|
<br />RE ENGINEERED WOOD TRUSSES @ 24" OIC
<br />pun CONNECTOR (SEE SCHEDULE)
<br />ti'OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/8" S11JCCO FINiSH PER ASTM C. 926
<br />APPLY 3 LAYERS WI TOTAL TI1ICKNESS 7/8"
<br />OVER METAL LA111. FIRST 2 ~AYERS 3/S"
<br />TI1ICK EACH. 3RD LAYER 1/S TI1ICK,
<br />iiI..
<br />h........~
<br />~
<br />~
<br />
<br />SIMPSON SP2 @ EA. STUD ~ ~
<br />
<br />
<br />v"fll:'iJ'Eb'Rj8R TR"lJ~gfS S~\t. ~~GCOMMON f W ~ /"
<br />WiRE NAILS @ 4" O/C BOUNDARIES ~
<br />6" O/C EDGES & 8" O/C FJELD
<br />
<br />2X4 PT STUDS @ 16" O.C. OR (1)2X4PT SllJD ~
<br />@ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 / --
<br />PT STUDS UNDER HIP CARIER/GIRDER TRUS~ \.
<br />~ J~ \
<br />/~ ., r=~l ~ MAIN SPAN ROOF TRUS)
<br />SIMPSON META20 @ EA. STUD ~ ~ f-- UPLIFT CONNECTOR (SEE SCHEDULE)
<br />/ ~ I E MOISTURE BARRIER
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ~.f- r=.
<br />AND FILLED w/ 2500 PSI GROUT / I-
<br />/ ~ ~
<br />1 ;'5 VERT. IN CONC. FILLED CELL ~ t= E
<br />W/ sm. 90' HOOK IN K.O, BLOCK I- /1-
<br />
<br />KNEEWALL ABOVE MASONRY ~:LL- DETAIL fE\
<br />
<br />5CALE: N.T.5.' S2.J
<br />~
<br />
<br />12
<br />(TYP.) I SEE ELEV,
<br />
<br />/
<br />/
<br />
<br />.........
<br />f:#I*
<br />". ...
<br />
<br />I~VENT OR 2ND FLOOR
<br />
<br />-===rr\ :
<br />1/2" MINIMUM CEMENT FINiSH :d /TYPICAL C.M.U. WALL
<br />~ - rJ
<br />STANDARD 3. DIA. TEE ~ '= ~ -3/4' F\lRRING STRIPS
<br />mREADED 3' DIA. EXlENSION ~'\ =- 2:
<br />
<br />fD8_IJUJAP (3. DIA.) ~ ~ - :=
<br />
<br />___1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ s" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />-
<br />
<br />~~
<br />
<br />1
<br />I--J
<br />
<br />I--
<br />
<br />/
<br />
<br />
<br />/-
<br />-I
<br />z=
<br />
<br />-
<br />
<br />II--
<br />I~
<br />
<br />-
<br />
<br />I--
<br />
<br />MiN. EXTENSION FROM EXTERIOR - I--
<br />F ACE OF BLOCK WALL is 1 1/2" - I--
<br />MAXiMUM EXTENSION FROM EXTERIOR _ I--
<br />fACE Of BLDCK WAlliS 2 1/4. ~:..\ ~DRA'N
<br />
<br />
<br />WALL CLEAN-OUT (A \
<br />5CALE: N.T.5, ~f
<br />
<br />TOP SPLICE
<br />DOUBLE 10d
<br />
<br />.
<br />
<br />~~
<br />
<br />~
<br />
<br />~ ~4'
<br />~. .
<br />~
<br />,;' ~
<br />I\~
<br />"'BOTTOM SPLICE
<br />OVER STUD
<br />
<br />v
<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. \V'
<br />
<br />0..
<br />, ::l:
<br />,
<br />, >.
<br />I ..0
<br />
<br />, DOUBLE 2x TOP PLATE
<br />I
<br />I
<br />
<br />,
<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 WI 10d
<br />x 3" @ 4" O.C. FROM EACH HEADER
<br />F ACE TO BLOCKING
<br />
<br />~
<br />
<br />, .>0:
<br />, co
<br />. \1)
<br />,~
<br />, 0
<br />. ....
