|
<br />f'RE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />,uPLIFT CONNECTOR (SEE SCHEDULE)
<br />(/'OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/B" STUCCO FINISH PER ASTM C. 926
<br />APPL Y 3 LAYERS W / TOTAL l11ICKNESS 7/B"
<br />OVER METAL LAm. FIRST 2, ~AYERS 3/8"
<br />mCK EACH. 3RD LAYER 1/8 lliICK.
<br />
<br />2X4 PT Sl1JDS @ 16" O.C. OR (1 )2X4PT Sl1JD
<br />@ 24" O.C. UNDER COMMON TRUSS WI (2) 2X4 / --
<br />PT Sl1JDS UNDER HIP CARIER/GIRDER TRUS~ -;I ~ \. \
<br />
<br />/ t/ '" ~l L MAIN SPAN ROOF TRUSs
<br />UPUFT CONNECTOR (SEE SCHEDULE)
<br />SIMPSON META20 @ EA. Sl1JD
<br />/ I == MOISl1JRE BARRIER
<br />
<br />8"X8"X16" K.O. BLOCK wi 1 #5 CONT~ t -
<br />AND FILlED W/ 2500 PSI GROUT
<br />
<br />
<br />-'
<br />1 #5 VERT. IN CONC. FILlED CELL --
<br />W/ SID. 90' HOOK IN K.O. BLOCK =
<br />-=
<br />
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />/
<br />/
<br />
<br />..h~~--' ~
<br />~~
<br />SIMPSON SP2@ EA. S/D~ ~ ~
<br />1/2" EXTERIOR GRADE SHEATHING W~
<br />F'ASTENED TO TRUSSES WITH 8d COMMON ~ _
<br />WIRE NAILS @ 4" O/C BOUNDARIES ,......
<br />6" OIC EDGES &: 8" OIC FJELD ::,..
<br />, ....
<br />'"
<br />
<br />~
<br />
<br />~-
<br />KNEEWALL A60vE MA60NRY WALL DETAIL,
<br />SCALE: N.T.S. ,
<br />
<br />r=;VENT OR 2ND FLOOR
<br />r\\;:::::
<br />
<br />1/2' MINIMUM CEMENT FINISH '" - ~ : VTWICAL C.M.U. WAU
<br />
<br />~~ -
<br />S'IANDARD 3" DIA. lIE ~ f- - ~ ~3/4" FURRING STRIPS
<br />
<br />TI-iREADED 3" D1A. EXllNSION S =: 1---1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />FOI$OOffii/lM)f8UJAP (3" D!A.) ~ H - @ 8" O.C. OR 4d
<br />- DRYWALL NAILS
<br />
<br />-
<br />
<br />-
<br />
<br />2
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />v
<br />
<br />/~
<br />
<br />-
<br />
<br />-
<br />
<br />MIN. EXllNSION FROM EXllRIOR
<br />F ACE OF BLOCK WALL IS 1 1/2"
<br />MAXIMUM EXllNSION FROM EXllRIOR
<br />FACE OF BLOCK WALL IS 2 1/4"
<br />
<br />f-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />TO DRAIN
<br />
<br />B\'~
<br />
<br />WALL CLEAN-OUT ( A \
<br />SCALE: N.T.S. \!:V
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBlE 10d
<br />
<br />~
<br />
<br />~ .
<br />~ .
<br />~~
<br />~
<br />"--BOTTOM SPLICE
<br />OVER STUD
<br />
<br />..
<br />
<br />~
<br />
<br />v
<br />
<br />10d @ 8" olC
<br />
<br />./
<br />
<br />v
<br />
<br />NOTE:
<br />PLATE lENGTHS MUST BE ./
<br />AT LEAST 8'-0" LONG. TYPICAL ~
<br />TOF FLATE SFLICE DETAIL{ M '\
<br />SCALE: N.T.S. ~
<br />
<br />DOUBLE 2x TOP PLATE
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SP AN PROVIDE 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 />1-
<br />C
<br />
<br />>-
<br />o
<br />
<br />:..:
<br />00
<br /><.1)
<br />o
<br />o
<br />...
