|
<br />RE -ENGINEERED WOOD TRUSSES @ 24" O/C
<br />pun CONNECTOR (SEE SCHEDULE)
<br />OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/8" srucco FINISH PER ASTM C. 926
<br />
<br />OVER METAL LA111. FIRST 2 ~AYERS 3/8"
<br />1111CK EACH. 3RD LAYER 178 mCK.
<br />
<br />...~\; ~ ~~.CRtCKET AS REQUIRED
<br />~
<br />/~~
<br />SIMPSON SP2@EA'S7D/// / ~
<br />
<br />1 2" EXTERIOR GRADE SHEA llilNG
<br />v';SlINED TO TRUSSES 'Mlli 3d COMMON ~
<br />'MRE NAILS @ 4" O/C BOUNDARIES .........
<br />6" O/C EDGES & 8" O/C FIELD ~:;"...
<br />... ......
<br />"
<br />
<br />12
<br />
<br />(TYP.) I SEE ELEV.
<br />
<br />/
<br />/
<br />
<br />~-
<br />KNEEWALL ABOVE MASONRY WALL DETAIL ,
<br />,
<br />SCALE: N.T.S.
<br />
<br />GVENT OR 2ND FLOOR
<br />r\\-.::::::
<br />
<br />1/2" MINIMUM CEMENT FINISH - ~ - I/TlPICAL C.M.U. WALL
<br />
<br />~: =
<br />STANDARD 3" DIA. TEE ~ I---
<br />TllREADED 3" DIA. EXTENSION ~~ :-
<br />FD$OOHl'OOHJUlAP (3" DIA.) ~ -' '-
<br />
<br />- L--3/4" FURRING smlPs
<br />
<br />-
<br />
<br />= ~ 1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ 8" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />r--
<br />
<br />~
<br />
<br />I--
<br />1/ V
<br />
<br />/~
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />I--
<br />
<br />-
<br />
<br />MIN. EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 1 1/2" I-- -
<br />MAXIMUM EXTENSION FROM EXTERIOR I-- _
<br />FACE Of BLOCK WALL IS 2 1/4" B\,~DRAIN
<br />
<br />
<br />WALL CLEAN-OUT / A \
<br />SCALE: N.T,S. \ 52 J
<br />
<br />~
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />r--.;
<br />~~
<br />
<br />,~.
<br />
<br />~
<br />~
<br />~
<br />~
<br />V ~OTTOM SPLICE
<br />OVER STUD
<br />
<br />..
<br />
<br />Y;,
<br />
<br />v
<br />
<br />10d @ 8" O/C
<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, "-- 527
<br />
<br />"'==""
<br />
<br />::L
<br />::c
<br />
<br />>.
<br />.a
<br />
<br />.:.c
<br />=
<br /><D
<br />~
<br />o
<br />....
<br />~
<br />cC
<br />
<br />DOUBLE 2, 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 />F ACE TO BLOCKiNG
<br />
<br />'/Ii
<br />r;}
<br />?'Ih
<br />
<br />---(2) 2x HEADER
<br />
<br />2x BOTTOM PLATE W/ (1) 10d X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />....
<br />o
<br />-
<br />
<br />o:Q
<br />....
<br />
<br />VARIES
<br />
<br />-
<br />~
<br />
<br />2 X 6 (MIN) FRAME
<br />WALL HEADER DETAIL
<br />
<br />,
<br /><II)
<br /><D
<br />to)
<br />>
<br />CD
<br />~
<br />N
<br />-
<br />...J
<br />~
<br />,
<br />0-
<br />::c
<br />'U
<br />....
<br />CIIS
<br />....:
<br />to)
<br />CIIS
<br />0-
<br />o
<br />....
<br />....
<br /><D
<br />~
<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 />~
<br />I~
<br />!~
<br />I
<br />
<br />~(2) 2x HEADER wi ~"
<br />2 X 4 FRAME - - PLYWOOD FLITCH
<br />
<br />WALL HEADER DETAIL
<br />
<br />cD
<br />oS
<br /><0
<br />
<br />f1'\
<br />52 r
<br />
<br />....