<br />. ~
<br />. <
<br />
<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 />. 0
<br />-
<br />.
<br />, ,
<br />I
<br />o:n
<br />I .
<br />
<br />~.....
<br />
<br />V ARIES
<br />
<br />.~
<br />
<br />I
<br />, '
<br />. <0
<br />'\1)
<br />IU
<br />
<br />>
<br />G)
<br />'U
<br />
<br />c;.'\I
<br />--
<br />...J
<br />~
<br />,
<br />0..
<br />::l:
<br />
<br />'0
<br />
<br />) ;;
<br />
<br />"'"
<br />U
<br />llIS
<br />a..
<br />,
<br />.....
<br />.....
<br />\1)
<br />
<br />31
<br />"I)
<br />x
<br />
<br />2 x 6 (MIN) FRAME
<br />WALL HEADER DETAIL
<br />
<br />(2) 2x4 TOP PLATE
<br />
<br />SIMPSON LST A 12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PRO~DE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />\
<br />Ib
<br />I~~
<br />
<br />I
<br />
<br />~(2) 2x HEADER wi ~"
<br />2 x 4 FRAME - - PLYWOOD FLITCH
<br />WALL HEADER DETAIL
<br />
<br />IS
<br /><SO
<br />CD
<br />
<br />&
<br />
<br />....
<br />\1)
<br />-,
<br />c
<br />a
<br />I-
<br />I'>>
<br />, "I)
<br />10
<br />
<br />WALL HEADER DETAILS
<br />
<br />5CAlE: N.T.S.
<br />
<br />.~
<br />
<br />"-MJII2;,'s>>t.~~~~~~.:;iiSI:"~~1i!Ii._"'~~
<br />
<br />10d NAILS @ 6"
<br />O.C. STAGGERED!
<br />
<br />TRANSO~
<br />~ II 0 oM FRAMING
<br />'~1 ~ BEYOND. -
<br />
<br />~ ~ =- LpL YWOOD
<br />o { E \ tSHEAmNG
<br />
<br />~ \!!V
<br />
<br />PLYWOOD
<br />SHEATl1ING
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />- __ SECTION
<br />A-A
<br />
<br />2'-0' 8'
<br />/ \ ~t 3/16" x 3" TAPCONS
<br />
<br />
<br />* ~ '\ ~ LEAVE A CUT OUT IN O.5.B.
<br />~ ON THE INSIDE TO ALLOW FOR
<br />~ INSULATION TO BE INSTAllED
<br />~ -2 x 8 40 DIAGONAL
<br />BRACE AT EA. FACE
<br />!, OF ARCH 'f1. H~ 1 ad
<br />
<br />
<br />~ "(AI::O:~DE T~:N
<br />
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />I
<br />
<br />\ PREF AB CHIMNEY CAP
<br />~FLASHING
<br />2"x4" BLOCKING (SEE MANUF.
<br />V SPECS. FOR MINIMUM DISTANCE)
<br />
<br />I ~ ~Ir EXTERIOR FINISH
<br />
<br />_____ ....... PREF AB CHIMNEY
<br />..........
<br />BLOCKING @ MID POINT 'M1EN
<br />CHIMNEY EXCEEDS 6'-0" IN HEIGHT
<br />:'-1/2" SHEA 1l1ING OR 0.5.8.
<br />
<br />~ -2"x4" STUDS @ 16" O.C. MAX.
