|
<br />GENERAL NOTEo:
<br />
<br />Tl-tIS BUILDING I-jAS BEEN DESIGNED TO CONFORM TO TI-jE FLORIDA BUILDING CODE 2001.
<br />
<br />ARKAY ENGINEERING INC, A REGISTERED LlCENeED, FLORIDA PROFEeSIONAL STRUCTURAL
<br />ENGINEERING COMPANY, I-jAe APPLIED" RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF Tl-tIS STRUCTURE
<br />
<br />THE BUILDING ( INCLUDING ALL COMPONENTe AND CLADDINGe SHALL BE DESIGNED FOR THE
<br />FOLLOWING euPERIMP06ED LOADS
<br />
<br />50lL TERMITE TREATMENT:
<br />
<br />
<br />FLOORS.
<br />LIVE lOADS - 40 P.S.F.
<br />DEAD lOADe - 10 P.S.F.
<br />
<br />GARAGE 6LAB.
<br />LIVE LOADS - SO P,S.F.
<br />DEAD lOADS - 10 P.S.F.
<br />
<br />INITIAL 60IL POI60NING TREATMENT e.I-jALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING. COMPACTING ARE COMPLETE (PER FBC 181.&.W
<br />
<br />ANY e.OIL DISTURBED AFTER THE INITIAL TREATMENT e.I-jALL BE RE TREATED
<br />( INCLUDING ANY BOXED OR FORMED AREAe) (PER FBC 181.&I.V
<br />
<br />BOXED AREAS IN mE CONCRETE e.lAB FOR INSTALLATION OF TRAPS 6l-jAlL BE MADE
<br />WITI-j PERMAMENT METAL OR PLAeTIC FORMS. PERMAMENT FORMS MUeT BE OF AN ADEQUATE
<br />61ZE . DEPTI-j TO ELIMINATE ANY DISTURBANCE OF THE 60IL AFTER THE INITIAL TREATMENT
<br />(PER FBC 181~.1.3)
<br />
<br />A MINIMUM ~ MilL vAPOR BARRIER MUeT BE INSTALLED TO PROTECT AGAINeT RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT 6l-jALL
<br />BE REQUIRED (PER FBC 181~.IA)
<br />
<br />ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONeTRUCTION TERMITE TREATMENT
<br />(PER FBCI81.&.I.1)
<br />
<br />AFTER ALL WORK Ie COMPLETE ANY L006E WOOD AND FILL MUeT BE REMOVED FROM
<br />BELOW AND WITI-j IN 12" OF mE BUILDING. Tl-tle e.I-jALL INCLUDE ALL GRADE eT AKEe TUB
<br />TRAP BOXE6, FORMe, 61-j0RING AND ANY OTI-jER CELLULOeE CONTAINING MA TERIALe
<br />(PER FBC 2303.1.3)
<br />
<br />NO WOOD VEGETATION, eTUMP6, CARDBOARD, TRA61-j, ETC, 6l-jALL BE BURIED WlmlN 1&' 0"
<br />OF ANY BUILDING OR PROPOeED BUILDING (PER FBC 23031A)
<br />
<br />ANY CONCRETE OVER POUR MORTAR OR 6TUCCO MATERIALe ALONG THE FOUNDATION PERIMETER
<br />MueT BE REMOVED PRIOR TO EXTERIOR 60IL TREATMENT (PER FBC 181~.1.&)
<br />
<br />EXTERIOR 60IL TREATMENT MueT BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE elDE WALLe (PER FBC 181.&.1..&)
<br />
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER 6l-jALL BE INSTALLED AFTER CONSTRUCTION Ie
<br />COMPLETE ( INCLUDING LAND6CAPING AND IRRIGATION) ANY 60lL DleTURBED AFTER Tl-tE
<br />VERTICAL BARRIER IS APPLIED. ~ALL BE RETREATED (PER FBC 181~.1..&)
<br />
<br />IRRIGATION / 6PRINKLER SYSTEMS INCLUDING ALL RI6ERS AND SPRAY HEADS 61-lALL NOT BE
<br />INSTALLED WtTI-j 12" OF THE BUILDING 61DEWALLS (PER FBC IS03AA)
<br />
