|
<br />I,
<br />
<br />112" CDX OR 1/16" 0013 ROOF oHEATl-llNG
<br />NAIlED 6" OC ON ALL EDGEe. AND IN THE
<br />FIELD WITI-l 8D NAILo, :.J&E e.TEEL PL'rCLJPe.
<br />AND "I!) FELT WITI-l ELK DIM!$N510NAL
<br />5HINGLES, '
<br />
<br />
<br />MiNIMUM R-19 INOOLA TiON IN
<br />ALl.. ATTIC AND KNEE WALL
<br />A""EA5
<br />
<br />5EE ROOF TRti56 PLAN
<br />FOR TIE DOWN DET AIL6
<br />
<br />2 X 6 UJOOD 5l\B FACI6A
<br />NAILED TO ENDS. OF TRUCeE5
<br />WITI-l 12.) I~D COMMON NAILS
<br />
<br />~
<br />
<br />/12" CEILING nPE G'rPOOM BOARD
<br />DOUBLE 2 X 6 "2 &PRUCE TOP
<br />PLATE5, NAIL TO 6TUD5 WITI-l
<br />(3) !~D COMMON NAIL6
<br />
<br />l ALUMINUM SOFFIT AND FA5CIA
<br />
<br />DBL 2 X 12 "2 PINE BEAM WITI-l ONE
<br />LA'rER 112" PI.'rWOOD iN CENTER,
<br />PAD OUT OUT WITI-l 2 X 4 "2 5PRUCE
<br />TO TI-lICKEN OF WALL
<br />
<br />WINDOW OR DOOR
<br />OPENING, 5EE CI-IART
<br />
<br />112" G'rP&:.JM WALl.. BOARD
<br />
<br />2 X ~ "2 5PRUCE STUD WALL &PACE I~" OC
<br />
<br />LAP WALL 5HEATHINc:. FROM LEVEL TO
<br />24' DOWN TO LEVa ONE WALLe, NAIL
<br />6" OC ON eTUD6 AND 3" OC ON ALL
<br />PLA TE6 lUiTI-l 16D COMMON NAILS
<br />
<br />3/4" T'6 PL'rUJOOD GLUED AND
<br />NAILED WITI-l 100 NAILS 6" OC
<br />
<br />
<br />Li5E &IMP50N M5TA.30 FLAT e.TRAP5
<br />AT LOCA TIONe. 5HOWN ON FLOOR PLAN
<br />FROM 6TUD5 OF 5ECOND FLOOR OYER
<br />LAPPING FLOOR JOI6T AND DOlLN TO
<br />LEVa ONE DOUBLE TOP PLATE. FILL
<br />NAIL HOI.Ee. WITI-l 100 NAIL6
<br />
<br />&INGLE 2 X & 5PRUCE BOTTOM PLATE
<br />NAilED TO e.TUD WITI-l (3) '&D COMMON
<br />NAll&, NAil WALL TO FLOOR JOIST WITI-l
<br />(3) 16 COMMON NAIL5
<br />
<br />+
<br />
<br />16' FLOOR JOIe.T
<br />
<br />(
<br />
<br />112" CEILING rT'PE G'rP6UM BOARD
<br />
<br />DOUBLE 2 X & "2 &PRUCE TOP
<br />PLATES, NAIL TO eTUDe WITI-l
<br />(3) 16D COMMON NAIl5
<br />
<br />DBL 2 X 12 "2 PINE BEAM '.lJITI-l ONE
<br />LA'rER II:/" PI. 'rWOOD iN CENTER,
<br />PAD OUT OUT WITJ.1 2 X 4 "2 &PRUCE
<br />TO T\4ICKEN OF WALl.
