|
<br />GENERAL NOTEe:
<br />
<br />THI5 BUILDING 1,-lA5 BEEN DE51GNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001.
<br />
<br />ARKAY ENGINEERING INC. A REGleTERED LlCEN5ED, FLORIDA PROFEMrONAL 5TRUCTURAL
<br />ENGINEERING COMPANY. l,lA5 APPLIED" RATIONAL ANALY515" FOR THE 5Tf~UCTURAL DE51GN
<br />OF THIE!I eTRUCTURE
<br />
<br />THE BUILDING ( INCLUDING ALL COMPONENTe AND CLADDING5 eHALL Be DE51GNED FOR THE
<br />FOLLOWING OOPERIMP05ED LOADe
<br />
<br />FLOORe.
<br />LIVE LOADe - 40 P.5.F.
<br />DEAD LOADe - 10 P.E!I.F.
<br />
<br />GARAGE eLAB,
<br />LIVE LOADe - 00 p.e.F.
<br />DEAD LOADe - 10 p.e.F.
<br />
<br />50lL TERMITE TREATMENT:
<br />
<br />INITIAL eolL POleONING TREATMENT eHALL BE DONE AFTeR ALL EXCAVATION
<br />BACKFILLING << COMPACTING ARE COMPLETE (PER FBC 1816.1.1>
<br />
<br />THEeE PLANe WERE DRAWN BAeED UPON AN ALLOWABLE eOIL BEARINe:. CAPACITY OF
<br />2000 p.e.F.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER 18 REepON81BLE FOR vERIFYINCt
<br />THAT THE eolL ON THE elTE 15 PROpeRLY PREPARED AND COMPACTED OOCH THAT IT CAN
<br />OOPPORT A 2000 p.e.F. FOUNDATION LOADING
<br />
<br />ANY eolL DI8TURBED AFTER THe INITIAL TREATMENT e.HALL Be Re TREATED
<br />( INCLUDING ANY BO><ED OR FORMED AREA8) (PER rec 18161.2,)
<br />
<br />BO><ED AREA8 IN THE CONCRetE 5LAB FOR IN8TALLATION OF TRAP8 eHALL Be MADE
<br />WITH PERMAMENT METAL OR pLA5TIC FORM5. PERMAMENT FORMe MU5T Be OF AN ADEQUATe
<br />elZE << DEPTH TO ELIMINATE ANY DI8TURBANce OF THe eolL AFTER THE INITIAL TREATMENT
<br />(PER FBC 1816.1.3)
<br />
<br />A MINIMUM 6 MILL VAPOR BARRIER MU8T BE INeT ALL ED TO PROTECT ACtAINeT RAINFALL
<br />DILUTION IF RAINFALL OCCURe BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT eHALL
<br />BE REQUIRED (PER FBC 1816.1.4)
<br />
<br />ALL BUILDING8 ARE REQUIRED TO HAve A PRE CONeTRUCTION TERMITe TREATMENT
<br />(PER FBCI816.1.1)
<br />
<br />AFTER ALL WORK Ie COMPLETE ANY LooeE WOOD AND FILL MueT BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THe BUILDING. THI5 e.HALL INCLUDE ALL GRADE eT AKEe TUB
<br />TRAP BO><E5, FORMe, e.HORINCt AND ANY OTHER CELLULoe.e CONTAINING MA TERIALe
<br />(PER FBC 2303.1.3)
<br />
<br />NO WOOD VEGETATION, eTUMPE!I, CARDBOARD, TRA5H, ETC, e.HALL BE BURIED WITHIN IS' 0"
<br />OF ANY BUILDING OR PROPOe.ED BUILDING (PER FBC 23031.4)
<br />
<br />ANY CONCRETe OVER POUR MORTAR OR eTUCCO MATER/ALe ALONG THE FOUNDATION PERIMeTER
<br />MueT BE ReMOVED PRIOR TO EXTERIOR eolL TREATMENT (PER FBC 1816,I.S)
<br />
<br />EXTERIOR eolL TREATMENT MueT BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12. OF THE eTRUCTURE e.IDE WALLe (PER FBC 1816,1.6)