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCI-jARC2E AT LEAST 12" AWAY FROM TI-jE BUILDING
<br />61DE WALLe (PER FBC IS03A.4)
<br />
<br />THE DleTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISI-j LESS TI-jAN &/8" THICK ADHERED DIRECTLY ONTO TI-jE FOUNDATION WALL)
<br />AND FINAL EARTI-t GRADE el-jALL NOT BE LEee TI-jAN .&" TO ALLOW FOR IN6PECTION FOR R.JTURE
<br />TERMITE INFEeTATlONe (PER FBC 1403.1..&)
<br />
<br />A " CERTIFICATE OF COMPLIANCE" 6HALL BE 16euED TO THE BUILDING DEPARTMENT BY A LlCEN6ED
<br />PEeT CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE 16eUED. THE CERTIFICATE
<br />e.I-jALL eTATE. (PER FBC 181&.1.1)
<br />
<br />" TI-jE BUILDING I-jAe RECEIVED A COMPLETE TREATMENT FOR THE PRevENTION OF 6UBTERRANEAN
<br />TERMITEe. THE TREATMENT Ie INACCORDANCE WtTl-t THE RULEe AND LAwe OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONeuMERS e.ERVICE6
<br />
<br />A PERMAMENT 61GN TI-jAT IDENTIFIES THE TERMITE TREATMENT PROViDER AND NEED FOR RE IN6PECTION
<br />AND TREATMENT CONTRACT RENEWAL 6l-jALL BE PRoviDED. THE 61GN eHALL BE POeTED NEAR THE WATER
<br />HEATER OR elECTRICAL PANEL (PER FeC 104.2..&)
<br />
<br />
<br />ROOF,
<br />
<br />WIND.
<br />
<br />LIVE LOADe (TRUee TOP CORD) -:20 P.6.F.
<br />DEAD LOADS (TRUee TOP CORD) - 10 P.S.F. 18 p.e.F. W~EN TILE ROOF INSTALLED
<br />DEAD LOAD (TRUee BOTTOM CORD) - 10 p.e.F.
<br />AeeUMED TRuee 6ELF WEIGHT ( DEAD LOAD) - 1 p.e.F.
<br />
<br />BUILDING Ie DeerGNED TO CONFORM TO AeCE 1-S8, CI-lAPTER ~: PER FLORIDA BUILDING
<br />CODE 2001 e.ECT10N 1~0~.1.1
<br />
<br />WIND DEelGN AeeuMPTloNS,
<br />
<br />BUILDING EXP05URE - B
<br />BUILDING IMPORTANCE FACTOR . 1.0 (CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LEee
<br />HEIGHT. EXPOSURE AD..ueTMENTe COEFFICIENT. 1.0
<br />ENCLOeED BUILDING
<br />INTERNAL PREeeuRE COEFFICIENT. + / - 0.18
<br />eEE WIND e.PEED INFORMATION eTATED ON PLANe
<br />
<br />50lL BEARING. COMFACTION:
<br />
<br />THEeE PLANe WERE DRAWN BAeED UPON AN ALLOWABLE 60lL BEARING CAPACITY OF
<br />:2000 p.e.F.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER IS RE6PONelBLE FOR VERIFYING
<br />THAT THE 60IL ON THE elTE Ie PROPERLY PREPARED AND COMPACTED 5UCH THAT IT CAN
<br />euPPORT A 2000 p.e.F. FOUNDATION LOADING
<br />
<br />ARKAY ENGINEERING INC, A REGleTERED L1CEN6ED FLORIDA PROFEeelONAL eTRUCTURAL
<br />ENGINEERING COMPANY. DEelGNED THEeE FOUNDATlONe WITHOUT VISITING THE CONeTRUCTION
<br />enE NOR PERFORMING ANY eolL TEeTING
<br />
<br />ARKA Y ENGINEERING INC el-jALL NOT BE RE6PON61BLE FOR THE 61TE 60IL ABILITY TO e.UPPORT
<br />THE BUILDING LOADe
<br />
<br />FOUNDATION . eLAB . ON- GRADE NOTEe :
<br />
<br />BUILDING 61TE ~ALL BE 5CRAPED TO REMovE ALL ORGANIC MATERIALS..
