|
<br />: 12 (-PRE-ENGINEERED 1'1000 TRUSSES @ 24" O/C
<br />: ~-l rPLlFT CONNECTOR (SEE SCHEDULE)
<br />
<br />~ ~ SE:"ELEV. / !IIIOO~;: ~~:C:':~I: :~~ASlM C. 926
<br />
<br />) ~. I APPLY 3 LAYERS W/ TOTAL TI1ICKNESS 7/8~
<br />/' ~~ OVER METAL LATI1. FIRST 2 lAYERS 3/8~
<br />ll1lCK EACH. 3RD l). YSR lle'll' ':('i;~X
<br />~~ -.
<br />I ~ .-.-. . ::~ {CR'CKET AS REQU'RED
<br />
<br />
<br />
<br />
<br />1/2" EX1ERIOR GRADE SHEATHING ~
<br />F'ASTENED TO TRUSSES 'Mlli 3d COMMON
<br />WiRE NAILS @ 4" ole BOUNDARIES f'"
<br />6" OIC EDGES & 8" ole FJELD :f;i. .
<br />I 1. . ,~..;."
<br />
<br />2X4 PT S1UDS @ 15' D.c. Of< (1)2X4PT S1UD . ~
<br />@24"0.C.UNOERCOMMONTRUSS Wj (2)~X4 --
<br />PT StUDS UNDER HIP CARIERjGIROER TRUSS \..
<br />;Z ~ :-;:/"" '\
<br />./~' irl :=.~. .~ "-MAIN SPAN ROOF TRUS:>
<br />SIMPSON META10 it') EA, ~1iJD Jf' f-~ - UPUFT CONNECTOR (SEE SCHEDULE)
<br />/ QII ~ MOISTURE BARRIER
<br />8"XS"X16" K.O. BLOCK Wj1 #5 CONT..-/ r-' =
<br />AND FILLED Wj 2500 PSl GROUT / E ~
<br />
<br />1 If5 VERT. IN CONC. FlUID C[U.~'~~-' .~~. ~
<br />wj STD. 90' HOOK IN K,O, BLOCK B 111 =
<br />v
<br />KNEEWALL ABOVE M0bONRY WALL DETAIL 9
<br />
<br />SCALE: N.T.S. ,
<br />
<br />.~...
<br />l\l--- .--VENT OR 2ND FLOOR
<br />
<br />- '\ -
<br />. 1/2" M'N'MIJM CEMENT AN'SH ~ ~ :. /flPICAL C.M.U. WAll
<br />
<br />
<br />STANDARD 3" DIA. lIE ' -i, l-
<br />n f-I" r--3/4" FURRING SlR!PS
<br />TI1READED 3" DIA. EXTENSION ~~ ~ 5
<br />_ ,..-.___1/2" GYPSUM BOARD
<br />w/ DRYWALL SCREWS
<br />FOi$OOffiW~f)UJAP (3" DtA.) ~~ - I-- @ 8" O.C. OR 4d
<br />I-- DRYWALL NAILS
<br />I--
<br />
<br />-
<br />
<br />~
<br />
<br />I--
<br />V
<br />
<br />I--
<br />
<br />/
<br />
<br />
<br />/:
<br />~
<br />I-
<br />
<br />I--
<br />
<br />l-
<br />I-
<br />
<br />I--
<br />
<br />MIN. EXTENSiON FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 1 1/2"
<br />MAXIMUM EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 2 1/4"
<br />
<br />-
<br />
<br />I--
<br />
<br />>--
<br />
<br />I--
<br />
<br />, c- ~ TO DRAIN
<br />
<br />-g~~
<br />
<br />WALL CLEAN-OUT (A \
<br />5CALE; N.T.5. ~8
<br />
<br />.
<br />
<br />'TOP SPLICE
<br />OUBlE 10d
<br />21"
<br />4ft
<br />
<br />,/
<br />
<br />~"'''.'
<br />
<br />~~
<br />~~~
<br />I~
<br />v I ""~
<br />'\:-.... .........
<br />\.BOTTOM SPLI CE
<br />OVER STUD
<br />
<br />10d @ 8" OIC
<br />
<br />,/
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE ~
<br />AT LEAST 8'-0" LONG. TYPICAL -===
<br />TOP PLATE SPLICE DETAIL( M \
<br />SCALE: N.T.S. , 52 J
<br />'-~
<br />
<br />DOUBLE 2x TOP PLATE ~
<br />
<br />SiMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PRO~DE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />2x BLOCKING @ EACH END W / 10d
<br />x 3" @ 4" O.C. FROM EACH HEADER
<br />FACE TO BLOCKING
<br />
<br />a..
