|
<br />ATTAC~ MINIMUM .3/4" P,T, BUCK
<br />eTRIP T~A T Ie T~E MINIMUM WIDT~
<br />OF DOOR FRAME U5INC, .0~1XI .3/e"
<br />T- NAIL5 MAXIMUM 10" OC,
<br />
<br />5ECURINC, PRE~UNG TO BUCK eTRIPe
<br />PER YOUR MANUMCTtlRE6 IN5TRUCTIONe
<br />TO MEET WIND LOAD6 AND COMPRE5510N6
<br />RATINC,5 FOR YOUR JOB LOCATION, ALL
<br />ANC~OR ecREW5 MU5T PENETRATE BLOCK
<br />WALL A MINIMUM OF I 1/4" AND THERE 5~ALL
<br />BE A MAXIMUM 1/4" s.PAce BETweEN BUCK
<br />AND DOOR JAMB
<br />
<br />CAULK DOOR i=RAME PER YOUR
<br />MANUFACTtlREe RECOMMENDA TIONe
<br />
<br />
<br />DD
<br />DD
<br />
<br />6LOCK DOOR A TT ACI-lME:NT DE:T AIL
<br />
<br />GARAGE DOOR TO BE REINFORCED
<br />TO MEET WIND LOAD AND COMPRE5510N
<br />RATINC,5 FOR YOUR JOB LOCATION.
<br />
<br />CEILlNC, RAFTER
<br />
<br />.e
<br />
<br />
<br />ALL TRACK AND ~ARDWARE 5ECURED
<br />PER MANUFACTtlRE 5PECIFICA TION5 TO
<br />MEET WIND LOAD AND COMPRE5510N
<br />RATING5 FOR YOUR JOB LOCATION
<br />
<br />.e
<br />
<br />.e
<br />
<br />4>
<br />
<br />MINIMUM 2 X 6 P,T, 51DE AND TOP PLATE
<br />ATTAC~ED TO BLOCK WALL U51NG 1/2" X e"
<br />ANCI-lOR BOLT5 OR ~/e' x 1" EXPAN510N
<br />BOLT6 4 EAC~ 51DE AND TOP 24" OC
<br />
<br />4>
<br />
<br />.e
<br />
<br />GARAGE DOOR A TT ACI-lME:NT DETAIL
<br />
<br />ATTAC~ MINIMUM .3/4" P,T, BUCK 5TRIP
<br />T~AT 15 T\-jE MINIMUM WIDTH OF YOUR
<br />WINDOW FRAME U5INC, .0~1 X I 3/e"
<br />T- NAIL5 MAXIMUM 10" OC
<br />
<br />5ECURINC, WINDOW TO BUCK eTRIPe PER
<br />YOUR MANUFACTtlRE5 INeTRUCTION TO MEET
<br />WIND LOAD AND COMPREe.510N RA TING5 FOR
<br />YOUR JOB LOCATION. ALL ANC\-jOR ecREW5
<br />MU5T PENETRATE BLOCK WALL A MINIMUM OF
<br />1 1/4" AND T\-jERE 5\-jALL BE A MAXIMUM 1/4"
<br />5PACE BETWEEN BUCK AND WINDOW FRAME
<br />
<br />
<br />CAULKED WINDOW PER YOUR
<br />WINDOW MANUFACTtlREe &PECIFIC
<br />RECOMMENDA TION5 TO MEET WIND
<br />LOAD AND COMPRE5510N RA TING5
<br />FOR YOUR JOB LOCATION
<br />
<br />BLOCK WINDOW ATTACHMENT DETAIL
<br />
<br />e.IMF50N MBHA3.e.6/11..~' HANGER 3/4' A301 ANCl-1OR BOI..T & !!>II~' FROM OF EDGe
<br />OR eQUAl.. FIl..l.. ALL NAIL ~Le5 ~ I OF BLOCK WAU- wlm MIN. 0' EMBEDDED
<br />TO BeAM WITH 10D X I 1/2 T'rFICAL IN ~O Fe.1 CONCRETe GROUT
<br />TRue-a NAILa
<br />
<br />
<br />_____1 III
<br />I'\. dJ I .