<br /><D
<br />"?
<br />C
<br />c::D
<br />=
<br /><D
<br />C
<br />0-
<br />::J:
<br />
<br />WALL HEADER DETAILS
<br />SCALE: N.T.5.
<br />
<br />36" MAX.
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />! \ PREFAB CHIMNEY CAP
<br />FLASHING
<br />\ ~ 2"x4" BLOCKING (SEE MANUF.
<br />\ V SPECS. FOR MINIMUM DISTANCE)
<br />
<br />-~ f- - - r~ ~EXlIRIOR FINISH
<br />
<br />[....or vPREFAB CHIMNEY
<br />v
<br />BLOCKING @ MID POINT WHEN
<br />CHIMNEY EXCEEDS 6'-0" IN HEIGHT
<br />1.---1/2" SHEAllilNG OR O.S.B.
<br />
<br />i.... 1---2"x4" SllJDS @ 16" O.C. MAX.
<br />
<br />/~
<br />1 \y
<br />\, ))
<br />-....' ~
<br />
<br />ATTACH BLOCKING ~
<br />TO TRUSSES w/ SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />SLOPE
<br />-
<br />
<br />/""
<br />
<br />>-
<br />~<
<br />ZZ
<br /><-
<br />~ ~i~
<br />Q:: 0
<br />. wI- <
<br />cr B~ Q:: GALV. METAL
<br />i<: ILL 'b FlASHIN\
<br />. I
<br />'bt:::io __
<br />I Q::-
<br />~~<~ij
<br />
<br />CRICl<.ET~~
<br />
<br />V_GALV. M1L FLASHING
<br />~ ~USS TOP CHORD
<br />
<br />
<br />PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />~ /t
<br />;j ~CKEI-
<br />~~" I
<br />~~
<br />
<br />~
<br />~
<br />
<br />-- -
<br />
<br />~
<br />
<br />
<br />~MPSON MTS12@EA.CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />""--pREFAB CHIMNEY ASSEMBLY
<br />
<br />---4
<br />
<br />=
<br />
<br />\"2"X4" @ 16" O.C. MAX.
<br />/2")(4" BLOCKING TYP.
<br />
<br />-
<br />
<br />-=-
<br />
<br />SECTION "A-AI
<br />SCALE: 3/4":1'-0'
<br />
<br />TYFICAL C~IMEY DETAILS,
<br />SCALE: N.T.S. ,
<br />
<br />F \
<br />52 f
<br />
<br />,SIMPSON (C)-SIMPSON
<br />I SP2 A35
<br />><
<br />
<br />r-SIMPSON SP1
<br />I rANCHOR BOLTS @
<br />., SIMPS~.. _ V 24" O.C. MAX
<br />
<br />....1 ~ ~ 2X4P.T.
<br />I '- II PLA TE
<br />\ fB P.T. BOTTO~ PL::;p.