<br />, :J::
<br />;0..
<br />..0
<br />. .:.t:
<br />, co
<br />co
<br />, 0
<br />"0
<br />-
<br />:;J
<br /><<
<br />
<br />\
<br />
<br />~
<br />~j
<br />--(2) 2x HEADER
<br />
<br />....
<br />o
<br />-
<br />
<br /><n
<br />
<br />VARIES
<br />
<br />2x BOTTOM PLATE W/ (1) lOd X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />, ....
<br />
<br />~5!
<br />
<br />2 x b (M1N) FRAME
<br />WALL t-.+EADER DETAIL
<br />
<br />. co
<br />I co
<br />, U
<br />
<br />, :>
<br />ICO
<br />T.1I
<br />:N
<br />.-
<br />~
<br />1C!:7
<br />I ,
<br />I a.
<br />:x
<br />
<br />(2) 2x4 TOP PLATE
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SP AN PROVlDE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />~~
<br />
<br />, '0
<br />,'-
<br />:<D
<br />.~
<br />'u
<br />:""
<br />. a.
<br />. ,
<br />: ..-
<br />~ ';
<br />'-
<br />j,.
<br />I 4:J _
<br />. :z:
<br />
<br />_____(2) 2x HEADER WI ~l>
<br />PLYWOOD FLITCH
<br />
<br />2 x 4 FRAME
<br />WAl...L HEADER DETAIL
<br />
<br />,
<br />, o;g
<br />I~
<br />co
<br />I
<br />. ....
<br />I co
<br />. ..,
<br />Ie:::
<br />: Ct
<br />1-
<br />Ig)
<br />'co
<br />l:::::':l
<br />. 0..
<br />: x
<br />
<br />WALL HEADER DETAILS
<br />
<br />~
<br />
<br />r 1 I
<br />\!:V'
<br />
<br />SCALE: N.T.S.
<br />
<br />BLOCK HEADER- 1'\
<br />1 X 4 FURRING ......... "-
<br />
<br />8d NAILS @ 8" O.C. AT BUCK ~ ~
<br />
<br />PROVIDE 2 x 8 DIAG. BRACE,
<br />BTWN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24" "
<br />
<br />2 x 8 VERT.-"
<br />BRACE(S) \ ~
<br />
<br />~ \ 7/16~ OSS
<br />BUilT UP PlWD. BUCK~ _ _ ~RCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO
<br />FIT ARCH CONNECT w/ 8d NAILS "-2 x 4 SOliD SLKG. (FUll. WIDTH OF WAlLS)
<br />/ BTWN. OSS ARCH FACES w/ (4) 10d NAllS
<br />I TIiRU OSB INTO 2 x 8
<br />
<br />~8" MA)(
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />I \ PREF AS CHIMNEY CAP
<br />\ ' FLASHING
<br />~ v- -1"x4~ BLOCKING (SEE MANUF.
<br />/" SPECS. FOR MINIMUM DISTANCE)
<br />
<br />"-' - - I r--...EX"TERlOR FINISH
<br />! )
<br />vPREFAB CHIMNEY
<br />VV
<br />BLOCKING @ MiD POINT ViHEN
<br />- - - ,...r- f-~CHIMNEY EXCEEDS 6'-0" IN HEIGHT
<br />- - - ~1/2" SHEATHING OR O.S.B.
<br />
<br />I_ -2"x4" STUDS @ 16" D.C. MAX.
<br />
<br />"--2"X4" @ 16" O.C. MAX.
<br />/2'X4" BLOCKlNG TYP.
<br />
<br />
<br />-
<br />
<br />
<br />T1FlCAL CHIMEY DETAILs0\
<br />SCALE: NT.S. ~
<br />
<br />ATTACH BLOCKING J
<br />TO TRUSSES wi SIMPSON
<br />A34 p.,NGLE TYPICAL
<br />
<br />SLOPl
<br />
<br />1\
<br />~IMPSON MTS12@EA.CORNER
<br />
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />~REF AS CHIMNEY ASSEM8L Y
<br />
<br />'A
<br />
<br />>-
<br />~~
<br />zZ
<br /><(-
<br />~ ;;~ ~
<br />oc;- <(
<br />"c ~~ a::: GALV. META~L\ -
<br />I ~o. F1.A<,u'N
<br />r.-: ::r;C- 0 .;}In
<br />. I
<br />b~'b .....
<br />Ia:::~
<br />~~4 .~ ~
<br />CRICKET1" ~
<br />
<br />/ CALVo MTL. FLASHING
<br />~USS TOP CHORD
<br />
<br />~PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />~ / t
<br />~ ~CKEI..