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, eHALL BE COl'1PACTED
<br />euCH TI-jAT IT CAN ADEQUATELY euPPORT A 2000 p.e.F. FOUNDATION LOAOING. eLAB
<br />el-jALL BE PLACE OVER A ~ MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />
<br />t6Wc~~~I~~0~<1N~tl?~NDATlON AND eLABe SI-jALL HAVE A MINIMUM 28 DAY
<br />COMPREeelVE eTRENGTI-j OF 2&00 p.e.F.
<br />
<br />REINFORCING eTEEL 6HALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH AeTM A -61&. LAP 6PLlCEe. WHERE REQUIRED el-jALL BE A MINIMUM OF 2&" FOR
<br />*& REBAR , 30" FOR 1I~ REeAR . 3&" FOR *1 REeAR
<br />
<br />
<br />TRU55E5:
<br />
<br />IF THE CONTRACTOR, TRU6e MANUFACTURE OR ANY OTHER DEelGN PROFEeelONAL REYI6E THE
<br />TRuee eyeTEM LAYOUT FROM THOe.E eHOWN ON THEeE PLANS ARKAY ENGINEERING, INC Ie
<br />REQUIRED TO ReviEW ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH THE
<br />DE61GN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />
<br />PLANe ARE ENGINEERED FOR A MAXIMUM eTEMWALL HEIGHT OF 4 COUR6Ee ( AFTER
<br />FINAL 61TE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT eTEMWALL HEIGHT BAeE UPON 6lTE CONDITIONe PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKA Y ENGINEERING WHEN MORE THAN 4 COURe.E ARE REQUIRED
<br />
<br />A FOUNDATION 5URVEY e~ALL BE PERFORMED AND A COpy OF THE euRVey 6l-jALL BE ON 61TE
<br />FOR THE BUILDING INe.PECTORS ueE , OR ALL PROPERTY MARKERS el-jALL BE EXP05ED AND A
<br />eTRING eTRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED eET BACKe
<br />
<br />EXTERIOR WINDOW5 . DOOR5:
<br />ALL EXTERIOR WINDowe . GLAee DOORe OR ENTRANCE DOOR el-jALL BE TEeTED IN ACCORDANCE WITH
<br />ANSI/AMMAiNWUJDA 101llS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTER leT Ice AND APPROVED PRODUCT TESTING ENTITY
<br />
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW Ae6EMBLIEe el-jALL BE TEST OR ENC2INEERED TO TRANSFER
<br />1.& TIMES THE DESIGN LOADe TO THE ROUGH OPENING eUBeTRATE
<br />
<br />INSTALL ALL WINDowe AND DOOR Ae6EMBLIEe PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHievE THE DEelGN PREeeuREe ePECIFIED
<br />
<br />MAeONRY WALLe:
<br />
<br />CONCRETE MAeONRY UNIT 6HALL BE HOLLOW UNIT MAeONRY IN ACCORDANCE wlm AeTM C-SO
<br />AND 6HALL I-jAVE MINIMUM F'M OF 1e.00 p.e.l.
<br />
<br />MORTAR el-jALL CONFORM TO AeTMC -210 AND el-jALL BE EITHER TYPE M CR e
<br />
<br />REINFORCING eTEEl el-jALL BE C2RADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITI-j AeTMA-~I&. LAP 6PLlCEe WHERE REQUIRED eHALL BE A MINIMUM OF 2&" FOR te. REBAR
<br />30" FOR ..& REeAR AND 3&" FOR .., REeAR.
