|
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />RE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />PLlFT CONNECTOR (SEE SCHEDULE)
<br />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 LATH. FIRST 2 ~AYERS 3/8"
<br />n-HCK EACH. 3RD LAYER 1/8 n-HCK.
<br />.f.:.~l ~ CRICKET AS REQUIRED
<br />~~
<br />.8~~
<br />
<br />SIMPSON SP2 ~ EA. S7D~ /' / ~
<br />
<br />1 /2" EXTERIOR GRADE SHEA TI1ING W ~
<br />F'ASTENED TO TRUSSES W1TI1 8d COMMON ~
<br />WIRE NAILS @ 4' OIC BOUNDARIES ..'...
<br />6' OIC EDGES & 8" OIC FIELD r:~;-_
<br />I-- ... ,,-
<br />~
<br />
<br />2X4 PT STUDS @ 16" O.C. OR (1)2X4PT STUD ~
<br />@ 24' O.C. UNDER COMMON TRUSS WI (2) '2.X4 / --
<br />PT STUDS UNDER HIP CARIER/GIRDER TRUS~ ~ \.~
<br />2- j~
<br />/= ," ='~l MAIN SPAN ROOF TRUS
<br />-, - UPLIFT CONNECTOR (SEE SCHEDULE)
<br />SIMPSON META20 @ EA. STUD /_ _.
<br />= = MOISTURE BARRIER
<br />7- =
<br />8'X8"X16" K.O. BLOCK Wi 1 #5 CONT~ '- _.
<br />AND FILLED WI 2500 PSI GROUT ~ I-
<br />~ ~
<br />1 #5 VERT. IN CONC. FILLED CELL I-- r-
<br />WI SID. 90' HOOK IN K.O. BLOCK I--
<br />-I=:
<br />
<br />/
<br />/
<br />
<br />;1 =
<br />V
<br />KNEEWALL ABOVE MASONRY WALL DETAIL A
<br />
<br />SCALE: N.T.S. \
<br />
<br />\~VENT OR 2ND FLOOR
<br />
<br />-=11\ ~
<br />1/2' MINIMUM CEMENT FINISH zd /TYPICAL C.M.U. WALL
<br />
<br />~= ::
<br />STANDARD 3" DIA. TEE ~ ~
<br />Tl1READED 3" D1A. EXTENSION ~ ~ ~
<br />
<br />FO$ooaI'ffllFSLlfAP (3' rnA.) ~ -
<br />
<br />>- '-3/4" FURRING STRIPS
<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 />-
<br />
<br />:;c
<br />
<br />~
<br />/
<br />
<br />>-
<br />>-
<br />>-
<br />
<br />/
<br />
<br />
<br />
<br />/=
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />>-
<br />>-
<br />>-
<br />
<br />MIN. EXTENSION FROM EXTERIOR
<br />F ACE OF BLOCK WALL is 1 1/2"
<br />MAXIMUM EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 2 1/4'
<br />
<br />~
<br />
<br />~
<br />
<br />~ ~
<br />M TO DRAIN
<br />
<br />~~~
<br />
<br />WALL CLEAN-OUT I A \
<br />SCALE: N.T.S. ~
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />~~~
<br />
<br />::-....:~
<br />
<br />I~ .
<br />~~
<br />~
<br />~
<br />~OTTOM SPLlCE
<br />OVER STUD
<br />
<br />"
<br />
<br />~;y
<br />
<br />v
<br />
<br />10d @ 8" OIC
<br />
<br />/
<br />
<br />v
<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. ~
<br />
<br />:.>
<br />:z:
<br />~
<br />
<br />DOUBLE 2x TOP PLATE~
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PRO~DE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />2x BLOCKING @ EACH END W/ 10d
<br />x 3" @ 4" O.C. FROM EACH HEADER
<br />FACE TO BLOCKING
<br />
<br />0..
