|
<br />.pRE ENGINEERED WOOD TRUSSES @ 24" O/C
<br />PlIFT CONNECTOR (SEE SCHEDULE)
<br />tj'OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
<br />OVER METAL LAm. FIRST 2 ~AYERS 3/8"
<br />mlCK EACH. 3RD LAYER 1/8 THICK.
<br />.. ~ ~ I
<br />
<br />~ '{CR'CKE~~
<br />
<br />1/2" EXTERIOR GRADE SHEA11-IING ~'7/
<br />F'ASTENED TO TRUSSES 'Mm Sd COMMON '/ /
<br />WIRE NAILS @ 4" O/C BOUNDARIES ....
<br />6" O/C EDGES & S" O/C FIELD ~:;
<br />,',
<br />"
<br />
<br />2X4 PT STUDS @ 16" O.C. OR (1 )2X4PT STUD
<br />@ 24" O,C. UNDER COMMON TRUSS W/ (2) 2X4 / --
<br />PT SllJDS UNDER HIP CARIER/GIRDER TRUS~ '"
<br />
<br />/~ -I g~l ~ MAIN SPAN ROOF TRUS:>
<br />SiMPSON META20 @ EA. SllJD ~ h f- UPLIFT CONNECTOR (SEE SCHEDULE)
<br />/ ~ I ~ MOISTURE BARRIER
<br />~ t
<br />S"XS"X16" K.O. BLOCK W/ 1 #5 CONT. ~ f-
<br />AND FILLED W/ 2500 PSl GROUT ~-
<br />I- E
<br />1= f-
<br />1 #5 VERT. IN CONC. FIUED CELL ~ t
<br />W/ STD. 90' HOOK IN K.O. BLOCK 1-, -
<br />_C::: IV-
<br />KNEEWALL ABOVE MASONRY WALL DETAIL
<br />
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />SCALE: N.T.S.
<br />
<br />\~VENT OR 2ND FLOOR
<br />_ r\ f-
<br />
<br />I/Z" MiNiMUM CEMENT F'N'SH Q ~ '/J'fPICAL C.M.U. WAll
<br />
<br />~= ~
<br />STANDARD 3" DIA. TEE _
<br />THREADED 3" DIA. EX1IN90N ~ =
<br />
<br />FOOcmy,J()fE!UJAP (3" O'A.) -1= -" ~
<br />
<br />r-- '--3/4" FURRING STRIPS
<br />
<br />r--
<br />
<br />c-== l--- 1/2" GYPSUM BOARD
<br />w/ DRYWALL SCREWS
<br />@ 8" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />r--
<br />
<br />f-
<br />
<br />f-
<br />
<br />-
<br />
<br />:;c
<br />
<br />-
<br />/ /
<br />
<br />
<br />
<br />/~
<br />
<br />f--
<br />
<br />r--
<br />r--
<br />
<br />r--
<br />
<br />f-
<br />
<br />MIN. EXTENSION FROM EXTERIOR - -
<br />FACE OF BLOCK WALL IS 1 1/2" - -
<br />MAXIMUM EXTENSION FROM EXTERIOR f- f--
<br />FACE OF BLOCK WALL'S Z 1/4" _ ~\ ~DRA'N
<br />
<br />
<br />WALL CLEAN-OUT J A '\
<br />
<br />\!!V
<br />
<br />6CALE: N.T.6.
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />~~
<br />~~. .
<br />'~
<br />~
<br />1\
<br />\.BOTTOM SPLICE
<br />OVER STUD
<br />
<br />~
<br />
<br />~A;
<br />
<br />./
<br />
<br />10d @ 8" OIC
<br />
<br />./
<br />
<br />./
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE y
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />TOP PLATE SPLICE DETAILI
<br />SCALE: N.T.S. ,
<br />
<br />M \
<br />52 1
<br />
<br />=-=
<br />
<br />:..>
<br />:z:
<br />::l
<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 />n :J:
<br />lD
<br />lD >.
<br />:-", .0
<br />
<br />D ->ol:
<br />n ClI)
<br />.. <J)
<br />n -0
<br />a 0
<br />
<br />~
<br />~
<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<:C
<br />
<br />D ....