<br />cr ~ "+
<br />~~
<br />
<br />/~
<br />{ \y
<br />\\, ))
<br />,.~
<br />
<br />-0
<br />
<br />=
<br />
<br />6ECTION ",A-All
<br />
<br />f.r~
<br />e>CALe: ~/4'=11~0'
<br />
<br />I
<br />
<br />/lSiMPSON HUSC48 CONCEALED FLANGE
<br />HANGER WI (6) 10d INTO BEAM &
<br />(6) 3/16" X 1 3/4" TAPCONS
<br />~ A
<br />I
<br />I
<br />
<br />ROOF TRUSS
<br />(ABOVE
<br />r '2Y.4 BLOCKING
<br />
<br />
<br />f"
<br />;;;..j ..........."""- SIMPSON DTe @
<br />^ ==1 EA. BLOCKING
<br />1\'
<br />, ~
<br />~2X8 WALL
<br />m ABOVE ENTRY
<br />~ ~K.O. BLOCK
<br />· W/(1) #5 CONT.
<br />"'~ '" & FILLED
<br />
<br />c
<br />
<br />(2) 2 X 8 BEAM/
<br />
<br />10d NAILS @ 6"
<br />O.C. STAGGEREDl :z
<br />A TRANSOM.-- .~
<br />. ~ / 0 0 00 ~~~~~~ _ Z
<br />
<br />-- - ~ =- LpL YWOOD
<br />o ( E \ tSHEA THING
<br />- \!:V
<br />8
<br />
<br />ANCHOR SOL T
<br />
<br />~
<br />
<br />E ~
<br />52 8
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECE~S
<br />liNTEL (FilLED)
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />....
<br />@ ~ASONRY WAll
<br />
<br />
<br />
<br />I~MPSON (C)~SIMPSON
<br />I SP2 A35
<br />:~:: . . :><
<br />
<br />-.....
<br />
<br />t B
<br />
<br />I
<br />
<br />f- PL YWOOO
<br />MASONRY SHEATHING
<br />WAU BELOW-' r- 0. ..JNCHOR BOL T5 @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLAIT)
<br />
<br />=f;=S:
<br />
<br />I
<br />
<br />SIMPSON HUSC48 (UPLIFT CAP ::: 1302 Ibs)
<br />(GRAVITY CAP::: 1262 IDS)
<br />
<br />f-
<br />
<br />L lNTEL5 AT ENTRY
<br />DOOR WITRAN60M
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />.-
<br />
<br />{DD\
<br />\!!V
<br />
<br />f-
<br />
<br />2X4 TOP
<br />PLA 1E
<br />OVERLAPPING
<br />
<br />NOT TO &CALE
<br />
<br />.~~~"
<br />~~......." "
<br />~ "
<br />~ "
<br />"
<br />"
<br />~,~
<br />,,<
<br />TRANSOM FRAMING
<br />SEE SECllON AA/Sl AND
<br />88/S1 FOR ADDIllONAL
<br />DETAILS ,
<br />
<br />.-SIMPSON SP1
<br />, ;-ANCHOR BOLTS @
<br />.. SIMPS~.. I- .J 1/ 24" O.C. MAX
<br />
<br />..t 2X4 P.T.
<br />I ,t lJ PLATE
<br />
<br />\ t8 P.T. Bonoi p~
<br />
<br />I \ I
<br />\_ANCHOR BOLTS @ 24" O.C. MAX.
<br />(MiN. (2) PER BOTTOM PLATE)
<br />
<br />i\
<br />"'-NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />~
<br />f- f'-.-10d NAILS @ 6"
<br />STAGGERED
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"0 TAPCO;---------B
<br />INTO BLOCK@ SPACING PER MANUFACTURE
<br />1X4 P.T-;--l
<br />1" DETAIL
<br />1/2" DRYWALL~X 4 FURRING
<br />DOOR JAMB W 1/4" X 2-1/2" S.D.S, ,
<br />WOOD SCREWS INTO P.T. @ 1 t o. C. ""'-
<br />
<br />,
<br />
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~
<br />~~8~G~C1x~-~~~l'~J8 ~~.SONRY G X 8 P~.
<br />
<br />1 -1 /2" DETAIL
<br />
<br />J
<br />r
<br />
<br />1 rSIMPSON
<br />,/ A35
<br />~
<br />
<br />RECESS
<br />rLlNTEL
<br />/
<br />./ ,.4.-<\ A.
<br />.~'. .'
