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HomeMy WebLinkAboutCONSTRUCTION PLAN• • 1� r,3UULI1li�z Z!i L 1vi UfJ1'1.F.11(UJ[ ial C-% -L u -_r i n g nu L A F\1 l llU R E FO y p p DUL E S CONSTRUCTION SHALL NOT COMMENCE ON THIS BUILDING UNTIL ENGINEERING DRAWINGS FOR THE STEEL BAR JOIST, WHICH ARE SEALED BY A FLORIDA REGISTERED ENGINEER, HAVE BEEN FURNISHED TO, REVIEWED, AND APPROVED BY THE PROJECT ARCHITECT. "NOTICE" PLEASE REVIEW PLANS COMPLETELY, ANY COMPONENTS CROSSING MATE LINES WILL BE SITE. INSTALLED BY SET UP CREW. v "-i t� � AND ALL ROM _E� C�I�� ARE SUBJECT TO ANY COMECTl IBC AT SITE INSTALLED ITEMS —1VIIS LIST DOES NOT LIMIT ITEMS OF WORK AND MATERIALS REQUIRED FOR A COMPLETE !NSfALLATION. SUBJECT TO LOCAL JURIS— DICTION AND APPROVAL. 1.COMPLETE FOUNDATION SUPPORT AND TIE7 DOWN SYSTEMS. `. PORTABLEFIRE EXTINGUISHER(S). MIN TYPE "A" RATING OF FIRE EXTINGUISHER TO BE 2A. S. RAMPS, STAIRS, AND GENERAL ACCESS TO BUILDING. a, ELECTRICAL SERVICE HOOK—UP (INCLUDING FEEDERS) TO THE BUILDING. GUTTERS AND DOWNSPOUTS SUBJECT TO LOCAL JUISDICTION (;.THE MAIN ELECTRICAL PAN4L AND FEEDER. 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINES. 3. STRUCTURAL do AESTHETIC INTERCONNECTIONS BETWEEN MODULES g. STORM SHUTTERS INSTALLED Or; SITE BY OTHERS TO MEET 140 MPH AND LARGE MISSLE IMPACT TO LOCAL APPROVAL 10. ALARM SYSTEM WIRING AND FIRE ALARM SYSTEM. SURGE PROTECTORS 1 COVER 2 GENERAL NOTES 3 SCHEDULES 4 FLOOR PLAN,DEM.,PLUMBING 4A 5A 6 6A, 7 8 $ FLOOR PLAN,DEM.,NO BATH HVAC HVAC -NO BATH ELECTRICAL PLAN ELECTRICAL PLAN NO BATH ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS LEEP ❑PTIO ROOF DETAILS [412— WALL DETAILS DETAILS FOUNDATION REVISIONS REV. NO. DATE DESCRIPTION CUSTOMER -SIGN—OFF REV. ATE DESCRIPTION NO. PROJECT HISTORY 12/16/03 Lli Q 0 . I 1 Jy > 0 pip ) �. < L� P 00 SCANNED .� w � BY ST LUCIE COUNT" n Y Qo U Fct J d 0 W I } N J a DCA PLANS REVIEW CRA PROJECT #0307�.43 s. P �kaF+ F'^iAr DRAWN BY: JHa CHECKED BY: wim DATE: SCALE: 1/4"=1'0" -� SERIAL# A/B CODES,FAC13C-2001 SHEET: FBC-2001 FMC-2001 NFPA-101, 2000 FPC-2001 NEC-2002 LABELS HWC 1_2 SHEETS William J. McCann, P.E. Consutting Engineer 1563 Turner Street Cterrwater Ft. 33756 Ftor da P.E. License#50252 ZC O! 11/LD/NG GODS (7HAPrFP 11 ACCE551�/LJTY 5T'ttND. 05/�t0/t/ N l/tili7:/��G G. 7. FLOOR SURFACES SHALL BE STABLE, FIRM. AND SLIP - CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 THE INTERNA',ONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DI' -PLAYED AT ALL ACCESSIBLE REST ROOM BUILDING ENTRANCES RESISTANT. INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN FACILITIES AND AT ACCESSIBLE 1:2 CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL . RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. FLOOR SHALL NAVE SPACES NO GREATER THAN SIGNS INDICATING THE ROUTE TO THE NEAREST GRATINGS IN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS :ACCESSIBLE ENTRANCE. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SHALL NOT EXCEED 0.5 INCH IN HEIGHT. SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE 8. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN MAXIMUM FORCE TO OPEN A DOOR SHALL NOT EXCEED 34 INCHES ABOVE THE FLOOR 8.5 POUNDS FOR EXTERIOR SWINGING DOORS AND 5.0 FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY. POUNDS FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. DRINKING WATER PROVISIONS SHALL BE MADE FOR 9. ACCESSIBLE WATER CLOSETS sHALL BE 17-19 INCHES FROM THE INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. FLOOR TO THE TOP OF THE SPAT. GRAB BARS SHALL BE 36" LONG 5. WHERE STORAGE FACILITIES SUCH AS CABINETS, ARE PROVIDED MINIMUM WHEN LOCATED BEH4I-il) THE WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALOE i� SIDE OF THE WATER CLOSET AND SHALL BE SHELVES, CLOSETS, AND DRAWERS AT LEAST ONE OF EACH `TYPE PROVIDED SHALL MOUNTED 33-36 INCHES FR0� 4 THE FLOOR TO THE CENTERLINE OF THE RAIL. CONTAIN STORAGE SPACE COMPLYING WITH THE 10. ACCESSIBLE URINALS SHALL ,E STALL -TYPE OR WALL HUNG WITH FOLLOWING: DOORS. ETC. TO SUCH SPACES SHALL ELONGATED RIMS AT A MAXIM` "' $ OF 17 INCHES ABOVE THE FLOOR. BE ACCESSIBLE (ie. TOUCH LATCHES, U-SHAPED PULLS): SPACES SHALL. BE WITHIN 15 INCHES ' 11. ACCESSIBLE LAVATORIES SHh ! � BE MOUNTED WITH THE RIM NO MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR HIGHER THAN 34 INCHES AB(,1E THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABt} iE THE FLOOR TO THE BOTTOM OF THE APRON. FOR FORWARD REACH OR 9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE 12. ACCESSIBLE SINKS SHALL BI- MOUNTED WITH THE RIM NO REACH; CLOTHES RODS SHALL BE A MAXIMUM OF HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE 54 INCHES .ABOVE THE FLOOR (48 INCHES OF AT LEAST 27 INCHES HIGII, 30 INCHES WIDE, AND 19 MAXIMUM WHEN DISTANCE FROM WHEELCHAIR INCHES DEEP UNDERNEATH TtiE SINK. THE SINK DEPTH SHALL TO ROD Ex(;EEDS 10 INCHES). BE 6.5 INCHES MAXIMUM. 4. CONTROLS. DISPENSERS, RECEPTACLES, AND OTHER 13. HOT WATER AND DRAIN PIPE %` UNDERNEATH ACCESSIBLE QPERABLI. EQUIPMENT SHALL BE NO HIGHER THAN LAVATORIES AND SINKS SHELL BE INSULATED OR OTHERWISE 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH CONFIGURED TO PROTECT m.,AINST CONTACT. THERE SHALL OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH BE NO SHARP OR ABRAISNE: SURFACES UNDER ACCESSIBLE RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS LAVATORIES AND SINKS. THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF FAUCETS (ie. LEVER OPERATED, PUSH -TYPE, ELECTRONICALLY SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE CONTROLLED.) ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED 15, WHERE MiPR(" FRS ARE PROVIDED IN RESTROOMS). AT LEAST FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, Or�L ,*1 '`tAt_I RE PROVfD1;-D WITH ITS BOTTOM EDGE NO INCHES MOVE THE FLOOR. THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. HIGHEF ir, . I ;, 16. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, ABOVE SHALL BE LOCP°ED WITH A USABLE SHELF NO HIGHER THAN INCLUDING RESTROOMS, AND PLACED 80 INCHES THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER 44 INCHES A3' vT THE FLOOR. 17. GRAB BARS 1k, -'juIRED FOR ACCESSIBILITY SHALL BE 1.25 IS LOWER. INCHES TO 1.w'' INCHES IN DIAMETER WITH 1.5 INCHES CLEAR 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE SPACE BE'WLEN THE BAf' AND THE WALL. HARDWARE (fe. LEVER OPERATED. PUSH -TYPE. U-SHAPED) 18, TOILET STALL., D('CRS SH.,WL BE SELF CLOSING TYPE. MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 19. A TOWEL DIS 1SER SHALL BE LOCATED ADJACENT TO ALL ACCESSII ` Z LAVATORIES. SYMBOLS RECESSED FIRE DAMPER FLUORESCENT FIXTURE W, (2) 34 WATT BULBS DUPLEX RECEPTACLE 120 V. I-----T FLUORESCENT FIXTURE J-BOX FOR SITE yL W/ (2) 34 WATT BULBS INSTALLED TELEPHONE 7 120Y� 10 RECEPTACLE ® l FLOOR MOUNTED J-80X FLUORESCENT FIXTURE RECESSED FOR SITE INST. TELEPHONE SINGLE RECEPTACLE 240 V. W/ (4) 34 WATT BULBS 17 J-BOX FOR SITE F FLOOR MOUNTED RECEPTACLE L ORESCENT FIXTURE INSTALLED COMPUTER 120Y t11 W% (4) 34 WATT BULBS OUTLET FLUORESSNITCH W/ EMERGENCY BALLAST �- / B �K FLOW PREVENTER $PT SWTC?i W/ PROGRAMMABLE 71MER ELECTRICAL PANEL JUNCTION BOX 3 120/240Y SGL PH. © CEILING BOX 3-WAY SWITCH ($ EXIT SIGN �i FIRE PULL STATION EXIT SIGN W L�r JJ WITH STROBE z(R.A,0) AIR GRiLI BATTERY BACK-UP FIRE PULL STATION zSUPKY AIR DIFFUSER LOW PRESSURE SODIUM WITH HORN/STROBE SODIUM (S.A.G,) LIGHT ® FIRE PULL STATION GRILLE (THRU WALL) EMERGENCY LIGHT W/ S SMOKE DETECTOR (D BATTERY BACK-UP PORCH LIGHT W/PHOTO CELL FLOOD UGHT do (1) 40 WATT BULB PROGRAMMABLE W/ (2)60 WATT BULBS D!ERMOSTAT t PORCH LIGHT W/(1) 40 CLOCK RECEPTACLE WATT BULB PHOTO O DUCT REDUCER 120V1 CELL Q VENTFAN/110 CFM UNLESS NOTED -�SSED (CAN) FIXT. RECESSED (EYEBALL.) FIXT. ® COMB. VENT FAN dt LIGHT F'W/ L�JI(1} INCANDESCENT 40 WATT O W/(1) INCANDESCENT 40 WATT (1) 40 WATT BULB E'�LB BULB INCANDESCENT LIGHT W/ -0- (1) 40 WATT BULB PLUMB TAG NO"FES: 2001 F.P.C. 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WHEN NO-1 SHOWN ON FLOOR PLAN. 2. THE USE IF THIS BUILDING WITHOUT PLUMBING FACILITIES (ALL OR PARTIAL) IS SUBJECT "rtO THE LOCAL SCHOOL BOARD APPROVAL ELECTRICAL NOTES: 2002 N.E.0 1, ALL CIRCU TS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGH-7 FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE - MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HA A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL H VE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY NEC 410-8(A). 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH -CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DIS- CONNECTS ADJACENT To THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED 'OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING WRNS WHERE OTHER DISCONNECTING MEANS IS ALS PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM 11-iE INTERRUPTING RATING OF THE MAIN BREAKEit MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEi TION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS. SITE INSTALLED AND %UBJECT TO LOCAL JURISDICTION APPROVAL. 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE'S) SHALL BE SITE CONNECTED WITHIN APPROVED ACCESSIBLE JUNCTION BOXES. OR CABLE CONNECTION. 8. OUTSIDE AND INSIDE WET AND DRY BULB DESIGN MUST COMPLY WITH WEATHER CONDITIONS - - GENERA! N`410TES 2001 F.B.C. I. ACCESS TO BUILDING FG< u'ERSONL; IN WHEELCHAIRS ARE DESIGNED BY OTHERS AND SUBJECT TO, LOCAL JURISDICTION . THE PRIMARY ENTRANCE AND REQUIRED EXITS MUST BE ACCESSIBLE. L ALL DOORS SHALL BE OPERABLE sFROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUAL OPERATED FLUSH BOLTS OR SURFACE BOLTS -SHALL NOT, BE ' wD. WITH THE EXCEPTION OF THE MAIN E TERIOR EXIT. A KEY LOCKING V17v;0c MAT 91L U ED FROM THE EGRESS SIDE ON THE MAIN EXTERIOR EXIT DOORS ON GROUP q OCCUPAW, *.' S;jBJECT TO THE FOLLOWING: A. THERE IS A f EALi :;Y VISIT>I. Slz_ t ON OR ADJACENT TO THE DOOR STATING: THIS EXIT TO REMAIN UNLOCKED Mh"14 HIS BUILDING IS OCCUPIED. THE SIGN SHAIL BE IN LETTERS NO LESS THAN 1" HIGH CA A CONTRASTING BACKGROUND. B. THE LOCKING DEVICE MUST LIE OF A TYP THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. C. THE MAI14 EXTERIOR 000k IS A SINGLE DOOR OR ONE PAIR OF DOORS. D. WHEN UNLOCKED, 1111: nOOR OR BOTH LEAVES OF 'THE PAIR MUST BE FREE. THE USE: OF THE KI Y LOCKING DEVICE MAY BE REVOKED BY THE BUILDIN OFFICIAL FOR DUE CAUSE 5. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LE 3S THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL HAVE SAFETY, TEMPERED, OR ACRYLI(. PLASTIC SHEET. I. MINIMUM CORRIDOR WIDTH IS 72" -n/a 3. MINIMUM INTERIOR FINIH IS CLASS B (GYPSUM), i. PORTABLE 19RE EXTINGUISHER PER N.F.P.A.