<br />
<br />~w
<br />~~
<br />
<br />>-
<br />z
<br /><(<(
<br />zZ
<br /><(-
<br />~~~~
<br />a:: 0
<br />= wI- <(
<br />'T G~ a:: GALV, METAL
<br />.r<: In.. b FlASHIN\
<br />. . I
<br />o~b _
<br />I a:: ~
<br />~~ <( ~ ~
<br />
<br />CRICKETJ"~
<br />
<br />-
<br />
<br />-
<br />
<br />-- -
<br />
<br />jGALV. MlL. FLASHING
<br />~ ~TRUSS TOP CHORD
<br />~
<br />
<br />SECTION "A-A"
<br />SCALE: 3/4"=1'-0'
<br />
<br />PSON MTS12 @ EA CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />A
<br />
<br />A
<br />
<br />I
<br />
<br />(2) 2 X 8 BEAM~
<br />
<br />I
<br />
<br />--
<br />
<br />I
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7' "
<br />-4 A.FJ.,
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />
<br />L-_
<br />
<br />::8
<br />I--
<br />
<br />1
<br />
<br />I
<br />
<br />#5 REBA~f-.-
<br />DOOR OPENING
<br />
<br />MASONRY
<br />WALL BELOW-" _
<br />-
<br />
<br />I
<br />
<br />I
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRAVITY CAP = 1262 Ibs)
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />f-
<br />,-
<br />
<br />NOT TO SCALE
<br />
<br />I DD \
<br />, S2 I
<br />
<br />I-:::!_ ~
<br />p=-~~.......""
<br />~.,J"""," "
<br />~~ "
<br />~ "
<br />~~ "
<br />~N~~
<br />TRANSOM FRAMiNG ~
<br />SEE SECTlON AA/S1 AND
<br />BB/S1 FOR ADDITIONAL
<br />DETAILS ~
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO~
<br />INTO BLOCK@ SPACING PER MANUFACTURE-~ ],IV/, ~ ~
<br />~ ~
<br />1X4 P.T.
<br />1" D ETA I L
<br />1/2" DRYWAL 1 X 4 FURRING
<br />DOOR JAMB W 1/4" X 2-1/2" S.O.S.
<br />WOOD SCREWS INTO P. T. @ 12" O. C. '--_
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1Xif-
<br />@ 16" O.C. 2-ROWS INTO MASONRY . ,
<br />THROUGH lx4 P.T. & lx8 P.T. L1 X 8 p, .
<br />1 -1 /2" DETAIL
<br />
<br />'l,
<br />
<br />RECESS
<br />rLlNTEL
<br />
<br />/
<br />
<br />;t.
<br />
<br /><.1 .'
<br />,'. 4. " '4'
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" X 3" S,D.S.
<br />@ 12" O.C. 2 ROWS STAGGERED,
<br />
<br />2 1 /4" DETAIL
<br />
<br />-I
<br />&;.
<br />
<br />~
<br />
<br />"
<br />
<br />"/
<br />
<br />1X4 P,T:-
<br />
<br />'-2 X 8 P. T.
<br />1/2" DRYWALL 1 X4 F.URRING
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. -I
<br />1 X 4-
<br />I'
<br />
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED L-2X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />3" D ET AI L 1 X 4 FURRING
<br />1/2" DRYWALLl
<br />DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" 0,C'__6
<br />10d @ 12" O.C. 1 ~
<br />'L1r
<br />
<br />~~~~~&'JD @~J~" 36~~"iJ5~s LfNNT~ 1A:{g~~yL2X8
<br />3-1 /4" DETAIL
<br />BUILDOUT 'GV OVER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS I CC \
<br />NOT TO SCALE 527
<br />
<br />--
<br />
<br />"/
<br />
<br />;-~:=J:;; 1- ~'^
<br />':!!l--~ ....... " "
<br />-q~" ~ "
<br />.~~~~"
<br />~ ...).."
<br />~~< "
<br />I 7' TRANSOM fRAMING ~~,
<br />1< SEE SECTlON AA/S1 AND ~'V-
<br />BB/S1 FOR ADDIllONAL ~
<br />DETAILS
<br />~
<br />~
<br />
<br />,~
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br /><1 /.
<br />
<br />4 ...
<br />4
<br />
<br />~
<br />
<br />,'<1 '
<br />
<br />0~
<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"
<br />4 MAX. SOLID BlKG. AT TOP
<br />- - BTWN. ARCH BLKG. & BUCK ~
<br />I 1
<br />
<br />'"
<br />1 X 4 FURRING/ 1/"
<br />
<br />/if ~&~ AT 8" O.C.