<br />
<br />4
<br />4",'
<br />
<br />II
<br />
<br />. ~.
<br />
<br />~
<br />r
<br />
<br />3/16" X 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" X 3" S,D.S. ..em
<br />@ 12" O.C. 2 ROWS STAGGERED. ,H
<br />1X4 P.T.
<br />2 1 /4" D ETA I L ~2 X 8 P. T.
<br />1 X4 fURRING
<br />
<br />CD
<br />
<br />I~MPSON (C
<br />I SP2
<br />I' r' .
<br />t,., .
<br />
<br />I::
<br />
<br />-SIMPSON
<br />A.35
<br />I ____ :Od NAILS @ 4"
<br />V- STAGGERED
<br />
<br />.-- SIMPSON
<br />A35
<br />
<br />1/2" DRYWALL
<br />
<br />DOOR JAMB W 1/4" X 3" S,D.S. -~iH
<br />1~~
<br />3/16n0 X 3-1/2n LONG TAPCONS STAGGERED .t.L-2X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />~~J~~~"
<br />~~-,,~ "
<br />~~'"
<br />~~",
<br />
<br />TRANSOM FRAMING ~.~"'~
<br />-<SEE SECllON AA/Sl AND V-
<br />BS/51 FOR ADDIllONAL
<br />DET AJlS
<br />
<br />,
<br />
<br />,
<br />
<br />\ NAILED INTO
<br />· L..TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />t;
<br />o
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES Wllli 8d COMMON
<br />WlRE NAILS @ 4-" o/e BOUNDARiES
<br />6" Ole EDGES & 8" ole FJElD
<br />/
<br />
<br />3" DET Al L 1 X 4 FURRING
<br />1/2" DRYWALL 1
<br />DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" O,C'_...M
<br />10d @ 12" O.C. 1 ~
<br />2X2X8 P.T. 'MTH 3/16"~ X 3" LONG TAPCONS -
<br />STAGGERED @ 16lt O.C. 2-ROWS INTO MASONRY -2X8
<br />3-1 /4" DETAIL
<br />
<br />BUfLDOUT ~ OVER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS { cc \
<br />\!:V
<br />
<br />-SIMPSON SP1
<br />
<br />'7
<br />
<br />"7"
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br />.~ /.
<br />
<br />'. 4 .-, 4.
<br />
<br />V:SIMPSON
<br />A35
<br />Il - . :: .
<br />
<br />~:. I, I "-
<br />
<br />\ 2X8 P.T. BOTT+ PLAIT
<br />
<br />I \ I I
<br />lANCHOR BOLTS @ 24" D.C. MAX. (MIN.
<br />(2) PER BOTTOM PLAIT)
<br />
<br />,~ . ~ON A35
<br />
<br />,i
<br />
<br />.01 .
<br />
<br />0~
<br />
<br />NOi TO &CALE
<br />
<br />2 x 8 P,T. BUCK-CONNECT TO BLOCK I
<br />w/ 3/16" x 3 1/4" TAPCON
<br />( 1 1/4" MIN. EMBEDMENT INTO BLK.) / i" MAX, SOUD BLKG. AT TOP
<br />r~ .- BTWN. ARCH BLKG. & BUCK l~
<br />./ -, 1
<br />1 X 4 FURRING/ ~d NAlLS AT 8" O.C.
<br />I AT BUCK 1
<br />
<br />A ,--....... SECTION
<br />A-A
<br />2'-0' 8'
<br />f \ ~t 3/16" x 3" TAPCONS
<br />
<br />
<br />
<br />V LEAVE A CUT OUT 'N O.s.B
<br />ON THE INSIDE TO ALLOW FOR
<br />INSULATION TO BE INSTALLED
<br />2 x 8 40 DIAGONAL
<br />BRACE AT 'flEA fF~ACE
<br />OF ARCH W 3 10d
<br />NAlLS AT . D
<br />
<br />BLOCK HEADER
<br />
<br />~
<br />
<br />
<br />*~ \
<br />~
<br />~
<br />,
<br />
<br />~ PRQV10E TAPeON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />'"
<br />
<br />(4) 1 Od NAllS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1/2" DRYWALl.:
<br />2 x 8 40 DIAGONAL ~ ~ ~ 7/16" OSS
<br />BRACE(S) ~ ARCH PANEL
<br />
<br />.;:;>~
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN TI-llS AREA
<br />
<br />- -
<br />J'-' ~
<br />
<br />~_ (4) 10d NAlLS INTO
<br />2 x 8 BRACE/ BlKG,
<br />2 x 4 SaUD BLKG. (FULL WIDTH OF WALL)
<br />B1ViN. OS8 ARCH FACES W (4) 10d NAILS
<br />THRU OSS INTO 2 x 8
<br />
<br />BUilT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT W/ 8d NAILS
<br />
<br />I
<br />
<br />v
<br />
<br />INSTALL WDW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />c:a:- ~IRDER TRUSS
<br />SIMPSON
<br />HTT16 TYP. ~
<br />
<br />
<br />5/8"0 THRU ~~2X TOP PLATE
<br />BOLT ?--J~ ~
<br />
<br />KNOCK-OUT BLOCKi NOTCH UNTEL WHERE REQUIRED
<br />W/ ll) fj5 t FOR CONCRETE PLACEMENT I
<br />" -1.....' ,"r'" < .,1'" ......: t. :""'.L'.~ .... l,.;." .r '. . I ''';:''r~
<br />
<br />sm. 90' HOOK
<br />T'
<br />BOND BEAM
<br />CONT #5 8~R T
<br />
<br />--
<br />r 2"x BUILT-UP COLUf.-\N
<br />~
<br />o 0> !