<br />
<br />ELECTRICAL, FLUMBING, . MEC~AN1CAL:
<br />
<br />IN ACCORDANCE WITH CI-jAPTER 411.003 (2) (I) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
<br />PLUMBING AND MECI-jANICAL eyeTEMe el-jALL BE DE61GNED BY THE RE6PECTlvE CONTRACTOR TO
<br />M,EET ALL APPLICABLE CODEe. THE ELECTRICAL, PLUMBING AND MECI-jANICAL eyeTEMe DRAWN HERON
<br />ARE BAeE UPON A DEelGN PROVIDED BY THE OWNER TO ADDREee Hie/HER REQUIREMENTS.
<br />
<br />ALL ELECTRICAL OUTLET6 IN BATHROOMe, KITCHEN, (WITHIN ~' FEET OR eINK6), GARAGE AND AT
<br />EXTERIOR LOCATIONe 6l-jALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS. FIXTUREe 6l-jALL BE WIRED INTO AN ARC-FAULT INTERRUPTER
<br />"AFI" CIRCUIT
<br />eMOKE DETECTORe el-jALL BE PLACE IN EACI-j BEDROOM AND IN HALL WAy AREAe ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAe
<br />
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E,C.
<br />
<br />GROUT FOR THE POURED CELLe AND L1NTELe ~ALL HAVE A MAXIMUM COUReE AGGREGATE elZE
<br />OF 3/8" PLACED AT 8 TO II INCH eLUMP AND I-jAVE A MINIMUM 26 DAY COMPREeelvE STRENGTH OF
<br />2000 p.e.l. ( WHEN TEeTED PER AeTM C-l01~ )
<br />
<br />PROViDe CLEAN OUT OPENINGe ( 12 SQ. IN. ) IN CELLe CONTAINING ePLlcED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDe & FEET IN HEIGHT
<br />
<br />ROOFING . FLAe~ING5:
<br />
<br />ROOFING eyeTEM AND FLAeHING Ae eTATED IN PLANS MUeT CONFORM TO CI-jAPTER 1& OF THE FLORIDA
<br />BUILDING CODE 2001. FLAeHING 6PECIFIC 6ECTION IS01.3.~ CONTRACTOR OR OWNER MueT PROVIDE WITH
<br />PLANe ePECIFIC PRODUCT INFORMATION DETAILING INeTALLATION 01" PRODUCT TO MEET WIND DE61GNe
<br />OF THIS eET OF DRAWINC2e.
<br />
<br />TIMBER MA TERIAL5:
<br />
<br />ALL TIMBERe MA TERIALe el-jALL Be Ae FOLLowe.
<br />
<br />LVL BEAMe 6l-jALL BE (I.~E) MCALLleTER LVL MATERIALe MANUFACTURED BY TRuee JOleT
<br />MACMILlAN ( OR EQUAU
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATEe ,POST, eTUDe PACKe AND BEAMe
<br />eHALL BE *2 YELLOW PINE (OR BETTER)
<br />
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDe el-jALL BE *2 ePRUCE ( OR BETTER)
<br />ALL OTHER eTUDe 6l-jALL BE "STUD GRADE" 6PRUCE ePACE 1.&" OCt ALL epLrCEe AT
<br />TOP PLATE MueT BE MINIMUM 4'0" AND NAILED 4" OC WITI-j 12D COMMON NI~ILe
<br />
<br />peL PoeT 5HALL BE (1.8E) PARALLAM PSL MATERIALe MANUFACTUREe BY TRueeJOleT
<br />MACMILLAN ( OR EQUAU. eEE PoeT 5UPPORT TABLE FOR LOAD vALUEe.
<br />
<br />EXTERIOR WALLe e.HALL BE CONSTRUCTED WITI-j 112" PLYWOOD OR 1/1.&" O.6>,B. ( 2-M-W RATING) NAILED
<br />WITI-I 8D NAILe 6PACE AT 3" OC ALONG ALL 1-j0RIIONTAL JOINTS AND EDGEe, ~" OC ALONG ALL VERTICAL
<br />JOINTe AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE eTUDe
<br />
<br />AT OPENINGe &'0" WIDE OR LARC2ER eTRAP HEADER BEAM TO THE HEADER eTUDe wlm (2) USP OR eIMP60N
<br />LeTA24 eTRAP TIEe AT EACI-j END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER eTUDe TO FOUNDATION
<br />WITI-j U6P OR elMPSON HTTI~ TENelON TIE.
