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HomeMy WebLinkAboutBUILDING SITE PLANSGENERAL 1ss7 s.B.c. NOTES: FLORIDA 1994 NFPA 101 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. THE PRIMARY ENTRANCE MUST BE ACCESSIBLE. 2. ALL.DOORS SHALL BE OPENABE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR §URFACE BOLTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 4. FLOOR DESIGN LIVE LOAD - 50 PSF, 100 PSF CORRIDORS. S: MAXIMUM WIND SPEED - 110 MPH It gEIIMIC PERRORMANU_ OPIU RY - AV a 0,05 7. OCCUPANCY IS BUSINESS 8. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF BUSINESS AREA. (OCCUPANCY LOAD: 7) 9. ALL STEEL STRAPS REFERENCED ON THESE DRAWINGS SHALL BE 1 1/2 INCH x 26 GA. WITH A MINIMUM OF (5) A31" x 3" GUN NAILS EACH END OF STRAP (OR EQUIVALENT). ALL DOUBLE STEEL STRAPS REFERENCED ON THESE DRAWINGS SHALL BE 1 1/2"x 26 GA. WITH A MINIMUM OF (10) .131" x.3" GUN NAILS EACH END OF STRAP (OR EQUIVALENT). 10. PORTABLE FIRE EXTINGUISHER(S) PER N.F.P.A.-10 INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION. 11. MINIMUM CORRIDOR WIDTH IS 44 INCHES.' 12. MINIMUM CORRIDOR FINISH IS CLASS "B" (GYPSUM). 13. BUILDING CONSTRUCTION TYPE; M 14. THE BUILDING IS DESIGNED AS AN INDEPENDENT STRUCTURE AND IS TO HAVE FIRE SEPERATION DISTANCE A MIN. OF 15'-0" FROM+ANY ASSUMED OR KNOWN PROPERTY LINE, UNLESS FIRE RESISTANT RATING IS NOT REQUIRED BY TABLE 600 OF THE STANDARD BUILDING CODE. ANY OTHER CONDITIONS WILL BE THE SOLE RESPONSIBILITY OF THE DEALER TO PROVIDE ADEQUATE° FIRE SEPERATION IN ACCORDANCE TO APPLICABLE -STATE I AND LOCAL CODE REQUIREMENTS. " ENY _CODE' 1997 FLORIDA ENERGY EFL-ICENCY CODE F�,F.� FRONT ELEVA'TTUN El.EC MCAL NOTES: MECHANICAL NOTES: 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE BY 9 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS 2. APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N.E.C.). WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE WITH 13 INCHES DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY SPACES SHALL HAVE A R-6 INSULATION VALUE. DUCTS LOCATED IN R-4.2 INSULATION VALUE ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE UNCONDITIONED INTERIOR SPACES SHALL HAVE A CREATE A MINIMUM CLEARANCE OF 12 INCHES AND ALL ,OTHER FIXTURES SHALL HAVE "STORAGE 2. INTERIOR DOORS SHALL BE INSTALLED IN SUCH A WAY AS TO FLOOR FOR AIR RETURN. ANY ON -SITE A MINIMUM CLEARANCE OF 6 INCHES FROM AREA" AS DEFINED BY A 3/4 INCH GAP ABOVE FINISHED ARE NOT THE RESPONSIBILITY OF COASTAL N.E.C. 410-8(a). ADJUSTMENTS AFTER SET-UP 3. WHEN WATER HEATERS RE INSTALLED THEY SHALL BE PROVIDED WITH READILY MODULAR BUILDINGS. TO THE EXTERIOR AND TERMINATE AT AN ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED. THE 3. VENT FANS SHALL BE DUCTED BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE APPROVED VENT CAP, 7 VA PER SF AS THE DISCONNECTINO MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER A. REST ROOMS VENT FANS SHALL- PROVIDE A MINIMUM OF IS W THIN SIGHT FROM THE WATER HEATER OR IS CAPAMLE OF DEING LOCKED DUCT EXPOSED TO NON CONDITIONED SPACE SHALL BE INSULATED 4. IN THE OPEN POSITION. HVAC EQUIPMENT SHALL BE, PROVIDED WITH READILY ACCESSIBLE DISCONNECTS 5, TO PROVIDE A THERMAL RESISTANCE. ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" 6. DUCT SHALL BE CLASS 1, AND IF ALUMINUM OR GALVANIZED, POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL CONSTRICTION SHALL BE PER CODE. UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER, DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE N.E.C. BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION. �7�� r.��**I MINDATON' 7. ALL CIRCUITS CROSSING OVER MODULE MATING UNE(S) SHALL BE SITE CONNECTED WITH APPROVED, ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. 8. RECESSED PORTIONS OF=LIGHTING FIXTURE ENCLOSURES, OTHER THAN AT THE POINTS IN ACCORDANCE, WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF SUPPORT, SHALL BE SPACED AT LEAST 1/2" FROM COMBUSTIBLE MATERIALS. OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN 9. THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3 INCHES OF THE RECESSED FOUNDATION SUPPORT AND TIE. DOWN SYSTL'' DETAILS AND- SPECIFICATIONS FIXTURE ENCLOSURE, WIRING '.OMPARTMENT, OR BALLAST, AND SHALL NOT BE THE ARCHITECT / ENGINEER OF BUILDING FLANS SHOULD BE CONTACTED TO INSTALLED ABOVE THE FIXTURE SO AS TO ENTRAP HEAT AND PREVENT THE FREE OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION 'PI 'NS ARE CIRCULATION OF AIR. DESIGNED BY OTHERS, THE ARCHITECT / E,GINEER OF 6UILF iG PLANS DESIGN SHALL NOT BE HELD RESPONSIBLE OR UAE 1 FOR THE FOUNUATION AND THE CONSEQUENTIAL PERFORMANCE 0' THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS Rt!.AT1NG Tm° RETO. i SrFE WrALLED TMW- NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1. THE COMPETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE PLUMBING SYSTEM. S. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING, 8, THE MAIN ELECTRICAL PANEL. AND SUB- IrEEDERS (MULI1-UNITS 00, 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) (MULTI -UNITS ONLY). B. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY). 9. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL 10. FIRE ALARM SYSTEM. (IF APPLICABLE) 11. SPRINKLER SYSTEM (IF APPLICABLE) 12 DOUBLE OR OR 3 NOORDERDOWS SHALL BE INSTALLED TO CONFORM TO THE G 0 GrIASITE Y OTHERS CODE. ELEVATION NOMO 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION. 2. ACCESSIBLE RAMP(S), STAIR(S), AND HANDRAILS ARE SITE -INSTALLED, DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. 3. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQ.FT. NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND AN 18"x24" MIN, CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 14061 El L�J 0 CMAP n 8.8 qk,.SoP-oSA-1E REAR ELEVATION LAN NLIMBFR,^^_?:..