<br />
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER eHALL BE INeT ALLED AFTER CONeTRUCTION Ie
<br />COMPLeTE ( INCLUDING LANDecAPING AND IRRICtATlON) ANY eolL DleTURBED AFTER THe
<br />VERTICAL BARRIER Ie APPLIED, e.HALL BE RETREATED (PER FBC 1816,1.6)
<br />
<br />IRRIGATION I ePRINKLER E!lYEHeMe INCLUDING ALL RI5ERe AND ePRAY HEADe eHALL NOT BE
<br />IN8TALLED WITH 12" OF THE BUILDING elDEWALLe (PER FBC 1503.4.4)
<br />
<br />CONDENeATE AND ROOF DOWN epOUT8 DIe.CHARGE AT LEAeT 12. AWAY FROM THe BUILDING
<br />e.IDe WALLE) (PER FBC 1003..4.4)
<br />
<br />THE DIE)T ANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONE), PAINT AND DECORATive
<br />CEMENTITloue FINleH LE:e.5 THAN S/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH CtRADE E)HALL NOT BE LEM THAN 6" TO ALLOW FOR INe.PECTION FOR FUTURE
<br />TERMITE INFEeTATION8 (peR FBC 1403,1.6)
<br />
<br />A " CERTIFICATE OF COMPLIANce" eHALL BE leeUED TO THE BUILDING DEPARTMENT BY A LICENe.ED
<br />PEE)T CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE IMUED. THE CERTIFICATE
<br />eHALL E)TATE. (PER Fec 18\S,1.1)
<br />
<br />" THe BUILDING HA5 FCECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF OOBTERRANEAN
<br />TERMITEE). THE TREATMENT 15 INACCORDANCE WITH THE RULEe AND LAW5 OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONeUMERE) e.ERVICEe
<br />
<br />A PERMAMENT elGN THAT IDENTIFiEe THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INePECTION
<br />AND TREATMENT CONTRACT RENEWAL eHALL BE PROVIDED. THE elCtN e.HALL BE POeTED NEAR THE WATER
<br />HEA TER OR ELECTRICAL PANEL (PER FBC 104,2,6)
<br />
<br />e.ECURING PFCEHUNG TO BUCK eTRIPe
<br />PER YOUR MANUFACTURE8 INeTRUCTION8
<br />TO MEET WIND LOADe AND COMPREe.eION5
<br />RATINCte FOR YOUR JOB LOCATION. ALL
<br />ANCHOR e.cREW5 MueT PENetRATE BLOCK
<br />WALL A MINIMUM OF I 1/4" AND THERE e.HALL
<br />BE A MAXIMUM 114. ePACE BETWEEN BUCK
<br />AND DOOR JAMB
<br />
<br />"c" eHAPED FLAe.HING (0.026") ANCHORED
<br />TO FAeclA WITH 110 X 1 1/2" e.M.8. (I) PER
<br />TRUe.5 OR RAFTER TAIL AND 110 X 3/4. E).M.e.
<br />12" OC ON FA&cIA
<br />
<br />ALTERNATE CONNECTION,
<br />ueE 16 >< 1 1/4" LONCt e.M.e. e.cREW (3)
<br />PER PAN INTO FA&cIA THRU " BO><ED"
<br />PAN END
<br />
<br />ROOF.
<br />
<br />
<br />16 X M6" 8.M.8. &cREW (3) PER
<br />PAN << (I) PER RIe.ER TOP << BOTTOM
<br />
<br />WIND,
<br />
<br />LIVE LOADe <TRUe.5 TOP CORD) - 20 P.8.F.
<br />DEAD LOADe (TFCue5 TOP CORD) - 10 p.e.F. 16 p.e,F. WHEN TILE ROOF INeTALLED
<br />DEAD LOAD (TRUe8 BOTTOM CORD) - 10 p.e,F.
<br />A8eUMED TRU88 e.ELF WEIGlHT ( DEAD LOAD) - 1 p.e,F.