<br />
<br />I
<br />
<br />,
<br />
<br />b<
<br />
<br />BLOCK HEADER
<br />
<br />(4) 10d NAILS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1/2" DRYWALL
<br />
<br />2 x 8 40 DIAGONAL ~ ~ ~ 7/16" OSB
<br />BRACE(S) .......... ARCH PANEL
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />-
<br />
<br />BUilT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT w/ 8d NAILS
<br />
<br />~ (4) 10d NAILS INTO
<br />2 x 8 BRACE/ BlKG.
<br />2 x 4 SOLID BlKG. (FULL WIDTH OF WALL)
<br />BTWN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />INSTALL WDW. SCREW
<br />ANCHOR INTO ARCH BlKG.
<br />PER INSTALLATION DETAILS
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />rAA\
<br />\!V
<br />
<br />PROVIDE TAPCON PER WDW. INSTALLATION
<br />DETAilS OR THRU 1-1/2" THK. OR MORE BUC~
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />36" MAX.
<br />
<br />C" :I~IRDER TRUSS
<br />
<br />1
<br />
<br />-
<br />"Fr-2"x BUILT-UP COLUMN
<br />~
<br />o 0
<br />
<br />W KN/OC1K-2~T BLOCKi NOTCH LINTEL WHERE REQUIRED
<br />t'IJ ~ t FOR CONCRETE PLACEMENT
<br />, I" f"' .., t ',n t." ,.J ,;, L.; . l. q
<br />
<br />7
<br />'/. ~ r .~
<br />
<br />ATTACH BLOCKING ~
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />i ~C:E~
<br />i~
<br />
<br />SIMPSON
<br />HTT16 TYP. ~
<br />
<br />5/8"0 THRU~ ~/~x TOP PLATE
<br />- -= -
<br />BOLT - ::::...'-~ -
<br />
<br />II
<br />
<br />I
<br />
<br />STD. 90' HOOK
<br />T BOND BEAM
<br />CONT #5 B-f'R 1
<br />
<br />: 0: 0 ~S-16d NAILS
<br />
<br />o 00 ~
<br />o 0
<br />
<br />o 0 5/8"0x8"" J" BOLT OR
<br />5/S"!/J HIL 11 K~K BOLT II
<br />,,~~W/ MIN. B. EMBEDMENT
<br />
<br />
<br />
<br />
<br />
<br />
<br />~ '<<I:
<br />
<br />~'~'f.!'....'O!,""'.....".
<br />'~~'''~a'. lid \\1'"
<br />:-,\' 'W,":
<br />
<br />I~ ." .'", , ,,'," "'" '.1 ':', ..' ..' : !
<br />.. ....:. .4' '" .A . . ,', ' .' ,<I, ,'. '." .:'.~ ..4.7'
<br />
<br />
<br />T r. I STD. 90' HOOKl
<br />
<br />I [PRECAST LINTEL wi (1) #5 CONT.
<br />I IN OPENINGS GREATER THAN 6'-0" WIDE
<br />
<br />
<br />l
<br />T
<br />r
<br />
<br />IMPSON MTS12 @ EA. CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />SLOPl
<br />
<br />I
<br />
<br />CONT. #5
<br />BAR\
<br />
<br />II
<br />
<br />r
<br />I
<br />I
<br />1
<br />
<br />I
<br />
<br />Vf'REF AB CHIMNEY ASSEMBLY
<br />
<br />(,/-:::::::-..
<br />J \V
<br />'\. )/
<br />'-'~
<br />
<br />STD. 90'
<br />HOOK",
<br />
<br />, ~ I
<br />.1
<br />
<br />A
<br />
<br />r
<br />1
<br />1
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />OPENING
<br />
<br />1"-2"X4" @ 16" O.C. MAX.
<br />V2"X4" BLOCKING TYP.
<br />
<br />I ... II
<br />
<br />I
<br />
<br />'-------- 2 X B,U, C
<br />
<br />SIMPSON HTT16 j
<br />TYP,
<br />
<br />I
<br />
<br />I
<br />
<br />1,1
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />~FILLED CELL Wi (1) #5 VERTlCAL~
<br />SEE FDN. PLAN FOR LOCATION II
<br />
<br />~
<br />
<br />TYPICAL Cl-4IMEY DETAILsJ F '\
<br />5CALE: N.T.5. ~
<br />
<br />I
<br />
<br />II
<br />
<br />'v,
<br />TYPICAL I-ITT16 TO
<br />BUILT -UP COLUMN DET AILI R ,
<br />\:!V
<br />
<br />
<br />~ \ (1) SIMPSON LSTA14
<br />~ (I) 24" O/C STAGGERED (TYP.)