>.. Ldaja2y „ji,U13/Y_ CH L/La H �+UUIgLI�tUrAY, JR. I ltow) " RKWI15 wl LEFT SIDE ELEVAUON RIGffF SME ELEVATION APPROVED BY LISAPPRAVALCY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CON�ST, TYPE VI OCCUPANCY B ALLOWABLE {� 9E�9QRS 1 WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 8 P AN NO,- CM9103095-13 ROO 1 !1 THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS INC-AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT WRITTEN PERMISSION. ■ ■ AC=IBaM NOTES' 1 CCES5 BLEA ESTROOM NAL SYMBOL FACILITIESOF ACCESSIBILITY ACCESSIB E BUILDING SHALL BE DISPLAYED ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICU G. 3 WHERERPROVIDED,EATACILITIES EAST ONECH AS OF EACHA SHELVES,TYPE PROMO DSHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC, TO SUCH SPACES SHALL BE 'ACCESSIBLE (I@. TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD A REACH O R 0 INCHES MINIMUM AND 84 INCHES MAXIMUM, OF THE FLOOR FOR SIDE R THtS RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE fHE FLOOR (49 INCH€9 MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES) 4 HALL B HIGHER NTHANI 45rINCHESRABOVEATHESFLO R FFOREFRONTRAPPRO CHIPORN545NCHESE NO ABOVE FLOOR FOR ABOVE SIDE APPROACH. THE ITB FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO MOUNTED N0LESS THAN115 N NOT APPLY WHERE THE S ELECTRICAL RECEPTACLES AFSPECIAL EQUIPMENT DICTATES WI RENOTNORMALLLY INTENDED FOR USE BYBU LD NGWFiERE OCCUPANTS. 5. AUDIBLE AND VISUAL ARNG MWARNS. THE VISUAL ASYSTEMS ARE R RMS SOE WHERE EMERGENCY H LLBE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. _ 6 OPERATED, PUSH -TYPE, U SHA ED) MOUNTED NODOORS TO ALL ACCESS113LE SPACES SHALLHAVE AHGHERIBTHALE A48WLEVER- OPERATED, ABOVE THE FLOOR. 7., FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANCESLOPE 0 IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH GREATER THAN t2, CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS, SHALL.,BE 0.5 INCH MAXIMUM. GRATINGS IN FLOOR SHALL HAVE SPACES, NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. B. ALL DOORS SHALL BE OPENASLE BY A SINGLE EFFORT. THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 9. ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM Tr$ FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LNG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR-TO.THE TOP OF THE RAIL WITH 0.5 INH MAXIMUM VARIATION. 10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG WITH ELONGATED RIMS At A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES HIGH,ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6.S INCHES MAXIMUM. AND 13 HOT NSULATEDRAND DRAIN OR OTHERWISE IPES UNDER CONFIGUURED TOESSIBLE PROT'ECTAAGANSTSCONTTACT..KSTHERELSHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (Is. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHYSICALLY DISABLED PERSONS SHALL NOT BE EQUIPPED WITH SELF -CLOSING VALVES. 15. WHERE ITS IBOTTOMARE EDGERNO HIGHER D IN RTHAN040 INCHES ABOVEONE THE FLOOR. PROVIDED 16 AHUSABLE SHELF NOHIGHER THAN44 DCABINETS IARE PROVIDED, INCHES LEAST BOVEONE THE FLOOR.BE LOCATED WITH 17. 1.5 IN BARS OFECLIEAR SPACE BETWEEN THE BAR ESSIBILITY SHALL AND THE INCHES WALL.IN DIAMETER WITH 18. TOILET STALL DOORS SHALL BE THE SELF -CLOSING TYPE. 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. Pr *C`�IBING NO'I"ES: 1, CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WHEN NOT SHOWN ON FLOOR PLAN. 2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES. 3. STORAGE -TYPE WATER HEATERS SHALL HAVE A T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT-OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 4, WATER SUPPLY LINES SHALL BE CPVC OR COPPER SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED. 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC IPS SCHEDULE 40. 7. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION. S. TOILETS SHALL BE ELONGATED TYPE WITH NON -ABSORBENT OPEN FRONT SEATS. 9. RESTROOM WALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48" A.F.F. U. HOT, WATER SUPPLY TO A FIXTURE REQUIRiT 0 HOT W! ,TER SHALL BE INSTALLED ON LEFT SIDE OF FIXTURE. Ii. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE. "2. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 13. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM, OR BE EQUIPPED WITH SELF -CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). MAXIMUM WATER TEMPERATURE IS 110' F. son BY P',ryi St .If KANNED BY '. aftuele Count, r i9 COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 MANJFACTURER �rl RNO. SIONS KCVIN M. FINN, Pg. TA Y 2811 WOCVNM I " /4/99 MAO (4MN, IN 46528 DEALER PAC VAN MOBILE OFFICES PVD1260 W/H.C. BATH COVER SHEET I JUN 2 0 2000 DATE SCALE QUOTE N SER. N0. 10 23 98 t 4"-1'-O" P`✓D1260B $12E CODE TYPE USE DRAWN BY APPROVAL ly PAGE 12X56 SBCC 14 B 1 MAG CM8103098-1 1 OF 4 a "CIF- SERIAL No. B U I L. D I N G DATA PAC -VAN FLEET UNITS OVERALL SIZE LENGTH = 60.00 Deluxe 12 X 60 c/o., W H.C. 1 WDTH= 11,666 2 BATH Nom. 12.00 MODULES = 1 BOX LENGTH = 56.00 WDTH= 11.666 Nom. 12.00 MODULES = BOX LENGTH = WDTH= Nom. MODULES = BOX, LENGTH = WiDTH= Nom. MODULES = BOX LENGTH = WDTH= Nom. I +•• DESIGN CRITERIA SBCC TYPE: M USE: 8 2 3 4 YES YES YES CONSTRUCTION ENGINEER'G INSPECTION W SBCC / FL LABELS 3rd PARTY PLAN REVIEW 3rd PARTY PLAN REVIEW Li _ M Q a refs +4110 6 ••• FRAME r*assruor 7 1 CHASSIS BASEMENT STYLE BOX SIZE= 11 8 X 56 0 8 YES I —BEAM / CENTERS 12' I —BEAM, 82' CENTERS 9 N/A DELI BEAM 10 YES OUTRIGGERS STD 13 ga. 11 YES CPOSSMEMBERS STD 13 ga. 12 N/A REAR BOARD 13 2 AXLE,BRAKE Re —MANUFACTURED, 6000 lb. STANDARD OVER —SLUNG 14 1 AXLE,DRAG Re —MANUFACTURED, 6000 lb. STANDARD OVER —SLUNG 15 6 TIRES 7:00-8 PLY RATED NEW 16 YES HITCH UNDERSLUNG DETACHABLE 17 N/A FLAT BARS 18 YES 12 VOLT WRING 4-2 NO GROUND BRAKE WiRE 19 YES PAINT 3 MIL BLACK FRAME PAINT 19a YES PAINT / STENCIL STENCIL ON FRONT K—MEMBER (Serial Number) 20 N/A 21 N A 22 rrr -LOOR rrrrrrrrrr TRANSVERSE ITYPE 23 YFS BOTT,BOARD STANDARD .003 PLASTIC - _- 24 ,I, LOOK DUCT 25 N/A :tEG /GRILLE 26 YES 'R-OOR JOIST SPF, 12 0 16 o/c 2 X 6 TAPER FOR SLOPE 0 ENTRY 27 YES FLOOR RAILS SINGLE SPF j2 or Btr 2 X 6 28 YES FLOOR BOLTS STANDARD LAG SCREWS 29 N/A STEPS 30 '+ES FLOOR. INSULATION UNFACED FIBERGLASS R -11 31 YES DECKING