<br />
<br />I I I
<br />L ANCHOR BOLTS @ 24~ O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLAIT)
<br />
<br />/:SIMPSON HUSC48 CONCEALED FLANGE
<br />HANGER W/ (6) 10d INTO BEAM &
<br />(6) 3/16" X 1 3/4" TAPCONS
<br />A
<br />
<br />c
<br />
<br />1 ad NAILS @ 6~
<br />O.C. STAGGERE/
<br />~~I 0
<br />
<br />I
<br />
<br />~
<br />1
<br />
<br />I
<br />
<br />" () ~
<br />2X4 PT SllJDS @ 16 O.C. OR 1 2X4PT SllJD ---
<br />@ 24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 ./ --
<br />PT SllJDS UNDER HIP CARIER/GIRDER TRUS~ ~ ~ ~ '"\
<br />
<br />/= ~ =~l "'-MAIN SPAN ROOF TRUS
<br />-./ -~ - UPUFT CONNECTOR (SEE SCHEDULE)
<br />SIMPSON META20 @ EA. SllJD / ~I ~ MOISllJRE BARRIER
<br />
<br />S'XS'X16" K.O. BLOCK W/1 #5 CONT~ -,
<br />AND FILLED W/ 2500 PSI GROUT -
<br />=:
<br />1 #5 VERT. IN CONC. FILLED CEll = =
<br />w/ sm. 90' HOOK IN K.O. BLOCK -
<br />-=
<br />
<br />A
<br />
<br />~
<br />TRANSOM-- ,::E
<br />o M FRAMING ~
<br />~ BEYOND.-- .-
<br />
<br />- ~ = LpL YWOOD
<br />o { E \ tSHEA n-lING
<br />
<br />~ \&
<br />~
<br />
<br />(2) 2 X 8 BEAM~
<br />
<br />-=-
<br />
<br />E\
<br />52 r
<br />
<br />--
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />
<br />t B
<br />
<br />-
<br />
<br />I
<br />
<br />I
<br />
<br />MASONRY
<br />WALL BELOW-' _ _
<br />
<br />'I
<br />
<br />~
<br />
<br />PLYWOOD
<br />SHEA n-lING
<br />NCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />I
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />I I
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRAV1TY CAP = 1262 Ibs)
<br />
<br />'{
<br />
<br />-
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />-SIMPSON
<br />A35
<br />
<br />~
<br />~
<br />
<br />. ,. .,
<br />. .. -)
<br />
<br />".:::t- ~
<br />"'oJ:::::o~......" "
<br />~...J'" "
<br />~~ "
<br />~ "
<br />~~ "
<br />~~N~~
<br />TRANSOM FRAMING
<br />SEE SEC~ON AA/S1 AND
<br />BB/S1 FOR ADDmONAL
<br />DETAILS t
<br />
<br />-
<br />
<br />-
<br />
<br />NOT TO SCALE
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO~
<br />INTO BLOCK@ SPACING PER MA~UFACTURE-ll
<br />1X4 P.T.
<br />
<br />w
<br />
<br />r\
<br />I\-NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />1" D ET AI L
<br />1/2" DRYWAL 1 X 4
<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 1X't
<br />@ 16" O.C. 2-ROWS INTO MASONRY G
<br />THROUGH 1x4 P.T. & 1x8 P.T.
<br />1 -1 /2" DETAIL
<br />
<br />F RRING
<br />
<br />,
<br />
<br />RECESS
<br />r LINTEL
<br />
<br />/
<br />-- ~ '. 4. "".
<br />.{'. .
<br />
<br />4 '
<br />
<br />r:SIMPSON
<br />A35
<br />~ "'
<br />~:. 10
<br />
<br />X 8 P. .
<br />
<br />~
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" X 3~ S.O.S. -l
<br />@ 12" O.C. 2 ROWS STAGGERED. ~ l.J
<br />1X4 P,T:-
<br />L2X8P.T.
<br />1/2" DRYWALL 1 X4 FURRING
<br />
<br />~
<br />
<br />2 1 /4" D ETA I L
<br />
<br />c
<br />
<br />-SIMPSON
<br />A35
<br />
<br />rSIMPSON
<br />I SP2
<br />
<br />. " 'I
<br />, " ~
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. -Yiii
<br />1 X 4-DIn
<br />"j
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED ~X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />3" DETAIL 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 />~~i~~~'lD @~~" 3i~~"~_~5~SL~NNTt ~:~g~y L2X8
<br />
<br />3 - 1 /4" D ETA I L
<br />BUILDOUT '(;) OVER SIZE DOOR~
<br />WINDOW ROUGI-i OPENINGS { CC \
<br />NOT TO SCALE ~
<br />
<br />-
<br />
<br />Jl:T- ~
<br />-'3$.;J;;:~...... " ,
<br />~~-..,....~"
<br />'~~~"
<br />~ ~""
<br />"
<br />TRANSOM FRAMING ~,
<br />I.zSEE SEC~ON AA/S1 AND :y.
<br />BB/S1 FOR ADDmONAL "~
<br />DETAILS ~
<br />
<br />\
<br />
<br />.-SIMPSON SP1
<br />
<br />~
<br />
<br />1\
<br />
<br />IL~AILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />I i;IMPSON
<br />II A35
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br /><1 /.