<br />
<br />BUILDINCt 15 DEelGNED TO CONFORM TO A8CE 1-~, CHAPTER 1&, PER FLORIDA BUILDINCt
<br />CODE 2001 5ECTION 11&06.1.1
<br />
<br />ROOF PAN
<br />
<br />WIND DEelGN Ae.OOMPTIONe,
<br />
<br />eUILDING EXPOOORE - B
<br />BUILDINGI IMPORTANCE FACTOR. 1.0 (CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LEe.8
<br />HEIGHT << EXPOOORE ADJ.J8TMENTe COEFFICIENT. 1.0
<br />ENCLOe.ED BUILDING
<br />INTERNAL PRE800RE COEFFICIENT. + I - 0.16
<br />eeE WIND e.PEED INFORMATION eTATED ON PLANe
<br />
<br />EXIE)TING FAe.clA
<br />
<br />ROOF PANEL TO FAeCIA CONNECTION
<br />NO eCALE
<br />
<br />50lL SEARING. COMPACTION:
<br />
<br />ARKAY ENGINEERING INC. A REGleTERED L1CENe.ED FLORIDA PROFEe.eIONAL eTRUCTURAL
<br />ENGINEERING COMPANY, DEe.IGNED THEeE FOUNDATIONe WITHOUT VlelTING THE CONeTRUCTION
<br />e.ITE NOR PERFORMING ANY eolL TEeTING
<br />
<br />ARKAY ENGINeERINCt INC e.HALL NOT BE REepONe.IBLE FOR THE ellE ec IL ABILITY TO OOPPORT
<br />THE BUILDINCt LOADe
<br />
<br />FOUNDATION . 8LAS - ON- GRADE NOTE8 :
<br />
<br />BUILDING elTE e.HALL aE e.cRAPED TO REMOVE ALL ORGANIC MA TERfAL8..
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, e.HALL BE COMPACTED
<br />OOCH THAT IT CAN ADEQUATELY OOPPORT A 2000 p.e.F. FOUNDATION LOADINCt. eLAB
<br />5HALL BE PLACE OVER A 6 MIL vAPOR BARRIER Ot~ CLEAN ADEQUATELY COMPACTED
<br />
<br />tmctirJ~IiI~~D~~~f~u~~~NDATION AND eLAB8 e.HALL HAVE A MINlt1UM 26 DAY
<br />COMPREMIVE eTRENGTH OF 2000 p.e.F.
<br />
<br />FCEINFORCINCt eTEa eHALL BE CtRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH AeTM A ~IS. LAP 5PLlCEe, WHERE REQUIRED e.HALL BE A MINIMUM OF 2S" FOR
<br />IS RE6AR , 30" FOR 16 REBAR << 3S" FOR., RE6AR
<br />
<br />ATTACH MINIMUM 3/4. P.T. BUCK
<br />eTRIP THAT 18 THE MINIMUM WIDTH
<br />OF DOOR FRAME Ue.\NG .0~1XI 3/6"
<br />T- NAILe MAXIMUM 10" OC.