Plywood T & G STURDI-FLOOR 5 8" i-Lo f20" O.C. SPAN INDEX 32'N/A DECK HOLD BACK 33 N/A COMPRESS STRIP 34 ITS FLOOR TILE STANDARD 1 8" V.C.T. IN BATH ARMSTRONG #51899 35 N/A ROLL GOODS 36 YES CARPET 20 oz. LOW LEVEL LOOP COLOR= JOI CHARCOAL GRAY 36A YES CARPET INDOOR / OUTDOOR COLOR= CHARCOAL 37 YES SPC'L CV2N'G BLACK EDPM RUBBER 37o YES SPC L ADHESIVE BLACK EDPM RUBBER 38 YES INSTALLATION FLOOR TILE, BY CMB 38a YES INSTALLATION CARPET BY Sub— Contractor 39 YES ADHESIVE ARMSTRONG 40 YES MOULDING_ ALUMINUM OTILE CARPET Joint 40a YES MOULDING ALUMINUM STAIR NOSING 0 EDGE of Outdoor Carpet 41 YES TIE DOWNS FLOOR RAIL TYPE Per Print 42 N/A 43 NA 44 '••' WALLS 45 YES EXT, WALLS HEIGHT = VARIES SEE PRINT 7 — 11 COUNG HEIGHT 461YES (JACKS / CRIP / HDR'S SBCC HEADERS, 2X PER PRINT 47 ':: !EXT.STUDS _ SPF 016, o c 2 x 4 48'YiIS STUD STRAPS 1-1 2 X 12 26ga. PER PRINT 49 YES DADOS STANDARD WRE ONLY 50 YES EXT.PLATES SPF #3 or Better 2 x 4 T P& TT M PRINT 51 N/A BELT RAIL .(SEE 52 N/A DIAG.BRACE 53 YES INT. STUDS SPF #2 0 16' 4 INTERIOR MIS T-11' HIGH 53a N/A MATE UNE STUDS 54 YES INT, PLATES SPF #3 or Btr 2 x 4 SGL TOP, SOL BOTTOM 54o N/A MATE UNE PLATES 55 YES EXT. INSULATION Encapsulated FIBERGLASS R-11 Vapor Barrier to EXTERIOR 56 YES INT. INSULATION UNFACED FIBERGLASS WALLS ONLY 57 N/A SUPPORT POST —BATH 58 YES FALSE WALLS 2 X 6 PLUMBING CHASE 58a YES FALSE WALLS 2 X 4 RETURN AIR CHASE 59 N/A SHIP'G WALL 60 N/A 5/32-PANEUNG 61 N/A 1 4' PANEUNG 62 YES VINYL CV7 D GYPSUM 3 8 X 4 X 8 BERKLEY THISTLE THRU—OUT 63 YES RAW GYPSUM Nom. 3/8' X 4 X 8 GYP IN RETURN AIR CHASE 64 N/A HARD BOARD 65 1d/A COVtNG HOLD BACK 66 YES SPECIAL COVR'NG Nom. 3/8' X 4 X 8 GYP ABOVE CEILING 67 N/A DEADMEN I 68 `^75 SPC L FRAM NC BLOCKING DEAD WOOD FOR ACCESSORIES 70 NA 71 ••• IROOF •'"•'""'" 71a MODULES = 1 ROOF LENGTH = 60,00 WIDTH= 11.666 Nom. 12.00 71b MODULES - ROOF LENGTH - WIDTH- Nom, 71c MODULES = ROOF LENGTH = WDTH= Nom. 71d MODULES = ROOF LENGTH = WIDTH= Nom. 12 YES COUNG HEIGHT 7' - 11' CEILING HEIGHT 73 YES TYPE ROOF SOLID MEMBER RAFTER 74 YES RAFTERS 2 X 8 0 16" o c TAPERED PER PRINT 75 N/A SLEEPERS- 76 N/A TAPERS 77 YES ROOF RAILS SPF 0 or Better 2 x 6 78 YES RAIL EXTENSION PER PRINT FOR END OVERHANG 79 N/A ANGLES 80 N/A HANGERS 81 N/A GIRDER No Span 82 YES GIRDER, SPAN CMB MADE, Struct 1 PLYWOOD PER PRINT ABOVE ENTRY 83 N/A 84 N/A GIRDER EXTENSION 85 N/A COMPRESS STRIP 86 YES SUB CEIL'O .003 PLASTIC DRAPED FOR INSULATION 87 N/A SPRAY TEXT, 88 N/A CEILING PANEL 89 YES T- RID GRID W ANG 890 YES T-GRID,GRID MAIN RUNNER 89b YES T-GRID,GRIO 4' CROSS TEES 89c YES T-GRID,GRID 2' CROSS TEES 90 YES T-GRID,PNLS STANDARD 2 X 4 PANELS FISSURED TILES 91 YES CLN G DUCT.SUPPLY FIBERGLASS PER PRINT 91a YES CLNG DUCT,,SUPPLY FIBERGLASS PER PRINT 92 YES CLN'G DUCT, RETURN OVER WALL JUMPS & WALL GRILLE 93 YES CLN'G DIFF.,SUPPLY 12 X 12 W1 DAMPER. WHITE PER PRINT 94 YES CLN G DIFF„ RETURN 12 X 12 W NO DAMPER, WHITE 95 YES ROOF DECK 7/16' 0 S B BOARD Exposure 1, 24/16 SPAN INDEX 96 YES ROOF FINISH 45 MIL BLACK EDPM RUBBER 960 YES RO F FINISH ADHESIVE RUBBER ROOF TYPE 96" YES ROOF COATIN SEE UNE j169 97 YES ROOF INSUL Encapsulated FIBERGLASS R 19 Vapor Barrier to EXTERIOR 98 N/A Too "' ELECTRICAL'*a'*asset TO NATIONAL ELECTRIC CODE 101 YES SERVICE 120 240 Volt, 1-Phase, 60 Hz. 102 YES SERVICE Entrance 1-1 4" PLASTIC CONDUIT SiUBBED THRU FLOOR 103 YES RONEX WARE 4-2 W1 GROUND MINIMUM 104 N/A EMT CONDUIT 105 YES MAIN PANEL 12 SPACE, 100 AMP W/ 100 AMP MAIN W/ BREAKERS 106 N/A SUB PANEL 107 12 RECEPTACLES 120 VOLT, 15 AMP DUPLEX, IVORY 107a 1 RECEPT,S GFI 120 VOLT, 15 AMP GFI DUPLEX, IVORY 0 COFFEE BAR 108 YES COVER PLATES STD IVORY PLASTIC 109 N/A EXT. / HT.TAPE RECP 110 7 1100 1 R'a10r0 CEII EXrER10R SwTCHES 111 9 COCO LTS 4 TURF 40" LAY -IN FIXTURE RECESSED 112 N/A UGHT FRAMES 113 YES FIXT.LAMPS 48 FLUORESCENT 113a YES FIXT.LAMPS 60 WATT INCANDESCENT 114 N/A JUNCTION BOXES 115 BATH LIGHTS SEE LINE J119 116 N/A EXIT LIGHTS 117 N/A EMERG. LTS 118 1 EXTERIOR Ia STD PORCH UGHT AT REAR 118a 1 EXTERIOR LTS. RECESSED CEILING CAN LIGHT AT RECESSED ENTRY ITS I CEICC FAN 110 CFM ANILINE UGHT/FAN COMBO 120 N/A WALL FAN 121 N/A 2' BB HEATER 122 N/A 4 BB HEATER 123 YES OTHER HEAT HEAT STRIP IN HVAC UNIT 124 1 THERMOSTAT SiD LOW VOLTAGE HEAT COOL 125 YES T—STAT CABLE /1B 5 COPPER 126lYES HVAC CABLE /6-6-8 W/GROUND 127 N/A HVAC DIS C 128 29 YE" 'TwH SWITCH N/4 CIRCUIT BREAKER LOCK 30 N A 1 • M -� 1:32 1 TOILETS SID HANDICAP, TANK TYPE t33 1 TOILET SEA" WHITE OPEN FRONT 134 YES SUPPLY UN—E5— `' C PER PRINT 134u,YES SUPPLY UNES INSULATE HOT WATER LINE UNDER LAV 1,15'YES FIXT. SHUT OFFS ALL FIX"iURES 136 IYE.S WAS L UNES PVC PLASTC PER PRINT STUBBED THRU FLOOR 135c YES WASTE ONES INSULATE WASTE UNE & TRAP UNDER LAV 137 N/A FLOOR U'RANS 138 1 SM.GRAJ BAR STD 1-1 2" X'S 139 '1 LG.GRAB BAR STD f-1 2 X 42 S 140 N/A TOILMODEST 141 N/A URINAL SCRN 147 N/A URINAL 143 1 'N,ALLHNG LAV STD HANDICAP WHITE W/ WRIST BLADE FAUCET 144 N/A VANITY LAV, 145 1 DISPENSERS STD TISSUE HOLDER 146 1 MIRRORS STD 18 X 30 ABOVE LAVATORY 147 N/A MED.CABINE? 148 N/A DRINK FOUNTAIN 149 1 WATER HEATER IN —LINE TYPE 220 VOLT UNDER LAVATORY 150 N/A SHOWERS 151 ",,A SHWR VALVES — 152 1 N SINK 15 x 15 S S BAR SINK W R400W3 WRIST BLADE FAUCET N/A DISPOSAL 154 N/A MOP, SINK 155 "/A. 156 1 N,'8 157'•"SIDING 158 'TES TYPE & SIZE 516 X 4 X 9 HARDIE PANEL 4 X 9 PANELS 159 YES SIDING COLOR PAINTED BY CMB COLOR= DRIFTWOOD 159a N/A FASTENERS COLOR 160 YES MN5B21 FASCIA 5 i6' X 4' X 9' HARDIE PANEL SIERRA, 8' O.C. FASCIA COLOR PAINTED BY CMB CDLOR= BLACK 161 iES 161a YES FASCIA BACKING MISC. SCRAP PLYWOOD / OM PANELS 162 N/A TRUSS CAP / SOFFIT 163 N/A SKIRTING 164 YES END DESIGN SIDES 2 Nom. Projection BOX Fascia, Ends HEIGHT -Nominal 24 164o YES END DESIGN (ENDS 18" Nom. Projection BOX Fascia, Sides HEIGHT -Nominal 24' 165 N/A SIDE WALL SHEATH 166 YES END WALL SHEATH 7 16" 4 X 9 OS8 BOARD FULL COVERAGE PER PRINT 167 YES VAPOR BARRIER 1 8 THERMO—PLY FULL COVERAGE PER PRINT 168 YES DR P / ROOF EDGE STANDARD EXTRUDED TYPE 'J' 0 ENDS OF ROOF 169 YES R