DETAIL imi. 1A 20 / RE: ALTERNATE A/C MOUNTING DETAIL 1070 ROUND 0.0 RET DUCT YIN. 10'-0• MAX Ir-O LENGTH irPUSI1C 21P TIES NOTE$ DMUTE BACK OF DOF;L DIFFLM FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR EQUAL TO NOTES CFM SONES DUCT RPM 'TPjS] C*AET-1 V/0 MF& MODEL mum T1ALL 180 65 r RO 1926 [1B0] 110/I a" 609 (1)2)(3j(4K6) NOTES: 1 PROVIDE DISCONNECT SjAiC,l_,IIWNTED AT THE UW. PRoVD6 6 1D�AAaLLmw AT DVAANNPPFFARABB.IEN• SPEED CONTROLLER UWNIED AT THE UNR PROVIDE FAN SHAD. 9N K1 OUSLY DURHO HOURS OF OOOIPANCY. 3"'X1 ,STD COL" (' x 0-IG' GRAD(: A' BOLT 7TPK.N. Q } W Ek8' FIAT YN AIN IQ' LACK NR / FIR.. WAIL PAW SIT'I'EM� X HA7' X Hav 6A 6ALV. 5153. PATE MATS TOP OP Ad W-1 PLAN \VIEW DIFFUSER/GRILLE/LOWER SCHEDULE MARK / LEGEND TYPE MFO. MODEL NOTES NETX S2E 7FR01]' AIR OUANTITY� CEIWD MOIRIIED SQUARE SUPPLY DFTUSER AMWTOR Dr-R-2410 (1)(2X4X51(B)(7) QW SME 11-1/2XH-1/2 AR GRILLEBROAN 509 Will) T-- NOTES MOEJOTPOSED MADE 01* D 2 PROVIDE V4�RRLY LOUyIIffB FACE LANN OOOIE ]],Riff tAGTED ON UYtl1 CFRD1a 4 PROVI EDQU PARE 10 ROUND NOOKTRANSOIOEI �FIERE APPLICABLE COORDINATE BORDER TYPES TAM ARm01ECNRAI FLOOR PLAN AND REFLECTED CERUNO PLAN. mmiATE RNa TATM AFTEDTECT. WPATTERN0OR I,RW 9 mPy�AS�EN PRE ES. V X21fX1r X250L DUOr HOUSING TROL DAMPERS PITTING 2' END BEARING — 3/8• SQUARE ROD V _ _ _ - - - - - V I �TtEAIR OUBEi� TO SECTION REAR VIEW - - - - - - - TO AIR OUTLETS s A/C UNITS SUPPORT DETAIL,,- 5 BRANCH CONNECTION NTS M 20 RE:- DCA PLANS REVIEW S am DRAIN PAN Builder: Prajed * 1. !M . Date Reviewed by: -f_.-- 000tLNO COIL NAN4pproved Yv]thotit COMMents ❑ Approved %vith comments UNION PVIC CONDENSATE LONG PIPE See approval letter dated: TRAIN PIPE C.O. PLDO (SCREWED l�.(n at In nO war , which Ore baNJer nfi e.d In 9 4 O � >1+ + r,'4v nment codas, vAt1eN may m.f M HnnNRnd In $We ** '� or Q�d�d Q fir � OF 1• Lr1A)ED PROVIDE • ELIIOW �$ t4� GRAVEL vIQ g 40 fr Qqir 4 1- f LeA fLORIDA ARUITfCTS LICENSE #M0001130 9427 South Park Citde Smite 150 Orlando FL 32819 F 407/370-5550 JOSEPH J. SORCI #AR-12728 ha naniga Joseph Sord PIE1aa1Nurbo hVM 146C 1>•la 1ww8 W/2B/07 Drat) er+ arr� W 00 RrFYla ar a 7T G7 Wa �Q a + 4 FLEX DUCT SUPPORT NTT; DIFFUSER + FLEX DETAIL Iws 2 CONDENSATE DRAIN DETAI NTs 1 DRYWELL DETAIL INTS Sheet Number. [y( 20 RE: - 1,,M 20 RE: - M 20 RE: OPTION B - (W. BATHROOM) - M 20 RE.OTE U \ M. 2. L .O WALE NXA[.E 16 V FOR?)' X W PAPER 9' X M PARER SM ULL 6 010 THE 6CAMNOTED. FRI 28 SEP 2007 <0756:14PM ESD \\tea Moo" NYBRm\10 NMMNo7\NFISON Me 146CUPH QRq\NI46C-P1A.DM PLUMBING FIXTURE SCHEDULE MARK Wes, DESCRIPTION "Float toyA° (1) (5) (3) (3)(4) MANUFACTURER AMEN. Sm. A kx Sm. Am MODEL N0. 