<br />
<br />TRU85E8:
<br />
<br />IF THE CONTRACTOR , TRUM MANUFACTUFCE OR ANY OTHER DEe.IGN PROFEe.eIONAL REV leE THE
<br />TRUe.5 E!lyeTEM LAYOUT FROM THOe.E e.HOWN ON THEe.E PLANe ARKAY ENGINEERING, INC 15
<br />FCEQUIFCED TO FCEVIE1.U ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH THE
<br />DEe.IGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />
<br />
<br />PLANe ARE ENGINEERED FOR A MAXIMUM eTEMWALL HEIGHT OF 4 COURee8 ( AFTER
<br />FINAL elTl: GRADING) THE CONTRACTOR OR BUILDING OWNER e.HALL DE1ERMINe THE
<br />EXACT 8TEMWALL HEIGHT BAeE UPON e.ITE CONDITlON5 PRIOR TO POURING THe FOUNDATION
<br />AND CONTACT ARKAY ENGINEERINe:. WHEN MORE THAN 4 COUReE ARE REQUIRED
<br />
<br />A FOUNDATION OORVEY e.HALL BE pERFORMED AND A COpy OF THE OOR,VEY eHALL BE ON e.ITE
<br />FOR THE BUILDING INe.PECTORe Ue.E , OR ALL PROPERTY MARKER8 e.H~,LL BE EXPOe.ED AND A
<br />eTRING E)TRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED e.Er BACKe
<br />
<br />EXTERIOR LUINDOWe . DOORe:
<br />
<br />ALL EXTERIOR WINDowe << GLAe.8 DOCRe OR ENTRANCE DOOR e.HALL BE TEeTED IN ACCORDANCE WITH
<br />ANel/AMMA/NWUJDA 101lle2 eTANDARD ,~ND aEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERleTIC5 AND APPROVED PRODUCT TEeTINCt ENTITY
<br />
<br />ALL MULLlON5 AND ADJACENT DOORIUJINDOW AMEMBLlEe e.HALL BE TEeT OR ENGINEERED TO TRANe.FER
<br />I.S TIMEe THE DEe.IGN LOADe TO THE ROUGH OPENINCt e.UBeTRATE
<br />
<br />INeTALL ALL WINDowe AND DOOR AUEMBLlEe PER THE MANUFACTURE ANCHORING RECOMMENDATIONe
<br />TO ACHIEVE THF: DEelGN PREe.OOREe e.PECIFIED
<br />
<br />CAULK DOOR FRAME PER YOUR
<br />MANUFACTUREe FCECOMMENDA TION8
<br />
<br />DD
<br />DD
<br />
<br />MA50NRY LUALL5:
<br />
<br />CONCRETE MAeoNRY UNIT 5HALL BE HOLLOW UNIT MAe.ONRY IN ACCORDANCE WITH AeTM C-W
<br />AND eHALL HAVE MINIMUM F'M OF ISoo p.e.l.
<br />
<br />MORT AR e.HALL CONFORM TO A5TMC -210 AND 5HALL BE EITHER TYPE M OR e
<br />
<br />REINFORCING eTEEL eHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WI1H AeTMA-I&IS. LAP WLlCE8 WHERE REQUIRED e.HALL BE A MINIMUM OF 2S" FOR IS RE6AR
<br />30" FOr"t 16 RE6AR AND ~S" FOR ., RE6AR.
<br />
<br />ELECTRICAL, PLUMSING, . MECHANICAL:
<br />
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (J) OF THE FLORIDA ADMINleTRATlvE CODE. ELECTRICAL
<br />PLUMBINCt AND MECHANICAL eyeTEM8 e.HALL BE DEe.IGNED BY THE REePECTlvE CONTRACTOR TO
<br />M,EET ALL APPLICABLE CODE8. THE ELECTRICAL, PLUMBING AND MECHANICAL eyeTEMe DRAWN HERON
<br />ARE BAeE UPON A DEe.ICtN PROVIDED BY THE OWNER TO ADDFCEe5 Hie/HER REQUIREMENTe.
<br />
<br />ALL ELECTRICAL OUTLETe IN BATHROOMe, KITCHEN, (uJITHIN 6' FEet OR e.INKe), GARAGE AND AT
<br />EXTERIOR LOCA TION5 eHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />
<br />ALL ELECTRICAL OUTLETe IN BEDROOMe <<FIXTURE5 e.HALL BE WIRED INTO AN ARC-FAULT INTERRUPTER
<br />.AFI" CIRCUIT
<br />e.MOKE DETECTOR8 5HALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAe ADJACENT
<br />TO BEDROOM AND OTHER LlvlNCt AREAe
<br />
<br />GROUND WIRE FORM RE6AR TO ELECTRICAL PANEL PER N.e,c.