<br />001
<br />:::: ~8-16d NAILS
<br />
<br />o 0 ~
<br />o 0
<br />o 0 5/8\bx8"" J" BOLT C:;;
<br />5/8"~ HiL11 K'\"flK BOl T !I
<br />c::::= WI MIN. 8" EMBED~ENT
<br />I
<br />
<br />~
<br />~~II
<br />
<br />~"fu"""'\ ~' ,'.
<br />:.~~ ...~,~~ _C>, , .. ,~~
<br />:.or (f,/"
<br />
<br />k
<br />
<br />FILL CELL"
<br />
<br />~ \::"
<br />CONT. #5 ~
<br />,BAR --\ :>
<br />
<br />I
<br />
<br />i
<br />
<br />!
<br />
<br />I
<br />
<br />I
<br />
<br />..
<br />4-
<br />.. I
<br />
<br />I
<br />
<br />SID. 90'
<br />HOOK~ ...
<br />
<br />II
<br />I
<br />I
<br />
<br />I
<br />
<br />I ..
<br />I'.
<br />
<br />I
<br />
<br />I
<br />
<br />.:. J:: I
<br />:: f:-
<br />.... .::
<br />
<br />...0.: II
<br />~
<br />
<br />I
<br />
<br />OPENING
<br />
<br />II
<br />i
<br />
<br />.:... ...
<br />:::: ...
<br />
<br />
<br />r .
<br />
<br />I
<br />
<br />I
<br />
<br />SIMPSON HTT16 JI
<br />TYP.
<br />
<br />~2 X 8.U.C
<br />
<br />I.
<br />
<br />I I I ----- FILLED CELL W/ (1) #5 VERTICALJ 1
<br />~ SEE FDN. PLAN FOR LOCATION
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />I
<br />
<br />I
<br />
<br />',.
<br />TYPICAL HTT16 TO @-
<br />BUILT-UP COLUMN DETAIL R
<br />52
<br />
<br />
<br />~ ~ S)2~M~?gNsf~iIDED (nP)
<br />~ ~ SEE FLOOR PLAN NOTES
<br />~i$~ FOR REQUIRED CONNECllON
<br />l:1"~ 2-ROWS l6d NAllS STAGGERED @
<br />~~ ~,~~1~~ ~fLSE'i;11&fE~~D~ 15~~\,l%
<br />16d NAILS @, ~ ~ l:J'k~ FOR 2"x10" OR GREATER HEADrn
<br />16" O/C TYP. ~" ~
<br />EACH PLY I~' ~
<br />
<br />.. rt\ "\
<br />\2Y
<br />
<br />I
<br />
<br />-. .'., II
<br />.:k II
<br />#fo Cffi~HE~1fo~o~8u~etJION
<br />
<br />SIMPSON STRONG
<br />TIE HTT10 ~
<br />~
<br />SCA!-E: N.T.S.
<br />
<br />N \
<br />62)
<br />
<br />'==
<br />
<br />NOTES:
<br />
<br />CD FILL UNTEL AND ALL CELlS ABOVE UNTEL Q) SEE FLOOR PLAN FOR ADOl1l0NAL INFORM A llON.
<br />
<br />@ VERIFY lliAT ALL REINFORCEMENT (1) OPENINGS LESS lliAN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. iN 'MDTI1 DO NOT REQUIRE ADDtllONAL STEEL
<br />
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />TYFICAL FILLED
<br />
<br />LINTEL AS5EM6L 'fA
<br />
<br />,
<br />
<br />BOND BEAM 6TEF DETAIL A
<br />SCALE; NTS. ,
<br />
<br />-===-
<br />
<br />H\
<br />62 J
<br />
<br />6CALE: N.T.S.