<br />~
<br /><C
<br />
<br />r/;
<br />~
<br />
<br />----(2) 2x HEADER
<br />
<br />2x BOTTOM PLATE WI (1) 10d X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />....
<br />o
<br />....
<br />
<br />I
<br />
<br />~
<br />~
<br />
<br />VARIES
<br />
<br />-
<br />~
<br />
<br />2 x b (MIN) FRAME
<br />WALL HEADER DETAIL
<br />
<br />.
<br />00
<br /><.1)
<br />u
<br />>
<br /><.1)
<br />o
<br />:\l
<br />-
<br />..J
<br />~
<br />.
<br />:1-
<br />:c
<br />o
<br />"-
<br />CD
<br />::..:
<br />u
<br />CD
<br />:1-
<br />,
<br />...
<br />...
<br /><D
<br />3S
<br /><D
<br />:c
<br />
<br />(2) 2x4 TOP PLATE
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PRO~DE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />oE~
<br />.o::::~
<br />
<br />~(2) 2x HEADER WI ~..
<br />2 x 4 FRAME - - PLYwoOD FLITCH
<br />WALL HEADER DETAIL
<br />
<br />:D
<br />:D
<br />10
<br />
<br />--=--
<br />
<br />...
<br /><D
<br />..,
<br />C
<br />cJI
<br />
<br />WALL HEADER DETAILS
<br />SCALE: N.T.S.
<br />
<br />11,
<br />\ 52 g
<br />
<br />=
<br /><D
<br />::;)
<br />
<br />:1-
<br />::r:
<br />
<br />( PREF AB CHIMNEY CAP
<br />\ FLASHING
<br />2"x4" BLOCKING (SEE MANUF.
<br />/' ~ SPECS. FOR MINIMUM DISTANCE)
<br />
<br />~1 - - - I{2: ^"EXTERIOR FINISH
<br />.......PREFAB CHIMNEY
<br />,.--"""'-
<br />BLOCKING @ MID POINT iM1EN
<br />CHIMNEY EXCEEDS 6'-0" IN HEIGHT
<br />...-1/2" SHEATIiING OR O.S.B,
<br />
<br />... -2"x4" Sl1JDS @ 16" O.C. MAX.
<br />
<br />/\SIMPSON HUSC48 CONCEALED FLANGE
<br />HANGER W/ (6) 10d INTO BEAM &
<br />(6) 3/16" X 1 3/4" TAPCONS
<br />~
<br />
<br />I
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />CRICKET AS REQUIRED
<br />
<br />>-
<br />~4;
<br />z:Z
<br />4;-
<br />~~i~
<br />= est- ~
<br />cr B~ 0:: GALV. METAL
<br />7-rJ 5:0. b FlASHIN\
<br />. I
<br />bt:::!'b _
<br />~~~ ~ ~
<br />
<br />CRICKET.J"'.~
<br />
<br />- --
<br />
<br />- -- r
<br />
<br />-
<br />
<br />/~
<br />
<br />SECTION lA_AU
<br />SCALE: 3/4":1'-0'
<br />
<br />~
<br />
<br />I
<br />
<br />(2) 2 X 8 BEAM/
<br />
<br />.=-.
<br />
<br />E
<br />62
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECE?S
<br />LINTEL (FILLED)
<br />
<br />I
<br />
<br />\
<br />
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />I
<br />
<br />I
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRAV1TY CAP = 1262 Ibs)
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />~
<br />~
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"0 TAPCON. __
<br />INTO BLOCK@ SPACING PER MANUFACTURE ~
<br />1 X4 P. T.
<br />1" D ETA I L
<br />1/2" DRYWAL 1 X 4 Ft RRING
<br />DOOR JAMB W 1/4" X 2-1/2" S,D.S.
<br />WOOD SCREWS INTO P.T. @ 12" O.C. '--_
<br />3/16"0 X 3" LONG TAPCONS STAGGERE 1 X "1"
<br />~~~~G~C1 X~-~S~~ I~J~ ~~.SONRY G X 8 P. .
<br />
<br />1-1 /2" DETAIL
<br />
<br />.
<br />
<br />,
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. -lIsll
<br />@ 12" O.C. 2 ROWS STAGGERED. rJlfJ .......