<br />
<br />
<br />BI.. 2 X 12"2 FINe BeAM WITH ONe
<br />LAYER 112" CDX IN CeNTER
<br />
<br />FILt..EO CELl.. CTYP)
<br />a' CMU WI woo Fe.1
<br />CONC . t..INTEL WI
<br />I .& <11 MIN, LAP 30"
<br />
<br />6M/WALL CONN
<br />
<br />THE CLIENT UNDER5T AND5 n.lA T T~E DE51GNER CARRIE5 NO LIABILITY IN5URANCE AND n.la'REFORE
<br />AC,REES> TO \-jOLD ~Af<MlE5S>, IDEMNIFY, AND DEFEND DE51C,NEf< FROM ALL CLAIM5, Loe5Ee AND
<br />EXPEN5E5 (INCLUDING REAWNABLE ATTORNEY FEE5) ARI51NG OUT OF OR RE&JLTINC, FROl1 T\-jE
<br />PROJECT, T\-jE DE51C,NER WILL IN GOOD MIT~ ATTEMPT TO FROVIDE ERROR FREE CON5TRUCTION
<br />DRAWING5, BUT IN T\-jE EVENT ERROR5 OCCUR n.lE DE51GNER WILL NOT BE LIABLE FOR C05T OF
<br />REPAIR5 OR DELAY TO n.lE CON!HRUCTION
<br />
<br />a'l X e" X 16" KNOCK OUT BLOCK
<br />TOP COAR5E WIT~ I 'S HORIZONTAL
<br />REBAR TIED TO ALL VERTICAL RODS>
<br />e"
<br />f.=-~ J
<br />~~
<br />~~
<br />
<br />LINTEL LOAD CI-lART ( l~" DEE:P eECTION )
<br />CLEAR 6PAN CONCRETE U LINTEL "POWER" 5TEa "POWER" 6TEa
<br /> BOX LINTEL
<br />I' - ~" 4~e1 PLF ( UNFILLED ) 1010 PLF L-2 ~8~S PLF
<br />2' - 2" 34.3S PLF ( UNFILLED ) 662~ PLF L-2 6830 PLF
<br />2' - e" 2111 PLF ( UNFILLED ) S2~6 PLF L-2 &S4~ PLF
<br />3' - 2" 23.32 PLF ( UNFILLED ) 4soe PLF L-2 4613 PLF
<br />4' - 0" 183~ PLF ( UNFILLED ) 3S35 PLF L-2 36~~ PLF
<br />4' -~" 1624 PLF ( UNFILLED ) 31&4 PLF L-2 3288 PLF
<br />~' - 2" 213~ PLF .. 214~ PLF L-2 .. 2864 PLF ..
<br />~' - 2" 2211 PLF .. 22~8 PLF L-2 .. 2-400 PLF ..
<br />l' - 0" 1~81 PlF .. 2025 PLF L-2 .. 2114 PLF ..
<br />a' - 0" 1123 PLF .. 1168 PLF L-2 .. 221.3 PLF ..
<br />~' _ 2" t4e~ PLF .. 154S PLF L-2 .. IM4 PLF ..
<br />10' - 0" 13~4 PLF .. 1414 PLF L-2 .. 181~ PLF ..
<br />10' - a" 1211 PLF .. 132S PLF L-2 .. 1110 PLF ..
<br />11' - 2" 1200 PLF .. 1230 PLF L-2 .. 16~ PLF ..
<br />12' - 0" IIO~ PLF .. 1118 PLF L-2 .. ISIS PLF ..
<br />12' - e" 1044 PLF .. 1116 PLF L-2 .. 1436 PLF ..
<br />1.3' - 4" 13~a PLF .. P 1381 PLF L-2 .. 6L - I 1.364 PLF ..
<br />14' - 0" 1321 PLF .. P 1321 PLF L-2 .. 5L - 1 12~~ PLF ..