<br />
<br />G
<br />52 ,-
<br />
<br />~
<br />
<br />51 MPSON STC W /
<br />3-8d COMMON NAlLS
<br />
<br />(-TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24n a.c. MAX)
<br />ii1 r
<br />
<br />/ ~ ~( 1/4N MIN. SPACE
<br />2x TOP PLA TE~
<br />OTE: 2-16d NAlLS @
<br />24" C.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKiNG
<br />O CAN BE USED iN UEU OF SIMPSON
<br />~ _ STC S1RAP
<br />~ rV 7 2x STUD @ 24- O.C. MAX.
<br />
<br />~. (:flROVlDE HIL 11 X-CF NAfLS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P.T. PLATE~ /-6X6 WUXW1.4 WWF
<br />. ~ u. . / OR FlBERMESH J
<br />
<br />1.. ...:-. :....- "'-- .:...- _ -,d- -:.... ~ ~ _' L -.:. ~ ..c... _.j,-,- _..,?>.
<br />~ . ." A . . ..... . ~
<br />
<br />7 5tr"-, 7 5~~~7L' 7 5/~~ r i
<br />-- - -11--- - --------10 -i
<br />SOUD AREAS D t SOUD AREAS
<br />:0=0 r- ARE STIIL AND ' D ~ ARE STEEl AND
<br />V GROUT 0 GROUT
<br />INTERIOR WA\LL fJ' r- SAW CUT TO 10 1/2" ~ r-SAW CUT TO 10 1/2' c:J I FULL 8x8x16 BLOCK
<br />~ I ~ ~ I., :
<br />'i - __I.Cl:~<- -DOOR DPrN'NG- - U::J -DOOR OPEN,NO - - Qlllt -DOOR OPEN'NG-,
<br />
<br />I [i] FILL llilS CAVITY \'t'ITH I ~ \. FtLL 1111$ CAVITY WIlli I ~ I \ FILL l11IS CA\I1TY \\ilT'ri
<br />EXTERIOR WAll GROUT FROM FINISHED '- GROUT FROM FINISHED ~ GROUT FROM FiNiSHED
<br />i Du' FLOOR GRADE TO ) D I FLOOR GRADE TO ffiJ FLOOR GRADE TO
<br />UN TEL ABOVE. UNTEL ABOVE. UNTEL ABOVE.
<br />
<br />__ 0 ---______JDl____+___ 0'-___
<br />
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO mE
<br />COARSE BElOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAM8 WALL lS TO BE
<br />WOVEN INTO mE MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />(1) 2"x4" CRIPPLE FOR
<br />OPENiNGS 6'-0. OR
<br />LESS & (2) 2" x 4"
<br />CRIPPLE tOR OPENlNG
<br />6' -0" OR GREATER
<br />~
<br />
<br />\
<br />
<br />L DOUBLE HEADER WI 1/2"
<br />FUTCH PLATE U.N.O.
<br />
<br />&
<br />
<br />\ ~~bl)'l~~NfA~~N90AS
<br />HEADER wi (2) 16d @ 16" ole
<br />UNLESS NOTE)) OTtiER'MSE
<br />
<br />~L
<br />
<br />/2"X4. STUDS TYP.
<br />
<br />D
<br />Op~ Oo,'j>
<br />* UPUFT eONNECllONS""'I\1Q
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />VSEE PLAN FOR REQUlRED
<br />CONNECllONS
<br />
<br />",'~ BOT. PlAIT
<br />
<br />LOAD BEARINGIEXTERIOR ~
<br />WALL HEADER DETAIL (Q \
<br />
<br />SCALE; N.T.S. ' 52 J
<br />
<br />~
<br />
<br />~
<br />
<br />J\
<br />62)
<br />
<br />~
<br />
<br />J
<br />,
<br />
<br />D ,
<br />52 8
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DETAILJ
<br />SCALE: N.T.S. ,
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.T.S.
<br />
<br />I REFER TO PAGE SDW1 FOR ADDIllONAL INFORMATION.
<br />
<br />Vt'tDTH OF OPENING VARIES
<br />
<br />1/2"X9 1 /2~ PL YWOO
<br />SCRAP MATERIAL
<br />
<br />" FORM CONCRffi INSET TO
<br />A' r CREATE A SOUD BASE FOR BLOCK
<br />WALL ABOVE.