<br />1X4 P.T.
<br />2 1 /4" D ET A I L ~2 X 8 P. T.
<br />1 X4 FURRING
<br />
<br />1/2" DRYWALL
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. -I(]
<br />1 X4~
<br />3/16"0 X 3-1/2" LONG TAPCONS STAGGERED -2X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />T11ROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />1 X 4 FURRING
<br />1/2" DRYWALL l
<br />DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" O.C~_~
<br />10d @ 12" O.C. 1 ~~
<br />2X2X8 P.T. Vv1T11 3/16"0 X 3" LONG TAPCONS -
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY
<br />3-1 /4" DETAIL
<br />
<br />BUILDOUT ~ OVER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS I CC \
<br />NOT TO SCALE ~
<br />
<br />3" DETAIL
<br />
<br />-2X8
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />W/ 3/16" x 3 1/4" TAPCON
<br />( 1 1/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />1 X 4 FURRING/ ~
<br />
<br />/if ~~ AT B" O.C.
<br />
<br />.P<
<br />
<br />BLOCK HEADER
<br />
<br />.~6" MAX.
<br />
<br />ATTACH BLOCKING ~
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />~
<br />
<br />~;MPSON MTS12 @ EA. CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />~REFAB CHIMNEY ASSEMBLY
<br />
<br />><:; /t
<br />~ ~CKE~
<br />~~" I
<br />'.q- ~
<br />
<br />(,,/~
<br />\( \v
<br />I\. /J
<br />.....-~
<br />
<br />A
<br />
<br />/ GAL V. MTL FLASHING
<br />~ ~USS TOP CHORD
<br />
<br />PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />!\.2"X4" @ 16" O.C. MAX.
<br />V2"X4" BLOCKING TYP.
<br />
<br />-=-
<br />
<br />TYFICAL Cl-IIMEY DETAILS( F '\
<br />SCALE: N.T.S. "-- 52 .J
<br />
<br />~
<br />
<br />c
<br />
<br />ROOF TRUSS
<br />(ABOVE
<br />r2X4 SLOCKING
<br />
<br />
<br />~l ~
<br />~ t ~ ~ SIMPSON DTC @
<br />~ f\ ~ EA. BLOCKING
<br />
<br />1\'
<br />, ~
<br />
<br />~2X8 WALL
<br />m ABOVE ENTRY
<br />~:K.O. BLOCK
<br />· W/(1) #5 CONT.
<br />"'1='" & FILLED
<br />ANCHOR BOLT
<br />
<br />A
<br />
<br />10d NAILS @ 6"
<br />O.C. STAGGEREj
<br />
<br />~~I 0
<br />
<br />~--
<br />
<br />TRANSOM..--
<br />MoM FRAMING
<br />~ ~ BEYOND,---
<br />
<br />- ~ = LpL YWOOD
<br />o { E' .SHEAlliING
<br />~ ~ I
<br />:8
<br />
<br />'-----
<br />
<br />t B
<br />
<br />~
<br />
<br />PLYWOOD
<br />SHEA llilNG
<br />
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLAIT)
<br />
<br />ASONRY WALL
<br />
<br />1===
<br />
<br />MASONRY
<br />WALL BELOW-~ f- ....
<br />
<br />....
<br />
<br />@
<br />
<br />~-
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />,SIMPSON CQ. SIMPSON
<br />I SP2 A35
<br />I'~" . ~
<br />It .. . :::::!:S:
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />'":::r - '^.
<br />......:;:::..~........ " "
<br />'~.J""""" "
<br />~~ "
<br />~ "
<br />~ "
<br />~~ "
<br />~ ~\~,
<br />TRANSOM FRAMING .\
<br />SEE SEC110N AA/S1 AND
<br />BB/S1 FOR ADDIT10NAL ~
<br />DETAILS ~
<br />
<br />-
<br />
<br />,
<br />L.NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />~
<br />- ""--10d NAILS @ 6"
<br />STAGGERED
<br />
<br />i
<br />
<br />.-SIMPSON SP1
<br />
<br />rANCHOR BOLTS @
<br />SIMPS~35 _ / 24" O.C. MAX
<br />
<br />""" lS . /
<br />... -db 2X4 P. T.