<br />..... 0
<br />-
<br />-
<br />u ,
<br />:::>
<br />rn
<br />c .
<br /><l) .,..
<br />:l.:
<br />
<br />V ARIES
<br />
<br />UI~
<br />311
<br />10 ~
<br />. ClI)
<br />='J <J)
<br />:I) (;)
<br />- -
<br />>- >
<br />..J <J)
<br />- '0
<br />IN
<br />
<br />2 X 6 (MIN) FRAME
<br />WALL HEADER DETAIL
<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 />, ...J
<br />.u~
<br />..J ,
<br />~a..
<br />Z :J:
<br />:I) -u
<br /><~
<br />::L. ->ol:
<br />~ g
<br />
<br />- a..
<br />- ,
<br />:z: -
<br />..c....
<br />O!: <J)
<br />z-
<br />.u 311
<br />..J <J)
<br />- :z:
<br />.....
<br />lD
<br />lD <>>
<br />='J CSt
<br /><0
<br />::l
<br />- -
<br />:I) <J)
<br />- -~
<br />~ c
<br />~Cl
<br />
<br />g-;;
<br />~ CD
<br />:00
<br />-
<br />.. a..
<br />Z::::X:
<br />
<br />IfE~
<br />!~~
<br />I
<br />
<br />l---(2) 2x HEADER WI ~"
<br />2 X 4 FRAME ~ '- PLYWOOD FLITCH
<br />WALL HEADER DETAIL
<br />
<br />-==-
<br />
<br />WALL HEADER DETAILS
<br />
<br />i
<br />,
<br />
<br />1 \
<br />52 J
<br />
<br />SCALE: N.T.S.
<br />
<br />""=='"
<br />
<br />1 ad NAILS @ 6"
<br />O.C. STAGGERED7
<br />
<br />TRANSOM--
<br />_~I 0 0 M FRAMING
<br />, ~ ~ BEYOND. -
<br />
<br />- ~ ~ LpL YWOOD
<br />o ( E '\ tSHEAl11ING
<br />
<br />W I
<br />
<br />PLYWOOD
<br />SHEATHING
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />A ~-- SECTION
<br />A-A
<br />2'-0' 8'
<br />/ \ t-=-t 3/16" x 3" TAPCONS
<br />
<br />
<br />
<br />I LEAVE A CUT OUT 'N O.S.B.
<br />ON THE INSIDE TO ALLOW FOR
<br />INSUlATION TO BE INSTALLED
<br />_ 2 x 8 45" DIAGONAL
<br />@rx~c~T wCJ' (~~C~Od
<br />NAILS AT EA. t:ND
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />I \ PREF AB CHIMNEY CAP
<br />FLASHING
<br />"\ 2"x4" BLOCKING (SEE MANUF.
<br />\ ,/ ~ SPECS. FOR MINIMUM DISTANCE)
<br />
<br />1m '- - - K:8 ~EXTERIOR FINISH
<br />
<br />>-
<br />z
<br /><(<(
<br />zZ
<br /><(-
<br />~ i!:~ ~
<br />~ 0
<br />b w!z ~
<br />I t55 GALV. META~L\
<br />f.r: Ia.. b FlASHIN
<br />. I
<br />bt::!b -.
<br />I a::-
<br />~~ <( ~ ~
<br />
<br />CRICKET)'. ~
<br />
<br />____ PREF AS CHIMNEY
<br />......-----
<br />BLOCKING @ MID POINT VItlEN
<br />CHIMNEY EXCEEDS 6'-0" IN HEIGHT
<br />10--1/2" SHEA m1NG OR OS8.
<br />
<br />-
<br />
<br />-
<br />
<br />-- -
<br />
<br />.... ~2"x4" STUDS @ 16" O.C. MAX.