F AT STAND Wil MASTIC EDGES ONLY 170 YES GABLE SOFFIT VENTS VENTED ALUMINUM WHITE 171 YES ROOF VENTS STANDARD 172 YES DOTT,START TRIM 5 16' 4" HARDIE PANEL 1731`�ES TOP START, TRIM 5716 X 4 HARDIE PANEL 174 YES CORNERS 5/16' X 4' HARDIE PANEL 175 YES EXT.WD.TRIM 5/16" X 4' HARDIE PANEL 175a YES EXTAD.TPIM 6 HARDIE PANEL 176 YES EXT.DR.TRIM 5 16 x 4 HARDIE PANEL 176a YES EXT.DR.TRIM 5/16' X 4' HARDIE PANEL 177 YES TRIM COLOR COLOR = BLACK 178 YES ROOF J-MLDG STANDARD EXTRUDED TYPE 'J' 0 SIDES OF ROOF 179 N/A TIE DOWNS, Over Root 180 N/A 12v LIGHTS 181 N/A TRANSIT CV'R 182 N/A CONN.MAT'L 183 N/A 184 N A APPROVEDBY AINC. L15PGGRVLCYAOA THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CONET. TYPE M OCCUPANCX B ALLOWABLE 0 1 21 FLOOR,$ "NO S6;L OCITY 110 FIRE RATING OF EXTERI R WALLS O P AN 0. CMB103098-13 ALLOWABLE 185 '"+ TRIM et"•""' 186 YES FULL PARTTONS PER PRINT 187 N/A FURN. PARTITIONS 188 189 YES 1 BATH PARTITIONS INTERIOR DOOR PER PRINT 3/0 X 6/8 HC Pre -Fin Embossed OAK Blank Slab REAR OFFICE 18% YES INT. DOOR FRAME BROWN STEEL JAMBS 18% 1 #189 HOWR. CRIB STD GRADE, PASSAGE LEVER SATIN 26D 189c 1 89 HDWR. WALLMOUNT STICK ON190 1 INTERIOR DOOR Embossed OAK 730R_X,_S6T�Z;,Fin Blank Slob BATH DOOR 190a YES INT. DOOR FRAME WSTEEL J 19M 1 if189-1 HOW. CMB STD GRADE, PRIVACY LEVER SATIN 26D i90c 1 8 - DO T W MOUNT STICK ON 101 1 INT 310 X 1 b0 prjzri (MM"M gAK FrA119h 10 t,t, FRMT QM9 191a YES INT. DOOR FRAMI! BRoA ttk JAM in YES P91 H04'�. CMB 51D MADE; PRIVACY LFf_R SATIN 26D 191c YES /191 HDWR. DOOR STOP WALL MOUNT SUCK ON 191-1 1 INTERIOR DOOR 48 X 6 —8 OAK EMBOSSED M—Fold COLOR= OAK 191-10 YES INT. DOOR FRAME CMB MADE STANDARD 192 YES INT. DOOR FINISH PREFINISHED STD OAK 193 194 N/A 1 DOOR GRILLE WALL MILLS RETURN AIR GRILLE WHITE 30' r. X 16' h. 0 HVAC UNIT 195 YES TRIM PACKAGE DELUXE PAINTED / PREFINIT-0 195a 196 N/A YES TRIM, CE1L'G BEAM TRIM, I.SC. BATTENS THRU-OUT Vnyl Wrap Batts 197 YES TRIN O..G BATTENS THRU—OUT Vn WrapBatts 198 YES TRIM, CEILING WALL WHITE WALL ANGLE 199 2o0 N/A YES TRIN, FLOOR ALL TRIM MYL COVE SEE LINE 200 4' \AmYL COVE BASE THRU—OUT SKY GRAY 201 YES TRIM, INT.DOOR STEEL SNAP —ON OFFICE / BATH 201a YES TRIM, Closet DOOR LARGE CASING PROFILE a 1011 201b NIA TRIM, Side Lite LARGE CASING PROFILE. # 1011 202 YES TRIM, EXT.DOOR LARGE CASING PROFILE # 1011 203 YES TRIM W.NDOW LARGE CASING PROFiL 1011 204 YES WALL P.+NEL JOINTS BATTENS THRU—OUT Vnyt Wrop Botts 205 YES TRIM FI':SH CMB STD PREFlNISHED /PAINTED COLOR = ELITE GREY 205a YES Fir ;A VINYL WRAPPED COLOR= MATCHING Vinyl Gyp 205b YtS (TRIM TRIM FiN1S1i " STEEL DOOR TRIM COLOR= BROWN 206 N/A M TRF+tyFI00R _ 207 N/A MA TRIM, WALLS 2G8 N/A MA 1RiM, CEILING 209 N/A RI, TOP 210 N/A FILE CAB S 211 N/A PENCIL DRW 212 1 BASE CAB'S 36' (SO-36) SINK BASE WHITE 212a 213 N/A YES BASE CAB'S COUNTER TOP CMB STD LP. LAMINATE w T—mold Coffee Bar COLOR= CRAY 214 1 WALL CAB'S 36"w X 30'h (W3630) WALL CAB NET WHITE 215 YES SHELVES WIRE TYPE IN CLOSET 216 217 YES N/A SGLGLOSET DBL.CLGSET PER PRINT 218 N/A PLAN TAB 218o N/4 PLAN TABLE BASE 219 N/A PLAN RACK 220 221 N/A 10 JOINER MLDG WINDOW COVER MINI -BLINDS COLOR= GRAY 222 N/A 223 N'A 224 225 ss' IFINAL YES DECALS PAC —VAN Per PAC —VAN Layout SEE PLANS 226 N '+ IFURNACE 227 1 IAIR COND. WALL140, BARD IWA36 W/ 10 KW HEAT STRIP COLOR = GRAY 228 N 'A AIR COND, SPLIT 229 ':, IAIR COND. Thai—VAl 230 1 FUTERIOR DOOR D-1 3 0 x 6 8 STEEL CLAD DOOR BLANK 230a I cxT. DOOR FRAME PRE —HUNG HOOD JAMB 230b 1 11230 HDWR. CfdB STANDARD KEYED LEVER SET SATIN 26D 230c 1 (230 HDWR. CMB STANDARD DEAD BOLT SATIN 260 230d 1 d230 HDWR. CMB STANDARD KEYED LEVER SET PER BUILDING 230e 1 aT2Q HDWR. CMB STANDARD DEAD BOLT 2301 1HDWR. SAFETY CHAIN- 231 1 EXTERIOR DOOR 6 0 X B 8 ST FRONT BRZ GRN RNT 232 N/A EXTERIOR DOOR 233 YES FXT. DOOR FI INSI71 FI I H 234 9 WINDOW S PHILLPS, 24w X 53h VS, BRZ / GRN TNT W DIVERTERS 234o I WINDOW S PHIWPS, 24w X 53h VS, BRZ / GRIN TNT / SAFETY W/ E 235 N/A. 1234 STORM 236 N/A GUTTERS 237 N/A GUTTER COLOR 238 N/A 239 N A 240 "' SPECIAL •'rrruetr 241 N/A 242 N; A 243 N 244 N/A' 245 N/A 246 N/A 247 N/A 248 N/A 249 YES NAILS / SCREWS / Etc. 250 -- 1RAN51T DIM = 12' - 4' LENGTH= 64' - 6' HEIGHT= 14' - 1' 251 -- JWDTH TRANSIT WEIGHT ESTIMATED 0 11 , 900 252 253 YES « < - - - - - - - - - - - -"YES' INDICATES INCLUDED IN BASE PRICE 254 N/A <<< - - - - - - - .- _ - 'N/A" INDICATES DOES NOT APPLY TO THIS JW 255 --- - - - - -- -- - --END OF 'CIF" - - - - - - -- - --- IVERTERS i COASTAL MODULAR BUILDINGS, INC. ®�® 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 MANUFACTURER PIMUNITM 9Y1 NS WAN M. FINN, Ft 0.- # I DATE BY 281 W001705 1 49 1 3/4/99 MAG GO`fN, IN �46528 �-�.. EANAX:IS:PCARALLEL NG MAY BE MIRRORED ALONG DEALER �� TO THE SIDEWALL. PAC VAT.\ MOBULE OFFICES PVD1260 W/H.C. BATH ALL RIGHTS RESERVED SPECIFICATION JUN 2 D 2000 THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS DATE SCALE 1 QUOTE #SER. NO. FOR THE MANUFACTURE OR SALE OF PRODUCTS 10 23 98 1 4"-1'-0" PVD12608 ease WITHOUT WRITTEN PERMISSION. SIZE CODE TYPE USE DRAWN BY APPROVAL I PAGE 12X56 SBCC VI B MAG CM0103098-1 2 OF 4 n a r O'A:• 44' (TYP) -III- L14 SCALE: 1 /4" =1 '—O" HURRICANE STRAP LOCATION (TYPICAL OF BOTH SIDES) 2'-0", 8'-0. 14'-0", 20'-0", 26'-0", 32'-0", 38'-0", 44'-0', 50'-0", 54'-0" 000 SEE SPECS SHEET(CIF) PART NUMBER FOR DESCRIPTION PAGE 2 OF 4 17VUld SCHEDULE DOOR pF DOOR ROUGH JACKS AND STUDS D00TYPE OPENING EACH SIDE 189 PREFINISHED 37 1/4' X 81" 1-STUD #2 SPFEMBOSSED OAK BROWN STEEL JAMBS 190 PREFINISHED 37 1/4' X 81' 1-STUD #2 SPF EMBOSSED OAK BROWN STEEL JAMBS 191 35801 PREFINISHED EMBOSSED OAK 37 1/4' X 81• 1-STUD N2 SPF BROWN STEEL JAMBS 191-1 4880 BI-FOLD 48 3/4' X B1' 1-STUD 11'2 SPF EMBOSSED OAK 230 3880 0-1 BLANK STEEL/WOOD 38' X 81" 1-JACK #2 SPF 1-STUD p2 SPF 231 7280 STOREFRONT 78 1/4' X 82 1/4• 1—JACK #2 SPF 1—STUD #2 SPF Try 1 IN Li V w INDOW M SIZE yAND®OW DDO TYPF: 7H LAN _ 234 2453 VERTICAL 234A 2453 VERTICAL SAFETY L S CH E D U L E ROUGH OPENING JACKS AND STUDS AFF EACH SIDE R 24 1/2' X 53 3/4' i—JACK #2 SPF 27' 1—STUD #2 SPF R 24 1/2' X 53 3/4• I -JACK #2 SPF 27' I -STUD 12 SPF W� 38'-4 3/4- 1. ALUMINUM HANDICAP THRESHOLDS AT ALL EXTERIOR DOORS. 