<br />
<br />~
<br />
<br />.1
<br />
<br />-Q
<br />'. 4... 4.
<br />
<br />ROOF TRUSS
<br />(ABOVE
<br />r2X4 BLOCKING
<br />
<br />t....
<br />;0. ~ SIMPSON DTC @
<br />^ "'" EA. BLOCKING
<br />1\'
<br />.....
<br />~2X8 WALL
<br />~;: ABOVE ENTRY
<br />~l'-. K.O. BLOCK
<br />1=;';1'" ""- W/(1) #5 CONT.
<br />& FILLED
<br />
<br />=6
<br />
<br />ANCHOR BOlT
<br />
<br />N
<br />
<br />@
<br />
<br />ASONRY WALL
<br />
<br />-
<br />
<br />2X4 TOP
<br />PLA TE
<br />OVERLAPPING
<br />
<br />~
<br />- ",,-10d NAILS @ 6"
<br />STAGGERED
<br />
<br />i
<br />
<br />CD
<br />
<br />rSIMPSON
<br />I A35
<br />10d NAILS @ 4"
<br />STAGGERED
<br />
<br />-'
<br />
<br />.
<br />...r
<br />1
<br />'0
<br />
<br />PLYWOOD
<br />F AS1ENED TO TRUSSES 'Mlli 3d COMMON
<br />WIRE NAILS @ 4" O/C BOUNDARIES
<br />7EOGf.S & 8" O/C fiELD
<br />
<br />SI~ON A35
<br />:~. /"
<br />
<br />0~
<br />
<br />I~ I '-
<br />
<br />\ 2X8 P.T. 80n+ P~
<br />
<br />I \ I I
<br />L~NCHOR BOLTS @ 24" O.C. MAX. (MIN.
<br />(2) PER BOTTOM PLATE)
<br />
<br /><1
<br /><:1. .
<br />'4
<br />
<br />~
<br />
<br />.<1 '
<br />
<br />2 )( 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 />i" MAX. SOLID BLKG. AT TOP
<br />- - BTWN. ARCH BLKG. & BUCK 1.-
<br />1
<br />I .
<br />
<br />I
<br />,-
<br />
<br />A -.-. SECTION
<br />A-A
<br />2'-0' 8'
<br />7 '\ r--=---t 3/16" x 3" TAPCONS
<br />
<br />" V
<br />
<br />* ~ \ LEAVE A CUT OUT IN 0.5.8.
<br />~_ ,--ON THE INSIDE TO ALLOW FOR
<br />INSULATION TO BE INSTALLED
<br />~ 2 x 8 45. DIAGONAL
<br />~ ~ ~" BRACE AT IAlC1' ~~CE
<br />I' OF ARCH ~. &~[ 10d
<br />.~ ~ NAILS AT , 0
<br />
<br />
<br />
<br />~ PROVIDE TAPCON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />1 X 4 FURRING/ '
<br />
<br />;if ~t~ AT 8" O.C.
<br />
<br />l><
<br />
<br />BLOCK HEADER
<br />
<br />(4) 10d NAILS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1 /2- DRYWAL~
<br />
<br />2 x 8 40 DIAGONAL _ I'---- k 7/16" OSB
<br />BRACE(S) r-- ARCH PANEL
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />:-- -
<br />..,.- '"'"
<br />
<br />I~ (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 />I-
<br />
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT W/ 8d NAILS
<br />
<br />/
<br />
<br />INSTALL WDW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />/
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />--=-
<br />
<br />(AA\
<br />\!:V
<br />
<br />PROVIDE TAPCON PER WDW. INSTALLATION
<br />DETAILS OR THRU 1-1/2" THK. OR MORE BUCf
<br />WITHIN 6- MIN. OF START OF ARCH
<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 />_rt" MAX. 2'-0' 8'
<br />- L, L,
<br />SOLID BLKG. AT TOP 1 \"" l
<br />BTWN. ARCH BLKG. & BUCK! I "" I
<br />I I
<br />
<br />, ~
<br />s~:~:a~~t~~~:.~ ~ LEAVE A CUT OUT IN 0~8 : ~ I~/ ~ '.if ~fc~:~ :~:~~~E
<br />2 , 8 VERT." ON THE INSIDE TO ALLOW FOR"<:: ~ ~L "" OF ARCH
<br />BRACE(S) ~ INSULATION TO BE INSTALLED i- ~~~ I.