-10, INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION. ]. STATE LABELS & C%A`IA PLATE ARE LOCATED INSIDE ELECTRICAL PANEL BOX COVER 3. MAXIMUM WIND SPEED - 140 MPH B. SEISMIC PE:RFORMANCI CATEGORY - N/A 0. OCCUPANCY IS EDUCATION- 11. FLOOR DE'>IGN LIVE LOAD - 40 PSF 12. OCCUPAN LOAD IS RASED UPON 1 PERSON PER 20 SQUARE FEET OF FLO R AREA. COP` William J. McCann, P.E. Consulting Engineer 1563Turner Street Clearwater Ft. 33756 CODESI FA BC-2001 FB -2001 FMC-2001 NF A-101, 2000 FPC-2001 NE -2002 LABELS+ H C PROJECT HISTOR' .12/06/03 07/07/04 co a o Q <,F- cn w w cn cn z w � U wCn Cd �0 't W � LLJ V) < Q 0 � U o o� z_ m act OO ll7 L_ N I x DRAWN BY: jH-D CHECKED BY: WJM I n ATE-. �1 1 SCALE: 1 14"=1'0" 1 SERIAL# A/B SHEET 2 I OF 1 -' JUN 2 8 2005 DESIGN DATA 200FLQ1 FLORIDA BUILDING CODE W/2003 REV. 2001 FLORIDA PLUMB.. CODE 2001 FLORIDA GAS CODE 2001 FLORIDA MECH. CODE 2002 NATIONAL ELECTRIC CODE NFPA 101 (2000) FACBC (LATEST EDITION)-2001 FBC CHAPTER 11 FLORIDA ENERGY (LATEST EDITION) EFFICIENCY CODE 2001 FBC CHAPTER 13 - CONSTRUCTION TYPE IL —UNPROTECTED - OCCUPANCY: EDUCATION - OCCUPANT LOAD IS BASED UPON 1 PERSON PER 20 SQUARE FEET OF FLOOR AREA - FLOOR LL = 40 psf. - ROOF: LL-- 20 psf DL- 4 psf. TOP CHORD 6 psf. BOTTOM CHORD. - VfIND SPEED: 140 mph. 2 Y s TOILET ELEV. A DOOR SCHEDULE DOOR SYMBOL ®� DOOR & SIZE WDTH 36" 36 30" HDRW. NOTES HEIGHT ao so so INTERIOR DR. ` STYLE .-..�.-nnn n , 1 lflERIOR N V con ODRE SOLID DOOR 000111 EXiF7!lDlt DOOR TO bE A�2 g� STORM SHUTTERS INSTALLED ON SITE BY OTHERS TO MEET J40 MPH.AND LARGE MISSILE IMPACT S M-ECT TO LOCAL APPROVAL O STORM SHUTTERS NOT REQUIRED OLESSU�7 LHOCAILES SUCTO ® APPROVAL- FL 2178 C> ® - WINDOW SCHEDULE WINDOW SYMBOL ITEM SIZE WIDTH 46 DESCRIPTION HEIGHT 53 _----- STYLE TEMPERED GL EMERGENCY -_- ,.,.,,, 1^1 s OTAL OF 5 STORM SHLJTiiAS MSTALLED ON SITE BY OTHERS TO MEET 140 MPH.AND LARD MI'wSLE IMPACT SUBJECT TO LOCAL APPROVAL STORM SHUTTERS HOT REQUIRED IF N1HD ZONE IS 12OWPH OR LESY. SUBJECT TO LOCAL APPROV& El FL993 O GLASS 58 PSF Lh , © L0AMRy H/►: WATER CLOSET 0 42GRAB BAR Q 3# GRAB BAR a WLET PAPER HOLDER © MIRROR D TOILET ELEV. H.T.S.(:- FLORIDA STRUCTURAL LOAD LIMITATIONS: (FBC 1606.1.7 FLOOR LIVE LOAD: 4,0 PSF I;OOF LIVE LOAD: :20 PSF. ROOF SNOW LOAD: NoT APPL.ICABU.. WIND LOAD: 1. WIND SPEED. 140 MPH 2.WIND IMPORTANCE FACTOR. iw - 1.15 BUILDING CATEGORY= II (ASCE 7-98) 3, WIND EXPOSURE CATEGORY. 8 4. ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT. +/- 0.18 5. ROOF COMPONENT at CLADDING L oAD ROOF (50 SF ) FOR ROOF ANGLE= 0 TO 10 DEGREES Pr - ZONE 1= -38.2 PSF ZONE 2- -511 PSF ZONE 3- -61.5 PSF WALL COMPONENT it CLADDING LOAD (WINDOWS/DOORS)(10SF) Pw = ZONE 4- -4:5.9 PSF ZONE 5- -54.3 PSF b. THIS BUILDING IS GNED FOR PLACEMENT ON THE UPPER HALF OF OA HILL I OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. 7.SEISMIC LOAD: NOT APPICABLE, 8. FLOOD LOAD: THIS BUILDING UILDING I NOT DESIGNED TO BE LOCATED IN FLOOD m w W Z#-, J J O Q Q cy ry I cn w v Q J � U W cn co V) U 1--a CLS cd OO4-4 U) N L_` �r CONI RACTOTH CO Willi im J. McCann, P.E. DRAWN BY: JHD Co suiting Engineer CHECKED BY: WJM 15E 3 Turner Street DATE: Cie Lrwater Ft. 33756 SCALE: SERIAL# A/B CODESI FACEC-2001 FMC-2001 SHEET BC-2001 FPA-101, 2000 FPC-2001 EC-2002 LABELSHWC pF I SHEETS Juw z s 7009 0 ■ 4' ABINET AND SINK OPTIONAL WATER SUPPLY. BE CONTROLIM) _ RF.qTl;z FLOOR PLAN SCALE: 1/4"= 1x-0" WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI,AN APPROVED WATER PRESSURE REDUCING VALVE CONFORMING TO ASSE 1003 WITH STRAINER SHALL BE INSTALLED. F.B.C. PLUMBING 604.8 NEW POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS DISINFECTED PRIOR TO UTILIZATION. F.B.C. PLUMBING 610. LAV to sewage BAR SINK WC BY SMM FIN FLOOR ON SITE FC — — — FC _ BY OTHERS NOTE, ALL WATER LINES ARE 314 Inch UNLESS NOTED W/ ALL STUB UPS 1/20 3/4" WATER INLET WATER RISER DIAGRAM SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46-60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO INSTALLATION. NOTE: 1. LINES ARE STUBBED DOWN THRU FLOOR. FC= FIELD CONNECTION CONNECTIONS BELOW MODULAR ANO �'th' == SHUT OFF VALVE MATELINES TO BE SUPPLIED AND INSTALLED COLD CO►T. C BY OTHERS. 2. SUPPLY PIPING TO BE CPVC 3. P.V.C. WASTE PIPING NOTE: ALL WINDOW AND DOOR HEADER HEIGHT SHALL BE THE SAME, 80" AFF MU4M ON __ ..,.ram_ ��r-�rr�:.:!'.��r-r_.. .__�..•�.-r.... _. ..._ �" '_. s=--�-=:_=:_—_._ ._..._ _.__._.. ..... . ....». �. •� _ _ .. t.....-......-•--x-.-..c:.- ....-x.ex.. _,urxss�:_s s-•rxrs--:r_rs�a= V4 imR 7005 JUN 2.9 20-05 f# i# i# ` 1050 CFM RETURN--- M FARR 30-30 BATHROOM FAN SCHEDULE MANUF. CFM DUCT NOTES GROAN 110 VENT TO OUTSIDE VIA 4" FLEX DUCT Q.A. TABLE-(ASHREA 62-1999) 1) 30 STUDENTS 0 15 CFM = 450 CFM 2) PROVIDE CONSTANT VENTILATION DURING OCCUPIED TIMES i 233 CFM 233 CFM (TYP.)-S ' HITCH -END UNIT SCHEDULE MANF. MANF. f CFM O.A. CFM AIR COND. SPEC'S A WA4220-AlORX4XX 3.5 TON WALL MOUNTWITH WERV BARD A422D-A10RX4XX 1400 3ESPI 450 X 5 KV HEAT STRIP, 1400 C.F.M. . 6.3 IWC ESP. 24OV, 1-0; UNIT NOTES: #1 PROVIDE AUTO CHANGEOVER 7 DAY PROVIDED MATH FRESH AIR INTAKE PROGRAMABLE T-STAT W/ VENTILATI N CONTACTS. 35 AMP (2P) SEI 6-2 W/#10 GN,�'i. VENTILATION NOT TO BE RUN DURING UNOCCUPIED TYPICAL (1) TIMES. T-STAT MUST HAVE PRE CON ITIONING FEATURE. BASIS OF DESIGN ROBERT SHAW M#3 -229. PROVIDE HUMIDISTAT TO ENERGIZE HOT -GAS RE -HEAT COIL IN A/C FOR DE HUMIDIFICATION. LOCKING COVER FOR CONTROLS REQUIRED. #2 UNIT PROVIDED WITH ENERGY RECOVERY VENTILATOR VENTILATOR TO PROVIDE 450 CFM OF FRESH AIR DURING UNOCCUPIED TIMES #3 HOT GAS REHEAT PROVIDED IN UNIT FOR HUMIDITY CONTROL DURING OFF-PEAK & HIGH HUMIDITY TIMES OF VENTILATION. `\ Li ��-- Q U O a_ rr" ry U) LLJ (n LLJ V) 3 copy, CONTRACI ems#• W� �-1 Q iI1 tr <L O m Z MECHANICAL NOTES: aco m 1. ALL MECHANICAL CONSTRUCTION, MATERIALS AND INSTALLATION MUST BE IN ACCORDANCE WITH THE 1 FLORIDA O r� N MECHANICAL CODE (FMC) AND THE STATE REQUIREMENTS FOR EDUCATIONAL FACIUTIES-1999 SREF. V1 ur-r 22. H.V.A.C. EQUIPMENT SMALL BE U.L. LISTED. CONDENSATION PIPE FROM HVAC UNIT TO GRADE SHALL Of SITE INSTALLED. TIME SWITCH, PROGRAMMABLE TIME CLOCK, OR EQUAL SHALL BE INSTALLED ON HVAC FOR ENERGY C04SERVATION. mom HVAC UNIT SHALL HAVE A MINIMUM SEER RATING OF 9.7 (SGL PACKAGE). 