<br />
<br />SLOCK DOOR ATTACHMENT DETAIL
<br />
<br />GROUT FOR THE POURED CELLe AND L1NTeLe e.HALL HAVE A MAXIMUM COUReE AGGREGATE elZE
<br />OF 3/8" PLACED AT 6 TO II INCH e.LUMP AND HAVE A MINIMUM 26 DAY COHPREMIVE eTRENCtTH OF
<br />2000 p.e.I. ( WHEN TEeTED PER AeTM C-IOI~ )
<br />
<br />PROVIDE CLEAN OUT OPENING5 ( 12 e.Q. IN, ) IN CELLE) CONTAINING e.PLlC8) REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDe S FEET IN HEIGHT
<br />
<br />ROOFING . FLA5~INGe:
<br />
<br />ROOFING 8yeTEM AND FLAe.HINCt A5 eTATED IN PLAN5 MU5T CONFORM TO CHAPTER IS OF THE FLORIDA
<br />BUILDING CODE 2001. FLAeHING WECIFIC e.ECTION 1e;01.3.~ CONTRACTOR OR OWNER MueT PROViDE WITH
<br />pLAt-18 e.PECIFIC PRODUCT INFORMATION DETAILING INeTALLATION OF PRODUCT TO MEET WIND DEe.IGN5
<br />OF THI8 e.ET OF DRAWINCte.
<br />
<br />TIMSER MA TERIAL8:
<br />
<br />ALL TIMBERe MATER/ALe e.HALL BE A8 FOLLOW8,
<br />
<br />LVL BEAM5 eHALL BE (I.~E) MCALLleTER LVL MATERIAL8 MANUFACTURED BY TRUe.8 JOleT
<br />MACMILLAN ( OR EQUAU
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATEe ,PoeT, eTUDe PACK5 AND BEAMe
<br />eHALL BE t2 YELLOW PINE (OR BETTER)
<br />
<br />EXTERIOR AND INTERIOR LOAD BEARING eTUDe 5HALL BE t2 e.PRUCE ( OR BetTER)
<br />ALL OTHER eTUD8 eHALL BE "eTUD GRADE" e.PRUCE e.PACE 16" OC. ALL e.PLlCEe AT
<br />TOP PLATE MueT BE MINiMUM 4'0. AND NAILED 4" OC WITH 120 COMMON NAIL&
<br />
<br />pe.L PoeT 5HALL BE (1.6E) PARALLAM P5L MATERfAL8 MANUFACTURE& ay TRue8JOleT
<br />MACMILLAN ( OR EQUAU. eEE PoeT eUPPORT TABLE FOR LOAD VALUE5.
<br />
<br />EXTERIOR WALL5 5HALL BE CONeTRUCTED WITHin. PLYWOOD OR 1/16" 0.e.6. ( 2-M-W RATING) NAILED
<br />WITH 8D NAILe e.PACF- AT 3" OC ALONG ALL HORllONTAL JOINTe AND EDGE5, 6" OC ALONG ALL VERTICAL
<br />JOINTe AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE eTUDe
<br />
<br />AT OPENING5 s'o" WIDE OR LARGER eTRAP HEADER BEAM TO THE HEADER eTUD8 WITH (2) uep OR e.IMpeON
<br />LeTA24 eTRAP TIEe AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER eTUDe TO FOUNDAllON
<br />WITH U5P OR elMPeoN HTTI6 TEN810N TIE.