<br />
<br />'jGALV. MTL. FLASHING
<br />~ KUSS TOP CHORD
<br />
<br />
<br />PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />SECTION "A-A"
<br />SCALE: 3/4":1'-0'
<br />
<br />~-r
<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 />A
<br />
<br />A
<br />
<br />I
<br />
<br />(2) 2 X 8 BEAM
<br />
<br />I
<br />
<br />w
<br />
<br />~--
<br />
<br />I
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7' "
<br />-4 A.F.F.,
<br />PRECAST RECESS
<br />LINTEL (FillED)
<br />
<br />~
<br />
<br />L-_
<br />
<br />I
<br />
<br />I
<br />
<br />MASONRY
<br />WALL BELOW-' _
<br />f--
<br />
<br />f-
<br />
<br />#5 REBA~
<br />
<br />.......
<br />DOOR OPENING
<br />
<br />I
<br />
<br />I
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRA VlTY CAP = 1262 Ibs)
<br />
<br />,
<br />
<br />I----
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />~
<br />~
<br />
<br />;;.;2 - "^
<br />~~t......."
<br />~.,J""",' ,
<br />~~ ,
<br />~ ,
<br />~ ,
<br />~~ ,
<br />~ ~,
<br />,,<
<br />TRANSOM FRAMING ~ .)
<br />SEE SECTlON AA/S1 AND
<br />BB/S1 FOR ADDIT10NAL ~
<br />DETAILS ~
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO~9
<br />INTO BLOCK@ SPACING PER MANUFACTURE
<br />lX4 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/t S.O.S.
<br />WOOD SCREWS INTO P.T. @ 1t O.C. "-. ~/
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~
<br />@ 16" O.C. 2-ROWS INTO MASONRY . . .
<br />THROUGH 1x4 P.T. & 1xS P.T. Ll x 8 P. .
<br />1 -1 /2" DETAIL
<br />
<br />RECESS
<br />rLlNTEL
<br />
<br />/
<br />",! '. 4. ~"
<br />,,{. _ 4..
<br />
<br />,
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" x 3" S.O.S. .1 '/~
<br />@ 1t O.C. 2 ROWS STAGGERED. b X V-'
<br />1X4 P.T~
<br />L.2 X 8 P.T.
<br />1 X4 FURRING
<br />
<br />2 1 /4" DETAIL
<br />
<br />1 /2" DRYWALL
<br />
<br />~~. ~/
<br />1 X 4-
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED . fL:2x 8
<br />SIAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S.
<br />
<br />"/
<br />
<br />~~~~ r- ~"^
<br />~~.......,'
<br />~-,....~,
<br />~~",
<br />~~,
<br />
<br />7 TRANSOM FRAMING ~~~,[,
<br />< SEE SECTlON AA/S1 AND ~~
<br />BB/S1 FOR ADDIT10NAL ,
<br />DETAILS
<br />
<br />~
<br />\
<br />
<br />3" DETAIL 1 x 4 FURRING
<br />1/2" DRYWALL l
<br />DOOR JAMB W 1/4" x 4-1/t S.O.S. 1t O.C. ~,:,m
<br />10d @ 12" O.C. 1 ~
<br />2X2X8 P.T. \^11TH 3/16"~ X 3" LONG TAPCONS - L
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
<br />3-1 /4" DETAIL
<br />
<br />BUILDOUT 1V OvER SIZE DOOR---=-
<br />WINDOW ROUGt-lOPENINGS fcc\
<br />NOT TO SCALE ~
<br />
<br />'./.
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br />4 /
<br />
<br />'. 4....,
<br />
<br />~
<br />
<br />4 .
<br />
<br />. '4 .
<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 I,
<br />I :
<br />
<br />I
<br />
<br />\1
<br />
<br />
<br />~\
<br />~
<br />~
<br />
<br />if'
<br />1 X 4 FURRING/ v'"
<br />BLOCK HEADER/
<br />
<br />/if ~U'~ AT 8" O.C.
<br />
<br />(4) 1ad NAILS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1/2" DRYVv'AlL
<br />
<br />2 x 8 45" DIAGONAL ~ ------- L 7/16" OSB
<br />BRACE(S) t--.. ARCH PANEL
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />'--
<br />-~...
<br />
<br />~ (4) 10d NAILS INTO
<br />2 x 8 BRACE/ BLKG.