3.INTERIOP. DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR RETURN AIR 4. HVAC UfiVITS SHALL HAVE FRESH AIR INTAKE CAPABLE OF PROVIDING 15 CFM OF OUTSIDE AIR PER OCCUPANT. INSTALLED IN ACCORDANCE WITH NFPA 909. I 3. RESTROOM VENT FANS SHALL BE CONNECTED TO THE ROOM LIGHT FIXTURE SWITCH AND SHALL CONTt 4UE TO OPERATE BY A BUILT IN AUTOMATIC TIMER FOR MINIMUM OF FIVE MINUTES AFTER LIGHT HAS BEEN TURNED 6. HVAC UNIT BLOWERS SHALL OPERATE CONTINUOUSLY DURING HOURS OF OCCUPANCY. 7. INSULATED bUCTS FOR CONDITIONED AIR SHALL HAVE A VAPOR BARRIER ON THE WARM SIDE OF THE DUCT. $. HVAC EQUIPMENT HAS BEEN DESIGNED FOR MAXIMUM OCCUPANT LOAD. OF 20 PERSONS. -- DRAWN BY: JHD willia m J. Mccma, P.B. I- H EC K ED BY: wJM Co ulting Engineer DATE: 156 Turner street SCALE; 1 /4/4'l'0" Cte water Ft. 33756 r Florld E..License#SQ252 SERIAL# A/B CODES, FACB 2001 SHEET: FBC-2 01 FMC-2001 NFPA-1 1, 2000 FPC-2001 5, NEC-2 2 LABLESI HWC AEETS i Jl7N 2 6 2005 mu.mm GnUMIUM, "Milt MOUSING 2- 52" L.J c.GV IRIt,rt. rr+wGG 125 AMP PANEL 1 .0' ,' FOR INTERC M Ec I' e 2 120/240V 2 LAMP, 2'X4' FLANGED STATIC TROFFER FP-232A-12OV-LE3-U 3/4" PVC S B 232 FANLIGHT COMBO. , BETWEEN do-- --� 11�VTR M I UP 2 - - - _ 3 /-i DISCONNECT SWITCH TYPE 1C. t5 AMP ClRcvrr a FOR HVAC 40WATT BULB. \ - 1 D BARD SPECIAL NOTE 232 23 _ r AIR COND. SPEC'S STIR E z 3.5 TON WALL MOUNT WITH WI RV J-BOX C.(T "'�- 1.3 5 KW HEAT STRIP . 1400 C.F.m. NDUIT SHALL BE STUBBED UP AND DOWN THRU Ct (LiNG ` �. 7 0.3 IWC ESP. STRIP, 1 V, LIN14 FLOOR I(,hL PANEL TO BE STUBBED THRU 2 ` t..; PROVIDED WITH FRESH AIR INTAKE �--- _ '� 2 WIRE: #SE 6-2 W/ #8 GND (35 AMP (2P)) 0-11 J-BOXE` FOR ALARM SYSTEM SHALL STUBBED - - - - - - PROVIDE GFC! BREAKER TO UP AND !`TOWN THRU FLOOR DATA„ INTERCOM AND FIRE J-BOXS MUST CONTAIN WIRING AND COMPUTER 4 4 4 ALARM CIRCUTS. BY OTHERS TECHNOLOGY SUITABLE FOR THE PROGRAM 232 232 232 84"AFF t vv/PROOF CO PROVIDE 2-1" CONDUITS TO BE HOUSED LIGHT 0 STUBED BELOW FLOOR AND ABOVE CEILING 18 4X . , 232 1 \23? 232 CUSTOMER TO PROVIDE SURGE PROTECTION 1U.^ sir `�4 ON DATA, INTERCOM AND FIRE ALARM HITCH -EN PrefectAn I'ro}eofe ...,..,.. CIRCUITS ��.., i. 1 BUILDINGS WITHIN 60 FEET OF EACH OTHER 4 4 SHALL HAVE A COMMON FIRE ALARM SYSTEM 60 - - _ - �� - SIR" ati -wed A�,v.,4.",.�1 t."n«,. ur 000"fom LIGHTING AND POWER PANELS SHALL BE PROVIDED c 11 A sn+oe2 ux o7s0 ►1clAurx is2 A MINIMUM OF 20 PERCENT SPARE BREAKERS AND 6 �- -- _ . --�� 4X 6 l� A MINIMUM OF 10 PERCENT SPARE CAPACITY IN ALL MAIN PANELS ------ - '"' ALL FACIL111ES IN HIGH LIGHTING RISK AREAS SHALL BE i EVALUATED USING THE RICK ASSESSMENT GUIDE IN NFPA E L E C -1 R I C A L. P L A I _ 780 AND OTHER STANDARDS WHICH ADDRESS LIGHTING '; � INTERCOM do \ - PRO1ECTION AND SHALL BE PROTECTED ACCORDINGLY SPEAKER W/ WP 'PHOTO CELL e.e.I Qe1ah*' WIN An M"1 HM' Aroma^ W-Aft f ►t+ DswrWw F.B.C. 2 .17.7 3/4" PVC STUB 1 -. BETWEEN 3t UP ICOL(-MMcybn 1Nn+r*+ene4 P. so." "A 0.0 3.03 9.61 1 IIMM MAL PUMt or CAM At 2.•tt A" WP,lPNOTO CELL 3/4"CONDUIT TUBBED UP ABOVE CEILING STROBE -HORN 1 1 2 X4 J-BOX /' GF1 7 44"Af'F 2X4 J-BOX J `- 4) 4 (TYF' of 3) FROM APPROVED POWER SOURCE 11.1 2 is i3.7 33.s 41.0 io.1 33.0 '7 a 29.2 35.7 41. 3aa 28.8 HORN s R PULL _ 232 232 ! _ 15.1 22.9 i34.d '48.0 L.8 0 44,1 `16 3 41.5 �50 a Sd. 1 38.9 SITE INSTALLED METER (WHEN RE S'iTE INSTALLED 2 -- #1 THWN CU CONDUCTORS AND 1 #6 THWN CONDUCTOR IN 2„ (IN) RGS CONDUIT ALL WIRING ABOVE T-GRID TO BE IN m4.C. CABLE COMPUTER LIGHTING ANALYSIS- LPCC= CLP X PAF CLASSP'70M AREA (PAF) X UPD 2.0 1486 pAF :L LIGHTS W/ 2- BULBS AT 3L WATTS= 896_LPCC TOTAL LPCC MUST BE LESS THAN TOTAL PAF ELECTRICAL SCHEDULE CIRCUR NOMENCLATURE BREAKER (AMPS) WIRE (CU) 1.3 HVAC 35 (2P) 6-2 as W/GND. 2,4 LIGHTS 20A 12-2 MC SPARE OUTLETS 20A(1P) 12-2 MC 6 OUTLETS 20A 12-2 MC 7 OUTLETS 20A 12-2 MC . SPARE OUTLETS 20A(1 P) 12-2 MC _ CIRCUIT DESCRIPTION GENERAL UGHTING 0035 KW/SF x 840 _lQ_._ RECEPTS AT 18C HVAC �.._ FAN m .3 x 1.2 Q WATERHEATER e TOTAL 11.16 K V A TOTAL/240 x 1000 . _ INSTALL 12 rJ Amp 120/240, V 1-� NOTE: 10 kW WAf 5W TO M WAlM, HOV" OWY 9 kW 15TOMM. FU10kWAVM.VLFFOR I=L6ENIfKAtM A5 P10MV t YIW I'LGRIVADVWCOi1, Leis A l Left"$ " smnww y P ofalf All h�.j"f 3Mlb toed x 1 2 O.MM 111 12 A 21.7 44.a • f0 e 1! A 291 44.0 • 00 14 A 37.1 44.0 a 00 0 t0 A 41.7 44.11 • 90 0 to A 3S.o 4Ra 0 t0 0 17 A rL7 4a.11 a so 0 to A 21.4 6" a 00 0 to A 23.4 8e.3 • 90 o 2e A 31.0 ".s o 00 0 21 A S3.0 ss.3 a 00 0 t2 A "A s" • I.0 0 PROJECT HISTORY 12/06/03 05/'12/04 Lli In �. __j -72 _ < 0 _j U_ 0 `� CL ry Q < I U :�i LW 20.3 32.3 .1 60.7 65.ltyj ctd$ 30.7 0.1 86.2 '$4.6 67, E�$ 43.0 0 232 �24-4 39.7 37.9 6 2 63.2 �Ss.7 51.'J 67,Q 89.1 7 k9 57.7 31.9 N49.97. 23.6 Z 1CX?.. t,3 [24.7 39.4 es$ 3 '152.0 1.4 ^ g,4 62.6 iSt.7 .7 0. "'> ' r� [Y_ MH=8 -� 0 o 22.3 33.9 47.6 57.4 60.0 57.7 3T.1 a2.6 69.7 9.1 62.7 5II.2 60.$) 64.6 59.9 43 2E.7 Q 4 4 Cz w O 20.9 31.4 43.6 60.2 71.7 332 0 2 �T2 9 79.4 7 32 0.8 '57.9 70.3 6 232 s3.6 *37. 23. ! r' V- R IJ 3 34.7 1.4 '67.4 9. M F _.g 1.0 32.s 6.°�A, y� 9.3 '76.1 M 83a1 45.4 '29 18119 "" .}.,i Z M = t5 m q 232 0 O 24.3 39.3 s8.0 7 1 74 a 77.7 61,7 6 232 .6 �1d.2 79.6 7 6 65.1 Oa 34s i 14 4 rQ� O W A A A HITCH -END v 1 t�-1 N J 23.4 37,T 34.iM 61.5 1.1 63.b 69.3M a9 !!4 64.a e4 3 67.sM 63.1t 50.3 36.1 24.1 16 11.4 ., l = t5 L� 6 C" 18.6 126.7 9c3 6 63.5 43.3 "A.6 4E.4 *49.9 45.6 43.4 4X 6.96 ".0 4 { "Its 119.0 ELECTRICAL LIGHT{ ING ANALYSIS 2 WP/PHOTO L Willian i J. McCann, P.E. DRAWN BY: JD SITE INSTALL #6 CU GROUND IN 1 1/2" _ t Cons tting Engineer CHECKED BY: wJM CONDUIT TO TWO 5/8" MIN RODS. - ` . C� 1563 turner Street 10 FT. IN LENGTH SPACED A MINUMUM Clearwater. Ft. 33756 DATE: _. OF 6' (FT) APART, INSTALL PER NEC # 50252 SCALE:_..