<br />~ ::c
<br />>>
<br />>> >-
<br />N ..0
<br />
<br />lO ..>0:
<br />~ co
<br />-- CD
<br />:0 ~
<br />D 0
<br />
<br />~
<br />vtlaJ
<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 />
<br />... ~
<br />...<
<br />D '-
<br />... 0
<br />-
<br />....
<br />Co) ,
<br />:>
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<br />
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<br />~ ,
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<br />
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<br />z:-
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<br />...
<br />>>
<br />>> <>>
<br />N CD
<br />o
<br />~
<br />- -
<br />'" CD
<br />- -,
<br />;I) c:
<br />
<br />g:
<br />
<br />~ CD
<br />:00
<br />-
<br />"0..
<br />Z::X:
<br />
<br />I
<br />
<br />VARIES
<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 />fE~
<br />~~
<br />
<br />~(2) 2x HEADER WI ~"
<br />2 x 4 FRAME ~ - PLYWOOD FLITCH
<br />
<br />WALL HEADER DETAIL
<br />
<br />WALL HEADER DETAILS
<br />
<br />8~
<br />, 52)
<br />
<br />~
<br />
<br />SCALE: N.T.S.
<br />
<br />TRANSOM--
<br />o M FRAMING
<br />~ BF:YONO.--
<br />
<br />
<br />~ ~ ~ ~ LpLYWOOD
<br />o fE' tSHEA THING
<br />
<br />~ .VV
<br />
<br />;g
<br />~ ~PLYWOOD
<br />MASONRY SHEATHING
<br />WALL BELOW-' ~ A ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />I \ PREF AS CHIMNEY CAP
<br />FLASHING
<br />"\ ~2"X4' BLOCKING (SEE MANUF.
<br />\ i/ SPECS. FOR MINIMUM DISTANCE)
<br />
<br />~ I--- - - r~ ~EX1ERIOR FINISH
<br />
<br />v t...---PREFAB CHIMNEY
<br />v
<br />BLOCKING @ MID POINT IM1EN
<br />CHIMNEY EXCEEDS 6'-0' IN HEIGHT
<br />~1/2" SHEA1l1ING OR O.S.B.
<br />
<br />I ~ -2'x4' Sl1JDS @ 16' O.C. MAX.
<br />
<br />/~
<br />
<br />>-
<br />~<(
<br />zZ
<br /><(-
<br />~p~~ ~
<br />= 851- ~
<br />cr B8 a::: GALV. METAL
<br />~ 5:0.. 'b Fl.ASHIN\
<br />. I
<br />bt:::i'b .......
<br />~~: ~ ~
<br />
<br />CRICKET~~
<br />
<br />/ GAL V. MTL FLASHING
<br />~USS TOP CHORD
<br />
<br />PSON MTS12 @ EA CORNER
<br />OUBLE 2"x4' BLOCKING
<br />
<br />- --
<br />
<br />-
<br />
<br />-- -
<br />
<br />SECTION uA-A"
<br />SCALE: 3/4"::1'-0'
<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 />A
<br />
<br />10d NAILS @ 6"
<br />O.C. STAGGERED!
<br />
<br />~~
<br />
<br />I
<br />
<br />~
<br />I
<br />
<br />(2) 2 X 8 BEAM~
<br />
<br />--==-
<br />
<br />E\
<br />52 J
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />L---_
<br />
<br />I
<br />
<br />I
<br />
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRA VlTY CAP = 1262 Ibs)
<br />
<br />~
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO SCALE
<br />
<br />---
<br />
<br />I DD'
<br />~
<br />
<br />;..~~~"
<br />'~.J'" "
<br />~~ "
<br />~ "
<br />~~ "
<br />~ ",
<br />~ ~'<
<br />TRANSOM FRAMING
<br />SEE SECTION AA/S1 AND
<br />BB/S1 FOR ADDITlONAL
<br />DETAILS 1
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO~
<br />INTO BLOCK@ SPACING PER MANUFACTURE~ -
<br />1X4 P.T.