<br />
<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 />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT w/ 8d NAILS
<br />
<br />I
<br />
<br />1/
<br />
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />ARCt-l DETAIL
<br />NOT TO SCALE
<br />
<br />6i\
<br />~
<br />
<br />PROVIDE TAPCON PER WOW. INSTALlATION
<br />DETAILS OR THRU 1-1/2" THK. OR MORE BUCr
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />36" MAX.
<br />
<br />C"
<br />
<br />-
<br />r-1-2"x BUILT-UP COLUMN
<br />..---
<br />
<br />K WN/OC1K-/f50UT BLOCK, NOTCH LINTEL WHERE REQUIRED
<br />('I) t FOR CONCRETE PLACEMENT
<br />. J.' r. 4,t'.'.. t. ....J;. ~, ~". T' .
<br />
<br />r-GIRDER TRUSS
<br />
<br />ATTACH BLOCKING J
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />a ~C;Ei
<br />i~
<br />
<br />.---
<br />
<br />
<br />fMPSON MTS12@EA.CORNER
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />/~REF AB CHIMNEY ASSEMBLY
<br />
<br />SIMPSON
<br />HTT16 TYP. ~
<br />
<br />
<br />5/8"0 THRU~ ;:-2X TOP PLATE
<br />BOLT :::---~
<br />
<br />I
<br />
<br />y. ~I.'
<br />
<br />STD. 90' HOOK
<br />~ BOND BEAM
<br />CONT #5 B~R 1
<br />
<br />I
<br />
<br />:.:. l)8-16d NAILS
<br />
<br />o 00 ~
<br />. .
<br />
<br />.. 5/8"~x8"" J" BOLT OR
<br />5/8"~ HIL Tl KI4I1K BOLT II
<br />, ~~/ M'N 8" EMBEDMENT
<br />
<br />
<br />
<br />
<br />
<br />
<br />~~:
<br />
<br />~~~:a' J..?~, \
<br />. ~cl'_l. f~'~Z,,\.
<br />;~ ~1V'
<br />l..,
<br />
<br />. .
<br />. .
<br />
<br />r~ ,...:.s... ..... ~ ".. .... "'..31 :', 4.. . ....., ',"
<br />..., .." "'~' '.. ..' ' . ~ " <4.. ......' ....~ ,,4...('
<br />
<br />
<br />
<br />I I ! sm. 90' HOOK7
<br />
<br />I PRECAST liNTEL w/ (1) #5 CONT.
<br />I IN OPENINGS GREATER mAN 6'-0" WIDE
<br />
<br />'j
<br />
<br />FILL CELL\
<br />'\:
<br />
<br />SLOPl
<br />
<br />CONT. #5 i
<br />BAR~
<br />
<br />I
<br />
<br />1
<br />~ I
<br />
<br />I
<br />
<br />I
<br />
<br />'1 ::
<br />
<br />(,/~
<br />\( \v
<br />''- ))
<br />,.~
<br />
<br />STD. 90' ...
<br />HOOK '"
<br />
<br />.'.~::
<br />en...........!1
<br />
<br />....
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />4
<br />
<br />=
<br />
<br />r
<br />
<br />I
<br />
<br />~
<br />
<br />1
<br />
<br />I
<br />I
<br />
<br />. I
<br />I
<br />
<br />I
<br />
<br />OPENING
<br />
<br />"-2"X4" @ 16" D.C. MAX.
<br />/2"X4" BLOCKING TYP.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~2 X B.U.C
<br />
<br />SIMPSON HTT16 ~ t
<br />,
<br />TYP.
<br />
<br />T
<br />
<br />I
<br />
<br />-
<br />
<br />I I' I ~FILLED CELL w/ (1) #5 VERTlCALJ
<br />~ SEE FDN. PLAN FOR LOCATION II
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I :.
<br />
<br />TYFICAL C~IMEY DETAILS~\
<br />6CALE: N.T.S. ~f
<br />
<br />'1l
<br />TYPICAL ~TTI6 TO @-
<br />BUILT -UP COLUMN DETAIL R
<br />52
<br />
<br />I
<br />
<br />I
<br />
<br />NOTES:
<br />CD FILL UNTEL AND ALL CELLS ABOVE UNTEL. Q) SEE FLOOR PLAN FOR ADDITlONAL INFORMA TlON.