<br />
<br />""-.....~,:,? ~ SEE FLOOR PLAN NOTES
<br />'i,'~ ~ / \ FOR REQUIRED CONNEC1l0N
<br />~'~~-RO'vVS 16d NAILS STAGGERED@
<br />~ /' . . . 16" olc EACH FACE OR 3-~0~
<br />~ ' 16d N'AILS STAGGERED @ 16 0 C
<br />16d NAILS @, ~ ..............~ ~ J<:::::::::-" FOR 2"x10" OR GREATER HEAD R
<br />16" OIC TYP. ~~ 1 ~
<br />EACH PLY ~ ~
<br />
<br />~
<br />
<br />'(1\ 1\ L DOUBLE HEADER W/1/2"
<br />\:2Y FLITCH PLATE U,N.O.
<br />
<br />f\
<br />~~~bl)j~E~NPA~h9S~N90AS
<br />HEADER WI (2) 16d @ 16" O/C
<br />UNLESS NOTED OTHERWISE
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />NOTES:
<br />CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDl1l0NAL INFORMA 1l0N.
<br />@ ~~IFJd~A~dbtDR~W6~~~t~ENT Q) OPENINGS LESS Tl1AN OR EQUAL TO 6'-0"
<br />, IN ~D111 DO NOT REQUIRE ADDIllONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />TYPICAL FILLED
<br />LINTEL AsSEMBL YI G \
<br />SCALE: N.T.5. 'S2 f
<br />
<br />#(0 ~~~~E~~O~0~8U~~MION
<br />
<br />SIMPSON STRONG /-=--
<br />TIE HTT1~ ( N \
<br />SCALE: N.T.S. , S2 I
<br />
<br />-=-
<br />
<br />BOND BEAM STEP DETAIL (H \
<br />5CALE: N.T.5. ~'
<br />
<br />c
<br />
<br />ROOF TRUSS
<br />(ABOVE
<br />r2X4 BLOCK'NG
<br />
<br />
<br />~l f~
<br />~ t ~ ~SIMPSON DTC @
<br />~ ~ EA. BLOCKING
<br />" '
<br />'f~
<br />
<br />~2XS WALL
<br />m ABOVE ENTRY
<br />K.O. BLOCK
<br />~ ~:W/(1) #5 CONT.
<br />& FI LLED
<br />t== == ANCHOR BOlT
<br />
<br />
<br />....
<br />
<br />
<br />@
<br />
<br />~~
<br />
<br />{SEE PLAN FOR REQUIRED
<br />CONNEC1l0NS
<br />i
<br />'1/
<br />P.T. BOT. PLATE
<br />
<br />"'=
<br />
<br />'="
<br />
<br />SIMPSON STC W/
<br />3--Bd COMMON NAILS \
<br />
<br />riTRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING WI 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />,
<br />
<br />7 5~ B" 7 5/~ 8' 7 5/T t B'
<br />
<br />
<br />
<br />-- JI -- -S01:'AS--- D - ------- =D - -SOLID AREAS
<br />~ ARE STEEL AND D
<br />D / GROUT D /1- ~~6u~TEEL AND
<br />INTERIOR WALL "~
<br />\ [if /~ SAW CUT TO 10 1/2 ~ ~Ir-SAW CUT TO 10 1/2":ir /f- FULL 8x8x16 BLOCK
<br />
<br />
<br />'i - - ~ ~ - -DOOR OPENING- - fU .- -DOOR OPENING - - -Qi:iJf -ODOR OP'NING-~
<br />
<br />I i \ FILL THIS CAVITY WITH ~ [\ FILL THIS CAVITY WITH I ~ I \ FILL THIS CAVITY 'MTH
<br />EXTERIOR WALJ81 L GROUT FROM FINISHED I ~ GROUT FROM FINISHED ~ GROUT FROM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO l8J FLOOR GRADE TO .