<br />
<br />~ \ 7/16" OSB
<br />BUILT UP PLWD. BUCK L- --LARCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO "'
<br />FIT ARCH CONNECT w/ 8d NAILS J f'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 5TART a: ARC
<br />-7 BTWN. OSS ARCH FACES w/ (4) 10d NAILS 4IMAX.RAD.
<br />/ THRU OSS INTO 2 x 8
<br />
<br />BLOCK HEADER- "-
<br />1 X 4 FURRING """. "-
<br />
<br />8d NAILS @ 8" a.c. AT BUCK-............ ~
<br />
<br />-
<br />
<br />C I' ~IRDER TRUSS
<br />SIMPSON ~,
<br />HTT16 TYP. ~
<br />
<br />
<br />5/8"0 THRU~ :~2X TOP PLATE
<br />
<br />- ~
<br />BOLT ==-
<br />
<br />W KN/OC1K-fj50UT BLOCK, NOTCH LINTEL 'M1ERE REQUIRED
<br />CIJ + FOR CONCRETE PLACEMENT
<br />'.'1., f..' .,r......,....J...:....r .~.,:.-T. .
<br />
<br />7
<br />Y.~I,.
<br />
<br />-
<br />-F -2"x BUILT-UP COLUMN
<br />-
<br />o 0
<br />o 0
<br />
<br />STD. 90' HOOK
<br />,-
<br />BOND BEAM
<br />CONT #5 B~R T
<br />
<br />..
<br />
<br />H- I
<br />I
<br />
<br />1
<br />
<br />5/8" 0x8" " J" BOLT OR
<br />5/8"0 HIL~ KW1K BOLT II
<br />, ~~W/ MIN. 8" EMBEDMENT
<br />
<br />~~II
<br />.~'~~(:!I'1o\.~....'....
<br />.'.~:..l...~:~al, ~~~:Z~'~"
<br />:.~ ~f.p:
<br />
<br />I'~ .. ..~'.., . ...:',' . ., c.. ... .~lr.. '~.' ".. ....: . .'1
<br />I. .,.,:..~' '. ..... .'~ ~ . ," .../ ....' ...~., ....f:
<br />
<br />
<br />I I' ! STD. 90' HOOK] ..1 T
<br />
<br />I I .'. PRECAST LINTEL w/ (1) #5 CONT. '.~ I I
<br />IN OPENINGS GREATER THAN 6'-0" WIDE
<br />I
<br />
<br />r
<br />
<br />I
<br />
<br />FILL CELL\
<br />\ ...
<br />
<br />: 0: 0 ~8-16d NAILS
<br />
<br />o ~
<br />o 0
<br />o 0
<br />o 0
<br />
<br />CONT. #5 ~
<br />BAR\
<br />
<br />STD. 90' .. ...
<br />HOOK", ...
<br /><"II
<br />lit
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />.1
<br />
<br />i
<br />
<br />I
<br />
<br />OPENING
<br />
<br />SIMPSON HTT16J
<br />TYP.
<br />
<br />"-- 2 X B.U.C
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />
<br />I I I ......-FILLED CELL W/ (1) #5 VERTlCAL~ I
<br />V SEE FDN, PLAN FOR LOCA TlON
<br />
<br />I
<br />
<br />I
<br />
<br />1< ~)I I
<br />
<br />#(0 ~~~JE~~O~o~8u~~MON
<br />
<br />BOND BEAM STEF DETAIL ~
<br />SCALE: N.T.S. \!:V
<br />
<br />"I
<br />
<br />II
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />TYFICAL ~TTlb TO ~
<br />BUILT -UF COLUMN DET AILf R \
<br />~I
<br />
<br />NOTES:
<br />CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDmONAL INFORMA ~ON.