<br />16' - 0" IIS2 PLF .. P 1048 PLF L-2 .. 5L - 1 1131 PLF ..
<br />18' - 0" 1016 PLF .. P 828 PLF L-2 .. 5L - 1 ~60 PLF ..
<br />18' - a" ~11 PLF .. P 110 pLF L-2 .. e.L - t a~3 PLF ..
<br />20' - 0" a16 PLF .. P ~~ PLF L-2 .. 6L - 1 184 PLF ..
<br />22' - a" 18~ PLF .. P S23 PLF L-2 .. 6L - I ~06 PLF ..
<br />
<br />a' X a" X 16" KNOCK OUT BLOCK
<br />TOP COAR6E WIT~ I 'S ~ORIZONT AL
<br />REBAR TIED TO ALL VERTICAL RODS>
<br />a"
<br />f.=-+l J
<br />~-;~
<br />
<br />i
<br />
<br />i
<br />
<br />
<br />BOX eTEEL liNTELS> OVER ALL WINDOW
<br />AND DOOR OFENINC,6, NO 'S REBAR
<br />REQUIRED ON BEAM5 UP TO 24'0"
<br />WIT\-J NO MORE T~AN 60~LB6 PLF
<br />
<br />a" X a" X 16' KNOCK OUT BLOCK
<br />OVER POWER S>TEEL LiNTELe., WIT\-J
<br />1 EACH .S REBAR IN T\-j15 COAR5E
<br />WI-4EN 5FAN OF LINTEL 15 OVER 12'4"
<br />
<br />OPTIONAL POWER BOX LINTEL DETAIL
<br />
<br />OPTIONAL POWER EHEEL LINTEL DETAIL
<br />
<br />1< 2S"> 1
<br />
<br />HORIZONT AI.. LINTEL 'S REBAR
<br />
<br />
<br />1
<br />
<br />a" X a" X 1~" KNOCK OUT BLOCK
<br />TOP COAR6E WIT~ 1 'S \-jORIZONTAL
<br />REBAR TIED TO ALL VERTICAL RODe.
<br />a"
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<br />,~4
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<br />
<br />~OOK LAPe MINIMUM
<br />10" WITH 2 Tlee.
<br />
<br />l' 8"
<br />
<br />
<br />
<br />.----------------------1----------------------1-,
<br />
<br />
<br />
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<br />
<br />ARK Y ENGINEERING INC,
<br />5T TtlRAL ENGINEER5
<br />
<br />
<br />I;/I/)f~' 1ft tV
<br />
<br />
<br />RIC~ARD L, KIOD P,r..
<br />FLORIDA LlCEN5 NUMB~ 31~~
<br />
<br />1 \-jERBY CERTIFY T~AT TI-:E6l: PLAN5 AND 6rEC:FICATION6
<br />WA5 FREPARED BY ME OR UNDER MY OIRECT &JPERVI610N
<br />ARE IN COMPLIANCE WIT\-J T~E FI..ORI1)A BUILDING CODe 2001
<br />FOR 120 MP~ (3 5ECOND C,U5TJ WIND ZONE -100 MP~ FA5Te5T
<br />6FEED
<br />
<br />1
<br />
<br />a" FRECAS>T LINTEL BLOCK
<br />OVER ALL OFENING6. 1 EAC~
<br />'S REBAR IN Tl-41S> COAR5E W~EN
<br />S>PAN OF LINTEL OVER S'2"
<br />
<br />
<br />OPTIONAL &T ANDARD PRECA&T DETAIL
<br />
<br />ROD CHAiRe. ---5f 2S'
<br />1< >1
<br />REBAR LAP DET AIL5
<br />
<br />DENOTE5 'S REBAR X CONT. PLACED IN BOTTOM COUR5E AND
<br />16" DEEP BEAM POURED 50LID WIT~ 2S00 P51 CONCRETE,
<br />
<br />.. P - DENOTe6 FRE 5TRE5e.ED U LINTEL WIT\-J 'S REBAR X CONT,
<br />PLACED IN BOTTOM COURe.E . 16" DEEP BEAM POURED 60LID
<br />wlm 2S00 P51 CONCRETE
<br />
<br />41' 4"
<br />
<br />'S VERTICAL RODe FROM
<br />FOOTINGe. TO BOND BEAM
<br />ABOVE
<br />
<br />32' 0"
<br />
<br />lS' 4"
<br />
<br />4' 4"
<br />
<br />II' 8"
<br />
<br />8' 8"
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<br />~'0"X~'8" 5.G.D, I
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<br />
<br />INT 5TUD WALL
<br />P.T, PLATE ANCHORED
<br />WITI-l BOl T6 AT 24" O.C.