2325.101 D36fi012 _ 7�25-AA--M CARRIER - - - MANUFACTURER - (2) - MODEL NO. - - - FLUSH VALVE (2) - - MANUFACTURER zM - - MODEL NO. z-woo-" ADA - - SUPPLY FITTING - (2) (2) MANUFACTURER - - - MODEL NO. - - - QUANTITY FAUCET - - - MANUFACTURER - aDCAGO ae= MODEL NO. - '84 465mcp 786-0-MCP-0 DRAIN - - - MANUFACTURER - (2) (2) MODEL NO. - - - TRAP - - - MANUFACTURER - (2) (2) MODEL NO. - - - SPECUAI. ITEMS WITH ELONGATED OPEN FRONT SEAT BY OISONITE LESS COVEROrED BY PLU G CONTRACTOR. 0UON.HEIGHT PER LOCAL. STATE HA)NOICAP CODES. PROVIDE AND INSTALL BUBBLER EQUAL TO,LIST MODEL Q JSB-ID-VR. PROVIDE AND INSTALL STANDARD HEIGHT WATER CLOSET WTTH ADA CLEARANCES �jf TO COMPLY WI71 CJOLDRET(S ADA CUIDEUIB:S. (6) PROVIDE W1T11 SHUT-0FF VALVE OYN�COjYLD WATER SUPPLY. yE (» WIRT°�OREI,ING°•I A 1ISTALL 003FYNIn S'IRABiEER WILERE WA ELDP°REESS�IIRELYA�N A BLINDING EXCEEDS BO PSL FCOI�CR11ymA00Ye WYIBLIIIIIIIm POF,FODLI��D<yE1LQtARa0I�I1Oe AIOlIN000H AS 2-WAYS V am DETAIL *FV s SANITARY RISER DIAGRAM N� pip RE: - FNNI PLUMBING NOTES: FLORIDA D.O.E. PLUMBING NOTES: FLORIDA D.O.E. ITEM PART DESCRIPTION 1. THE 11� OF INS BUBDMO OUT PLUMBING FAMMES (ALL OR PARTIAL) IS 5T UCF TO THE APPROVAL OF p 0.E 2 ALL PLUMBINGCONSTRUCTIO VATERIAIS AN IIl!NNSTALIAIIGN NUSf BE IN A[zA�ppppANGE TIE 'fHE FLORDA PLUl1WNC E 2004 TO INCLUDE 2005 & 2006 SUFPLF1RfNTS AND THE STA RECUIRETdENTS FC� EDUCATIONAL FACILITIES 2004 SECTION 423 (SRL7 ). mum 10flE15 (OPn AMMCAN STANDARD FLOOR %1TED UNIVERSAL RUIBHE 1.6 Gd COI�O j4171 REAR °LSCRARGE OR EWAL 'VAg11TY' TYPE TOOET T SUPPLY LINES WHITE OPEN FRONT PVC PLASTIC OISONHE, BENKE j523 OR EQUAL FLSO OL4GIAR(,E SHOW ALTERNATE - FHC 3. WATER SUPPLY AND DWV PIPING SHALL � TESTED IN ACCORDANCE 11TIF1 FLORDA PLUMBING WOE 2004. ACCORDANCE FOIL SHUT OFFS rE ES CRAB BAR L0. GRAB BAR ALL FIXTURES 7C PLASTIC - SCIL40 DWV 1f z 38' 11' WALL CLEAR 1r 42f 1r ALL CLEAR SPAUIDI(G (AO.C-704 36' (AT TOILET) SPAULDI 4r TOOET) I 4. OISNFECTIGN OF POTABLE WATER SYSIEI,4 PIPING SHALL BE DONE Ik( SITE IN j117H FiAfODA PWJBING