<br />@ VERIFY 111AT ALL REINFORCEMENT G) OPENINGS LESS 111AN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. IN W1D111 DO NOT REQUIRE ADDmONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />SIMFSON STRONG
<br />TIE t4TTlb I
<br />\
<br />SCALE: N.T,S.
<br />
<br />N \
<br />52 J
<br />
<br />~. = (1) SIMPSON LSTA14
<br />~ @ 24" Ole STAGGERED (TYP.)
<br />~ .' SEE FLOOR PLAN NOTES
<br />~~I'........ FOR REQUIRED CONNECllON
<br />l::f"~ 2-ROWS 16d NAILS STAGGERED @
<br />~ ~.~~1~~ ~rr.sE~1~&'t~lDO~ 16~~W?c
<br />16d NAILS @ ~,~ ~~FOR 2")(10" OR GREATER HEADER'
<br />16- OIC TYP. ~ ~ - . ~........,
<br />EACH PLY ~ ~~
<br />
<br />
<br />. (1\ '\ 1\1'-- DOUBLE HEADER W/1/2"
<br />~ FlITCH PLATE U.N.O.
<br />
<br />TYFICAL FILLED
<br />LINTEL ASSEMBLY, G \
<br />SCALE: N,T.S, ..'" 52 J
<br />
<br />'='
<br />
<br />-==--
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS \
<br />
<br />(iTRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />- ,
<br />
<br />7 5~ 8"_; 7 5/~ 8" 8"
<br />
<br />II T ___ _ _~____~5/fii~} ~
<br />
<br />- - tgj - - ~OLlD AREAS D SOLID AREAS
<br />=0 ~ ARE STEEL AND 0 i== 1 /1-- ARE STEEL AND
<br />/ GROUT D 1/ GROUT
<br />INTERIOR W\ iI' ;- SAW CUT TO '0 1/2"~~I~SAW CUT TO 10 1/2" '-" /~ FULL .,.,'6 BLOCK
<br />
<br />
<br />1.. - - IT [Il- -DOOR OPENING- - ~ lI} -DOOR OPENING - - -F-=t-~ -DOOR OPENING-<f.
<br />
<br />I iJ \ FILL 1111S CAVITY 'M111 ~ \ FILL 1111S CAVITY 'M111 1 ~ 1\ FILL 1111S CAVITY 'M111
<br />EXTERIOR WALlUl L GROUT FROM FINISHED L GROUT FROM FINISHED \.- GROUT FROM FINISHED
<br />O FLOOR GRADE TO 0 FLOOR GRADE TO I8J FLOOR GRADE TO
<br />LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
<br />__ 0 ________JOl___+___ 0 ___
<br />
<br />I ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO 111E
<br />COARSE BELOW. EVERY 111lRD (3RD) COARSE 111E 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO 111E MAIN FRONT TO REAR WALL AS SHOWN. -=-
<br />
<br />InI
<br />::5
<br />/ " 1/4~ MIN. SPACE
<br />2x TOP PLA TE-./ I\.
<br />I "'-NOTE: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO muss
<br />BOTTOM CHORD OR BLOCKING
<br />11 CAN BE USED IN UEU OF SIMPSON
<br />--' '-- STC SmAP
<br />----'r0v_ 2x SruD @ 24" O.C. MAX.
<br />
<br />/V~ROVlDE HIL~ X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P T PLA TE~ r~6 W1.4XW1.4 WWF
<br />. . ~ w: / OR FIBERMESH I
<br />
<br />~.-,- ~ '-'- ~ - -fr- ,--:..- ~ ~~ L ~. ~ -'- ,-jr.- -t
<br />~ ' . ..,. '.
<br />1 -=-
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DET AILI J"\
<br />SCALE: N.T.S. ~
<br />
<br />I
<br />,
<br />
<br />D \
<br />52 f
<br />
<br />(1) 2-)(4" CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (2) 2" X 4"
<br />C~IPPLE I='OR OPENING
<br />6 -0" OR GREATER
<br />~
<br />
<br />1\
<br />~~bl)i~E~N~A~~N9oAS
<br />HEADER wi (2) 16d @ 16" OIC
<br />UNLESS NOTED 0111ER'MSE
<br />
<br />~L
<br />
<br />/2")(4- S1UDS TYP.