<br />Q) ~~I~E~A~dbtDR~W6~f<<t~ENT (] OPENINGS LESS ll-iAN OR EQUAL TO 6'-0"
<br />. IN I4I1Dll-i DO NOT REQUIRE ADDITlONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />TYPICAL FILLED ~
<br />LINTEL ASSEMBL Y{ G \
<br />SCALE: N.T.S. ~ 52 J
<br />
<br />'="
<br />
<br />li(o 1,~~~E~~o~o~8u~~tJION
<br />
<br />SIMPSON STRONG /-==-
<br />TIE ~TT16 I N \
<br />SCALE: N.T.S. ~
<br />
<br />-=-
<br />
<br />BOND BEAM STEP DETAIL J H '\
<br />
<br />~
<br />
<br />c
<br />
<br />ROOF TRUSS
<br />{ABOVE
<br />(ZX4 BLOCK'NG
<br />
<br />
<br />h
<br />;:: ~SIMPSON DTC @
<br />^ EA. BLOCKING
<br />I\~
<br />""
<br />
<br />~2X8 WALL
<br />~ ABOVE ENTRY
<br />
<br />=l~~ K.O. BLOCK
<br />=,:~ """ ~ W/(1) #5 CONT.
<br />& FILLED
<br />
<br />(1) 2"x4" CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (z) 2" X 4"
<br />C~IPPlE r:OR OPENING
<br />6 -0" OR GREATER
<br />~
<br />
<br />\ ~~~bl)i~E&NPA~~~90AS
<br />HEADER wi (2) 16d @ 16" OIC
<br />UNLESS NOTtO Oll-iERWlSE
<br />
<br />(1) SIMPSON LSTA14
<br />~ @ 24" OIC STAGGERED (TYP.)
<br />I~ SEE FLOOR PLAN NOTES
<br />!.""-"~ FOR REQUIRED CONNECllON
<br />"'" ~
<br />. ><0-................ ~ ~f-RO\'VS 16d NAILS STAGGERED @
<br />I ~ ~~~1~~ ~fLSE~11&~~lDO~ 16~OOW'?C
<br />16d NAILS @ ~ ~ ~~ FOR 2"x10" OR GREATER HEADER'
<br />16" OIC TYP. ~~ ~
<br />EACH PLY ~ ~
<br />
<br />
<br />(1\ \
<br />\g)
<br />
<br />SCALE: N.T.6.
<br />
<br />~~
<br />~t
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS
<br />
<br />(TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING WI 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />,
<br />
<br />\
<br />
<br />7 5~ B" 7 5/~ 8" 7 5/T r
<br />
<br />
<br />
<br />- - [Q - - ~j:EAS - - - 0- - - - - - - - - =0 - -SOLID AREAS
<br />Vi- ARE STEEL AND D
<br />D GROUT D /'- ~~6u~TEEL AND
<br />INTERIOR WALL I . = .
<br />\:if' /'-- SAW CUT TO 10 1 2 ~.--1. ,-SAW CUT TO 10 1/2' ~ I FULL 8x8x16 BLOCK
<br />
<br />
<br />1.. - -1ft [I] f- -DOOR OPENING- - U!I} -DOOR OPENING - - ~ -DOOR OPENING-I.{
<br />,\ L-\~
<br />I iJ [\ FILL ll-iIS CAVITY 'Mll-i ~ \ FILL ll-iIS CAVITY Wlm I ~ 1\ FILL mls CAVITY 'Mll-i
<br />EXTERIOR WALill11 L GROUT FROM FINISHED ~ GROUT FROM FINISHED \..- GROUT FROM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO l8l FLOOR GRADE TO
<br />LINTEL ABOVE. LINTEL ABOVE. 0 LINTEL 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 ll-iE
<br />COARSE BELOW. EVERY ll-iIRD (3RD) COARSE ll-iE 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO ll-iE MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />\
<br />
<br />L DOUBLE HEADER Wi 1/2"
<br />FLITCH PLATE U.N.O.