2. LEVER TYPE HANDLES OR HANDICAP ACCESSIBLE KNOBS AT ALL DOORS. 3. WEATHERSTRIPPING TO BE INSTALLED AT ALL EXTERIOR DOORS. 4. INTERIOR OPENING HEADERS ARE NON—STRUCTURAL 5. ALL WINDOWS WITHIN 24' OF DOORS, AND ALL GLASS DOORS TO BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. a.w.mesA•.w:.:. 20'-6' from end of wall START OF BEAM 22'-6' hom end of owrhmg UNE PLENUM PLOOR. WALLS. A CEILING T— W/ 3/6" NOM. RAW GYP WAIL HUNG BARD 1(fW'A36 3 TON HVAC INSTALLED PER MFG'R. SPEC. W/10 KW HEAT STRIP 1005 CFM O ,5 IWC ESP MATH FRESH AIR INTAKE 240V, 10 #15212 CKT / 1A k 3A µ uj- T RETURN SOFFIT ABOVE WINDOW O 7'-C' A.F.F. A/C AND LIGHT SYMBOLS SCENT TUBE) TROFFER (175.2w MAX.) 12"02" SUPPLY AIR REGISTER 12"02" RETURN AIR REGISTER 8' FLEX DUCT - SUPPLY 10" FLEX DUCT - RETURN " OVERHEAD FIBERGLASS RIGID -DUCT WITH FLEX DUCT DROP TO CE!LING REGISTERS. —L O 2'-0' I IJ-1• II Is* L 4' BACKSPLASH W. �I T 36' J'-0• 2'-0• r CAI TRY SC?.LE: NONE Ee-MAX INSTANT WATER HEATER 1 1/2' T MODEL #EX65 OR AV APPROVED EQUAL H.C. 'I H.C. i LAV CNTR r i LAV 3/4' j I SINK I 1 1/2• I 3/4. I INLET r i i HOT — — — — 1 1 /2• COLD ALL SUPPLY LINES SHALL BE 3/4" AND ALL STUB -UPS SHALL BE 1/2" UNLESS OTHERWISE SPECIFIED. SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VEMFIED PRIOR TO CONSTURCTION. SUPPLY RISER SCALE: NONE THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS INC.AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS `WITHOUT WRITTEN PERMISSION, H.C. LAV 1 I� C. L D.W.V. RISER. SCALE: NONE Gc DUPLEX RECEPTACLE O 16• A.F.F. DUPLEX RECEPTACLE O 42' A.F.F. (UNLESS NOTED) WAOPtEX RECEPTACLE • 16' A.F.F. (UNLESS NOTED) Q# RECPTACLE 220v O 16" A.F.F. CE RECPTACLE 220v O 42" A.F.F (UNLESS NOTED) RECEPTACLE TA SNITCH • 40' A.F.F. S 3-WAY SWITCH 0 48" A.F.F. ►'� ELECTRICAL PANEL BOX 46' TO BOTTOM d 20 J-BOX O 10' AFF. w/ 1/2" CONDUIT THRU FLOOR TELEPHONE JACK O 42' A.F.F. (UNLESS NOTED) TELEPHONE FLOOR I` -BOX r A/C THERMOSTAT O 53" A.F.F. IPUl MD11€D U� btD11(i1 DDT UNti P N 1[D ,t COUNG MOUNTED JUNCTION Box J FLOM MOUNTED JU,CTIOM BOX ❑J P NIREO BAO(ro FIONN TROBE 20 SINQ.E OANO HORN/STROBE (46' BOX: 2X4 SINGLE GANG) 6o- BOX: 4M4 DOUBLE CANO 44 DOUBLE GANG Dp ILLVMN D7 EXIT W RY BACK-UP EMERGENCY LIGHT 64' AFF DO,AUST FAN-100 CFM (UNLESS NOTED) EXHAUST FAN k LIGHT COMBO-100 CFM (UNLESS NOTED) IN U REMSSED INCANDESCENT FIXTURE MA GH 60w MAX. OP ev. NEATH PROOF UGH WFA UGHT pf' C7'V JOG, MAX. ROURESCENT LIGHT FIXTURE -DIFFUSED (57,6w MAX.) FLOURESCENT LIGHT FIXTURE-OIFNSfD (175.2w MAX.) mm FLOURE$G4NT LIGHT FIXRURE-RECESSED (67.6w MAX.) v K AIM RjOIR VENT THRV ROOF OVIP-THE-WALL RETURN AIR JUMP-16'v6' FIBERGLASS DUCT W/12'02" GRXLES R-11 ND SArTmsULARON BETWEEN INTEMOIR WALL STUDS 1-HOUR FIRE RATED WALL DENOTES CROSS CONNECTIONS KVA KVA GENERAL LGHTING .0035 KW " 613 SOFT. ■ 1.75 Z24 12 RECEPI"S O 180 VA / IWO 2.16 1 EEMAX W/H 00.5 6.5 + FANS O .13 KW • 1.25 .23 TiVAC 10.9 OTHER — TOT Z03 TOTAL / 240 X 1000 —91.79 INS AMP 10) ��jAlppj��s1�gp��/_�� }}PAANEE��L�7(1�2pp0/24OV, ELBC MC aT.LiCJJViL: CIRCUIT 0 NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G ell WA A A IP 14-2 CIRCUIT BREAKER LOCK APPROVED BY LISAPPROVAL CY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA! CONST, TYPE VI' OCCUPANCY B ALLOWABLE III QF FLOORS I WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO, CMB103098-13 ALLOWABLE FLOOR LOAD 5 100 APPROVAL DATE_ if " MANUFACTURER COASTAL COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 MANUFACTURER VNQW,W VYi KrVIN M rINN, Pg. REVISIONS 281114k70PWZ l Akf N . A BY MN, IN 46548 I 3/4/99 MAG C4 DEALER PAC VAN MOBILE OFFICES PVD1260 W H.C. BATH FLOOR ELEC. H VAC PLAN JUN 2 0 7000 1DATE SCALE QUOTE # SER. NO. 10 23 98 1 4"=1'-0" PVL')'7COB SIZE CODE TYPE U3E DRAWN BY APPROVAL PAGE 12X56 I SBCC VI MAG CM8103098-1 3 OF 4 131, a 3" OLIN NAILS TEE -NAILED 5 1\2" FROM ROOF RIM MEMBER TO TOP PLATE AT 3" O.C. (FULL PERIMETER) 26 GA. x 1 1/2' STEEL STRAP FROM WALL STUD TO RIM RAIL AT OPENING STUDS AND AT 16" O.C. FIRST AND LAST 4'-0" OF WALL AND 32" REMAINDER w/(5) .131" x 3" GUN NAILS PER STRAP END. (TYP. SIDE AND ENDWALLS) RAW GYPSUM FILLER 8"-0" VINYL COVERED GYPSUM W-8" WALL HEIGHT NOTE: VAPOR BARRIER FOR INSULATION TO BE TO EXTERIOR CMD 26 GA. x 1 1/2" STEEL STRAP FROM WALL STUD TO FLOOR JOIST AT OPENING STUDS AND AT 16" O.C. FIRST AND LAST 4'-0' OF WALL AND 32" REMAINDER w/(5) .131" x 3' GUN NAILS PER STRAP END. (TYP. SIDE AND ENDWALLS) INSTALL (2) 3/8"x3" LAG SCREWS FROM TOP FLANGE OF OUTRIGGER INTO FLOOR, AND/OR RIM JOIST ABOVE (TYP. EACH OUTRIGGER) OUTRIGGER & CROSSMEMBER SPACING O 48' O.C. MAX. ®OVER® 2x4 SPF N3 CONTINUOUS LATERIAL BRACE WA2) 16d NAILS INTO EA. RAFTER LOCATED AT CETERLINE OF EACH MODULE — TIP. 7 1/44 2.19 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION TO BE PROVIDED BY ROOF AND/OR GABLE VENTS. 5 1 \2" ® (LISTED RAFTERS MUST LOCATED DIRECTLY OVER WALL STUDS) i W CNC. ® FF HT. 48' TYPICAL T&G JOINT (TYPICAL) M12x10.8 I -BEAM CROSS SEMON ®= REFERS TO C.I.F. # SEE SPECIFICATION SHEET (PAGE 2) EXTERIOR FINISH: 5/16" FILLER PANEL 2x4 BLOCKING 0 8'-6 7/8" A.F.F. TO CENTER EXTERIOR FINISH: 5/16" HARDI—PANEL (SIERRA) OVER APPROVED VAPOR BARRIER (FULL PERIMETER) w/Bd GALV. 2 1/4" NAILS AT 6" O.C. (EDGES) AND O 12" O.C. (FIELD) EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4' MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP OF TRUSS RIM MEMBER TO 3/4" MINIMUM BELOW TOP OF RIM JOIST NTH ALL SHEATHING EDGES EXTENDING 3/4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING SHALL BE LOCATED ON CLOSE TO EACH CORNER OF BUILDING AS POSSIBLE, AND AT 20'-0" O.C. MAX. BRACING MATERIAL: HARDI-PANEL TO BE USED AS BRACING MATERIAL AND FASTENED AS LISTED ABOVE. ENDWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF TRUSS TOP CHORD TO 3/4' MINIMUM BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME GRADE AS EXTERIOR WALL FRAMING, CONTINUOUS FULL LENGTH OF ENDWALL. BRACING MATERIAL: 7/16" ORIENTED STRAND BOARD (O.S.B.). EXP. 1, 24/16. Bd NAILS OR EQUIVALENT AT 3' O.C. EDGES. 