<br />
<br />~
<br />
<br />1" DETAIL
<br />
<br />1 /2" DRYWAL 1 X 4 F RRING
<br />DOOR JAMB W 1/4" X 2-1/2" S,D.S.
<br />WOOD SCREWS INTO P.T. @ 12" O.C. "-. "
<br />',.. ~
<br />,
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1X~
<br />@ 16" O.C. 2-ROWS INTO MASONRY . . L
<br />THROUGH 1x4 P.T. & 1x8 P.T. L1 X 8 P:T.
<br />1 -1 /2" DETAIL
<br />
<br />RECESS
<br />rLlNTEL
<br />'7
<br />~ '. ".y.
<br />.{:. <I.
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. ..tJv1
<br />@ 12" O.C. 2 ROWS STAGGERED. r~ "'"
<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. -.E 'l.
<br />1 X4J!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 />
<br />'"
<br />
<br />--.IT:: T - "^
<br />iI-::B-':i'lI'"=--~~", " "
<br />....~-,,~ "
<br />'~~'"
<br />~~""
<br />
<br />I ~ TRANSOM FRAMiNG ~~~,
<br />1< SEE SECTlON AA/S1 AND iv
<br />BB/S1 FOR ADDITIONAL '\\
<br />DETAILS ~\
<br />~
<br />,
<br />
<br />1 X 4 FURRING
<br />1/2" DRYWALL-
<br />DOOR JAMB W 1/4" X 4-1/2" S.O.S. 12" o.C~
<br />-.
<br />
<br />10d @ 12" O.C. 1 4
<br />2X2X8 P.T. Vv1TH 3/16"~ X 3" LONG TAPCONS -
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
<br />3-1 /4" DETAIL
<br />
<br />I3UILDOUT ~ OVER SIZE DOOR~
<br />WINDOW ROUG~ OPENINGS ( CC ,
<br />NOT TO SCALE ~
<br />
<br />3" DETAIL
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br />'~ /.
<br />
<br /><.1
<br />'. ".
<br />
<br />!l
<br />
<br />.<1 .
<br />
<br />.~6" MAX.
<br />
<br />c ' ~IRDER TRUSS
<br />SIMPSON n-lI'
<br />HTT16 TYP. ~
<br />N~
<br />5/8"rtJ THRU~~ i,!:-X TOP PLATE
<br />BOLT ~ ~ ~
<br />
<br />I
<br />
<br />I
<br />
<br />KWN;OC1K-H05UT BLOCK, NOTCH LINTEL W1-iERE REQUIRED
<br />\,1) , FOR CONCRETE PLACEMENT 7
<br />'. '1. '.:..L~t.. ':'.' ..".,.;-r'; . T . ~., . T. . TY. ~r. ,~
<br />
<br />-
<br />1 ~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 />>:0 ~8-16d NAILS
<br />
<br />o. ~
<br />o 0
<br />o 0
<br />o 0
<br />
<br />ATTACH BLOCKING ~
<br />TO TRUSSES wi SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />~MPSON MTS12@EA.CORNER
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />y...pREFAB CHIMNEY ASSEMBLY
<br />
<br />t~ '~a" :.. . ~'.::, ~:., ~ -','..:... . .:":<.. ': ~/,.:. / '" '1
<br />
<br />I I. [ STD. 90. HOOK7 : I I
<br />
<br />
<br />\ PRECAST LINTEL W/ (1) #5 CONT. I
<br />I IN OPENINGS GREATER THAN 6'-0" WIDE . ~: \
<br />
<br />FILL CELL\
<br />
<br />\.. ..
<br />~ H-
<br />CBOANRT.\ #5 ~ .. .... I
<br />STD. 90' .q
<br />HOOK", : ,.. I
<br />
<br />SLOPE
<br />-
<br />
<br />II
<br />
<br />I
<br />
<br />5/8"0x8' "J" BOLT OR
<br />5/8"rtJ HILTl KWlK BOLT II
<br />~WI MIN. B' EMBEDMENT
<br />
<br />
<br />
<br />....~
<br />
<br />~
<br />
<br />II
<br />
<br />I
<br />
<br />>c; / t
<br />~ ~CKEL
<br />cr~" I
<br />':q.~
<br />
<br />,::::.-~
<br />{ \v
<br />\, ))
<br />'- - :;:/
<br />
<br />A
<br />
<br />1f
<br />
<br />II
<br />
<br />1
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~2"X4" @ 16' O.C. MAX.