__ 1/4 `�'fo R 250-52 (3) AND 250-64. ELECTRICAL RISER �'IAGRAM ASERIAL# A/B WP/PHOTO CELL CODES= FA BC-2001 SHEET: FB -2001 FMC-2001 n2 NF A-101, 2000 FPC-2001 6 NE -2002 LABELS, H WC -� QF HEETS JUN N � 2Q05 V LIGHTING DES'L., PTION C SYSTEM WIRING EMERGENty UpiT: CLOCK RECEPT 78"AFF LOWGE TELEPHONE Dv LAMP: 2-4 (3.6W T-5) UTER WIRING BY SCHOOL BOARD 277v/t20v WP/PHOTO CELL O LOCAL JURISDICTION. EXITLIGHT, / POLYCARBONATE LED EXIT. SELF —POWERED. 120/277 VAC / SINGLE OR DOUBLE FACE W/ CANOPY. RED LETTERS NICKEL CADMIUM, WHITE HOUSING 7 " d A �A 2 LAMP. 2'X4' FLANGED STATIC TROFFER FP-232A-12OV-LE3-U FAN LIGHT COMBO_ TYPE 1C. 15 AMP CIRCUIT 40WATT BULB. SPECIAL NOTE J-BOX CONDUIT SHALL BE STUBBED UP AND DOWN THRU C-EILLING ELECTRICAL PANEL TO BE STUBBED THRU FLOOR J-BOXUS FOR ALARM SYSTEM SHALL STUBBED UP ANo DOWN THRU FLOOR J—BOX:, MUST CONTAIN WIRING AND COMPUTER TECHNc1LOGY SUITABLE FOR THE PROGRAM TO BE HOUSED FOR 'INTERC M & 3/4" PVC S B N 232 1 BETWEEN do I UP 1 2 - - 232 \21�2 1. 232 T_ I 232 132 i 232 232 2 232 232 84"AFF LIGHT" 232 CUSTOMER TO PROVIDE SURGE PROTECTION \ ON DATA, INTERCOM AND FIRE ALARM ? CIRCUITS BUILDINGS WITHIN 60 FEET OF EACH OTHER _ 4 4 SHALL HAVE A COMMON FIRE ALARM SYSTEM - LIGHTING AND POWER PANELS SHALL BE PROVIDED A MINIMUM OF 20 PERCENT SPARE BREAKERS AND-_, 4X 6 A MINIMUM OF 10 PERCENT SPARE CAPACITY w -_ IN ALL MAIN PANELS ------ __ _.,__.._...� -___- _• ALL FACILITIES IN HIGH LIGHTING RISK AREAS SHALL BE EVALUATED USING THE RICK ASSESSMENT GUIDE IN OTe% R I C A I DI A N1 `780 AND HER STANDARDS WHICH ADDRESS LIGHTING f�. ti mt ( I-. PROTECTION AND SHALL BE PROTECTED ACCORDINGLY--°-��� "" INTERCOM &/ F.B.C.423.17.17 SPEAKER AKER W/ PVC STUB � /PHOTO. CELL BETWEEN do UP 3/4-CONDUIT TUBBED UP ABOVE CEILING STROBE -HORN X4 J-BOX 2X4 J—BOX (TYP OF 3) HORN : PULL 1 ' I cc SITE INSTALLED METER (WHEN REQUIRED) SITE INSTALLED 2 - #1 THWN CU CONDUCTORS. AND 1 - #6 THWN CONDUCTOR IN 2" (IN) RGS` CONDUIT =:"7MPUTER LIGHTING ANALYSIS: LPCC= CLP X PAF CLASSROOM AREA (PAF) X UPD 2.0 = 1486 PAF 14 LIGHTS W/ BULBS ATlL WATTS= 896 LPCC ?OTAL LPCC MUST BE LESS THAN TOTAL PAF ELECTRICAL SCHEDULE CII UIT NOMENCLATURE BREAKER (AMPS) WIRE (CU) 1. HVAC 35 (2P) 6-2 se W/GND. 2,4 LIGHTS 20A 12-2 MC SPARE OUTLETS 20A(i P) 12-2 MC 6 OUTLETS 20A 12-2 MC OUTLETS 20A 12-2 MC SF«; OUTLETS 20A(1P) 12-2 MC .. DESCRIPTION GENERAL UGH1 0035 KW/SF 1_ RECEP HVAC -L_ FAN _0_ __ WATER TOTAL 11.16 TOTAL/240 x 1 INSTALL 125 120/240 V 1— NOiE:10 X" MAI 71K1Y IV M IIY71l L-rV; txJMYtX MT 7 kit 6 TO 8E L!". FLU. ICkw AV,M nE FOR FIItI lI M N LOt"/ItiO b MKI.ONV8Yff FLOWAt=YCOGS. .E PROVIDE GFCI BREAKER TO DATA, INTERCOM AND FIRE ALARM CIRCUTS. B`( OTHERS OCKIAG LECTRICAL PANEL 25 ANIP PANEL 1 A' 120/240V FIOR HVA,C T SWITCI, z BARD to- 1.3 AIR COND. SPEC'S ui 3.5 TON WALL MOUNT WITH WERV 5 KW HEAT STRIP, L'U C.r.M. 0.3 IWC ESP. 240V, I-V, UNIT PROVIDED WITH FRESH AIR INTAKE --- WIRE: #SE 6-2 VV #8 GND (15 AMP (2P)) 2-1"CONDUIT STUBED DOWN THROUGH t FLOOR AND ABOVE CEILING 6 Gl /PROOF COVER nR Umorw*4 Leeonoe S►N►�ngry. _.. . F qft* AN ?roloaft sw++o Law x r z orlom ne 1 A 23.7 44.0 a 90 0 2 A 31.0 44.9 a 90 0 3 A 3l.7 A4A a so 0 4 A A3.7 4" a *p 0 S A 33.7 4a.0 a sf0 0 5 A 27.7 4&9 a so 0 7 A 23.7 $3.1 a to 0 a A 27.e 59.3 a t0 0 f A 31.4 $3.2 s to 0 10 A 3a.7 59.2 a to 0 11 A _ 43..7 59.2 a 40 0 12 A 39.7 $3.2 a to 0 fp-*. wr w u."... u7 a..N.+ 200 a?M wrtu t !o4-m -- ELECTRICAL LIGHTING ANALYSIS SITE INSTALL #6 CU GROUND IN 1 1/2- CONDUIT TO TWO 5/8" MIN RODS. CONTRACTOR COPY 10 FT. IN LENGTH SPACED A MINUMUM OF 6' (FT) APART, INSTALL PER NEC 250-52 (11 AiMn 250--r%A ELECTRICAL RISER DIAGRAM DRAWN BY: JD CHECKED BY: WJM SCALE: SERIAL# A/B vut r MU—CUUa. 101, 2000 PPC-2001 6 A 002 AN 2 8 2005 t. V7, 9' -6'PLATE 6'-8' HEADER WALL MNT. AIR COND. 0*-0' FLOOR GRADE HITCH END =�NILI REAR ELEVATION 2 FRONT ELEVATION U.--VATION NOTE-.L- :-'Z CROSS SECTION FOR METHOD 3. FOUNDATION ENCLOSURE (M-IEN PROVIDED) ROOF VENTILATION. MUST HAVE 1 SQUARE FOOT NET VENT AREA 2, "ACCESSIBILITY) RAMP(S), STAIR(S). AND PER 50TH OF THE FLOOR AREA, AND AN 1 B'X24 'IANDRAILS ARE SITE INSTALLED, 'VMINIMUM CRAWL SPACE ACCESS, SITE jESIGNED BY OTHERS, AND SUBJECT INSTALLED BY OTHERS SUBJECT TO LOCAL LOCAL SCHOOL DISTRICT JURISDICTION. SCHOOL DISTRICT JURISDICTION. EPDM WALL MNT. AIR COND. HITCH END i 00.9 => V) z 0 0 < 1 < > 0") Fy- Lli < LIJ W I V) 0 Ld Ld cf) cz LLI < cd ce- 1--LL- 0 4-4 D6 nw zm o CIO m 0 L/) U Lii DRAWN B" JHD CHECKED BY: wim DATE:. SCALE: 1/4"=1'0" SERIAI-# A/B CODES: FACBC-2001 SHEET: FBC-2001 FMC-2001 NFPA-101, 2000 FPC-2001 NEC-2002 I-APELS.o HWC SHEETS F Tc,' N illiam J. McCaw, P.E. Consulting Engineer 1563 Turner Street Clearwater Fl. 33756 6" STEEL JOIST 6" STEEL RUNNER -4„ AT MATELINE 11'-8' TYP. OF 2 3 1 8 22.GA "B"-DECK FASTENED TO EACH I RAFTER PER. MFG. SPECS. USING 36/5 PATTERN PER. MFG. SPECS- ri 45 �� 1 INSULATION SEE C - MAT. SCHED. ------------------------_ - - I SEE HEADER DETAIL dtE sTUDs �XX, # `ILL STUD O 164oc CEILING INTERIOR FINISH SEE MAT. SCHEDULE m r b .• HEADBR MODULE G1 x Vf y .gJJ TYPICAL WINDOW. SEE FLOOR 1 PLAN FOR SPECIFlCATIONS , c I 1 c: m I SILL PLATE 18 GA.STEEL TRA ao I CRIPPLE STUDS;X4 18 go STEEL 16 O.C. VIROCK 3/4-MROC TYPE T2 CEMENT BOARD SEE MAT. SCHEDULE: VIROC FASTEN TO STEI`L JOIST BOTTOMPLATE 2X4 PER MFG. SPEC WITH I �EL TRACK ------- ..,__ILx. MFG. APPROVED FASTENER + j 3 � 9 PERIMETER FRAME CAULKING / SEALANT (SM6010) 1'-0' J INSULATION RETAINED W/ NYLON NETTING SEE .r.