12" O.C. FIELD. FINISH FLOOR START HAR01-PANEL TRIM 5/16" HARDI-PANEL TRIM NOTE: VAPOR BARRIER FOR INSULATION TO BE TO EXTERIOR 1. DETERMINE LENGTH OF PORCH SPAN (NOTED ON FLOOR PLAN) 2. EACH SUPFU2T STUD SHALL BE FASTENED TO RIM JOIST AND BEAM MATERIAL WITH (2)- 1 1/2"x 26GA. STEEL STRAPS 'NTH (10)-.131 x 3" GUN NAILS PER STRAP END. 3. 17 1/4"X 3' PLYWOOD BEAM W/ 1/2" 3 - 2x4 SPF #2 FULL STUDS 2 - 2x4 SPF M2 FULL JACKS 4. 5. TOP EDGE OF PLYWOOD SHALL BE TOE -NAILED INTO ROOF W/ .131 X 3"- NAILS O 3" O.C. 6. STRAP BEAM T0' ROOF WITH 1 1/2" x 12" x 26 GA. STRAPS O EACH TRUSS. 7. MAXIMUM DESIGN LOADS: ROOF UVE LOAD - 20 PSF ROOF DEAD LOAD - 10 PSF WIND LOAD - 110 MPH APKESM ENTRANCE HEADER DETAII. IIV17RIOR F 41M MATERIAL GENERAL CROSS. SECTION NOTES DESICIN CRITERIA FLOORS: ® AND ® 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST SBCC 1997 COMPLY WITH ASTM AM, YIELD STRENGTH - 36 KSI, FLOOR LOAD: 50 PSF (LL); WALLS: ® AND COMPLY WITH AISC, 100 PSF (LL) CORRIDORS 2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME FLOOR LOAD:10 PSF (DL) CEILING: CEO STANDARD 818.2.1. WIND VELOCITY: 110 MPH ROOF: 20 PSF ROOF: 110 PSF (�DL) RIDGE BEAM 2 LAYERS 3/4" x 24" PLYWOOD, RATED SHEATHING, STUCT-1 EXP.-1 48/24. 5 PLY 5 LAYER EACH HALF CONTINUOUS OVER OPEN SPAN AREAS. NOTES: 1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN. 2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM. 3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH, THICKNESS, AND GRADE OF PLYWOOD, NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED. 4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH PSI 83, 5. PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED TO ADJACENT LAYERS IN ACCORDANCE WITH POS SUPPLEMENT #5. WITH AN ADHESIVE COMPLYING WITH ASTM D3024, 02559, OR CA25-4. 6. PLYWOOD MUST NOT BE TREATED WITH A FIRE RETARDANT PROCESS. 7. MOSITURE CONTENT MUST BE LESS THAN 16% S. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. 9. INSTALL (2x4) X 20" SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND 6-16 GA. X 2 1/2" STAPLES. 2X2 SPF p O 16' O.C. FASTEN W/ (2) .131 x 3" NAILS PER END RAF1E�ED R% ARPPERED — CEILING MAT'L— I 2X2 SPF /3 FULL WDTH FASTEN W/ .131 x 3' NAILS O 16' O.C. y. '`•: �� SCALE: N. T.S. 9'-6" A.F.F. qOriOM OF RAFTERS TOP OF WALL ROOF DECKING ROCF COVERING J-RA1L OVER ROOF OOVERINO _ 10'-2" A.F.F. N TOP OFMANSARD -5/16" HARDI-PANEL .um Nil filly tD TQ Rft BEAM 4 NAII PER FASTENER S(:NEDULC ALUMINUM VENTED SOFFIT 2su LL 2X2 SPF #3 O 16O.C. FASTEN W/ (2) .131 x 3" FF&I6EDFEDG£ OF 17 1/2' I NABS PER ENO 3/4" MANSARD PANEL. CLEAR INSIDE MANSARD NOTE: FIRE BLOCKING REQUIRED O 20'-0' O.C. IN MANSARD (ENDWALL) MANSARD DETAM ROOF COVERING 2X4 SPF j2 MANSARD RAIL NAILED To ROOF RAIL W/ (2) 131 x 3' NAILS O 16' O.C. / (TYP TOP A BOTTOM) Q NISH TONISHED TOP OF MANSARD -RNL OVER TOP TRIM /16" HARDI-PANEL TRIM 5/T166- HgARDI-PANEL —gRVN FVLDH cNTATMING —8'-2" A.FF FINISHED L60E OF MANSARD PANEL —5/16' HARDI-PANEL NOTE: FIRE BLOCKING REQUIRED O 20'-0" O.C_ IN MANSARD OVER LWG (SIDFV� SCALE: N.T.S. 17 1/4" x 3" PL r/1 /2" FILLER CD BEAM ROOF COVERING 2X4 SPF f2 MANSARD RAIL NAILED TO ROOF RAIL W/ (z) .131 x 3' MAILS O I6. O.C. (TYP TOP A BOTTOM) --J-RAIL OVER TOP TRIM 3/16" HARDI-PANEL TRIM -5/16" HARDI-PANEL D'I RUNOFFLLLINH HEIGHT ..5'-2" A.F.F. II b FINISHED EDGE OF MANSARD PANEL N �-- ALUMINUM VENTED SOFFIT II q II 1 SCALE: N. T' APPROVED BY b0l to al mill, - - - alm THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CONST, TYPE VI OCCUPANCY B ALLOWABLE 0 1 OF FLOORS IND W, OCITY 110 FIRE RATING OF EXTERIOR WALLS O PLAN NQ CMB103098-13 ALLOWABLE FLOOR VAL DATE 4 7 3"� SECTION FRAIV� DETAL SCALE: NONE BLOCK ROOF EDGES AND CONTINUOUS PANEL EDGES WITH MIN. 2x LUMBER AND FASTEN SHEATHING WITH 10d NAILS FOR A DISTANCE OF 13'-3" FROM EACH END OF ROOF, FASTENING SHALL BE: FULL LENGTH 3/16" FILLET WELDS ONE SIDE OF ALL FLANGES AND WEBS AT ALL OUTRIGGERS AND CROSSMEMBERS. 1-1/2- - 13 GA. OUTRIGGER 1-1/2" r J 9" 13 GA. CROSSMEMBER, (TO, OE LOOATEO OPPOSITE Ou 10GER AS SHOM) 80UNDARY EDGES 2" O.C. STAGGER JOINTS OTHER PANEL EDGES: 4" O.C. II II 48" O.C. FIELD: 6" O.C. LL_ _ _ Lr 2X BLOCKING NOMINAL BLOCKING ENDWALL AT ENDWALL 7/16" RATED SHEATHING (MIN.) TO BE FASTEND TO TRUSSES 'NTH 10d NAILS 4" O.C. EDGES, 6" O.C. FIELD (UNLESS NOTED OTHERWISE) ROOF SHEAniWG DETAM OF SCALE: NONE FINISHED EDGE A.F.F. MANSARD PANEL SIDING EPDM TO LAP UP WALL UNDER SIDING CARPET STOP AT SIDING CARPET OVER EPDM RIM JOIST—V WALL STUDS BOTTOM PLATE PLYWOOD FLOOR 2x6 FLOOR JOIST COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 MANUFACTURER ENb PYI REVISIONS KWN M. FINN, PL' No DATE Y 2611 WOOM M LE 1 3/4/99 MAC; 60%ft. N 46!M THIS BUILDING MAY BE MIRRORED ALONG DEALER ��T �r �y� �} �+�+�/��}� AN AXIS PARALLEL TO THE SIDEWALL PAC VA MOB • E OI'r'iM PVD1260 W/H.C. BATH ALL RIGHTS RESERVED JUN Y 2000 THIS DRAWING IS THE PROPERTY OF COASTAL CROSS SECTION MODULAR BUILDINGS. INC. AND SHALL NOT BE REPRODUCED.., COPIED OR USED AS THE BASIS DATE SCALE QUOTE IIISER. NO, FOR THE MANUFACTURE OR SALE. OF PRODUCTS 10 28 98 NTS A."D12608 WITHOUT WRITTEN PERMISSION. SIZE I CODE TYPE USE DRAWN BY APPROVAL 0 PAGE 12X58 I SBCC V1 8 MAG _ CM8103098-1 4 OF 4 EXTERIOR SIDEWALL 2f MIN. 32' MAX. PERIMETER RAIL NOTE, FIELD CONDITIONS WITH BOTTOM EDGE OF I —BEAM GREATER THAN 34' ABOVE TOP OF FOOTING SHALL REQUIRE FOUNDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL. MAXIMUM WIND SPEED 110 MPH. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 47250 (lb) CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING AND CHAPTER 12 OF THE 1991 SBCCI AND APPENDIX "H" OF THE 1994 do 1997 SBCCI. NOTE; OVERALL WIDTH DIMENSION IS NOMINAL AND IS BASED ON UNIT WIDTH x NUMBER OF UNITS. ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS, MATERIAL TOLERANCES. FAILURE TO REMOVE CLOSE—UP MATERIAL AND/OR OTHER FACTORS THAT ARE BEYOND THE CONTROL OF COASTAL MODULAR BUILDING, IN CHASSIS TIE -DOWN STRAP TO BE INSTALLED AT SAME LOCATIONS AS HURRICANE STRAPS ALONG SIDEWALLS, QR A5 INDICATED QN rOLINDAMN PLAN, SEE FOUNDATION PLAN FOR LAYOUT. FOOTING DEPTH VARIES PER SITE CONDITIONS. BOTTOM OF FOOTING MIN. 12" BELOW It FINISH GRADE AND MUST EXTEND BELOW FROST LINE. SECTION "D-EY FOUNDATION ]PLAN SCALE: 1 /4"=1 -0" SCALE: 3/4"=1'-0" , MOTE' I i--TYP. OUTRIGGER TYP. HURRICANE STRAP TYP. GROUND ANCHOR — #5 REBAR EACH WAY SECTION "E-E" SCALE: 3/4"=1'-0" D ENDWALL PIER TIE —DOWN THE SOLE PURPOSE OF THIS FOUNDATION PLAN IS TO SHOW LOCATIONS OF NECESSARY BLOCKING, FOOTINGS, PIERS AND ANCHORING. ACTUAL FOUNDATION PLAN SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND SITE CONDITIONS. END HEADER 04 i e A ems,"� 7- FOOTING DEPTH VARIES PER SITE CONDITIONS. BOTTOM OF FOOTING MIN. 12" BELOW FINISH GRADE AND MUST EXTEND BELOW FROST LINE. 6"x4' CAP BLOCK 8"x8"06" CONCRETE MASONRY UNITS DOUBLE 24"x24'x4"(DEEP) PAD ALTERNATING DIRECTIONS OR SOLID 24"x24'x10'(DEEP) PAD PERIMETER PIER IN CORNERS C AND ALONG I -BEAMS FDI NO,:,_: PAD MAY BE EITHER (2)24"x24"x4" PAD OR (4)-12'x24"x4' PADS AS SHOWN F XINDA7110N N0qW 1. TIE -DOWN ST9APS TO BE 1-1/4• X .035 GALVANIZED STEEL FEDERAL SPECIFICATION OOS-701-H TYPE-1 FINISH-S 3RADE-1, 11E-DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4.725/ MINIMUM ULTIMATE CAPACITY. GROUND ANCHORS TO HAVE 6.200 LB. MINIMUM ULTIMATE LOAD CAPACITY 2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING. 3. ALL PIERS SHALL BE 6'x6'x16" MASONRY BLOCKS ON 24"x24'00' DEEP CONCRETE FOOTING, EXCEPT Ai OTHERWISE NOTED ON FOUNDATION PLAN. 4. MINIMUM SOIL BEARING CAPACITY IS 3,000 PSF, TO 13E VERIFIED BY BUILDING'S OWNER. 5. IT WALL BE THE BUILDING OWNER'S RESPONSBIUTY TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVES FROM UNDER THE BUILDING, AND THAT THE GROUND IS LEVELED TO WITHIN 5" AND FIRMLY COMPACTED. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY.BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS SPLIM AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 7. ALL MASONRY UNITS SHALL BE LAD IN TYPE 'M' OR 'S" MORTAR. THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS. I" AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT WRITTEN PFrMISSION. LISAIPPRAGZCY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CONST. TYPE VI OCCUPANCY B ALLOWABLE $ 1 OF FLOORS WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS _ _0 PLAN Nq CMB103098-13_ ALLOWABLE FI OOR LOAD 50/199 APPROVAL DATE _ COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 MANUFACTURER �9 �I REVISIONS t�VIN M, FINN, re, ND. NIDATE Y 26II wool7Mm �mr 1 3/4/99 MAG 0MN, IN 46525 DEALER PAC VAN MOBILE OFFICES PVD1260 W/H.C. BATH FOUNDATION PLAN DATE SCALE QUOTE M SER. 110. 10 29 96 1 1 4"s1'-0" PVD1260B S12E CODE TYPE USE 12X56 I secc V1 I B DRAWN BY I APPROVAL # MAG CM810309I JUN 2 0 2000 PAGE la 3A OF 4 mm i 8'-0" TYP. F.T. - - ` - - Fa-- - - - - 4F - - - �-�- F.T. F.T. � - LEE, w w w I l-.. .._. F — . T. — — — -- — — F'f F U I •• FOUNDATION NOTES: 1. TIE -DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION QQS-781-H TYPE-1 FINISH-B GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. GROUND ANCHORS TO HAVE 3,150 LB. MINIMUM WORKING LOAD CAPACITY. 2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING. 3. ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16" CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. 4. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. 5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING, FOOTING AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, ,SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING "iHE SHIMS. 7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK. ij) = FRAME TIES F.T. FASTENED TO GROUND ANCHOR NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITII';145 FRAME TIES ONLY, NO OVER ROOF STRAPS REQUIRED.SEE DETAIL F-FD7 FIRST STRAP FROM END WALLS NOT TO EXCEED 3'-4" FIELD CONDITIONS WITH TIE DOWNS GREATER THAN 34" SHALL REQUIRE F'01'NDATIONS TO BE ENGINEERED BE'r:)ND THIS APPROVAL. MAXIMUM WIND SPEED 110 MPH. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB. CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR APPROVAL AND CHAPTER 16 OF THE 1997 SBCCI. ' STRAP WITH A LISTED STRAP CRIMP RE MANUFACTURED FRAME CLIP FRAME TIE -DOWN STRAP MAY BE INSTALLED TOP OR BOTTOM OFI-BEAM 18" MIN. HEIGHT 34" MAX. HEIGHT TO BOTTOM -- OF FLOOR JOIST 4"x16%16" PAD —OR— (2)-4"x8"x16" PADS �— EXTERIOR SIDEWALL ! Li TIE -DOWN STRAP I e"-8"x16" CAP BLOCK 8"x8%16" CONCRETE MASONRY UNITS NOTE: PAD MAY BE EITHER 4"xi6"xt6" PAD OR (2)-4"x8"x16" PADS AS SHOWN P.T. 2X8 SHIMS 4"X8"X16" CAP BLOCK 8"X8"X16" CMU'S i6" _44"X16"X16" PAD SECTION A -A NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN Pcc— Von JOHN A. BODZIAK ARCHITECT 3637 4TH STREET NORTH SAINT PETERSBURG, FLORIDA 33704 M. D . S . 2730 12TH STREET SOUTH SAINT PEl­ RSBURG, FLORIDA 33705 LISTING AGENCY PHONE 0813-898-6004 DATE SCALE QUOTE # SER. NO, 02/02/99 N.T.S. 9748 N/A FOUNDATION PLAN SIZE CODE TYPE USE DRAWN BY REV. APPROVAL PER PLAN SBCC V I ALL MDS 9748 1 OF 1 30 15 0 30 GRAPHIC SCALE 1'=30' STATEMENT OF OWNERSHIP: THE PROPERTY WILL BE OWNED, OPERATED AND MAINTAINED BY: PRESBYTERLW INVESTORS FUND P.O. BOX 922787 NORCROSS, GA 30010-2187 (404) 320-3311 i 1. FOR LEGAL DESCRIPTION INFORMATION, AND BENCH MARK INFORMATION SEE SURVEY SHEET S-1. 2. SIGNAGE AND TRAFFIC MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. AND ST. LUCIE COUNTY REQUIREMENTS. 3. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARISE 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS. 7. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES DESIGNATED ON PLANS. 8. SEE COVER SHEET FOR LIST OF UTILITY COMPANIES. 9. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECS FOR ACTUAL LOCA7.ON OF ALL UTILITY ENTRANCES, TO INCLUDE; GAS, SANITARY SEWER LATERALS, DOMFSiIC, AND FIRE PROTECTION WATER SERVICE, ELECTRICAL AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLA11ON OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED, AS WELL AS, COORDINATE WITH UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FACILITIES. 10. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME 11. CONTRACTOR SHALL FOLLOW ALL LOCAL. STATE AND FEDERAL REGULATIONS IN DISPOSING OF MATERIALS REMOVED FROM THIS SITE. 12. ALL PAINT USED FOR PARKING STRIPING SHALL BE LATEX BASED PAINT, TWO COATS OF PAINT TO BE USED. 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE FOUR INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 14. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE 15. SITE LIGHTING SHALL BE PROVIDED FOR ALL PARKING AREAS, SIDEWALKS AND COMMON AREAS FOR SAFETY AND SECURITY OF THE SITE 16. ALL LANDSCAPED AREAS ADJACENT TO -PARKING WILL INCLUDE CURBING OR CURB STOPS. LEGEND O STOP SIGN O ONE WAY ONLY SIGN 0 ONE WAY ONLY AND DO NOT ENTER SIGN 0 HANDICAP PARKING SIGN O NO PARKING LOADING ZONE SIGN TRAFFIC FLOW DIRECTION ARROW PROPOSED SANITARY SEWER MANHOLE PROPOSED CATCH BASIN 24' WHITE THERMO. STOP BAR SWSL/4" SINGLE WHITE SOLID LINE/4' WIDE SYSL/4' SINGLE YELLOW SOLID UNE/4' WIDE SBSL/4" SINGLE BLUE SOLID LINE/4''MDE 6' CURB SECTION IMPACTED 'WETLAND LEGAL DESCRIPTION THE NORTH 284.66 FEET OF THE NORTHEAST ONE-QUATER OF THE SOUTHEAST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 20, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE WEST 161.80 FEET AND THE EAST 44.00 FEET THEREOF. CONTAINING 2.97 ACRES, MORE OR LESS. PROPOSED CENTER LINE TABLE LABEL BEARING LENGTH L-1 S89'42'36'E 40.15 L-2 N00'00'00'E 18.06 L-3 S8T42'36'E 70.00 L-4 SOO'00'00'E 17.71 L-5 S8TA2':56'E 94.01 L-6 S87*30'2O'E 48.09 L-7 S22'31'2n 39.12 L-8 S01'5a &O'E 88.65 L-9 N01'53'40"V 143.54 L-10 N88'06'394E 21.90 BUILDING DATA EXISTING BUILDING MAX. LENGTH 112.2' PROPOSED BUILDING MAX. WIOiH 38.9, MAX. LENGTH 244' MAX. HEIGifr <30' MAX. WIDTH 188' FIN!�&!ED FLOOR EL 21.03' MAX. HEIGHT 30' CONSkUCTION FINISHED FLOOR EL 21.0' ROCK & FRAME CONSTRUCTION WOOD FRAME PROPOSED USE. OF L"fSTING BUILDING ONE BEDROOM UNITS = 6 UNITS FIRST FLOOR PLAN 21,491 SO. FF. MAXIMUM BUILDING COVERAGE = 30% SECOND FLOOR PLAN 18,857 SO. FT. TOTAL 40,348 SO. FT. PROPOSED BUILDING COVERAGE = 19.5% ALCOVE UNITS 56 UNITS MAXIMUM BUILDING HEIGTI' = 30' ONE BEDROOM UNITS 4 UNITS PROPOSED BUILDING HEIGHT = 30' TOTAL UNIT COUNT 60 UNITS PARKING DATA REQUIRED SPACES PROVIDED SPACES REGULAR PARKING SPACES 0.25 STALLS/BED ' 66 BEDS = 17 STALLS 27 HANDICAP PARKING SPACES 1 3 TOTAL PARKING SPACES 18 30 Conklin Porter and Holmes ENGINEERS, INC. 0 3565 S.W. CORPORATE PKWY. PALM CITY, FLORIDA 34990 TEL (561) 283-8704 C ,98 FAX (561) 283-4681 �-.vnri➢• rn knn nin �.nio nnf LABEL RADIUS DELTA ARC TANGENT C-1 35.00' 180'0'00' 109.96' 5.72E+17 C-2 113.00' 35'25'51a 69.88' 36.10' C-3 50.00' 39'48'52' 34.74' 18.11' C-4 39.00' 26*54'134 18.31' 9.33' C-5 6.00' 5355'20' 5.65' 3.05' C-6 12.00' 75'40'21' 15.85' 9.32' C-7 33.00' 1738'51' 1 10.16' 5.12' C-8 12.00' 86-40'49' 1 18.15' 11.37 SITE DATA WETLAND DATA SQUARE FEET ACRES PERCENT TOTAL SITE: 129,426 2.97 100.0z FLUCCS CODE #: 411-PINE FLATWOODS E(IS1NG BUILDING 3,680 .090 3.0% 424-MELALEUCA PROPOSED BUILDING: 21,491 0.49 16.5% 640-VEGETATED NON -FOREST WETLANDS DRIVE/PARKING 26,534 0.61 20.5% ON -SITE ACREAGE SIDEWALK 2,592 0.06 2.0% ACRE OFF-SFTE: 0.57nACRE"GREEN' AREA 49,771 1.14 38.5% TOTAL ACRES: 1.07 WETLAND CREATION 16,553 0.38 12.8% WETLAND AREA IMPACTED: 0.5 ACRE DRY DEFENTION 8,741 0.20 6.7% 20' BUILDING SETBACK I -10, P1 Al AS =ABLISHED 3Y 131INK . irAy • NIf;NIENTAL NC -- -- UTILITIES WATER: FORT PIERCE UTILITIES AUTHORITY SEWER: FORT PIERCE UTILITIES AUTHORITY SITE ZONING: INSTITUTIONAL SITE FUTLRE IAND USE. RESIDENTIAL -MEDIUM SURROUNDING PROPERTIES: - EAST: NORTH: ZONING: RS-4 ZONING: RS-4 FUTURE LAND USE: RESIDENTIAL URBAN FUTURE LAND USE; RESIDENTIAL URBAN WEST: SOUTH: ZONING: RS-4 ZONING: RS-4 FUTURE LANE USE RESIDENTIAL URBAN FUTURE LAND USE COMMERCIAL ACTIVITY r NAME - DATE 5 DESIGNED BY: MGC 7 98 4 2 99 DRAWN BY: JLG, GG 7 98 3 1 99 CHECKED BY: PWA 7 98 2 10 9f APPROVED BY: _ W. AQUART 7 98 1 10 9f REGISTRATION NO. _PETER - 34176i I NO. DATE YE J 4 pllr .1 NOT INCLUDED LIMITS OF WETLANDS ON -SIZE ACREAGE ACRE OFF -SITE: TOTAL ACRES: „F ri11- N1' 4 y i"i V _ SED4'x8' IENT SIGN HEIGHT 6'-O� St, Lu49 Cow Soft Mft suvir0=6atal Ban:.^ Septic APPM N FOr rQ 1036'� COnatract�oa 7 This A rovaj 1)09s Tot Apt Fodorl'kanceLoav!Ctvzr: I ¢� �1 'l A A 1nCl/C-a 7C4VI1�Ca`io; %Gm�orGErr S��eS %!^�ilC'r WETLAND MFS SCALE 1" = 30, SHEET NO. SITE we REV. PER OKEEFE ARCH. MGC PER SFWMD MGC DATE: JULY 199$ Ca�At4M '.c "/4 SEC %] ^.:5': R41iE Fcuw rut r �} 4: ir. r-. PETERW. RT,PE. 7 RJDRIDA REGIS ��0 N0 $4176 N PLAN DETENTION AREA MODIFIED MGC JOB NO. P2402 C-� PRESBYTERIAN ALF DRIVEWAY RECONFIGURED MGC FORT PIERCE, FLORIDA REVISiON 1 APPROVED FILE: C2.DWG 10' LANDING RAMP ELEVATION NOTE: ALL WOOD TO BE PRESSURE TREATED SLOPE 12:1 24' 2" X 6" FASTEN TO 4 X 4 W/ 4 #10 X 3" WOOD SCREWS FASTEN 2X6 TO 2 X 4 W/#1OX3" WOOD SCREWS 0 18" O.C. 2" X 4" FASTEN W/ 2 3/8" X 4" LAG BOLTS -1" X 4" FASTEN W/ 2 #8 X 1 3/4" WOOD SCREWS / -- 2" X 4" FASTEN W/ 2 3/8" X 4" LAG BOLTS r2" X 4" W/ DBT DECK TIES FASTEN W/ #10 X 3" WOOD SCREWS 2PER 2X4 2" J I 9 �g� - 2" X 8" FASTEN W/ 2 1/2" X 4" LAG BOLTS 4"X4"06'O.C. LUciE OOUI"'1 ( BUILDIt3G DI IR IVs. FOP Cd — REVIEWED SY DATE PLANS AND PERMIT MUST SE KEPT ON JOB OR NO INSPECTION WILL qE. MADE v FILE COPY' HANDICAP RAMP CROSS SECTION NOTE: ALL WOOD TO BE PRESSURE TREATED JUL l PETER W. AQU P.E. = FLORIDA REGISTRATI NO. 34176 Conklin Porter and Holmes ACTIVITY NAME DATE 5 SCALE: NONE SHEET NO. RAMP DETAIL,. DESIGNED BY: CPH 7 00 4 ENGINEERS, `INC. DRAWN BY: - OG 7 00 3 DATE: JULY 2000 �% 3565 S.W. CORPORATE . PKWY. -2 2.2 �T po PALM CITY, FLORIDA 349so CHECKED BY: PWA 7 00 2 JOB N0. P2402 PRESBYTERIAIV ALF TEL (561) 283-8704 DATE TO FOR APPROVED BY: _PETER W. QUART 1 7 00 1 1 FILE: C2-2.DWG FORT PIERCE:, FLORIDA ©1998 FAX (561) 283-4681 PROJECT CONTROL REGISTRATION NO. 34176 1 INO.I DATF APPROVED E—mail: c hen in ate.net