<br />I " g PLA TE
<br />
<br />~X8 P.T. BOTTO~ PL~ I
<br />
<br />RECESS
<br />r LINTEL
<br />
<br />rSIMPSON
<br />I A35
<br />~
<br />
<br />/
<br />
<br />./
<br />
<br /><t
<br />44'
<br />
<br />'. 4 '~" 4 .
<br />
<br />Ii
<br />
<br />~
<br />
<br />I
<br />
<br />\
<br />I \
<br />LANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />CD
<br />
<br />c
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />r~IMPSON
<br />I SP2
<br />I' t' .
<br />" .. .
<br />
<br />-SIMPSON
<br />A35
<br />
<br />I ...__10d NAILS @ 4"
<br />I~ ~ STAGGERED
<br />
<br />;~:;sT~~~"
<br />--~-" ~ "
<br />~~'"
<br />~~',
<br />
<br />7 TRANSOM FRAMING ~~"
<br />< SEE SECTION AA/S1 AND ~~
<br />BB/S1 FOR ADDITIONAL ~
<br />DETAILS \\
<br />
<br />~
<br />
<br />,
<br />
<br />\ NAILED INTO
<br />L-TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />.
<br />.q-
<br />I
<br />'b
<br />
<br />.-SIMPSON SP1
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES iMTH 8d COMMON
<br />WIRE NAILS @ 4" O/C BOUNDARIES
<br />6" O/C EDGES &: 8" O/C FIELD
<br />
<br />V
<br />
<br />RECESS
<br />/L1NllL
<br />
<br />/
<br />.~ /.
<br />
<br />r~SIMPSON
<br />A35
<br />~
<br />
<br />SIMPSON A35
<br />tV
<br />
<br />0~
<br />
<br />",II
<br />I '- I
<br />
<br />\ 2X8 P.T. BOTT+ P~
<br />
<br />I \ I I
<br />LANCHOR BOLTS @ 24" O.C. MAX. (MIN.
<br />(2) PER BOTTOM PLATE)
<br />
<br />?
<br />
<br />'. 4.-,
<br />
<br /><t
<br />4. 44'
<br />
<br />I
<br />
<br />..<t' .
<br />
<br />A -D- SECTION
<br />A-A
<br />2'-0' 8'
<br />(,. (,.
<br />/ \ 1
<br />~ \1 I /
<br />
<br />* ~'- \_ J LEAVE A CUT OUT IN O.S.B.
<br />~ ON THE INSIDE TO ALLOW FOR
<br />r--iNSULATION TO BE INSTALLED
<br />~~ ~ - 2 x B 45' DIAGONAL
<br />~~ ~.~ BRACE AT wE). (~~CE
<br />CUT HOLE IN O.S.B. FOR _" OF ARCH ~. E:~[ 10d
<br />POLY-CELL IN THIS AREA \'S
<br />,'-" NAILS AT . D
<br />
<br />
<br />
<br />~ PROVIDE TAPCDN
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />NOllS:
<br />CD FILL UNllL AND ALL CELLS ABOVE UNlll. @ SEE FLOOR PLAN FOR ADDIT10NAL INFORMATION.
<br />@ VERIFY TI-iA T ALL REINFORCEMENT G) OPENINGS LESS mAN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. IN W1Dlli DO NOT REQUIRE ADDI1l0NAL SllEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />--
<br />
<br />C , ' =- ~IRDER TRUSS
<br />SIMPSON -rr-D'
<br />HTT16 TYP. ~
<br />
<br />5/8'0 THRU~ ~,c-~X TOP PLATE
<br />BOLT ~ ~ ~ -
<br />
<br />SIMPSON HTT16 j
<br />TYP.
<br />
<br />~2 X B.U.C
<br />
<br />'"'
<br />TYPICAL l-ITT16 TO
<br />BUILT -UF COLUMN DET AILI R \
<br />\31
<br />
<br />
<br />~ (1) SIMPSON LSTA14
<br />@ 24" o/e STAGGERED (TYP.)