<br />
<br />I rfEE PLAN FOR REQUIRED
<br />1/ CONNEC"ONS
<br />
<br />
<br />P.T. BOT. PLATE
<br />
<br />/)
<br />O.o~ 00-9
<br />· UPLIFT CONNECllONSl'vll\tQ
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />~~
<br />
<br />LOAD BEARING/EXTERIOR
<br />WALL t4EADER DETAIL ,
<br />,
<br />SCALE: N.T.S.
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.T.S,
<br />
<br />Q \
<br />52 J
<br />
<br />~
<br />
<br />I REFER TO PAGE SDW1 FOR ADDIllONAL INFORMATION.
<br />
<br />" FORM CONCRETE INSET TO
<br />,.4' r CREATE A SOLID BASE FOR BLOCK
<br />WALL ABOVE.
<br />
<br />IREFER TO PAGE SDW2 FOR
<br />IADDITIONAL INFORMATION BY MANUFACTURER.
<br />
<br />W1D111 OF OPENING VARIES
<br />
<br />1/2"X9 1/2" PLYWO
<br />~ SCRAP MATERIAL
<br />
<br />\gT
<br />
<br />TYPICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.S,
<br />
<br />IK\
<br />~
<br />
<br />SCALE: N.T,S.
<br />
<br />TYFICAL SECTION T~RU WINDOW
<br />
<br />-J
<br />-J
<br />~~
<br />~~
<br />o
<br />\ FORM CREATES CONCRETE RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />2x4 (NOM.) ~~E~LC~~F~~~~EB~g~ ~fr MS~~~~~NT~t~
<br />
<br />GARAGE DOOR
<br />
<br />\
<br />RACK MOUNTING BRACKET
<br />
<br />~SIMPSON SIMPSON-,
<br />A35 SP2 I
<br />,:~:f
<br />
<br />2X4 SruDS @ 24" O.C. ~~
<br />A 2'-O"j -
<br />/ r
<br />r
<br />1/2" ANCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />I, SEC~OJ
<br />
<br />II
<br />\ I 0
<br />LSIMPSON1 A35
<br />
<br />
<br />I
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />~
<br />I \
<br />P 1\
<br />~I ~
<br />...~.. ,..' "'j,
<br />..,. ..... . ,: ..;
<br />"' "., .". . " . : . " '" ",
<br />
<br />(ms IS A RECOMENDA ~ON FOR CONSmUC~ON OF ms FORM. ANY
<br />MATERIAL OR CONSmUCTION METHOD MAYBE USED PROVIDED END
<br />PRODUCT MEETS TllE SHAPE AND DIMENSIONS OF 1111S DRAWING.)
<br />GARAGE ENTRY FORM DETAIL
<br />SCALE: N.T,S.
<br />r- MOUNTING BASE SHOWN
<br />IN POSmON
<br />
<br />GARAGE 808R ROLLER ~
<br />CONNE TI N ASSEMBLY /
<br />[
<br />TR8't~~G~IR~8J~N OF ::
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />! !
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />
<br />/
<br />
<br />~I
<br />"',J,
<br />
<br />I
<br />
<br />I ~
<br />
<br />l1
<br />
<br />/.....:.:,..l ~.,,'.I ..'a.....
<br />
<br />~ " . '." .' -: ".... \' <t.
<br />
<br />POURED CONCRETE BASE FOR
<br />~LOCK WALL. REC~SS~D
<br />PACE FOR GARAG D OR -
<br />ND WATER SHED OR fARD
<br />It-jIS DRAW1NG.
<br />
<br />_2X4 P. T.
<br />/;: PLATE
<br />, ..)-
<br />
<br />BOTTOM,PF MOUNTING BASE
<br />TO BE 2 ABOVE FINISHED
<br />GARAGE FLOOR.
<br />
<br />!..