<br />
<br />INTERIOR eTUD WALLe TO BE OF 2 X 4 t2 WRUCE OR BETTER WITH elNGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND e.INGLE 2 X 4 t2 E)PRUCE TOP PLATE WITH eTUt:,e e.PACED
<br />MAXIMUM 24" OC. WALL8 TO HAVE 1/2" CtYPOOM BOARD EACH e.IDE, WITH WALLe AT
<br />GARAGlE TO HAVE MINIMUM R-IIINOOLATION
<br />
<br />ANCHOR WOOD eHEAR WALL8 5EGMENTe TO FOUNDATION W1TH elMPeoN LTT20B TEN5tON TiE AT EACH
<br />END OF WALL e.EGMENTe AND AT ANY WALL eEGMENT INTER5eCTION ( BUiLDING CORNER e)
<br />
<br />5AFETY GLAZING:
<br />
<br />THE FOLLOWING 5HALL BE CONelDERED e.PECIFIC HAlARDOUe LOCATION FOR THE FURPOe.E OF
<br />GLAZING
<br />
<br />(l) GLAZINCt IN e.wlNG DOORe, FI><ED AND eLIDING PANEL OF 5L1DING DOORe
<br />AMEMBLIEe
<br />(2) GLAZING IN DOORe AND ENCLoe.UREe FOR HOT TUB5, WHIRLPOOL5, eAUNAe., eTEAM
<br />ROOMe, BA THTUBE) AND e.HOWERe. GLAZING IN ANY PORllON OF A BUILDING WALL
<br />ENCLOelNG THEeE COMPARTMENTe WHEr<E THE BOTTOM EDGE OF THE GLAZING Ie LEe.e
<br />THAN 60" ABove THE DRAIN INLET
<br />(3) GLAZINe:. IN INDiViDUAL FI><ED OR OPERABLe PANEL ADJACENT A DOOR WHERE
<br />THE NEAREeT VERTICAL EDGE 18 WITHIN A 24" RADIU8 OF THE DOOR IN A CLOe.ED
<br />POe.ITION AND WHOe.E BOTTOM EDGE Ie LEe8 THAN 1&0" ABOVE THE FINIe.H FLOOR OR
<br />WALKING OORFACE
<br />(4) GLAZINCt IN AN INDIVIDUAL FI><ED OR OPERABLE PANEL OTHER THAN TH05E LOCATIONe
<br />DEe.cRleED IN ITEMe (2) AND (3) ABOVE. THAT MEeTe ALL OF T~E FOLLOWING
<br />(A) EXPOe.ED AREA OF AN INDiViDUAL PANE GREATER THAN ~ ea. FT.
<br />(B) BOTTOM EDGE LEe5 THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGe GREATER THAN %0" ABove THE FLOOR
<br />(D) ONE OR MORE WALKING OORFACEe WITHIN 36" HORIZONT ALLY
<br />OF THE PLANE OF THE GLAZINCt
<br />
<br />CUT elDEe OF 6LOCK
<br />WALL AND FORM AND
<br />POUR WITI-l CONCRETE
<br />AS eHOUJN
<br />
<br />AFTER CUT AWAY 6LOCK elDES ARE POURED
<br />AND ARE eET, INeERT FRECAeT LINTEL AT TOP
<br />OF WINDOW OFENING AND MUD IN WITI-l MOTAR MIX
<br />
<br />
<br />DRAFT5TOPPING:
<br />
<br />IN elNGLE FAMILY DWELLINGe, DRAFTeTOPPING5 eHALL BE PROViDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERe) IN FLOOR I CEILING Ae5EMBLlE8 e.EPARATING UeEABLE e.PACEe. DRAFTeTOPPING
<br />eHALL BE CONeTRUCTED eucH THAT THE FLOOR I CEILING AMEMBLEY Ie BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREA5 WITH NO AREA GREATER THAN SOO eQ.FT.
<br />
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH IN8 MueT Be COMPLETE. INePECTED AND APPROVED
<br />PRIOR TO REQUEeTING THE FRAMINCt INePECTION.
<br />
<br />iF DEeIRED, EQUIVALENT CONNECTORe MADE BY ANOTHER eUPPLlER MAY BE U5ED IN PLACE OF THE
<br />U8P OR 8IMPe.ON CONNECTOR5 eHOWN
<br />
<br />ATTIC ACCe88:
<br />ATTIC e.PACEe e.HALL BE PROViDED WITH AN INTERIOR ACCEe8 OPENING NOT LEe.8 THAN
<br />22"X36". ACCEee OPENING e.HALL BE ACCEe.E)IBLE AND PROVIDE WITH A LID OR DEVICE
<br />THAT 15 EAelLY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT Ie INeTALLED IN
<br />THE ATTIC, IT eHALL BE INeTALLED IN ACCORDANCE WITH MECHANICAL CODE.
<br />ACCEe8 Ie NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC ePACE , MEAOORED
<br />AT THE ROOF PEAK Ie LEee THAN 24".