<br />
<br />INTERIOR eTUD WALLe TO BE OF 2 X 4 *2 ePRUCE OR BETTER WITH 61NGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND eINC2LE 2 X 4 *2 ePRUCE TOP PLATE WITH eTUDe ePACED
<br />MAXIMUM :24" OC. WALLe TO HAVE 11:2" GYP5UM BOARD EACI-j eIDE, WITH WALLe AT
<br />GARAGE TO HAVE MINIMUM R-Il INe.LJLAT10N
<br />
<br />ANCHOR WOOD 6HEAR WALLe eEGMENTe TO FOUNDATION wlm 61MPeON LTT20B TEN610N TIE AT eACH
<br />END OF WALL 6EGMENTe AND AT ANY WALL 6EGMENT INTERe.ECTION ( BUILDING CORNERe)
<br />
<br />5AFETY GLAZING:
<br />
<br />THE FOLLOWING e.I-jALL BE CON61DERED 6PECIFIC HAZARDoue LOCATION FOR THE PURP06E OF
<br />C2LAZING
<br />
<br />(I) C2LAZING IN e.UJING DOORS, FIXED AND 6L1DING PANEL OF 6L1DING DOORS
<br />AeeEMBLlEe
<br />(:2) GLAZING IN DOORe AND ENcLoeuREe FOR I-IOT TUBe, WHIRLPOOL6, eAUNAe, STEAM
<br />ROOMe, BA THTUBe AND eI-jOWERe. C2LAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCL051NG THE6E COMPARTMENTe WHERE THE BOTTOM EDGE OF THE C2LAZING Ie LEse
<br />mAN .&0" ABOVE THE DRAIN INLET
<br />(,3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREeT VERTICAL EDGE Ie WlmlN A :24" RADlue OF THE DOOR IN A CL06ED
<br />POSITION AND WI-jOeE BOTTOM EDC2E Ie LEes THAN .&0" ABOVE THE FINISI-l FLOOR OR
<br />WALKING euRFACE
<br />(4) GLAZING IN AN INDiViDUAL FIXED OR OPERABLE PANEL OTHER THAN m06E LOCATIONe
<br />DEeCRIBED IN ITEMe (2) AND (3) ABOVE. TI-jAT MEETe ALL OF THE FOLLOWING
<br />(A) EXPOeED AREA OF AN INDiViDUAL PANE GREATER TI-jAN ~ ea. FT.
<br />(B) BOTTOM EDC2E LEee TI-jAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER mAN .3~" ABOVE mE FLOOR
<br />(D) ONE OR MORE WALKING eURFACEe WITHIN *," HORIZONTALLY
<br />OF THE PLANE OF THE C2LAZING
<br />
<br />DRAFT5TOFFING:
<br />
<br />IN 6INC2LE FAMILY DWELLlNGe, DRAFT6TOPPINGe e.I-jALL BE PROViDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERe) IN FLOOR / CEILING AeSEMBLlEe 6EPARATING ueEABLE 6PACEe. DRAFTeTOPPING
<br />el-jALL BE CONeTRUCTED euCH THAT TI-IE FLOOR / CEILING AeeEMBLEY Ie BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAe WITH NO AREA GREATER THAN SOO 6Q,FT.
<br />
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INe MueT BE COMPLETE, IN6PECTED AND APPROVED
<br />PRIOR TO REQUEeTING THE FRAMING INePECTION.