<br />LINTEL ABOVE. '===== LINTEL ABOVE. D LINTEL ABOVE.
<br />__ D ________JDl___+___ D ___
<br />
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
<br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />iiiiI
<br />~~ I'
<br />/ ~I 1/4" MIN. SPACE
<br />2x TOP PLA TE~
<br />OTE: 2-16d NAILS @
<br />24" O,C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />;t CAN BE USED IN LIEU OF SIMPSON
<br />----' L-- STC STRAP
<br />~ V"7 2x S11JD @ 24" O.C. MAX.
<br />
<br />I /1iROVIDE HIL 11 X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P.T. PLATE~ /~iX6 W1,4XW1,4 ~
<br />~ j OR FIBERMESH
<br />I ~ I
<br />.1._ _ _ "'_ ~ _ -d-- ~ ~ .., .,; . J . a. .-,;1...
<br />1<1 . ,. .. A --r- - --. ~ .,-~ l
<br />
<br />..=.
<br />
<br />T'YPICAL INTERIOR NON-BEARING WALL DETAIL, J '\
<br />
<br />\!V
<br />
<br />MASONR'Y LA 'Y OUT
<br />SCALE: N.T.S,
<br />
<br />(7;\
<br />\!V
<br />
<br />I B
<br />
<br />(1) 2"x4" CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (2) 2" X 4"
<br />C~IPl;lE t:OR OPENING
<br />6 -0 OR GREATER
<br />~
<br />
<br />ASONRY WALL
<br />
<br />/2"X4" STUDS TYP.
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />rSIMPSON 0- SIMPSON
<br />I SP2 A35
<br />
<br />'~") . . ><
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPiNG
<br />
<br />~~
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL HEADER DETAIL I Q \
<br />5CALE: N.T.5. \V
<br />
<br />SCALE: N.T.S.
<br />
<br />()
<br />O,o~ OOf?
<br />· UPLIFT CONNEC1l0NSlvllvG
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />-
<br />
<br />LNAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />~
<br />- '-------10d NAILS @ 6"
<br />STAGGERED
<br />
<br />i
<br />
<br />~ REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. ~
<br />
<br />WlDTl1 OF OPENING VARIES
<br />
<br />1/2"X9 1/2" PL YWOO
<br />SCRAP MATERIAL
<br />
<br />" FORM CONCRETE iNSET TO
<br />,.4.' r / CREATE A SOLID BASE FOR BLOCK
<br />
<br />1/ WAll ABOVE
<br />
<br />IREFER TO PAGE SDW2 FOR
<br />IADDITIONAL INFORMATION BY MANUFACTURER,
<br />TYPICAL SECTION THRU WINDOW (;;\
<br />S2
<br />
<br />-I
<br />-I
<br /><t:
<br />~~
<br />~~
<br />o
<br />~ FORM CREATES CONCRETE RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />2x4 (NOM,) KEEP SllFFENER BACK FROM SIDES ENOUGH
<br />TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />
<br />V-;SIMPSON
<br />A35
<br />)
<br />
<br />.-SIMPSON SP1
<br />rANCHOR BOLTS @
<br />SIMPS~35 _ / 24" O.C. MAX
<br />.. ""'1\' J
<br />2X4 P.T.
<br />PLA TE
<br />
<br />'/. '/'
<br />
<br />fK\
<br />~
<br />
<br />TYPICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.S.
<br />
<br />SCALE: N.T.S.