<br />
<br />EXI5TING 6LOCK WINDOW OPENING DETAIL
<br />
<br />THE CLIENT UNDERSTANDS THAT THE DEelc.NER CARRIES NO L1A6ILirr IN&JRANCE AND THEREFORE
<br />MREE& TO HOLD HARMLEe&, IDEHNIFY, AND DefEND DEelG.NER FROM ALL CLAIMe, LoeeEe AND
<br />EXPENeES (INCLUDING. REA&oNA6LE ATTORNEY FEES) ARleIN<S OUT OF OR RE&JLTING FROM THE
<br />FROJECT. THE DEelG.NER WILL IN C.OOD FAITH ATTEMPT TO FRovlDE ERROR FREE CONSTRUCTION
<br />DRAUJINc.e, 6UT IN THE EVENT ERRORe OCCUR Tl-lE DEelG.NER WILL NOT 6e L1A6Le FOR coeT OF
<br />REPAIRe OR DELAY TO THe CONeTRUCTION
<br />
<br />0.024" X /2."
<br />oj 'I
<br />~ RleER PANEL
<br />
<br />(3) 16 X lI2" 5.M.e. PER pANEL
<br />
<br />
<br />2 1/4" DIA. THRU - BOLTe
<br />
<br />2\\~t\\ PB
<br />(M.(~ SpAN ~ 9 ~Ol~
<br />
<br />
<br />ALUMINUM eTEEL POeT
<br />
<br />ALUMINUM PAN TO 6EAM CONNECTION
<br />NO eCALE
<br />
<br />3 X 3 ALUMINUM eTEa PoeT
<br />( 0, otoo" 111 I Cr4Je:~S)
<br />
<br />CONCRetE e.LAB
<br />
<br />
<br />6 - 16 x 1 112" e.cREWe
<br />REQUIRE PER PoeT
<br />OR (4) 3/6" THRU BOLTe
<br />WITH NUTe
<br />
<br />2 - 3/6" x 3 1/2" EXPAN&ION
<br />BOL re PER P05T REQUIRED
<br />
<br />
<br />4 "4 "4 "4 .'
<br />. ~ '4 . ~ '4 . ~ '4 . ~,
<br />. ~ '.' ~ '.' ~ '.'
<br />~. ~ 4 ~. ~ 4 ~. ~ 4 ~
<br />~'4 . ~'4 .
<br />,
<br />
<br />poer TO eLA6 CONNECTION
<br />NO eCALE
<br />
<br />ATTACH MINIMUM 3/4" P.T. BUCK eTRIP
<br />THAT 18 THE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME U51NG .0~1 X 1 3/6"
<br />T - NAILe MAXIMUM 10" OC
<br />
<br />e.ECURING WINDOW TO BUCK eTRIPe PER
<br />YOUR MANUFACTURE8 INeTRUCTION TO MEET
<br />WIND LOAD AND COMPREeelON RA TINGe FOR
<br />YOUR JOB LOCATION. ALL ANCHOR ecREW8
<br />MU8T PENetRATE BLOCK WALL A MINIMUM OF
<br />11/4" AND THERE eHALL BE A MAXIMUM 1/4.
<br />e.PACE BETWEEN BUCK AND WINDOW FRAME
<br />
<br />
<br />CAULKED WINDOW PER YOUR
<br />WINDOW MANUFACTUREe 8PECIFIC
<br />RECOMMENDATION8 TO MEET WIND
<br />LOAD AND COMPRE8510N RA TING8
<br />FOR YOUR Joe LOCATION
<br />
<br />SLOCK WINDOW A 11 AC~MENT DeTAIL
<br />
<br />GIN"-~RIN'-::' INC,
<br />.t.L EN<.;jNEE:Rt)
<br />
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<br />RIC"AR~~fl} f(?(ri
<br />
<br />
<br />FLORIDA LICENe.e NUM-;J 3~v
<br />
<br />I HERBY CERTIFY THAT THEeE PLANa AND i'-Pi:C:flCATIONe
<br />WAe PFCEPAFCED BY Me OR UNDer< MY DIReCT elJPERVI510N
<br />ARE IN COMPLIANCE WIlH lHe FLORIDA BUILDING CODe 2001
<br />FOR 120 MPH (3 e.ECOND GUE)V WIND ZONE - 100 MPH FAeTEeT
<br />e.PEED
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