<br />
<br />IF DE61RED, EQUIVALENT CONNECTORe MADE BY ANOTHER euPPlIER MAY BE U6ED IN PLACE OF THE
<br />uep OR e.IMP60N CONNECTORe SHOWN
<br />
<br />ATTIC ACCEe5:
<br />
<br />ATTIC ePACES 6l-jALL BE PROVIDED wlm AN INTERIOR ACCEee OPENING NOT LE6e TI-jAN
<br />22"X3.&". ACCEee OPENING el-jALL BE ACCESe.IBLE AND PROVIDE WITH A LID OR DeviCE
<br />TI-jAT Ie EAelLY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT Ie INeTALLED IN
<br />THE ATTIC, IT 6l-jALL BE INeTALLED IN ACCORDANCE WITI-j MECI-jANICAL CODE.
<br />ACCEee Ie NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC SPACE, MEAeuRED
<br />AT THE ROOF peAK Ie LEe.e THAN :24".
<br />
<br />THE CLIENT UNDEReTANDe THAT TI-lE DEe.IC2NER CARRIE& NO LIABILITY INe.URANCE AND TI-lE:'REFORE
<br />AC2REE& TO 1-l0LD I-lARMLEM, IDEMNIFY, AND DEFEND DE&IGNER FROM ALL CLAIM&. LOME~ AND
<br />EXFENe.E& (iNCLUDING REAe.ONABLE ATTORNEY FEEe) ARIe.INC2 OUT OF OR REe.LILTINC2 FROi1 TI-lE
<br />FROJECT. TI-lE DE&IC2NER WILL IN GOOD FAITH ATTEMFT TO FROVIDE ERROR FREE CON&TRUCTION
<br />DRAWINC2e, BUT IN mE EVENT ERROR& OCCUR TI-IE DE&IGNER WILL NOT BE LIABLE FOR Ce&T OF
<br />REPAIRe OR DELAY TO TI-lE CON&TRUCTION
<br />
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<br />-------------------------
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<br />-------------------------
<br />
<br />MEC~ANICAL
<br />
<br />-----------
<br />- --
<br />-----------
<br />
<br />
<br />PLAN
<br />
<br />1/4" = 110"
<br />
<br />MEC~ANICAL CONTRACTOR TO VERIFY ALL DUCt
<br />AND UNIT eo/IE. THE MEC~ANICAL DRAWINc.e. ARE
<br />NOT A eTRucruRAL PART OF DRAWINc.e AND MAY
<br />VARY IN FIELD WIT~T AFFROVAL FROM ENGINEER
<br />OF RECORD
<br />
<br />MEC~ANICAL CONTRACTOR TO FROVIDE A REruRN AIR
<br />c.RILL FOR ALL ROOMe T~AT ~AVE A UNBALANCED AIR
<br />FLOW PER F.M,C. 60104 ~~e
<br />
<br />TYPICAL ELECTRICAL RleER DIAGRAM
<br />
<br />200 AMP
<br />METER E;OCKET
<br />
<br />.4 CU DRIVEN GROUND
<br />RODE; '2 EAC~ e'o" APART
<br />
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<br />
<br />3 ~ '210 THNN CU FEEDER€)
<br />
<br />elNGLE PHAeE
<br />BREAKER PANEL
<br />WITH MAIN
<br />
<br />
<br />2" GAL V NIPPLE
<br />
<br />CONCRETE ENCAeED "UFER"
<br />ELECTRODE REQUIRED PER
<br />ART 2W-W.. I~~~ N.E.C. MUeT
<br />6E INePECTED PRIOR TO CONCRI:TE
<br />PLACEMENT
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<br />./ ATTI<<"
<br />
<br />
<br />ARKA Y ENGINEERING INC.
<br />&TRU TUfi'.~L e;NC2INg.:.r~...
<br />
<br />
<br />RIC"Af!/j F~().I PJ
<br />
<br />
<br />
<br />FLORIDA LICENe,E NUY.SER 31~~
<br />
<br />I I-lER6Y CERTIFY THAT TI-H::e,E FLANe ,4ND &FECIF1CAT10N&
<br />WA& FREPARED BY ME OR UNDER MY DIRi::CT e,UFERVI&ION
<br />ARE IN COMPLIANCE WITH THE FLORIDA 6UILDINC2 CODE 2001
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<br />4 OF 4
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<br />ARKAY t 812,3
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