<br />
<br /><1
<br /><l '
<br />'4
<br />
<br />16 I "- B
<br />
<br />\ fXB P. T. BOTTO~ P~
<br />
<br />I \ I I
<br />LANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />GARAGE DOOR ROLLER ~
<br />CONNECTION ASSEMBLY
<br />TR~t~~G~IR~8JWN OF_I
<br />
<br />'////
<br />
<br />~
<br />
<br />GARAGE DOOR
<br />
<br />RACK MOUNTING BRACKET
<br />
<br />; ~RAGE DOOR
<br />
<br />
<br />II
<br />
<br />TRACK
<br />
<br />o
<br />
<br />SIMPSON I
<br />SP2 I
<br />:::;t:
<br />2X4 S1lJDS @ 24" O.C. ~;
<br />2'-0" I
<br />A j
<br />/ r
<br />r
<br />1/2" ANCHOR BOLT @
<br />24" O.C, MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECllON7
<br />~, .J
<br />11
<br />\ D
<br />L SIMPSON A35
<br />I
<br />
<br />-SIMPSON
<br />A35
<br />
<br />(Tl1IS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF THIS FORM. ANY
<br />MA TERIAL OR CONSTRUCllON ME1110D MAYBE USED PROVIDED END
<br />PRODUCT MEETS 111E SHAPE AND DIMENSIONS OF 1111S DRA~NG.)
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />rrl
<br />
<br />la
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />5CALE: N.T.S.
<br />~ MOUNllNG BASE SHOWN
<br />IN POSIllON
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />~
<br />
<br />c
<br />
<br />1\
<br />/ ~~l ~II ~
<br />
<br />/.. ';,."., I . ,,~\',i.,. '."' ..".......~,'\.
<br />. . '1. :'~. .. ,',. " " ~
<br />
<br />POURED CONCRETE BASE FOR \ l
<br />
<br />~~~S~ h~~L~~~~8~~~~~~D-~ ~8TJ~~"0~B~~~N111~I~HBE~SE
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />~SIMPSON
<br />A35
<br />
<br />,SIMPSON
<br />I SP2
<br />'t' '1
<br />, .. ,)
<br />
<br />~SIMPSON
<br />A35
<br />
<br />.......-- 1 ad NAILS @ 4"
<br />i ~ STAGGERED
<br />
<br />I
<br />
<br />NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />".;t-
<br />I
<br />'0
<br />
<br />_2X4 P. T.
<br />.~;: PLATE
<br />, ..,)-
<br />
<br />TRANSOM OPENING
<br />
<br />I
<br />
<br />~
<br />
<br />,
<br />,
<br />
<br />2x6 MOUNllNG BASE
<br />~XBXI6 C.M.U.
<br />
<br />'.,:~ <::r GARAGE FLOOR
<br />
<br />-
<br />
<br />-
<br />
<br />PARTIAL INTERIOR ELEVATION
<br />5CALE: N.T.5.
<br />
<br />I
<br />
<br />PLY'NOOD
<br />FASTENED TO TRUSSES 'M1l1 3d COMMON
<br />WiRE NAILS @ 4" O/C BOUNDARIES
<br />6" O/C EDGES & 8" O/C FIELD
<br />
<br />/
<br />
<br />7'-4" A.F.~.
<br />PRECASX REC SS
<br />LINTEL I FILLED
<br />#5 REB~
<br />~
<br />DOOR OPENING
<br />
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.5.
<br />o SAMUEL A. GREENBERG, PE. #34245
<br />o n-IUY l-t ~UYNH P E. #60122
<br />o IRWIN J. BENSON, F.E, -4~l58
<br />o ALl ABBAS ~AKIM, PE. #56l86
<br />
<br />,.
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW_.........J"
<br />SEAT FOR BLOCK IS ~
<br />POURED IN PLACE CONCRETE~ ........
<br />GARAGE FLOOR SLAB \
<br />~~~WMNt~AIHNOTES ...~
<br />SLOPE FORWARD___
<br />FOR DRAINAGE
<br />
<br />. ...,......'..::..'.....:
<br />
<br />I
<br />
<br />-SIMPSON SP1
<br />
<br />I
<br />
<br />.; ~ '
<br />
<br />I r;IMPSON
<br />1/ A35
<br />J.: :
<br />
<br />(9
<br />
<br /><1
<br />41", .
<br />
<br />SIMPSON A35
<br />r/
<br />I~l "-
<br />\ 2XB P 1. BOT+ P~
<br />I \ 1 T
<br />L~NCHOR BOLTS @ 24" D.C. MAX. (MIN.