<br />
<br />WINDOW OR DOOR
<br />OPENING, &EE CI-IART
<br />
<br />2 X 6 "2 5PRUCE eTUD WALL &PACE 1&" OC
<br />
<br />112" G'rP&UM WALl.. BOARD
<br />
<br />112" CDX pR 1/16' 056 WALL 5HEATI-lING
<br />NAILED &" OC ON VERTICAL SlTUD5 AND
<br />3' OC O~ TOP AND BOTTOM PLATE6.
<br />COYER uJALL 1.lJ1T\4 TYYEK I-IOUOE WRAP
<br />
<br />R-I~ IN6ULATION IN All..
<br />EXTERIOR WALL5
<br />
<br />8" JAME6 HARD I LAP &IDING, IN5TAlL
<br />WITI-l 80 R6 GAL v NAIL6 16" OC.
<br />
<br />T'rPICAl 4" CONCRETE &LAB WITI-l WIRE MEeH
<br />OR FleER MEeH AND 6 MILL vl6QUEEN OvER ~
<br />CLEAN COMPACT TERMITE TREATED 5011. t
<br />
<br />/L--~
<br />
<br />
<br />.
<br />
<br />
<br />r-
<br />"!) vERTICAL. REeAR FROM FOOTING5
<br />TO TOP OF 5TEM 5PACED Ae 51-1OWN
<br />ON FOUNDATION PLAN
<br />
<br />2 X 6 p,T. PLATE, NAIL THROUC:.I-l PLATE
<br />IN TO 6TUD5 WITI-l (3) 1&0 COMMON NAIL.5
<br />~ BOL.T5 WALl.. TO FL.OOR WITI-l 112" X 8' A301
<br />ANCI-lOR BOl T6 WITI-l 112" X 2" 5QUARE
<br />WAeHEr'<5
<br />
<br />
<br />o 5TEM WALl- NOTE, 5TEMWAll. HEIGHT TO BE DETERMINED
<br />PER TJ.1l! OWNER' CONTRACTOR TO FIT TJ.1E 51TE
<br />(MAXIMUM 4 EXPoeED COUR5E6 iN HEIGl-lT IF MORE
<br />THAN 4 COCR&E6 ARE NEEDED _ CONTACT ENGINEER
<br />PRIOR TO FOUNDATION POUR.
<br />
<br />
<br />12' X 20"" FOOTING5 WITI-l
<br />(3) os REBAR ON CI-lAIR&
<br />!!>PACED MAXIMUM 24" OC
<br />
<br />BOTTOM OF FOUNDATION
<br />MINiMUM 12" eaow C:.RApE
<br />
<br />2 STORY 2 X ~ EXTERrOR WOOD WALL
<br />
<br />eTRAP eTUDe TO PLATEe UelNG
<br />1 EACI4 elMPeoN ~P2 AT TOP
<br />FILL. ALl.. NAIJ_ HOlEe WITH 100
<br />X I 1/2' NAILe
<br />
<br />k .~._ '0 ~". ~~
<br />
<br />
<br />I EACI4 &IMP50N 5Pl AT BOTTOM
<br />FILL ALL NAIL HOLEe WITH 10D X
<br />1 112' NAlle
<br />
<br />INT eTUD WALL
<br />P,T, PLATE ANCHORED
<br />WITI-l 112" X 8" ANCHOR
<br />BOlT5 AT 24' O,C OR S/6"
<br />X 1" EXPAN510N BOLTe
<br />
<br />
<br />\:
<br />
<br />6X6 10110 UiUiM
<br />OR FleERMEeH
<br />
<br />
<br />4" CONCRETE e.LAB
<br />MiN. <SOO F'el
<br />OYER TREATED
<br />COMPACTED Fill.
<br />
<br />4"
<br />
<br />2-OS REBAR
<br />ON CHAIRe
<br />
<br />LOAD 6EARING GARAGe FOOTING
<br />
<br />INT eTUD WAL.L.