<br />& , . ~ SEE FLOOR PLAN NOTES
<br />~~ ':-- / \ FOR REQUIRED CONNECllON
<br />~ ~ /"'--.- 2-ROWS 16d NAilS STAGGERED @
<br />~ / '.. . ~/ '-i~~ UfLSE~~cfG~~~DO~ ~6~OoWlc
<br />16d NAILS @ ~ ~ .. ~~OR 2"x10" OR GREATER HEADE:R'
<br />
<br />~~;~~yTYP . ~~
<br />
<br />
<br />. (1\ '\ \ L. DOUBLE HEADER W / 1/2"
<br />\:2Y flITCH PLATE U.N.O.
<br />
<br />(1) 2"x4" CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (2) 2" X 4"
<br />CFIPPLE I='C5R OPENING
<br />6 -0" OR GREATER
<br />~
<br />
<br />\ _~bl)j~E~N~Ag~N9oAS
<br />HEADER WI (2) 16d @ 16" O/C
<br />UNLESS NOTED OTHERWISE
<br />
<br />~L
<br />
<br />/2"X4" SllJDS TYP.
<br />
<br />(SEE PLAN FOR REQUIRED
<br />CONNECllONS
<br />
<br />
<br />P.T. BOT. PLATE
<br />
<br />()
<br />O.o~ Oo,~
<br />* UPUFT CONNECllONStV1,vQ
<br />REQUIRED AT LOAD
<br />BEARING WAllS
<br />
<br />~~
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL l-IEADER DETAIL {Q,
<br />
<br />SCALE: N.T.S. "-- 52 .J
<br />
<br />~
<br />
<br />W70m-~T BLOCKl
<br />'.I..:~~'..
<br />
<br />NOTCH L1NllL \\i11ERE REQUIRED
<br />FOR CONCRETE PLACEMENT /
<br />..,..... .~ '., I--~'.' T.d '1 ";:. ~I.'
<br />
<br />STD. 90' HOOK
<br />T"
<br />FILL CELL,\ BOND TBEAM
<br />\ CONT #5 B~R
<br />\ ..J
<br />-1- II
<br />I
<br />
<br />I
<br />I
<br />I
<br />
<br />: 0:. ~8-16d NAILS
<br />
<br />o 00 ~
<br />. .
<br />· · 5/8ft~x8"" J" BOLT OR
<br />5/8"~ HIL 11 KW1K BOLT II
<br />, ~~WI MIN B" EMSEDMENT
<br />
<br />~"II
<br />~~'?~~~ ~.\.-
<br />_.~ i/~'.
<br />
<br />-
<br />-, -tx BUILT-UP COLUMN
<br />..--
<br />. .
<br />. .
<br />
<br />',.." :. t. ~ .
<br />
<br />I'~' : ... o,s' .' .',... .
<br />.. ,.,:..,JO .
<br />
<br />....... ..... .,".; .:.:...~ '..........: '" /. .'1
<br />A : . .... . ., '.~, .' ' .' .' ',.. :".~ ..4 ..f :
<br />
<br />
<br />
<br />I
<br />
<br />I
<br />
<br />~
<br />CONT. #5 :;
<br />BAR\
<br />
<br />II
<br />
<br />II
<br />
<br />STD. 90' ..
<br />HOOK", .... ...
<br />
<br />I .
<br />
<br />I
<br />I
<br />I
<br />
<br />~
<br />
<br />II
<br />
<br />I
<br />
<br />-:'\ .:-:
<br />
<br />I
<br />
<br />I.
<br />I
<br />
<br />.1
<br />I
<br />
<br />OPENING
<br />
<br />II
<br />
<br />I
<br />
<br />~
<br />
<br />~
<br />
<br />II
<br />
<br />~: II
<br />
<br />#(0 1B~~E~~0~o~8U~~tJION
<br />
<br />BOND BEAM STEF DETAIL ~\
<br />SCALE: N.T.S. \!:V'
<br />
<br />N ,
<br />62 J
<br />
<br />......-FILLED CELL w/ (1) #5 VERnCAL~ .1
<br />........... SEE FDN. PLAN FOR LOCATION
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />-=-
<br />
<br />SIMFSON STRONG
<br />TIE ~TT16 I
<br />,
<br />SCALE: N.T.S.