<br />
<br />nil
<br />:;;
<br />/ -::: 1/4" MIN. SPACE
<br />2x TOP PLA TEJ "'"
<br />"'--NOTE: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />~ CAN BE USED IN LIEU OF SIMPSON
<br />----/ _ STC STRAP
<br />----' rVr/- 2x STlJD @ 24" O.C. MAX.
<br />
<br />I i!j1ROVlDE HIL Tl X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P.T. PLATI~lj /J6 W1.4XW1.4 WWF
<br />~ OR FIBERMESH
<br />, I
<br />~-'- _ "_ ~ _ -&- ~ ~ . '. J . a. .--:;h..
<br />1<1 . . . .' A . -- -.- -:- .,-./n- l
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DETAIL~__
<br />SCALE: NJ.S. ~
<br />
<br />J
<br />1
<br />
<br />j B
<br />
<br />===~
<br />
<br />ANCHOR BOLT
<br />
<br />....
<br />
<br />
<br />@
<br />
<br />ASONRY WALL
<br />
<br />/2"X4" STUDS TYP.
<br />
<br />~t
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />C
<br />..-" .,.-SIMPSON
<br />t A35
<br />.. .><
<br />
<br />tEE PLAN FOR REQUIRED
<br />CONNECllONS
<br />
<br />(
<br />~.
<br />'" ~. BOT PLATE
<br />
<br />
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL ~EADER DETAIL {Q \
<br />6CALE: N.T.6. ~
<br />
<br />,SIMPSON
<br />I SP2
<br />: ~: :
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />o,l:)~OOIY
<br />* UPLIFT CONNECllONS"'v/"'vC
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />f-
<br />
<br />\
<br />LNAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />D\
<br />52 r
<br />
<br />-=-
<br />
<br />~
<br />'- ~10d NAILS @ 6"
<br />STAGGERED
<br />
<br />MASONRY LAYOUT
<br />SCALE: NJ.S.
<br />
<br />i
<br />
<br />I4I1Dll-i OF OPENING VARIES
<br />
<br />1/2"X9 1/2" PLYWOO
<br />SCRAP MATERIAL
<br />
<br />. FORM CONCRETE INSET TO
<br />.d.' r CREATE A SOLID BASE FOR BLOCK
<br />WALL ABOVE.
<br />
<br />I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
<br />
<br />fREFER TO PAGE SDW2 FOR
<br />IADDITIONAL INFORMATION BY MANUFACTURER.
<br />
<br />TYPICAL SECTION T~RU WINDOW I
<br />
<br />SCALE: N.T.S.'
<br />
<br />-'
<br />-'
<br />= -<(
<br />~~
<br />o
<br />
<br />j:SIMPSON
<br />A35
<br />~.
<br />
<br />~SIMPSON SP1
<br />I ,rANCHOR BOLTS @
<br />SIMPS,O~N 35 1-+_ 1/ 24" O.C. MAX
<br />.. ;ili1 ./
<br />/'.. .H-II oJ
<br />2X4 P.T.
<br />PLA TE
<br />
<br />\ FORM CREATES CONCRETE RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH
<br />TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />
<br />fK\
<br />\!V
<br />
<br />TYPICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.S.
<br />
<br />B \
<br />52 I
<br />
<br />4
<br />44'
<br />
<br />I '- I!J
<br />
<br />\ ~X8 P.T. BOnO~ P~
<br />
<br />I \ I I
<br />\.- ANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />rrSIMPSON SIMPSON-,
<br />A35 SP2 1
<br />"'jE
<br />~ "
<br />2X4 SllJDS @ 24" O.C. ~1
<br />2'-0" _
<br />A j I
<br />j r r
<br />y
<br />1/2" ANCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECTl07
<br />r>.