<br />
<br />,
<br />,
<br />
<br />2x6 MOUN~NG BASE
<br />,
<br />/8x8x16 C.M.U.
<br />V
<br />,:,:~'~'.:::r GARAGE FLOOR
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />
<br />PARTIAL INTERIOR ELEVATION
<br />SCALE: N.T.S,
<br />
<br />7'-4" A.FJ.
<br />PRECASJ REC SS
<br />LINTEL I FILLED
<br />#5 REBAR.....
<br />~
<br />
<br />I
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />. . . .
<br />" .' .4"
<br />. ........ ..... ..
<br />. ".... ," -..
<br />
<br />I
<br />
<br />a. . .' .'..'
<br />. ":I.: ;.;. .
<br />
<br />4
<br />SEAT FOR BLOCK IS j'...,
<br />POURED IN PLACE CONCRETE~ '"
<br />GARAGE FLOOR SLAB \
<br />~~~W~~W,lIHNOTES ~
<br />SLOPE FORWARD~~
<br />FOR DRAINAGE ~~ ,
<br />
<br />~'..
<br />
<br />o
<br />
<br />MOUNTING BASE DETAIL
<br />/ SCALE: N.T.S.
<br />~ SAMUEL A. GREENBERG, P E. -:3424:;
<br />D Tl-tUY l-t. l-tUYNH P E. -612'122
<br />D IRWIN J. BENSON, P.E. t4~l!;8
<br />D All ABBAS l-tAKIM, PE. '*56l8b
<br />
<br />I
<br />
<br />DOOR OPENING
<br />
<br />FRAMING DET AILS ~
<br />ABOvE ENTRY {FF'
<br />NOT TO SCALE ~
<br />
<br />I
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />NOT TO SCALE
<br />
<br />~
<br />r;::v
<br />
<br />TO THE BE5T OF THE ENGINEER'S KNOWLEDGE ~D BELIEF, THE
<br />5TRUCTURAL PLANS AND 5PECIFICATION5 COMPL'( WITH THE
<br />FLORIDA BUILDING CODE, SECTION IbiZ'b FOR 12iZ' MPH :3 6ECOND
<br />GU5T, EXP06URE 'B' WIND ZONE (2001 EDITION),
<br />T14IS DRAWING AND DE51GN 15 VALID FOR 12 MONT145 AFTER THE
<br />DATE IT 15 51GNED AND 5EALED.
<br />5fGlNED AND 6EALED FOR THE 5TRUCTURAL PORTION OF THI5
<br />DRAWING ONLy.
<br />
<br />SEE PLAN FOR FOO~NG
<br />DIMENSIONS
<br />
<br />~.
<br />
<br />GARAGE ENTRY FINISl-4ED -=-
<br />MASONRY DETAIL I P \
<br />SCALE: N.T.S. , 52 J
<br />
<br />-==--
<br />
<br />2 x 8 VERT. wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />p.o. 60X ~ - APOL.L.O eEAC14 - FLORIDA - 33&12
<br />R-IONE - (813) 645 12)166 PAX - (813) 645 %~
<br />e6 ..latA'! t(\ n1ESE DRAWINGS AND DESIGNS ARE n1E JOINT PROPERfY OF DANSCO ENGINEERING, P.A. AND n1E
<br />....... IV ~ CUENT ON n1IS PRO.f:CT. ANY REPRODUC1l0N OR UNAUn10RIZED USE IS PROHIBITED. - 2003
<br />
<br />'""
<br />
<br />,
<br />
<br />/
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />11~:-"
<br />f)y>>~ \ eCAL.E NOleD DRAlLN ev.
<br />I V TAMPA Dlvl61CN
<br />IL DATE 12112/m N: /BLOCKS/STD 2001
<br />\ ,~y 02 2005 SECTIONS, DETAILS, NOTES
<br />"- \.. DE JOe NO. PM - 5021 62
<br />
<br />LENNAR ~OMEe
<br />
<br />INSTALL WOW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />ARCI-i DETAIL
<br />NOT TO SCALE
<br />
<br />1-
<br />
<br />, BB \
<br />, S2 J
<br />
<br />~
<br />
|