<br />
<br />TYPICAL FILLED
<br />LINTEL A56EM6L Y, G \
<br />SCALE: N.T.S. ',-62 8
<br />
<br />~
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS
<br />
<br />r~TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />
<br />,
<br />
<br />\
<br />
<br />75/8"-- s" 7 5/~ 8" 7 5/T r"
<br />
<br />
<br />- - TI - - ~Oj':EAS - - - D - - - - - - - - D - f-- SOLID AREAS
<br />= - ARE STEEL AND D =/- ARE STEEL AND
<br />D / GROUT [] GROUT
<br />INTERJOR W\ lii' I ~ SAW CUT TO '0 '/'. ~ ~ r- SAW CUT TO '0 '/'" i' /- FULL B,B,'6 BLOCK
<br />
<br />
<br />1. - - Q ~ - -DOOR OPENING- - ~ iIJ-- -DOOR OPENING - - Ql.:I.Jt -DOOR OPENING-q,
<br />
<br />/ Iil \ Fill 111IS CAVlTY \\'1111 'Ill \ FIll THIS CAVlTY \\'1111 u1!IJ \ Fill THIS CAVlTY \\'1111
<br />EXTERIOR WALIffi "- GROUT FROM FINISHED LJ \-.- GROUT FROM FINISHED [ ~ GROUT FROM FINISHED
<br />D FLOOR GRADE TO D flOOR GRADE TO [IT] FLOOR GRADE TO
<br />LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
<br />_~ 0 ________1Dl___+__~ 0 ___
<br />
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOI'IN ABOVE. EVERY COARSE MUST BE BONDED TO THE
<br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1'" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WAll AS SHOI'IN.
<br />
<br />!oil
<br />
<br />/ ~ I' 1/4" MIN. SPACE
<br />2x TOP PLA llJ ""
<br />I "-NOll: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />;l CAN BE USED IN UEU OF SIMPSON
<br />----" L-- STC STRAP
<br />-----/ V 7 - 2x S1lJD @ 24" O.C. MAX.
<br />
<br />I (f'1ROVlDE HIL 11 X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLA II TO CONCREll
<br />
<br />2x P.T. PLAll~ ~~6 W1.4XW1.4 WWf
<br />~ J / OR FIBERMESH I
<br />
<br />.l_'~ ~ ...._ ~ _ -fr-.~ ~ ~. _ L -.:.. J...:..... .,-j..,... ~
<br />~ . . . " l
<br />
<br />~
<br />
<br />TYPICAL INTERIOR NON-BEAR1NG WALL DETAIL( J '\
<br />SCALE: N.lS. \!:V
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.lS.
<br />
<br />I D ,
<br />\ 62 I
<br />
<br />I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
<br />
<br />TYFICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.e.
<br />
<br />fK\
<br />\!:V
<br />
<br />REFER TO PAGE SDW2 FOR I
<br />ADDITIONAL INFORMATION BY MANUFACTURER. ~
<br />
<br />TYFICAL 6ECTION T~RU WINDOW ( E3 \
<br />
<br />eCALE: N.T.S. \ 62.J
<br />
<br />--
<br />
<br />W1Dlli OF OPENING VARIES A" '( ~~~~JorCS~L~ ~i~~ ;gR BLOCK
<br />WALL ABOVE.
<br />1/2ftX9 1/2" PLYWOO
<br />SCRAP MA llRIAL
<br />31
<br />
<br />~ FORM CREA lIS CONCREll RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WAllR SHED.
<br />2x4 (NOM.) KEEP Sl1FFENER BACK FROM SIDES ENOUGH
<br />TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />
<br />I I
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />-SIMPSON SIMPSON-,
<br />A35 SP2 1
<br />:::):
<br />2X4 STUDS @ 24" O.C. ,!-;
<br />2'-0"
<br />A A
<br />A' r
<br />1 /2" ~NCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE 2X4 P.T.