<br />II
<br />
<br />REFER TO PAGE SDW2 FOR I
<br />ADDITIONAL INFORMA1l0N BY MANUFACTURER.
<br />
<br />~
<br />
<br />B\
<br />52 J
<br />
<br />TYPfCAL GARA6E DOOR @-
<br />TRACK MOUNTING DETAIL K
<br />SCALE: N.T.o. 52
<br />
<br />TYPICAL SECTION Tl-tRU WINDOW J
<br />SCALE: N.T.o. ,
<br />
<br />r::l
<br />~<(
<br />- IY:
<br />w
<br />~6
<br />\ -FORM CREATES CONCRETE RECESS W
<br />RECEIVE GARAGE DOOR AND TO AU OW
<br />FOR WATER SHED.
<br />2x4 (NOM) KEEP SllFFENER BACK FROM SIDES ENOUGH
<br />. TO ALLOW SPACE FOR FLAT MASONS 100LS
<br />
<br />~
<br />
<br />GARAGE DOOR-
<br />
<br />\
<br />ACK MOUNllNG BRACKET
<br />
<br />.-r-SlMPSON
<br />A35
<br />
<br />SIMPSO~ -,
<br />SP2 1
<br />
<br />,'., :1-
<br />~. ".J.-
<br />
<br />"
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />~
<br />II \
<br />~
<br />~
<br />
<br />SCALE: N.T.S.
<br />~ MOUNTING BASE SHOWN
<br />IN POSI1l ON
<br />
<br />GARAGE DOOR ROLLER
<br />CONNECTION ASSEMBLY
<br />
<br />I' il
<br />[1,1
<br />I i I 'I
<br />I. I
<br />Ii i:
<br />, I'
<br />n
<br />
<br />(THIS IS A RECOMENDA nON FOR CONSTRUCTiON OF THIS FORM. AN Y
<br />MA 1ERIAL OR CONSTRUCllON METI100 MAYBE USED PROVIDED END
<br />PRODUCT MEETS ll~E SHAPE AND DIMENSIONS OF TI1IS DRAWiNG)
<br />
<br />GARAGE ENTRY FORM DETAi__
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />II
<br />
<br />I
<br />
<br />
<br />l ~l
<br />
<br />me$kG~FW86~ON OF
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />.~
<br />
<br />2X4 STUDS @ 24" O.C. ~,
<br />2'-0" ....
<br />A A
<br />A r
<br />
<br />1/2u ANCHOR BOLT @
<br />24" a.c. MAX. MIN. (2)
<br />PER BOTTOM PLATE 2X4 P.T.
<br />. SEC1l0N7 / -PLATE
<br />~,j I::......
<br />II , J....r
<br />\ I ij
<br />L S'MPSON, A35
<br />
<br />
<br />1
<br />
<br />/ .,J.. I I1it 'N
<br />~l 'f"lI:: ..J'.H
<br />~L... . .....: ~ :,: '.. ' :' :' '.'\..
<br />/.... .a":'.. ' ~~.. .. t "'-.:''- :~.: ".A .'t :.\.<. f:..'; ~.,," *'.: , :~ .;:", ::, fl.: t,",
<br />POURED CONCRETE BASE FOO~
<br />BLOCK WALL. RECESSED BOTTOM "OF MOUNllNG BASE
<br />~N~CWlft~ ~~~~GrO~W~~D TO BE 2 ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />PARTIAL INTERIOR ELEvATION
<br />
<br />2x6 MOUNTlNG BASE
<br />~X6X16 C.M.U
<br />
<br />,;,,~:,~':':r GARA.GE FLOOR
<br />
<br />I
<br />
<br /><
<br />
<br />"
<br />
<br />TRANSOM OPENING
<br />
<br />I
<br />
<br />7'-4" A.F.(.
<br />PRECASX REC~\SS
<br />UNTEL \ FILLED)
<br />#5 REB~
<br />:---.,
<br />DOOR OPENING
<br />
<br />SCALE; N.T.S.
<br />
<br />MOUNT1NG BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW ---........./
<br />SEAT FOR BLOCK IS ,
<br />POURED IN PLACE CONCRETE~ !'...
<br />GARAGE FLOOR SLAB \
<br />~~~~t~AtHNOTES - ~ ~
<br />SLOPE FORWARD____...
<br />FOR DRAINAGE
<br />
<br />. ~ .., ~
<br />
<br />. ,,:'.' ,;- .~ .
<br />~ . " .....
<br />
<br />I
<br />
<br />,.: ..;'" .