--. MAT. SCHEDULE. cisfAfAll I-1/2'xt/e" weld n / I ROOF JOIST SEE I MAT, SCHEDULE. WI STEEL BAR JOIST z (TYP•) ZI ROOF JOIST SEE MAT. SCHEDULE. SEE HVAC PLAN FOR CEILING DUCT SPEgFlCAT10NS 7 STEEL COLUMN BEYOND SEE DETAIL 4/9 SITE INSTALL 3/8'X8' BOLTS STAGGERED FROM SIDE TO SIDE ROOF COVER SEE MATERIAL SCHEDULE. ROOF COVERING 1 SEE MA.: SCHEDULE. CROS. ALT. TO WELD: (2) S-12X3/4 BUILDER SCREWS 1 /8%3'"d ROOF JOIST SEE FIN. SCHED, 'L' STL ANGLE BRACING O V-0" INSULATION O MATCH O.C. WED TO STEEL BAR JOIST LINE IS SITE INSTALLED. SITE INSTALLED 1/2' 0 x 81 I BOLT do NUT INTO 'C' ANGLE & BAR JOIST O 8'-0' O.C. Ip Y I 4"LONG LINE OF CEILING 3/16" SEE FIN. SCHEDULE- I OR (2) 3/w A ITS _-..- _. _ _._ _.__ __ .__ _ _\_ - - - - , __ - - -, -- - - - - - - - - - - - - - - 3 MATCH LINE SECTION N.T.9. ++tea•• n rree�a.a�..nee.n,...rra.. orraN.v.» � CONTINUOUS 1 1/2"X16 GA. U -CHANNEL. WITH (2)-5/8"S-12 SCREWS INTO EACH RAFTER. LOCATED AT 1/3 POINTS. SCREW CHANNEL TO GABLE WALL STUDS AT EA. END OF BUILDING. OPTTION ES TAKEN 4" METAL DUCT , FROM RR FAN i I T RUNNER MA SCHED. EP()Mi ROOF COVERING INSTALLED OVER 1/2" DEN DECK OVER STEEL DECK IS A CLASS A ROOF MAT. THAT HAS BEEEN TESTS AND PASSED UPLIFT LOADS OF ;SITE PER ASCE 7-98; AND REQUIRE AN INSPECTION WITHIN i ONI- YEAR BY THE ROOF MANUFACTURER / SEE DETA OF '- IL 2 8 I EXTERIOR WALL SEE MATERIAL SCHEDULE. SIOEWALL & ENDWALL : WALL INTERIOR FINISH J BRACING INSTALLATION: SEE MAT. SCHED. GEN. NOTE 05 .,"-- EXTERIOR WALL STRUCTUAL BRACING -INSTALL STEEL X- BRACING ON EACH SIDE WALL OF EACH MODULE AND AS CLOSE AS POSSIBLE TO EACH BUILDING COF NOTE: ENT. WALL FIN. ON ON SIDi WALLS. ": , 18GA STUDS Al EACH STRAP DIA MUST EXTEND TO TOP OF (SEFFOR ) FLOOR PL KA; OACTUAL LOCATION TOP PLATE. 1/2' DENS GLASS FAS+ ZED ';;Tf; 1'-/i2 TEK HEAD LOW PROFILE HEAD SCREi,s 6' O.C. ON EDGE ac 10' O.Q IN THE nELD. INSULATION SEE MAT. SCHED. (BOTTOM PLATE TO FLOOR INSULATION SEE CONNECTION) _ MAT. SCHED. 1.5" HILT, FASTENER h: i f p' RIMETER STEEL I BEAM 0 16" 0,' (DNI-57•--P8'1 AROUND ENTIRE I�ERIMETER -- - FLOOR JOIST SEE MATERIAL SCHED�LE CTION- 18 GA ROOF RAFTER 024" ii N.T.S. OC. TYP. 18 GA RIM TRACK(RUNNER) FASTENED Wh TH (2) 5/8" S-12 SCREWS TOP AND 8OTTOMT—' OF EACH RAFTER OR 1.5" X1/8" WELD 3 5/8" 180A. TRACK TOP RUNNER iASTENED TO RAFTER WITH (2) S-12SCREWS IROM TOP RUNNER fNT) RAFTER-// SIMPSON S/H-2.5 OR EQUAL HURRICANE CLIP FROM WALL STUD TO RAFTER 024" O.C., INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ( TYPICAL SIDE WALLS & ENO WALLS). AL ROOF SHEATHING SEE MAT. SCHED. J04ST SEE MAT. SCHEDULE. INSULATION FETAINED W/ NYLON NErn G SEE MAT. SCHEIX LE TOP RUNNER SEE MAT. SCHED. t•' Q :c to CEILING SEE z MAT. SCHED. EXT. INSULATION IZ �- SEE MAT. SCHED. ? 2 SIDE WALL DE AIL e.T.s GENERAL CROSS SECTION NOTES M` 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH AS7M A36, YIELD STRENGTH -36 KSI 2. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING PROJECT HISJ ORY Li m \„ z 1— < 0 LL1 Ln 0 0 0 L.L. Q Z U) V) r o III �YM3 U _ ;-.i DO W� O �LL. z ' o v ow N .I r LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS. DRAWN BY: jD 3. STEEL STUD AND ROOF JOIST MINIMUM YIELD STRENGTH=33KSI, STEEL RUNNER MINIMUM YIELD STRENGTH - 33 KSI. William J. McCann, P.E. CHECKED BY: WJM FLOOR JOTS''' MINIMUM YIELD STRENGTH - 50 KSI. Consutting Engineer DATE: 4. ALL FORIAED STEEL SHALL BE INSTALLED IN ACCORDANCE 1563 Turner Street WITH THE MANUFACTURER'S SPECIFICATION. Clearwater Ft. 33756 SCALE: 1/4"=1.0" Ftorlda P,E. LIcense#5QE_! SERIAL# A/B WET CODESIFACBC-2001 SHEET: rBC--2001 FMC-2001 NFPA-101, 2000 P-PC-2001 I NEC-2002 ,.,ABLEST HWC 12 SHEETS JUN 2 8 20 4 �1 1� s'" CRIPPLE STUDS 2_0 18 9a STEEL 18 O.C. VIROCK 3/4-VIROC TYPE T2 CEMENT BOARD SEE MAT. SCHEDULE VIROC FASTEN TO STEEL JOIST I BOTTOM M PLATE RACK PER MFG. SPEC WITH i MFG. APPROVED f AS'TENER { rf I I 3 PERIMETER FRAME 9 - IS'XVs'CARRIAGE BOLT 4 -- 4' O.CO.0 TYP. B1 YATECONIER ss?1FSEEDla.E. Al.. TO WELD: (% S-12X3/4' SITE INSTALL 3/8-X8" BOLTS STAGGERED FROM SIDE TO SIDE t L. +rrr.a-.eta �.�� ��srf�sD". B`'�' V STL ANOE BRWHQ • t-O• as ,pia TO STEM BAR .last INSULATIO=RWtAZll0M ( X6' STEEL PLATE u►+E is SITE WELDED TO BAR JOIST i ANGLES 8'—O'O.C. LENGTH OF PLATES VARIES WITH SLOPE OF BAR JOIST 1/2' BOLT O 8' OC TYP.AT MATE I POINTS UNE OF CEt*1c 3/16- 4'LONG —s>:EFxascltEal�G----------------__. t} -- oR s Baas 1 MATCH LINE SECTION .� R.T.S. 8-xitt"CARMAGE BOLT 4' O.C.TYP; 4X 12 GA. - 24' LONG j 2X2X1 /4 ANGLE SPOT WELDED TO CHANNEL 'C' CHANNEL G_UE TO PANEL PER MFG. SPEC. SECTION B—B s I GENERAL CROSS SECTION NOTES 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH ASTM A36, YIELD STRENGTH -36 KSI 2 SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING LOCATIONS, ORIENTATIONS, AND SPEcinCATIONS• 3. STEEL STUD MINIMUM YIELD STRENGTH-33KSI, STEEL RUNNER MINIMUM YIELD STRENGTH . 33 KII• FLOOR JOIST MINIMUM YIELD STRENGTH - 60 KSI< 4. ALL FORMED STEEL. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION. WHEN REST ROOM OPTION IS TAKEN 4" OIETAL DUCT FROM RR FAN WAIL INTEMOR FINISH SEE MAT. SCHED. 