<br />. SEC110N7 V-PLATE
<br />~ J /~::~
<br />\ I g
<br />L sIMPSONi A35
<br />
<br />I
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />r
<br />
<br />I
<br />
<br />I
<br />
<br />i" MAX. SOLID BLKG. AT TOP
<br />- - BliNN. ARCH BLKG. & BUCK ~
<br />-, 1
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />(9
<br />
<br />FRAMING DETAILS
<br />ABOVE ENTRY 'FF,
<br />NOT TO oCAlE \ S2 J
<br />
<br />NOT TO 6CALE
<br />
<br />2 x B BUCK - CONNECT TO BLOCK WITH
<br />r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)
<br />-;:J" MAX.
<br />
<br />3/16" x 3" TAPCONS
<br />
<br />BLOCK HEADER~
<br />"-
<br />1 X 4 FURRING ~ I'
<br />
<br />SOLID BLKG. AT TOP
<br />BliNN. ARCH BLKG. & BUCK!
<br />
<br />,
<br />
<br />I
<br />~
<br />
<br />8d NAILS @ B" O.C. AT BUCK
<br />
<br />2 x B VERT. Wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />(4) 10d NAILS INTO
<br />/ 2 x B BRACE/ BLKG.
<br />1/2" DRYWALL
<br />
<br />2 x B 45' DIAGONAL --, ----- ~ 7/16" OSB
<br />BRACE(S) ---- ARCH PANEL
<br />
<br />-- -
<br />
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT W/ Bd NAILS
<br />
<br />/
<br />
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />ARCI-t DETAIL
<br />NOT TO SCALE
<br />
<br />fM\
<br />\:V
<br />
<br />..
<br />
<br />\.
<br />1\.....
<br />
<br />PROVIDE 2 x B DIAG. BRACE ~
<br />BliNN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24" "
<br />
<br />,
<br />
<br />LEAVE A CUT OUT IN O.S.B. )./
<br />ON THE INSIDE TO ALLOW FOR~
<br />INSULATION TO BE INSTALLED
<br />
<br />2 x 8 VERT.\,
<br />BRACE(S) \ ~
<br />
<br />~ \ 7/16" OSB
<br />BUILT UP PLWD. BUCK~ _ _ RCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO "
<br />FIT ARCH CONNECT W/ Bd NAILS "-~ x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />/ BliNN. OSB ARCH FACES W/ (4) 10d NAILS
<br />I THRU OSB INTO 2 x B
<br />
<br />/
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />INSTALL WOW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />/
<br />
<br />~
<br />\!:2J
<br />
<br />..
<br />
<br />PROVIDE TAPCON PER WOW. INSTALLATION
<br />DETAILS OR THRU 1-1/2" THK. OR MORE BUC~
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />ARCI-t DETAIL
<br />NOT TO 6CALE
<br />
<br />GARAGE DOOR
<br />
<br />\
<br />RACK MOUNTING BRACKET
<br />
<br />~. (4) 10d NAILS INTO
<br />2 x B BRACE/ BLKG,
<br />
<br />
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
<br />BliNN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x B
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />II
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />"\
<br />\
<br />1\
<br />/ ~J.l ~ "'"
<br />/.....'. :~. .' ,.'.. :< ~ ~t ~t:<~<:..:.~:..:'. ~':~
<br />POURED CONCRETE BASE FOR l,
<br />~~~S~ ~~kLGA~~8&S6bgR ~8TJef~,,0~B~~~N111~I~H~~SE
<br />XND WATER SHED ~ORWARD GARAGE FLOOR.
<br />THIS DRAWING.
<br />FARTIAL INTERIOR ELEvATION
<br />
<br />2x6 MOUNl1NG BASE
<br />~X8X'6 C.M.U.
<br />
<br />GARAGE DOOR ROLLER :-\
<br />CONNECTION ASSEMBLY
<br />TR~t~kG~lrw8rWN OF /fl
<br />
<br />(THIS IS A RECOMENDA 11 ON FOR CONSTRUC110N OF TI-ilS FORM. ANY
<br />MA llR1AL OR CONSTRUC110N METI-iOD MAY BE USED PROVIDED END
<br />PRODUCT MEETS lliE SHAPE AND DIMENSIONS OF TI-ilS DRA\"I1NG,)
<br />
<br />11
<br />
<br />I
<br />
<br />I
<br />
<br />GARAGE ENi'RY FORM DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />MOUNTING BASE SHOWN
<br />IN PosmON
<br />
<br />I
<br />
<br />~
<br />
<br />"
<br />~ ....:<.,.::rGARAGE FLOOR
<br />
<br />z::. :,'. .... -
<br />'-.;'" ," .,
<br />.,' '.' .: ~ .