<br />
<br />TRANSOM OPENING
<br />
<br />18
<br />
<br />~
<br />
<br />\
<br />RACK MOUNTING BRACKET
<br />
<br />~
<br />I
<br />
<br />GARAGE DOOR
<br />
<br />~RAGE DOOR TRACK
<br />GARAGE DOOR ROLLER
<br />CONNECTION ASSEMBLY
<br />I
<br />TR~t~kG~IR~8dWN OF ~ \
<br />~ 1\
<br />~'il~ ~
<br />
<br />J.. .'... '" .",
<br />./ ".. :0:' \... . t t. '~"":~ '.4 : ~ :\..:.:. .... .:''':..'' ;'" .6>~~.:. ::: ~ '... f.~
<br />
<br />POURED CONCRETE BASE FOR l
<br />~~~S~ r~kLGA~~8~S6b~R TBOOTBTOM2"OF MOUNTING BASE
<br />AND WATER SHED FORWARD E ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />,
<br />,
<br />,
<br />
<br />2x6 MOUNTlNG BASE
<br />/~X8XI6 C.M.U.
<br />
<br />. < '.:-:7 GARAGE FLOOR
<br />
<br />o
<br />
<br />(ll-iIS IS A RECOMENDATlON FOR CONSTRUCTlON OF ll-iIS FORM. ANY
<br />MA TERIAL OR CONSTRUCTION MEll-iOD MAYBE USED PROVIDED END
<br />PRODUCT MEETS mE SHAPE AND DIMENSIONS OF ll-iIS DRAI4I1NG.)
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />I ! I
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />
<br />6CALE: N.T.S.
<br />
<br />~ MOUNTING BASE SHOWN
<br />IN POSITlON
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />I"
<br />
<br />c
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />-SIMPSON
<br />A35
<br />I ~ 10d NAILS @ 4"
<br />V STAGGERED
<br />
<br />,SIMPSON
<br />I SP2
<br />: ~: :
<br />
<br />l~
<br />
<br />I
<br />
<br />\
<br />
<br />f-2X4 P. T.
<br />~:: PLATE
<br />-, ...~
<br />I
<br />
<br />I
<br />
<br />7'-4" A.F.f
<br />PRECASJ REC SS
<br />LINTEL (FILLED
<br />#5 REBAR........
<br />-.
<br />DOOR OPENING
<br />
<br />MOUNTING BASE DETAIL
<br />6CALE: N.T.S.
<br />o SAMUEL A. GREENBERG, P.E. -:3424!;
<br />o TI-IUY 1-1. I-IUYNI-l, P.E. '*60122
<br />o IRWIN J. BENSON, P.E. -4~1!;8
<br />o AL I ABBAS I-IAKIM, P.E. #56186
<br />
<br />L NAILED INTO
<br />TR AN SOM
<br />FRAMING
<br />
<br />=
<br />~
<br />I
<br />b
<br />
<br />-
<br />
<br />-
<br />
<br />I g
<br />LS'MPSONi A35
<br />
<br />I
<br />
<br />PARTIAL INTERIOR ELEVATION
<br />6CALE: N.T.6.
<br />
<br />~SIMPSON SP1
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES 'Mm Sd COMMON
<br />WIRE NAILS @ 4" O/C BOUNDARIES
<br />6" O/C EDGES & S" O/C FIELD
<br />
<br />V
<br />
<br />I
<br />(9
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />SEAT FOR BLOCK IS .........
<br />POURED IN PLACE CONCRETE~ .......
<br />GARAGE FLOOR SLAB \
<br />~~~W~~WAIHNOTES ~
<br />SLOPE FORWARD___
<br />FOR DRAINAGE
<br />
<br />. ..: :.' :......:. . :... ". ~-..
<br />
<br />I
<br />
<br />. . ',,\: ; .;' .
<br />
<br />j;SIMPSON
<br />A35
<br />~:
<br />
<br />SIMPSON A35
<br />'I~V
<br />
<br />1::
<br />
<br />I
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />v.
<br />
<br />
<br />
<br />=~,
<br />
<br />
<br />DIMENSIONS ..,
<br />
<br />TO TI-4E eEST OF TI-4E ENGINEER'S KNOWLEDGE .AND eELlEF, TI-4E
<br />5TRUCTURAL PL.ANS .AND 5PECIFICATION5 COMPLY WITl-1 TI-4E
<br />FLORIDA elJlLDING CODE, OECTION I~~~ FOR 12~ MPl-I 3 5ECOND
<br />GU5T, EXPOSURE 'e' WIND ZONE (2001 EDITION).