7 GEN. NOTE /5 NOTE:INT. INALL FIN. MUST EXTE14D TO TOP OF TOP PLATE. INSULATION SEE MAT. SCHED. -- INSLr ATION SEE MAY. SCHED. --% CROSS SLCTION, (4)#10X2"TEK SCREWS AT 2'0.C. (2)#10X2"INTO STEEL STRIP OF LEEP PANEL —7 r N.T.S. EPDM ROOF COVERING INSTALLED OVER LEEP PANEL IS A (;LASS A ROOF MAT. THAT HAS BEEN TESTED AND PASSED UPLIFT LOADS OF SIZE PER ASCE 7-98; AND REQUIRE AN INSPECTION WITHIN ONE YEAR BY THE ROOF MANUFACTURER , GLUE GALV. PER LEEP MFG. SPECIFICATION 2'x4" Leep Panel OROOF COVERING C. TYP. /--SEE MAT. SCNE1:==. SEE DETAIL 2OF- 8 4"X8"24 GA GALV. STEEL ANGLE rASTENE.L WITH (3) #8x5/8" S-12 SCREWS —��,,�-� �� FASTEN INTO EACH STUD LEEP PANEL R-25 AND (4)#I0x3"TEK SCREWS AT2'0.C. (2)#10 X3"TEK SCREWS 8X1" K SCREW 16" 0 INTO) EACH STEEL STRIP OF LEEP PANEL RUNNER SEE IAT. SCHED. W CEILING SEE �.-- EXTERIot1 WALL SEE i MAT. SCHED. MATERIAL SCHEDULE- EX INSULATION z ALUM FALSE MAT. SCHED. g W ig TRIM A24 'f S I WALL" E L DETAIL SIDEWALL & ENUWALL : 2 W BRACING INSTALLATION: ._---- EXTERIOR WALL STRUCTUAL BRACING -INSTALL STEEL�- r X- BRACING ON EACH SIDE WALL OF EACH MODULE AND AS CLOSE .AS POSSIBLE TO EACH BUILDING CORNS ON SID;_WALLS. ��, 18GA STUDS 0 EACH STRAP DIAGON L ' (SEE F= OOR PLANE FOR ACTUAL LOCATION) 1 /2` DEN" CLASS O - FAS EKED '•;T>i t"—/42 1 K HEAD LOW PROFILE HEAD SCREWS 0- O.C. ON EDGE & 10. O.G. IN THE FIELD. ALUM FALSE TRIM ,024 Of FASTEN TO 4"X8" 24CA V) ANGLE WITH ( BOTTOM PLATE TO `! OOR (2) #8XR" S-12 SCREW CONNECTION) AT 16"O.C. (1)SCREW AT TOP TRIM Q AND (1) SCREW AT BOTTOM ATTACHEMENT 1.5" hILl FASTENER I`:T"':: `.' .RIMETER STEEL I BEAM ® 16" i ". (DM-57--PS' AROUND ENTIRE .RIMETER 4"X8"24 GA GALV. '—FLOOR JOIST SEE GLUE MATERIAL SCHEDULE. STEEL ANGLE FASTENED WITH (3 #8x5/8" S-12 SCREWS FASTEN INTO EACH STUD AND (4)#10x3"TEK SCREWS AT2'O.C. (2)#10 X3"TEK SCREWS INTO EACH STEEL STRIPe-EACH EK SCREWS AT 2-O.C. OF LEEP PANELTO STEEL STRIP (3)#8x�"S12 screwsS-12 ANEL SCREW OF TRACK C GLUE 249a GALV. ANGLE I ` AROUND PERMETER WALLTO ROOF ATTACHEMENT OF BUILDING IICON7RACTOR'COPY Ld m n Q __.) 0 � < m t—L_ CD L1J Z_ V Q W CO 1 s 00 i r\ LLJLjj SU o CO �+ 0 m O W N �1 V I\/-\ v r 1 V Lj 1 William J. McCann, P.E. CHECKED BY: Consulting Engineer DATE: 1563 Turner Street SCALE: 1� Clearwater Ft, 33756 Florida P.E. LIcense#50252 {FERIAL# A/B `SET 3DES+FAC13C-2001 SHEET: F'BC-2001 FMC-2001 NFPA-101, 2000 F'PC-2001 NEC-2002 ABLES+ HWC 1 SHEET< JUN 2 8 2005 PROJECT HISTORY A STEEL J01 ST C MATE WALL . 12 OS Q3 3 1 /2"x3 1 /2" x3/16" 36 ' x6"H STEEL HUB 18' WELD TO STEEL 18' JOIST. " COLD ROLL STL. ANGLE WELD ' OD TO STEEL COLUMN.\x\AMIN. .3/16- WELD °�° {" 2" LONG " , - STEEL JOIST MIN. 50 KSI STEEL 4" (2) 2x2x1/4 STL. ANGLE. ; 3 1 /2"x3 1 /2"x3/16" °Io 4a x6"H STEEL HUB 3'-0" 13 EQ. SPACES V 18'-Q" 13 EQ. SPACt-S ® 18'-0" 3'-0" CONNECTION. (TYP) 1'-0� —l'-O" 3"x3"0/16 N.T.S. STEEL COLUMN. BEAM BY OTHERS SEE SEALED BEAM CALCULATIONS ENCLOSED 18GA. RAFTERS SEE MATERIAL SCHEDULE ® 24" O.C. END • ALL W z MARDI TRIM SEE 1-2X6 18 GA. RIM MEMBER SPOT WELDED TO CLEAR SPAN BEAM = MAT. SCHED. ® 16" OC. 1 1/2" SPOT WELD OR 2-TEX 12-14X1 1/4-HWH TEX 2 IN a EXT. WALL. NISH SEE > LACH BAY BETWEEN RAFTERS AND 1- IN EACH RAFTER INTO TOP FLANGE MAT. SCHED LE. OF BAR JOIST TYP. Ld RIM JOIST. 2-5/8" S12 LOW PROFILE SCRE r j, INTO E C RAFTER / W TOP & BOTTOM (TYP 3/16" �--` X6"X17" STEEL PLATE WELDED TO BEAM 48" O.C. MA WALL CH FINIS SEE Q LL 02" POINTS STEEL 040" OC TYP.AT MATE N MAT. SCHEDULE. 0 r a STEEL HUB do % COLUMN w [� �12E DETAIL 3, V) (n ry 3/16" 35 PLAN DETAIL V) EXT. WALL SEE MAT. SCHEDULE. FLOOR FINISH SEE "I" BEAM SEE - - MAT. SCHEDULE. MAT. SCHEDULE co W � 3/16 ,L� PERIMETER piAME d 0 ,ry J t-- LL STL. COLUMN do HUB 3 4-4- Z SEE DET. 3/9. i "I" BEAM w — M MAT. SCHEDULE OQ m tij CORNER STL. COL. DET. TSIDEWKALL cn ROOF SHEATHING TO BE FASTENED T B-DECK WITH#10-24"X1" WAFER HEAD TRAXX #3 ELF TAPPING SCREWS 4G"I"BEAM SEE 3/16" FILLET WELDS PLATE TO OFFSET JOINTS 48"O.C.06"O.C. ON EDGES AND 12"0.C. IN F IELD MAT. SCHEDULE. BEAM. HUB TO PLATE. HUB. TO COLUMN . ROOF SHEATHING DETAIL 3116 • 3/16" wit J. McCann, P.E. DRAWN BY: JHd STEEL HUB C suiting Engineer CHECKED Y: wJM 15 3 turner Street DATE: 3/16 Cleirwater Ft, 33756 SCALE: 1/4"-1'0" Back SERIALS A/6 CODESFF CBC-200i SHEET: STL. BEAM (see material sch.) BC-2001 FMC-2001 FPA-101, 2000 FPC-200i 7 POCKET DETAIL 4EC-2002 .J N.T.S. LABELSi HWC 0,RSHFEETSI JUN 2 $ ZOOS PROJECT HI. 3 5/8' 18 GA STUDS SEE MATERIAL SCHEDULE INTERIOR WALL STUD (2) 5/8' TYP S-12 LOW PROFILE HEAD SCREW a- MIN (3) 3 5/8' 18 GA STUDS WALL STUD 1 /201 SGA STRAP TOP ��� FLEXTERIOR 0 16' O.C. (TYP.) 4X16 GA _ FLAT STRAP DIAGONAL BRACE • . • 3 5/8' 18 GA STUD SEE MATERIAL SCHEDULE ,4 WALL STUD (2) 5/8' TYP S-12 016 O.C. (TYP.) LOW PROFILE HEAD SCREW STUDALL. EE MATERI 1t8XI WCA EDU .... +. 1 /Zr1 SGA STRAP • �� 16' O.C. 3 5/8' TSB-18GA track 12' fS �a ,. *CORNER BOTTOM RUNNER 5/8' TYP S-12 K�' z KD ONES ALTERNATE FASTENING OW -PROFILE HEAD SCREW 5/8' i R S-12 STRAP LE HEAD SCREW w 1 /2 18GA STRAP TO TU8 1/8' a MIN. 1LOW 2 PER BAY X r L HELD BOTH SIDES (TYP MIDDLE THIRD POINT OF EXTERIOR WAL S) t > steel floor frame 3'X2'Xt/4' TUBE 3 5/8' 18 OR UIIV HANNEL (3) GA STUD 4"X18 GA SIZED C12* ANGLES ExTERIoa WALL FLAT STRAP STUD WITS.. REMAINDER 8' O.C. -- DIAGONAL BRACE n t� I TUBE TO FRAM 3/16 e" MIN. U I N .FLOOR FRAMING N.T.S. a to cx r+s�. srua+o � �•�..riwerra�.rw�sutiw ADD STEEL STUD IN FIRST SAY FOR REINFORCEMENT- 5/8' TYP S-12 LOW PROFLE HEAD SCREW 12 PER BAY OR 1/8' X8'. WELD BOTH SIDES I✓o. I V L-.4 Y Y f ` I L_ 3 5/8' 18 GA TOP RUNNER JUN 2 8 2005 NOTE: THIS FOUNDATION PLAN IS PROVIDED FOR REFERENCE AS A TYPICAL STANDARD. ACTUAL FOUNDATION CONDITIONS MUST BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE USED. ALTERNATE FOUNDATION PLANS MAY BE DESIGNED BY OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDICTION HAVING AUTHORITY. lox 24-x 24• PROJECT HiSTC*,,p. WW A'x16'x16' CONCRETE FOOTING OR FOO'RNG 2-J4 ROMS DBL Ox 16'x 16' CONCRETE PADS. EACH WAY 