CODE 2004 UNDER SECTION BIG S. ��, E FHA. '�iT1N !NN/�S'ORBa(TN�OPD( FR�iT SFA1S S. AUS TO BE WUIERED WOIIFI Fir MATERIAL ro A HElpir OF e FEET ABOVE FINISH FLOOR AREA. DISPFNSR MNtOR z TISSUE HOLDER O 2I' AFF TO CEN, S//S FRM. 1S x 3°' O R TO SOT, A.F.F. Nc PLC-7°4 (AT BOBWpL 885 BOBRICK 185-8 '!'g 7. READ VENT FANS SHALL PRONE 2 IM M PER SWORE FOOT OF RFSRiW AREA S. READ SPEaFlG1TIDHS SINK E11fAY (ORKA-2517C R/(L8872 TRAP. W19I SUPPLY & J24M FAUCET 9. PLASTIC PIPE FlTTINGSA�m PLUMBING FDL m SHALL BE NSF APPROVED. 10. ARY WASTE SYSTEM TO BE EITHER PVC OR ABS AND BU®LER PA141 II. ATER SUPPLY LINES SHALL BE POLYBUTYLEM (PB CHLORINATED POLYVINYL CHLORIDE. OR COPPER. IFF4� �PCLY&ITYLENE. POL11R1TYtFNE IPE STALL 1 T ITS USE BE RESTRICTED TO THE PRODUCT NSTALLFR VERIFY WILL 4ANUFACTURERS CoNDmDNS WAND NCLUDWG CHLORINE WN TRATION LELS. 12 ANY RREQLTNIRED WATER wRMMrn ARRESTOR 9RALL BE RIST� AT THE FACTORY. 13. RES7R0oM FLoaroo STALL BE SEAMLESS Nim NG ROLL 1TPWALL s'. N01O LAL UI ALL 6 14, LAYATORIES SFIALL HAVE COLD WATER SUPPLY UMITFC VAN�jYR4S 1S. DISTRICTFLOOR FLAN. °I-�Ao ASSUIBEMNN NDONFSI�C c�50LDER SHALL BE UBILITY SED �(aTER SLUYS10FAr( PESLODMBMG :BETE PAD PVC EXTENSION, SAME SIZE AS SEWER PVC 2-WAY CLEANOUT PLUMBW SYMBOLS LEOEPID SYJBa. DEXR!"ON —SON— SCLL Pff OR WASTE PIPE - - - - - - - - ,..,T PIPING ----- On WATER MNG ----- BALL VALVE IN GEILNO SPAN —_-�--- VALVE IN CAST NON BOX FDO0 FLOOR arAINOUT ® ExTERm 2-WAY CLEANOur PLUMBING Ky��E��Y Npp{OTES: TO SANITARY RISER CIAGRAM FOR AM 4 EXTERIOR 2-WAY CLEANOUT EFTS ° 1-° �� G COLD WATER A° Y'°S RE: - ---- - -- — - -�-1 i Y DOMEsnC WA7FR PD NC DT}D auDE 1�itFH WET ,OFF VIAL.17CiMLSE1gN� � Y�'� MNu`A'7I Q4 SIFT -OFF VALVE N VALVE BOX - REDUCED PRESSURE BACKFLOW PREVENTOR /2• 2• DOMESTIC` 1-1/2" WATER SERVICE , WATER SUPPLY RISER DIA RE: GENERAL NOTES: ,. INSULATE COLD WATER PIPING IN ACCORDANCE PAIN FLDRIDA ENERGY EFRCE NCY CODE 2. METAWC PIPING SHALL BE D(STALLm N FIRE RATED WALL (TYPICAL) 3. � RPNG PESHRNK CNETRAMONS VTH SHOCK AFMST0F1 SCHEDULE DIMIATION 1"FACTURE]RI SEIM I SUE I FMM UNITS A I DRN I Z-1700 1 j100 1 1-11 e 2" S-1 L-� I I I I DCA PLA S REVIEW Builder: gaACO Project tat I Date: 11 • l5• RD'1 Reviewed by: _ LBAnrz4 0 Approved 4out comments CJ Approved wi1d: comments Sle ee approval tter d Thle approval In no way affGvWW tie Du&Itr Dom ..V W9 WKb wMct' ay nn, ,... ,P,,.vn, • . -1-1/2" REDUCED PRESSURE BACKFLOW PREVENTOR 1 /2" IVTS.7 7e0- 1 PLUMBING FLOOR PLAN ,�a•=r-D- MAY 15 ?C,?g Pt0 RE: - SCALE NOM WALE 16 IiET FOR 27' X B4' PAPER T X it' PAPER 8UE WILL I)I)01U US W WA E NOW. f LeA fLORIDA ARf1111E[1S LICENSE #AA0002130 8427 South Park Circle Suite 150 Orlando FL 32819 555 IF44007%370 5550 JOSEPH J. SORCI #AR-12728 PFhcbdY,Cl- .loeeph Sord HfYM 14TLC oarlerm 00128/07 Orin St. FM Ctrdnd ey OCI RaYrlas U 1 y 0 i 's aWQ f� Sheet Number. 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FR1 28 SEP 2007 <O&10:42P9 M> \MOBILE MODULAR WBRID\NNN NL95ON07YNMWN L!C 148COH CPAnN146C-MO.DNG FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATTS LAMPS MOUNTING NO.jwATTsj TYPE FA 2' X 4' RECESSED FLUORESCENT TROFFER .126 PRISMATIC ACRYLIC LENS CONSISTING OF FORMED STEEL HOUSING WITHOUT VISIBLE SEAMS CONTAINING FLOATING MITERED DOOR AND FUSED 120 58 2 32W 32 T8 RECESSED VOLT ELECTRONIC BALLASTS FOR FOUR LAMPS. FINISH HOUSING IN BAKED WHITE POLYESTER (41r) POWDER COATING. FINISH LAMP COMPARTMENT IN HIGH REFLECTANCE SWE, MFR; LITHONIA 'GT8' SERIES OR EQUAL SURFACE WALL MOUNTED FLUORESCENT FIXTURE CONSISTING OF ROUND DIE CAST ALUMINUM FB BODY FINISHED IN POWDER COATED POLYESTER, ROUND TRANSLUCENT WHITE 0.125' 90 2 42W 42TRT/ 77/DWH SURFACE WALL POLYCARBONATE LENS WITH SMOOTH EXTERIOR EQUIPPED WITH NEOPRENE GASKET BETWEEN LENS AND BEZEL, CAST ALUMINUM BEZEL FINISHED IN POWDER COAT POLYESTER TO MATCH HOUSING, SECURED TO HOUSING BY TOREX SS SCREWS AND EQUIPPED WITH CLOSED CELL NEOPRENE GASKET BETWEEN HOUSING AND BEZEL, EQUIP WITH INTERNAL REFLECTORS, FUSED 120VAC LOW TEMPERATURE ELECTRONIC BALLAST FOR Two 42W CFL LAMPS. MFR: UTHONIA 'VGR5' SERIES, GARDCO '500 FACIA FORMS', LUMUX 'WS700' SERIES. FC 2' X 2' RECESSED FLUORESCENT TROFFER .126 PRISMATIC ACRYLIC LENS CONSISTING OF FORMED STEEL HOUSING WITHOUT VISIBLE SEAMS CONTAINING FLOATING MITERED DOOR AND FUSED 120 60 2 31W U31 TB RECESSED VOLT ELECTRONIC BALLASTS FOR FOUR LAMPS. FINISH HOUSING IN BAKED WHITE POLYESTER (2e) POWDER COATING. FINISH LAMP COMPARTMENT IN HIGH REFLECTANCE BWE. MFR: UTHONIA 'GTB' SERIES OR EQUAL XA EMERGENCY LIGHTING BATTERY PACK CONSISTING OF POLYCARBONATE HOUSING, SIX VOLT _ _ _ _ SURFACE MAINTENANCE FREE LEAD -CALCIUM BATTERY, CHARGER AND ELECTRONIC CONTROLS, AND TWO