<br />Tl-II5 DRAWING .AND DESIGN 15 vALID FOR 12 MONTl-IS AFTER Tl-IE
<br />DATE IT 15 SIGNED .AND 5EALED.
<br />SIGl\lED AND SEALED FOR TI-4E 5TRUCTURAL PORTION OF TI-4IS
<br />DRAWING ONLY.
<br />
<br />4
<br />a .
<br />,4
<br />
<br />I '-
<br />
<br />\ 2X8 P.1. Bont P~
<br />
<br />I \ I I
<br />\.- ANCHOR BOLTS @ 24" O.C. MAX. (MIN.
<br />(2) PER BOnOM PLATE)
<br />
<br />(ff\
<br />\!!V
<br />
<br />Ie
<br />
<br />FRAMING DETAILS
<br />ABOVE ENTRY 'FF \
<br />NOT TO SCALE \ S2 J
<br />
<br />BLOCK HEADER-"
<br />1 X 4 FURRING ~ ~
<br />
<br />8d NAILS @ 8~ O.C. AT BUCK
<br />
<br />2 x 8 BUCK - CONNECT TO BLOCK WITH SECTION
<br />r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)I~ - B-B
<br />rl" MAX. 2'-0' 8'
<br />-~ ~ I~
<br />SOLID BLKG. AT TOP "11 '" l t
<br />BTWN. ARCH BLKG. & BUCK I '" 1
<br />
<br />I I
<br />
<br />" \
<br />I 1\..... ~ ~ PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />)~ ./" BUCK - (1) WITHIN
<br />LEAVE A CUT OUT IN O.S.B../ i<: 4" MIN. OF START
<br />ON THE INSIDE TO ALLOW FOR ~ "-
<br />'NSULATION TO BE 'NSTALLED ~ "'~ OF ARCH
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />
<br />eEAI.. "\ 6CAL.E NOTED
<br />DATE 12/12/02
<br />
<br />TAMPA DiviSION
<br />
<br />GARAGE ENTRY FINIS~ED@-
<br />MASONRY DETAIL P
<br />SCALE: N.T.6. 52
<br />
<br />~Alls8 A~E~l ~~D (2) 1 ad
<br />
<br />J><l:::
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA.
<br />p.o. eox 3400 - APOLL.O 6E~ - FLORIDA - .3.3&12
<br />Fl10NE - (813) 640 fZ>t66 FAX - (61.3) 640 ~~
<br />e6 4OtfZ> @mESE DRAWlNGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND mE
<br />CUENT ON mls PROJECT. ANY REPRODucnON OR UNAumORIZED USE IS PROHIBITED. 2003
<br />
<br />"
<br />
<br />,
<br />
<br />PROVIDE 2 x 8 DIAG. BRACE ~
<br />BTWN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24" "
<br />
<br />~ PRO\ODE TAPCON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />2 x 8 VERT.~
<br />BRACE(S) \ ~
<br />
<br />~ \ 7/16" OSB
<br />BUILT UP PLWD. BUCK~ _ _ ~ARCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO --1-1,-
<br />FIT ARCH CONNECT WI 8d NAILS / ""'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />/ BTHTWRNU' OOSSBB IANRTOCH 2FACxES8 W/ (4) 1ad NAILS
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />1-
<br />
<br />LENNAR f40ME€>
<br />
<br />5TART Cf ARC
<br />4' MAX. RAP.
<br />
<br />DRAUN e.v.
<br />N:/BLOCKS/STlD 2001
<br />
<br />/
<br />
<br />I
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />~
<br />~
<br />
<br />S2
<br />
<br />ARCt-l DETAIL
<br />NOT TO SCALE
<br />
<br />€>ECTION€>, DETAIL€>, NOTE€>
<br />
<br />'"
<br />
<br />\...
<br />
<br />DE JOe NO. PM - 5021
<br />
<br />~
<br />
|