1s'x 16' PIER W PLAN VIEW SECTION PLAN ME Vf SECTION PIER TYPE A PiER PE 8 s" 0 18' 12'x 3 S"x 36' CONCRETE A 12'9 30'x 30' OONCRETE FOO trtTn 4-/5 MARS PIER TYPE A FWrINCC WITH 3-/3 RET3Jn EACH AY. 0'-0' GROUND A ICHOR (TYP.) A MAX.8'-O" SPACING W.H WAY. 16'r 1 MIX 16' r------'1 PIER 33' 6' - 30'-6' L- , 0'-0' GROUND ANCHOR tTYP.) PUW VLE�N SECTION 1 PLAN MEIN SECTION + PIER TYPE C PIER TYPE D `A I I a i I WAl mm JOw4PT,.MATE �,1-8EAY HITCH END WRAP TIE DOWN STRAP } AROUND PERMiTER FRAME - :y I -- _ 11ATF. WALL (2) GROUND ANCHORS TIE oo1n+ sTR�P — -- — - AT EACH END OF DO" -__, b___, �___. �_�_._ ►-_-� •-- — >(DEUILDING AT MATELINE "E �'"" ' TYP BOOR JOIST 0'-0' GROUND ANCHOR (TYP.)GRADE12% 4o' t 40' commETE FEOOTING WITH W "5 REGARS I° I CA ( — ------ 16% 16' A I. 1 i j — j PIER 1 m 1 • 5'-6" 2'-6" O PLAN VIEW SECTION IM1— Q I __• � I I PIER PE E�— 01-0' GROUND ANCHOR (TYP.) FOUNDATION PLAN N.T.S. FOUNDATION NOTES: 1. FOUNDATION PLAN IS SHOWN AS A TYPICAL STANDARD FOR REFERENCE ONLY. FOUNDATION PLAN ABOVE INDICATES MINIMUM PIER REQUIREMENTS TO RESIST GRAVITY LOADS. ACTUAL FOUNDATION CONSTRUCTION AND INSTALLATION IS SUBJECT TO LOCAL CODES AND INSPECTION. 2. TIE -DOWN STRAPS ,TO BE i-1/4"X.035" TYPE 1, FINISH B. GRADE 1 ZINC COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT AS CONFORMING W/ ASTM 03953-91. THE DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE 3150# �MINIMUM WORKING CAPACITY. 3. EACH GROUND ANCHOR SHALL HAVE A WORKING CAPACITY NO LESS THAN THE SUM OF THE t' REQUIRED WORKING CAPACITIES OF ALL TIE DOWN STRAPS CONNECTED TO THE GROUND ANCHOR. E AND SHALL BE INSTALLED UI ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN f OF GROUND ANCHORS, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES. ETC.. TO BE AS SPECIFIED BY THE GROUND ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND ANCHORS ARE BELOW THE ASSUMED DESIGN VALUES. THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR AN ALTERNATE ANCHORAGE DESIGN. THE FIRST TiE-DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE MAXIMUM SPACING INDICATED. ALL PIERS SHALL BE CONSTRUCTED OF 8'X8'Xi6' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. MASONRY UNITS SHALL BE LAYED IN TYPE M OR S MORTAR OR COVERED WITH SURFACE BONDING CEMENT INSTALLED iN ACCORDANCE WITH ITS LISTING. PIER FOOTINGS SHALL BE AS DESCRIBED ABOVE. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH SHALL BE 2500 PSi AT 28 DAYS. 7, ALL REINFORCEMENT BARS SHALL COMPLY WiTH ASTM A615, GRADE 60. I REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3" CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEG. FROM THAT SHOWN). CENTERLINE OF EACH PIER MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. ALL PIERS SHALL BE CAPPED WITH 2X8 SYP PRESSURE TREATED SILL PLATES, FULL LENGTH OF PIER. PIERS SHALL PROVIDE A TRUE do EVEN BEARING SURFACE -..SOIL BEARING CAPACITY SHOWN ON THIS PLAN ASSUMED. IF THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN 3000 PSF THE ARCHiTECT/ENGINEER MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY. 1. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.IMANUFACTURERS RECOMMENDATION ONLY- OPTIONAL WHEN NO'( SHOWN) SLIGHT ADJUS�TMME14T MAY BE REQUIRED TO INSURE OPENABILITY AFTER INSTALLATION OF BUILDING IS COMPLETE. 12. THE AREA UNDER FOOTINGS AND FOUNDATIONS SHALL HAVE ALL VEGETATION. STUMPS, ROOTS. AND FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. i —PIER TYPE "A" (TYP. UNLESS OTHERWISE SPECIFIED. 0'-0' GROUND ANCHOR (TYP.) \—LINE OF FLOOR ABOVE WALL PIER REQUIREMENTS 0ER NUMBER MIN. SOIL BEAR-G. CAPACITY PIER TYPE OF MATING LINE TIE DOWN I XTERIOR SIDEWALL FINISHED FOOTINGS MUST EXTEND BELOW FROST LINE UL APPROVED 1 17STRAPPING r FRAME TIE -DOWN STRAP AND GROUND ANCHOR AT 4' O.C. MAX. (TYP.) GROUND ANCHOR SECTION A --A FOUNDATION DIMENSIONS A MODULE B PIER TO C CENTER MAX. PIER MIN. BEAR'G WIDTH BLD. EDGE SPACING SPACING CAPACITY 11'-8" N/A N/A W-0" 3000 MA1'CH LiNE L TiE DOWN STRAP I i.,,,� I i GROUND ANCHOI 1 SECTION C--C TiE OCMN WRAP STRAPS AROUND I -BEAM W/ CONNECTING HARDWARE FINISH GRADE INSTAL GROt D 94CWR PRIOR 10 POURING FOOTING. W LLJ 0 Q 0 ry W Ci (� Lt 0 = CCS Q t:i � VERTICAL TIE DOWN STRAPDETAIL ,;j GROUND ANCHOR W/ DUAL BOLT .._I HEAD FOR CONNECTION OF THE TiE DOWN C%1 "'� d Cr STRAP FROM EACH SIDE OF MARRIAGE LINE. _j �-- — — — — -� PIER 4-4 CO I I MARRIAGE LINE i-a — m SECTION B-B SECOND GROUND ANCHORD PLAN MEW REQUIRED. AS DOWN STRAPFATERTICAL MARR AGES LINE COLUMNS. nr Wit, iam J. McCann, P.E. DRAWN. BY: JHD C nsutting Engineer CHECKED BY: wJM 11563 Turner Street Cl arwater Ft. 3375E DATE: SCALE. 1/4..�1,a» SERIAL# A/B WET CODES, FACBC-2001 SHEET: FBC-2001 FMC-2001 NFPA-101, 2000 FPC-2001 12 NEC-2002 L LABEL HWCSHEET''. ,TUN �28 2005 SCREW ' DOUBLE 3 5/8" 18GA FULL LENGTH STUD FULL LENGTH STUDS ALTERNATE HEADER DETAIL 0 e AB AS YJIRED vat 06e4iL 342s:,xs-+3 (aAMB BOX HEADER JO ONNECTIGN N.rs. RUNNER END WALL DETAIL SILL DETAIL LENGTT WALL STUD 016" 0C 3 5/8" 18 GA. RUNNER 3 6/8" 18GA. STUDS SEE MATERIAL SCH. NF STED STUDS OFFSET JOINTS 48"O.C. SIDEWALL ROOF SHEATHING TO BE FASTENED TO B-DECK WI #10-24"X1" WAFER HEAD TRAXX k3 SELF TAPPING SCREWS ® 6"O.C. ON EDGES AND 12"O.C. IN FIELD. ROOFS SHEATHING DETAIL William J. McCann, P.E. Consulting Engineer 1563 Turner Street Clearwater FL 33756 Florida P E License#50252 LiJ n -, ._ ` V ) � (Y Q LLJ V U Li f Cif +--1 W �} U) Q cn Q � U —o tv U) 4-1 � Z CY Om N� I Nil I F N BY: 7HDCKED E.: SCALE: 1/4" SERIAL.# A/B CODES, FACBC-2001 SHEET: k FBC-2001 FMC-2001 NFPA-101, 2000 FPC--2001 qq NEC-2002 1 LABELSi HWC ��' SHEETS _ dUN 2 8 2009