<br />P,T, PLATE ANCHORED
<br />WITH BOt.. Te AT 24" O.C,
<br />
<br />4" CONCRETE eLAB
<br />MIN. <SOO 1"'&1
<br />OYER TREATED
<br />COMPACTED FILL
<br />
<br />6~6 10/10 WWM
<br />(OR EQJAU
<br />
<br />
<br />4"
<br />
<br />~ --
<br />/ / 1211
<br />,
<br />,
<br />
<br />I-IS REBAR
<br />ON C~AIRe
<br />
<br />
<br />NON LOAD 6EARING GARMe FOOTING
<br />
<br />TI-lE CLIENT UNDERSTAND5 T~AT TI-le DE61GNER CARRIE5 NO LIAelLITY INQlJRANCe AND THEREJ<ORE
<br />AC:.REES TO HOLD I-lARMLE&6, IDEMNIF'r, AND DEFEND DESIGNER FROM ALl.. CLAIMS, LO&6E& AND
<br />EXPEN&E6 (INCLUDING REAeoNABLE ATTORNEY FEE6) ARI&ING OUT OF OR RE6UL.TING FROM THE
<br />PROJECT, THE DESIGNER WilL IN GOOD FAITI-l ATTEMPT TO PROYIDE ERROR FREE CON6TRUCTION
<br />DRAWING6, BUT IN THe EVENT ERRORe. OCCUR TI-lE DE51GNER WILL NOT ee LfAeL.E FOR coeT OF
<br />REPAIR5 OR DELAY TO TI-lE CON6TRUCTION
<br />
<br />MiNIMUM R-I~ iN6ULATION iN
<br />ALl.. ATTIC AND KNEE WALL
<br />AREA5
<br />
<br />112" CDX OR 1/16' 056 ROOF SI-IEATHING
<br />NAilED &" OC ON ALl.. EDGE5 AND iN THE
<br />FIELD WITI-l 8D NAILS, :.JeE 5TEEL PI. 'rCL,P5
<br />AND "IS FELT WITI-l ELK DIMENSIONAL
<br />&l4iNGL.E6,
<br />
<br />&EE ROOF TRU&6 PLAN
<br />FOR TIE DOlLN DET AIL.6
<br />
<br />
<br />
<br />ENGINEERED ROOF
<br />TRU&5Ee. 24" OC
<br />
<br />2 X & WOOD 6UB FACI&A
<br />NAilED TO END6 OF TR\.i66E6
<br />WITI-l (2) 16D COMMON NAIl5
<br />
<br />~
<br />
<br />ALUMINUM 60FFIT AND FA5CIA
<br />
<br />112" CEILiNG TYPE GYF6UM BOARD
<br />
<br />oEi:
<br />
<br />DoueLE 2 X 6 "2 SPRUCE TOP
<br />PLATES, NAIL TO STUD5 WITI-l
<br />(3) 160 COMMON NAIL5
<br />
<br />I-lARDI TRIM BOARD
<br />WINDOW OR DOOR NAILED 6" OC WITI-l
<br />OPENING, SEE CHART 100 NAIL.S
<br />
<br />DeL. 2 X 12 "2 PINE BEAM WITI-l ONE
<br />LA'rER 112" Pl'rWOOD iN CENTER,
<br />PAD OUT OUT WITI-l 2 X 4 "2 6PRUCE
<br />TO Tl-liCKEN OF WALL
<br />
<br />2 X & "2 6F'R\.ICE &TUD WALL 6PAce 16" OC
<br />
<br />112" GYPSI.JM WALl.. BOARD
<br />
<br />1/2" CDX OR 1//6" 056 WALL 6HEATI-lING
<br />NAIlEO &" OC ON VERTICAL. 6TUDe AND
<br />3' OC ON TOP AND BOTTOM PLATES,
<br />COYER WALL WITI-l TYVEK HOLSE WRAP
<br />
<br />R-I~ IN6ULAT10N iN All..