CEILING/ ADJUSTABLE LAMP FIXTURES WITH MR24 LAMPS. DUAL VOLTAGE INPUT. U.L 924 LISTED, MFR: LITHONIA "QUANTUM" SERIES, PRESCOUTE 'DESIGNER' SERIES X ILLUMINATED EXIT SIGN CONSISTING OF POLYCARBONATE BODY, UNIVERSAL MOUNTING, 3/4'x 6' RED LETTERS, BUILT-IN REPLACEABLE CHEVRONS, ILLUMINATION BY BUILT-IN LEDS PROVIDING 4 N/A N/A LED UNIVERSAL EVEN ILLUMINATION OF LETTERS WITHOUT BRIGHT SPOTS, EQUIP WITH SEALED NICKEL -CADMIUM BATTERY AND CHARGER PROVIDING ONE AND ONE HALF HOURS OF FULL OUTPUT OPERATION ON BATTERY. U.L LISTED FOR DAMP LOCATIONS. EQUIP WITH POWER SUPPLY HAVING FUSED INPUT FOR 120-277 VOLTS AC. MFR; LITHONIA 'QUANTUM' SERIES, COLUMBIA " SERIES, NOTES: GENERAL NOTES _LIGHTING 1. LIGHTING FIXTURE CIRCUITING IS SHOWN _ - - SCHEMATICALLY FOR CLARITY. ALL RECESSED FIXTURES SHALL BE WIRED THROUGH AN ACCESSIBLE JUNCTION BOX -0 PER THE SPECIFICATIONS. NO WIRING THROUGH FIXTURES SHALL BE PERMITTED. AT THE CONTRACTOR'S OPTION, UP TO FOUR FIXTURES MAY BE WIRED TO A COMMON J-BOX. 3 'rl is 2. COORDINATE THE LOCATIONS OF THE LIGHTING =r FIXTURES THROUGH THE GENERAL CONTRACTOR. WITH THE DIV 15 CONTRACTOR IN THE ORDER TO LOCATE HVAC DEVICES a { IN THE NEW CEILING GRID TO AVOID CONFLICTS WITH c) c' THE LIGHT FIXTURES. INSTALL EMERGENCY EGRESS LIGHTING FIXTURES SO THAT THEY ARE FED FROM THE SAME CIRCUIT' -'a ®`' THAT FEEDS THE OTHER LIGHTING IN THE SPACE PER NEC. 3. EC SHALL VERIFY LIGHT FIXTURE MOUNTING _n L REQUIREMENTS AND PROVIDE THE PROPER MOUNTING FRAME/ HARDWARE FOR THE CEILING TYPE TO BE MOUNTED IN. 4. ALL LIGHTING FIXTURES INSTALLED IN SUSPENDED CEILINGS SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, NOT THE CEILING GRID, USE A MINIMUM OF TWO SUPPORT WIRES LOCATED DIAGONALLY AT OPPOSITE CORNERS OF EACH LIGHT FIXTURES. a ENLARGED CLASSROOM rg_-� PLAN — LIGHTING �,,,•m, _o• E 20 RE: OPTION A - (NO BATHROOM) - KEYNOTES E: 01 CIRCUIT ALL EMERGENCY FIXTURES AND EXIT SIGNS TO CLASSROOM LIGHTING CIRCUITS. DCA P Builder _ LO Project Date: Reviewed by fLS �— O� Approved without comments O APPIoVed with commerft See approval fetter dated: 11. rl_� Thh appwel in no vary aNevlabe the buNlkr bom OwVjyaV e, all appikable eurtant Codas. whkl, mev nnr h.. ,�•-.,n.,, ,r .h,, „ ENLARGED CLASSROOM 1 PLAN — LIGHTING_o- E 2p RE: OPTION B - (W. BATHROOM) - SCALE NOTE SCALE 16 6ET FOR 72' X W PAPER? X 11' PAFER 617E