<br />
<br />
<br />ri
<br />~
<br />>
<br />
<br />4" CONCRETe 6LA6
<br />MIN, 2S00 F61
<br />OVER TREATED
<br />COMPACTED FILL
<br />
<br />e.xe. 10/10 LLlU!M
<br />(OR EQUAl)
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<br />NON LOAD BEARING
<br />MONO FOOTING 5TEP
<br />IN 5LAB SEE DETAIL
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<br />4"
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<br />12"
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<br />
<br />I-'S REBAR
<br />ON CI-lAIR5
<br />
<br />12"
<br />
<br />NON LOAD BEARING GARAG.E FOOTING.
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<br />
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<br />
<br />8' 0"
<br />
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<br />
<br />
<br />WIND DE61GN FRE66URE eC~EDULE FOR ALL OFENING6
<br />OP!:NING ZONE POS>ITYE NEGATIVE
<br />(AJ !:ND 18,!;6 -Z2.~0
<br />(B) INTERIOR 20.80 - Z2. &0
<br />(C) INTERIOR 20.28 -71.08
<br />(D) END 20.61 -26,'34
<br />(EJ INTERIOR 21.80 -23.&0
<br />(F) END 21.20 -21.S6
<br />(G) INTERIOR 21.80 -23.60
<br />(I-l) INTERIOR \~,~3 -21,13
<br />(I) END 20.&1 -2~.S4
<br />(J) INTERIOR 21.80 -23.~0
<br />
<br />N
<br />
<br />NON LOAD BEARING CONCReTe EDGe
<br />
<br />-0
<br />N
<br />
<br />----------------35~~E55----H06E-------'
<br />B\B
<br />I
<br />
<br />GARAGe FLOOR MINIMUM
<br />4' BeLOW f-ioue.e FLOOR
<br />Fn'-J I ~ \)- pu- <:('L
<br />
<br />S }.P"~ (2i~ W~/I-{ 1(11".... iY)
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<br />
<br />5' 0"
<br />
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<br />
<br />1~0 Xl
<br />
<br />GARAGE DOOR
<br />
<br />2' 0"
<br />
<br />14' 4"
<br />
<br />13' 0"
<br />
<br />20' 0"
<br />
<br />41' 4"
<br />
<br />FOUNDATION 4 PLUMBING PLAN
<br />
<br />1/4"
<br />
<br />-
<br />-
<br />
<br />110"
<br />
<br />
<br />ALL FIXTURE LOCATIONS MU5T BE VERIFIED FROM FLOOR PLAN
<br />AND 15 n-4E RE5PON51BILlTY OF PLUMBING CONTRACTOR TO PLACE
<br />FIXTURE5 IN CORRECT LOCATION. PLUMBING DRAIN L1NE5 ARE NOT A
<br />STRUCTURAL PART OF DRAWING5 AND MAy VARY IN FIELD WITf-lOUT
<br />APPROvAL FROM ENGINEER OF RECORD.
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<br />LAKEVIEW A
<br />GARAGE RICs~T
<br />
<br />LIVING
<br />GARAGE
<br />PORCH
<br />
<br />12f>2
<br />420
<br />&2
<br />
<br />TOTAL
<br />
<br />
<br />1124
<br />
<br />MEAR5
<br />RE51DENCE
<br />
<br />FG
<br />2 OF 4
<br />
<br />ARKAY · B~~.3
<br />
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