<br />EXTERIOR WALLS
<br />
<br />6' JAMEe. ~ARDI LAP &IDING, iNe.T ALL
<br />I WT 6D .. GAL y NA'L. ,.. CC. 1::' "sL
<br />
<br />
<br />~t1,~uP>V. Q:f!f<><::*Mr, >. j
<br />A " ' J,- o..r- l \
<br />,~! L,)<7- /
<br />~'6 P. T, PLAUO. NAIL THROUC:.H PLATE
<br />IN TO 6TUD6 WITI-l (3) 160 COMMON NAI1.6
<br />~ BOl T6 WALl.. TO FLOOR UJITI-l II:/" X 8" A.301
<br />ANCI-IOR BOL. TS WITI-l 1/2" X 2" 6QUARE
<br />UJASl-lER5
<br />
<br />o 5TEM WALL NOTE: STEMWALL l-+EIGHT TO BE DETERMINED
<br />~ PER TI-lE OWNER' CONTRACTOR TO FIT TI-lE 61TE
<br />16' '1 (MAXIMUM 4 EXP05ED COUR6E6 IN HEiGI4T IF MORE
<br />TI-lAN 4 COUR6E6 ARE NEEDED _ CONTACT ENGINEER
<br />PRIOR TO FOUNDATION POUR.
<br />
<br />10' X 1&'" FOOTINGo WITJ.1 BOTTOM OF FOUNDATiON
<br />(2) "!) REeAR ON CI-lAIR5 MINIMUM 12" BELOW C:.RADE
<br />!!>PACED MAXIMUM 24' OC
<br />
<br />
<br />T'rPICAL 4" CONCRETE &LAB 1.lJITI-l WIRE ME6H
<br />OR FleER ME6H AND & MilL vl6QUEEN OYER ~
<br />CLEAN COMPACT TERMITE TREATED 50IL t
<br />
<br />
<br />r-
<br />"S VERTICAL REeAR FROM FOOTING5
<br />TO TOP OF &TEM 5PACED A6 61-1OWN
<br />ON FOUNDATION PLAN
<br />
<br />g
<br />
<br />2 X ~ SINGLE STORY EXTERrOR WOOD WALL
<br />
<br />
<br />
<br />(1) 6IMP50N H.2!) CLIP ON ALl.. FLOOR
<br />TRUS&ES TO TOP PLATE OF WAL.l, Fill..
<br />All. NAil HOLES WITI-l 100 X 1 112' NAlle
<br />
<br />L
<br />
<br />FLOOR JOIST
<br />
<br />(1) 5IMF50N 6P2 CLIP ON All. 5TUD6
<br />AT TOP, FIL.l ALL NAIL HOL.E5 WITI-l 100
<br />X I II:/" NAIl6
<br />
<br />
<br />DOU6LE 2 X 4 5PRUCE TOP PLATE
<br />NAIL WITI-l (3) I&D NAILED TO &TUD6
<br />THROUCirI-l &INGLE PLATE TJ.1EN NAIL
<br />""EMAiNING PLATE WITH 16D NAILS
<br />6'OC
<br />
<br />I
<br />
<br />DeL 2 X 12"2 PINE BEAM WITH ONE LAYER
<br />112' PI. 'r WOOD IN CENTER OvER All. INTERIOR
<br />OPENINGS, 5TRAP EAC14 END WITI-l (2) 61MP&ON
<br />LeT AI& 6TRAPS TO DOU6LE eTUD PACK, FILl.. AL.l
<br />NA!l f-IOlE6 WITI-l 100 X I 1/2" NAIl6
<br />
<br />2 X 4 "2 5FRUCE STUD6 SPACED 16" OC
<br />WITI-l 112" G'rPQlJM WALl. BOARD EACH 61DE
<br />
<br />~
<br />
<br />(1) &IMP50N 5F'1 CLIP ON AL.1. STUD6
<br />AT BOTTOM, FILL ALl.. NAIL HOLES WITI-l
<br />10D X I 112" NAIle
<br />
<br />S/6" X l' ( 112" BOLT SIZe.; ""ED HEAD EXPANSION
<br />eol.. T WITI-l 112' X 2" 5QUARE WA5HER &PACED 16"
<br />OC THRU BOTTOM PLATE TO &ECI...RE TO &LAe
<br />
<br />
<br />&INGlE 2 X 4 P.T. BOTTOM PLATE
<br />NAil WITI-l (3) '&D NAILED TO &TUD6
<br />
<br />T'rPICAl 4" CONCRETE &LAe
<br />
<br />t
<br />
<br />- - - ~~-