WILL 50 10 THE SCALE NOTED. f L*A fLORIDA ARCHITf[TS LICENSE #AA0001730 8427 South Park Circle Suite 150 Orlando FL 32819 F 407/370 5550 JOSEPH J. SORCI #AR-12728 RtAO lhO-P Joseph Sord pr*dNmbm HYBRD IM oarr.ra 000107 DnOm r. awdw %r. OCI PwY4r 0� N� a �J 11 Sheet Nw nber. E.2.0 FBI 28 SEP 20D7 <05:10'.07PM ES> \%9082E MODULAR WBRID\M NELSDND7\NEIS0N uC 14KWH CRA%\111460-E3.0.176 CAST IRON GRATE GROUND WELL COVER qK'1"01- PRECAST CONCRETE GROUND INSPECTION WELL GRADE I 14' 1- CONCENTRIC STRAND I 1 / COPPER GROUND CONDUCTOR EXOTHERMIC CONNECTION 3/4•x10' COPPER -CLAD GROUND ROD 6 't >UND INSPECTION WELL #2/0 CONCRETE -- -- -- _-- MAIN -TELLER SERVICE ---- - AROUND WATER METER �� P-6 v` PANEL cp SERVICE 122LIM-IOU" MINIMUM BREAKER AID LOCATION SEE PLAN RATING 1m Mcs MOUNTING SURFACE - NEMA 3R_ J TO MTD E7�DpSµIDITO MAWATM FIELD V CAPABILIW(OF �) g ACCEPT ADOMONAL MODIFY SYSiF43 AS REDUTAFA ALL - -- l�jCDIWjG wiE3 ro HAVE suR¢ PRmET:nDFM 1, SPARAjTE Wo k FUNORONS MAY BE RUN W THE SAME 2 MDi4AIM CONDUIT Sm SOIL BE 3/e AS MWFD BY FBC AND S 4.EllvA., ARTACNAL SO R�EIWTWFtEDDr ON SHOP DRAG& ry J IL ALL M14T SHALL eEuMFuw�BalEoelklx NraN wa snaN� IC OMWICATIONS 4 ALL A. �AHU s r MIKr DE L.A. 'W.4 TIFF 7. ALL Olaf sHA L HAVE;WE NUVO AT BOTB BM AND ALL REMW CABLE 91A11 BE TAPED L►FUAN DRAYANcs tL16 D4A+�FuaDUl�AanODEV1�� �Y.ON 9. All N91AL ALARM DE4%EB SFIALL BE MOUNTED AT IrN. 60'AFF ro BOT10M OF DEVICETO SYSTEMS RISER DIAGRAMS NIS GROUND INSPECTION WELL, SEE DETAIL THIS SHEET 3/4' X 20' COPPERWELD GROUND ROD (2 MIN) VARIOUS TYPES OF 3 SERVICE GROUNDING DETAILS , E 30 1. SERVICE GROUNDING MAY BE REVISED BY OWNER OR CONTRACTOR AS LONG AS THE SYSTEM STILL COMPLIES WITH NEC. 2. CONTRACTOR SHALL SUBMIT DRAWINGS TO AUTHORITY HAVING JURISDICTION INDICATING ALL PROPOSED REVISIONS. 3. DRAWINGS MUST ALSO INCLUDE ANY PROPOSED REVISIONS TO CONDUIT AND WIRE SIZES. GENERAL NOTES: 1. SHOULD THE OWNER (ORANGE COUNTY PUBLIC SCHOOLS) WISH TO REVISE, OR HAVE REVISED, ANY OF THE NOTED ELECTRICAL SYSTEMS OR DETAILS, THE ELECTRICAL CONTRACTOR SHALL SUBMIT THE REVISIONS (AS OUTLINED BY THE OWNER) ON DOCUMENTS TO BE FURNISHED TO THE AUTHORITY HAVING JURISDICTION. 2. ALL SUCH REVISIONS SHALL MEET THE NATIONAL ELECTRIC CODE (NFPA 70) AND ANY REGULATIONS OF THE AUTHORITY HAVING JURISDICTION. 