<br />. . ".\: : .;.. .
<br />
<br />TRANSOM OPENING
<br />
<br />I
<br />
<br />7'-4" A.F.(.
<br />PRECASX REC SS
<br />LI N TEL \ FI LLED
<br />#5 REB~
<br />'"
<br />DOOR OPENING
<br />
<br />I
<br />
<br />SCALE: N.T.S.
<br />
<br />I
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />I
<br />
<br />#
<br />SEAT FOR BLOCK IS ~
<br />POURED IN PLACE CONCRETE~ I"....
<br />GARAGE FLOOR SLAB~ ~
<br />~~~w~~~,rf.HNOTES ~
<br />SLOPE FORWARD .
<br />FOR DRAINAGE
<br />
<br />~
<br />
<br />~
<br />
<br />MOUNTING BA6E DETAIL
<br />SCALE: N.T.S.
<br />o SAMUEL A. GREENBERG, P E. -:34245
<br />D n-lUY I-t ~U'YNH P E. #60122
<br />D IRWIN J. BENSON, FE. -4~lS8
<br />D All ABBAS ~AKIM, P.E. 115b18b
<br />
<br />I
<br />
<br />I
<br />
<br />IEE\
<br />\:V
<br />
<br />.'
<br />
<br />TO Tl-lE eEST Of= THE ENQINEER'5 KNOUJLEDaE AND eELIEF, THE
<br />5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL Y WIT~ Tl-lE
<br />FLORIDA 6UILDINQ CODE, 5ECTION 16"'6 FOR 12'" MPl-l 3 5ECOND
<br />QU5T, EXP05URE 'e' WIND ZONE (2"'~1 EDITION).
<br />Tl-l15 DRAWINa AND DE51aN 15 VALID FOR 12 MONT~S AFTER Tl-lE
<br />DATE IT 15 6fQNED AND 5EALEO.
<br />51aNED AND 5EALED FOR Tl-lE 5TRUCTURAL PORTION OF Tl-lIS
<br />DRAWINQ ONLY.
<br />
<br />SEE PLAN FOR FOOTING
<br />DIMENSIONS
<br />
<br />.. .;
<br />~
<br />
<br />~ SECTION
<br />B-B
<br />
<br />GARAGE ENTRY FINI6l-1ED
<br />MASONRY DETAIL I
<br />SCALE: N.T.S. ,
<br />
<br />~
<br />62.J
<br />
<br />--=--
<br />
<br />2'-0'
<br />
<br />t-\"\
<br />
<br />
<br />
<br />
<br />\ rr PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />/ BUCK - (1) WITHIN
<br />I<: 4" MIN. OF START
<br />~ OF ARCH
<br />
<br />~
<br />
<br />J
<br />
<br />rt
<br />
<br />
<br />I
<br />
<br />r
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />p.o" BOX ~ - APOLLO BEACl4 - FLORIDA - 33512
<br />~ - (813) 645 tZ>166 FAX - (813) 645 ~<e&
<br />e6 Al:.tA\ f(;\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND 111E
<br />.,..., "'" ~ CUENT ON 1111S PROJECT. ANY REPRODUCTION OR UNAU1110RlZED USE IS PROHIBI1ED. - 2003
<br />
<br />"
<br />
<br />ffi REV1SED 08-15-03
<br />ill CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />6EAL "\ 5CAl.E NOTED
<br />DATE 12/12/02
<br />
<br />TAMPA Dlv161a-l
<br />
<br />LENNAR ~OMEe
<br />
<br />5TART Cf ARC
<br />4' MAX. RAP.
<br />
<br />DRAU.N e.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />oJ
<br />'1
<br />
<br />eECTION5, DeT AILe, NOTee
<br />
<br />"-
<br />
<br />DE JOB NO. FM - 5021
<br />
<br />62
<br />
<br />\....
<br />
<br />~
<br />
|