<br />0/11
<br />t
<br />
<br />~o
<br />
<br />INTERIOR FooTING6 WITI-l i
<br />(2) os REBAR ON CHAiRS
<br />&PACED 24" OC,
<br />
<br />16"
<br />
<br />{
<br />
<br />f
<br />
<br />24"
<br />
<br />elNGLE INTERIOR SEARING FOOTING. WALL DETAIL
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<br />~ II> 12" X ~2' X ~2" PAD WITI-l
<br />: 1<1.. 4 EACI4 ":, RE6AR EACH
<br />() , 't. DIRECTION
<br />i ~ ,
<br />III II>
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<br />45' 0"
<br />
<br />14' 011
<br />
<br />14' 011
<br />
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<br />
<br />10' 811
<br />
<br />45' 0"
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<br />
<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />16' 0"
<br />
<br />NON LOAD BEARiNG MONO
<br />CSARAGE STEP FOOTiNG
<br />
<br />I / I
<br />I I
<br />: / :
<br />, / '
<br />I I
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<br />
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<br />
<br />12" X ~2" X 32" PAD WITI-l
<br />4 EACI-l ":, RE6AR EACH
<br />DIRECTION
<br />
<br />C:.ARAGE &LAB MINIMUM
<br />4" BELOW HOUSE 5LAB
<br />
<br />I~' lOll
<br />
<br />/
<br />/
<br />/
<br />/
<br />
<br />21' 611
<br />
<br />-
<br />-
<br />
<br />1'0"
<br />
<br />ALL FIXTURE LOCATIONS MUST 6E vERIFIED FROM FLOOR PLAN
<br />AND IS THE REOPONSISILITY OF PLUMSINu CONTRACTOR TO PLACE
<br />FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A
<br />STRUCTURAl. PART OF DRAWINu5 AND MAY vARY IN FIELD lUITI40UT
<br />APPROVAL FROM ENulNEER OF RECORD,
<br />
<br />.!) VERTICAL REBAR AND FilLED
<br />CELLS FROM FOOTING5 TO TOP
<br />COAR5E OF STEM WALl.
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<br />ARKA Y ENulNEERING INC.
<br />E!>TRUCTURAl. ENGINEERE!>
<br />
<br />RIC~ARD L. KIDDEY P,E.
<br />FLORIDA LICENee NUM6ER 312~~
<br />
<br />r HER6Y CERTIFY THAT THeee PLANe AND e.PECIFICATION5
<br />WERE PREPARED 6Y ME OR UNDER MY DIRECT $UPERvreION
<br />ARE IN COMPLIANCE WITH TI-IE FLORIDA 6UILDING CODE 2001
<br />FOR 110 MPH ( 3 &ECOND GUST) WIND ZONE - so MPH FASTEST
<br />e.PEED
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<br />
<br />15T LIVING
<br />2ND LIVING
<br />
<br />11~1
<br />10~S
<br />
<br />TOTAL
<br />
<br />2832
<br />
<br />GARAGE
<br />FRONT
<br />FORC~
<br />REAR
<br />FORC~
<br />
<br />403
<br />
<br />43
<br />
<br />233
<br />
<br />TOTAL
<br />
<br />3SI1
<br />
<br />pc:,
<br />.3 OF ~
<br />
<br />ARKAY .. ~
<br />
<br />..
<br />
|