<br />
<br />o
<br />
<br />MOUNTING BASE DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />FRAMING DETAILS~
<br />ABOVE ENTRY {FF \
<br />\31
<br />
<br />I
<br />SIMPSON META16 (UPUFT CAP = 1500 LBS)
<br />L INTEL6 AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />illlli~'
<br />I~
<br />".l ,
<br />, I
<br />SEE PLAN FOR FOOl1NG I
<br />DiMENSIONS
<br />
<br />~'. ,.
<br />
<br />D SAMUEL A. GREENBERG1 F.E. "34:45
<br />D Tl-+UY l-+. HUYNH, P E. 1*60122
<br />D IRWfN J. 6EN60N1 P E. ~4Cji58
<br />D ALl ABBAS HAKIM, FE. ~b186
<br />
<br />,
<br />
<br />TO T~ flE&T 01' THE ENGINEER& KNOULEDGE AND BELief, ,"" I
<br />STRUCTURAL. P!...ANS AND SPECIFtCATIONS COMPLY WiTH Tl-+E
<br />FLORIDA 6U1LDING CODE, OECTION !b~b FOR 12e> MPH .3 SECOND
<br />GUST1 EXFOOURE '6' WIND ZONE (20e/1 EDITION). i
<br />THIS DRAWING A,'lP DESIGN 16 VALID FOR 12 MONTHS AFTER THE i
<br />DATE IT 15 SI~D AND SEALED. I
<br />I
<br />SIGNED AND 5EALED FOR TI-+!: 6TRUCTURAL PORTION ~ n-ll5 I
<br />DRAWING ONLy.
<br />
<br />~
<br />\V
<br />
<br />NOT TO SCALE
<br />
<br />2 x 8 BUCK - CONNECT TO BLOCK WITH SEC1l0N
<br />-3/16~ x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BlJ<.)~-- B-B
<br />_do MAX. f., \~ 2'-0' ~8' t
<br />SOUD BlKG. AT TOP----:'-;;l 1 \'"
<br />BTWN. ARCH BLKG. & BUCK. I '" I
<br />I I
<br />
<br />., '\
<br />lEAVE A CUT OUT 'N O.~.B. : ~~<v \ p 1 ~fc~~:~ :~; ~1~E
<br />ON THE INSiDE TO ALLOW FOR~ )...... OF ARCH
<br />INSULATION TO BE INSTALLED ~
<br />
<br />~
<br />
<br />GARAGE ENTRY FINISHED
<br />MASONRY DETAIL I
<br />SCALE N.T.S. ,
<br />
<br />p "
<br />52 H
<br />
<br />2 x 8 VERT. wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />r
<br />
<br />D E ~~~~~~.
<br />
<br />p.o. eox 34<D0 .. APOLLO 6EACW .. FLORIDA ~ 3*"12
<br />t=1-fONE .. <813> 64& fDtE>b FAX .. (sa> 645 ''a6eae
<br />~ ..u!..", 01HESE DRA\\lNCS AND DESiGNS ARE r,,( JOiNT PRoPERTY OF DANSCO ENGNITRJNG, P.A. AND icE
<br />-~ ~ ~ClJENT ON THiS PRO,.ECT. ANY REPRODclCJlON OR UNAlinJCR!ZID USE is PROhi81"D. - 2803
<br />
<br />"
<br />
<br />ffi RE~SED 08-15-03
<br />ffi CREA1ED 01-02-02
<br />1?0 MPH
<br />3 SEC. GUST
<br />
<br />8EAL. \ aCAl..E NOTED
<br />DATE 12112/02
<br />
<br />LENNAR ~OMee
<br />
<br />5T ART Ol= ARC
<br />4' MAX. RAP.
<br />
<br />/
<br />
<br />INSTALL wow, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />EQUAL
<br />
<br />ARCH PET AIL
<br />NOT TO &CALE
<br />
<br />PROV1DE TAPCON PER wow. INSTALlAllON
<br />DETAILS OR l11RlI 1-1/2" THK. OR MORE BUC~
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />I AA \
<br />, 52 J
<br />
<br />TAMPA DiviSION
<br />
<br />DF<AUN ev.
<br />N: !BLOCKS/SID 2001
<br />
<br />/
<br />
<br />J
<br />
<br />0/
<br />'1
<br />
<br />5eCTION5, DeT AILe, NOTES
<br />
<br />EQUAL
<br />
<br />~
<br />V:V
<br />
<br />ARCl-4 DETAIL
<br />NOT TO 5CALE
<br />
<br />~
<br />
<br />\..
<br />
<br />DE JOB NO. PM - !?>021
<br />
<br />62 ~ ....)
<br />
|