<br />(2) PER BOTTOM PLATE)
<br />
<br />"'1 ,,'
<br />
<br />I
<br />SIMPSON MET A 16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />I
<br />
<br />FRAMING DET AILS ~
<br />ABOVE ENTRY J FF \
<br />NOT TO SCALE 52
<br />
<br />~
<br />\!:V
<br />
<br />~I '.
<br />
<br />SE'PlAN~ .,',
<br />DIMENSIONS !'
<br />
<br />TO THE BEST OF TI-IE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITI-I TI-IE
<br />FLORIDA BUILDING CODE, SECTION I~~%I FOR 12~ MPl-l 3 SECOND
<br />GUST, EXPOSURE '6' WIND ZONE (2001 EDITION).
<br />TI-IIS DRAWING AND DESIGN 15 VALID FOR 12 MONTI-IS AFTER THE
<br />DATE IT 15 SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR TI-IE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />
<br />/
<br />
<br />2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION
<br />.--3/16" x 3 1/4" TAPCON (1 1/4- MIN. EMBEDMENT INTO BlK.)~ -- B-B
<br />
<br />_do MAX. , 2'-0' 8'
<br />I... ~ I,
<br />BLOCK HEADER-~ SOLID BlKG. AT TOP l "" l l
<br />1 X 4 FURRING "-.., \. BTWN. ARCH BlKG. & BUCK, "" I
<br />
<br />I I
<br />
<br />" '\
<br />PROVIDE 2 x 8 DIAG. BRACE ~ ' ~ -~ \ 7 PROVIDE (2) MIN
<br />
<br />~;;NO~:;;,~:'g~E~~E~4. " LEAVE A CUT OUT 'N O.S.B. / V ,V' ~~C~ON"' ~;)~f~~E
<br />2 x 8 VERT'l ON THE INSIDE TO ALLOW FOR<.::::::::: ~
<br />BRACE(S) ~ k1~ INSULATION TO BE INSTAllED - ~ ~~~ 1_ OF ARCH
<br />
<br />~ 7/16" OSB
<br />BUilT UP PlWD. BUCK~ _ _ RCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO ~-~,
<br />FIT ARCH CONNECT W/ 8d NAilS / "'-2 x 4 SOLID BlKG. ~FUll WIDTH OF WAllS) 5TART Cf ARC
<br />INSTALL WDW. SCREW / ~~~. c?SSII~~8H ~A x E~ wi (4) 10d NAILS 4' MAX RAP.
<br />ANCHOR INTO ARCH BlKG.
<br />PER INSTALLATION DETAilS
<br />
<br />TAMPA DIVlerCN
<br />
<br />DRAU.N B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />GARAGE ENTRY FINISHED ~
<br />MASONRY DETAIL I P \
<br />SCALE: N.T.5. '\!:V
<br />
<br />8d NAILS @ 8" O.C. AT BUCK
<br />
<br />,
<br />~
<br />
<br />D E DANSCO
<br />
<br />EN~INEERIN~, FA.
<br />
<br />P.o" eox ~ - APOLLO 6EAC44 - FLORIDA - 33&12
<br />~ - (813) 640 fZ>166 PAX - (813) 640 ~<aa
<br />e6 4&,,, @n1ESE DRA'II1NGS AND DESIGNS ARE n1E JOINT PROPERTY Of DANSCO ENGINEERING, PA AND n1E
<br />CUENT ON n1IS PRO-I:CT. ANY REPRODUCTION OR UNAUn10RIZED USE IS PROHIBITID. 2003
<br />
<br />'"
<br />
<br />~Alls8 A~E~: ~~D (2) 1 ad
<br />
<br />r
<br />
<br />& REV1SED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />eeAL '"
<br />\ eCALE NOTED
<br />DATE 12/12/02
<br />
<br />LENNAR ~OMEe
<br />
<br />I
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />~
<br />\!V
<br />
<br />62
<br />
<br />1-
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />5ECTIONe, DET AILe, NOTEe
<br />
<br />~
<br />
<br />\...
<br />
<br />DE JOB NO. PM - S021
<br />
<br />)
<br />
|