3. SUCH REVISIONS SHALL BE INCORPORATED INTO THE PERMIT SET OF DOCUMENTS, 4. THIS SHALL ALSO INCLUDE ANY REVISIONS TO THE INTERCOM SYSTEM, FIRE ALARM SYSTEM OR LIGHTING SYSTEM. 5. THE LOCATION OF ALL DEVICES INDICATED ON THE PLANS IS DIAGRAMATIC. EXACT LOCAMN MAY VARY WITH SPECIFIC TYPE OF SYSTEM PURCHASED BY OWNER, AS LONG AS THE LOCATIONS ARE NOT IN CONFLICT WITH FLORIDA BUILDING CODE OR NEC. 2: 4 TO BE � F per{ iOD F cAPAeEITYslsiy.7o AccEPr ADWnONAL oEEyy��S oDIFY sisD;L4 AS RFAIDiFD. ALL WaYO1c wigs ro HAVE � PRDRD;nON. F F � SD J ro BE LIED INTO EDDBItic FEE ALARM sTsrFli. oR ro FOLD VETIffY GPAaUtt RFYJII�L"ODR'�°N"w'' pENffSIDiEi TO �� �� PRotEcnON. LOiO11O KEYNOTES O: SIGNALING I SYSTEM FOR RECALLNOTI NNTO OTIFICATION. TO EXISTING ELECTRICAL DISTRIBUTION. CONTRACTOR TO FIELD VERIFY CAPABILITY OF SYSTEM TO ACCEPT ADDITIONAL ELECTRICAL LOAD. MODIFY SYSTEMS AND PROVIDE ADDITIONAL EQUIPMENT AS REQUIRED. WIRING FOR ALL FIRE ALARM DEVICES IS TO BE IN 1/27 CONDUIT. ® RECEPTACLE AND TELEVISION OUTLET TO BE MOUNTED 18'AFF. 0 POWER SYSTEMS 2 CLASSROOM PLAN 1/4'=l'-O- E S.0 RE: OPTION A - (NO BATHROOM) I- 5❑ (1) 2-C TO EXISTING FIRE ALARM SYSTEM. 0 ALL COMPUTER OUTLETS TO HAVE GREY COVER PLATES, -0 OTIO DETECTOR TO BE CONNECTED TO SECURITY SYSTEM. COORDINATE EXACT - LOCATION WITH OWNER. EQUIPMENT EXISTING COMMUNICATIONS PHOTOCELL TO BE MOUNTED ON EXTERIOR OF BUILDING PROVIDE LIGHTNING ARRESTOR ON SERVICE PER NEC PANEL LP as OL ELECTRICAL ONE -LINE DIAGRAM N.T.S. 'P) C0N?= THROUGH PHOTOCELL :L) PROHIGLE�yLE=-ON DEVICE K."'EIT OFF O PANFl. T 0 CP 2:4 60 2 7 #6 60A 3R CP5 WPG AC-1 P)aELEfl G 3 CP 9 C 13 a CP G 10 CP—---- - - 12 CP L�SD S 1.._.......... ISCA PLANS REVIEW I i Builder: t 1 J IL Pf4w '�LMI Date: ll.l5.c�'I Rr@9Rewed by. de _ bit g}AXJ 10 9 Approved wkhout comments 12 ❑ Approved with comments CP 8be approval fatter dated: 11' IT( I� ❑ `' Tfib • f� A Fin m w%.1Fev111 ID. boRQar eom eamPNh9 MLF� 6 cVFynt enare vFkh RV RM M.�1..rKmcd •. ••a.-..r..., ❑3 �7�: F POWER SYSTEMS 1 CLASSROOM PLAN ,/4• -D• E3A RE: OPTION B - (W. BATHROOM) - rAU.EWM VAEI6ETFOR ti'XWPM TXn'PA:M6UPDILLMWRSGUNOTED. f LOA fLORIDA ARfHITEfiS LICENSE #AA0002730 9427 South Park Circle Suite 150 Orlando FL 32819 P 4077370-5555 F 407/37G-5550 JOSEPH J. SORCI j#AR-12728 hhoWFl h tlra ,)oeeph Sord r+atiaENule.+ t+rewim Dab r.a 091007 Drain w ftd aen OCl Fw1YoFra Sheet Number. E.3.0