<br />/2"X4" BLOCKING TYP.
<br />
<br />\
<br />
<br />I
<br />
<br />~
<br />
<br />OPENING
<br />
<br />.\
<br />
<br />I
<br />
<br />\
<br />
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />"-- 2 X B.U.C
<br />
<br />SIMPSON HTT16 J
<br />TYP.
<br />
<br />I
<br />
<br />I
<br />.........-FILLED CELL W/ (1) #5 VERTlCAL~ I I
<br />~ SEE FDN. PLAN FOR LOCA 1l0N
<br />
<br />II
<br />
<br />I I
<br />#(0 1,~~JE~~0~o~8U~~MION
<br />
<br />I
<br />
<br />:
<br />
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~
<br />
<br />I
<br />
<br />T"r"FICAL Cl-4IME"r" PET AIL51
<br />SCALE: N.T.S.I \
<br />
<br />...=...
<br />
<br />F\
<br />S2~
<br />
<br />~
<br />
<br />~
<br />52~
<br />
<br />~
<br />
<br />\
<br />
<br />~'l~~' , \.'
<br />\~~~~~,.
<br />
<br />"-
<br />T"r"FICAL HTTl6 TO @-
<br />BUILT -UF COLUMN DETAIL R
<br />52
<br />
<br />
<br />~ (1) SIMPSON LSTA14
<br />1'-....... " @ 24" o/e STAGGERED (TYP.)
<br />~ .' ~ SEE FLOOR PLAN NOTES
<br />"f~~/ \ FOR REQUIRED CONNEC1l0N
<br />~: ~ /"-.... 2-ROWS 16d NAILS STAGGERED @
<br />~ ~~/ ..........16. olc EACH FACE OR 3-~0\"'?r
<br />~ . ~N~~ ~~~LS STAGGERED @16 OE'RC
<br />~ ~'O' OR GREATER HEAD R
<br />
<br />
<br />
<br />
<br />. (1\ \ \ L DOUBLE HEADER W/l/2"
<br />\2Y FLITCH PLATE U,N.O.
<br />
<br />NOTES:
<br />CD FILL LINTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDlTlONAL INFORMATlON.
<br />(]) VERIFY Tl1A T ALL REINFORCEMENT (}) OPENINGS LESS Tl1AN OR EQUAL TO 6'-0.
<br />HAS BEEN PLACED PROPERLY. IN WlDTl1 DO NOT REQUIRE ADDITlONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />SIMFSON 5TRONG
<br />TIE +-+TT16 I
<br />,
<br />SCALE: N.T.S,
<br />
<br />-=--
<br />
<br />BOND BEAM 6TEF DETAIL I
<br />SCALE: N.T.S. \
<br />
<br />H ,
<br />52 J
<br />
<br />c
<br />
<br />T"r"PICAL FILLED ~
<br />LINTEL A6SEMBL Y{ G \
<br />
<br />SCALE: N.T.S. '- 52 ~
<br />
<br />~
<br />
<br />~
<br />
<br />o
<br />
<br />16d NAILS @ ~
<br />16- O/C TYP.
<br />EACH PLY
<br />
<br />SIMPSON STC W/ (TRUSS BOTTOM CHORD OR
<br />3-8d COMMON NAILS \ 2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />
<br />
<br />/~ ~'. 1/4' MIN. SPACE
<br />2x TOP PLA TEJ
<br />OTE: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />~ CAN BE USED IN UEU OF SIMPSON
<br />1/ - STC STRAP
<br />--J" V ---;/ 2x STUD @ 24" O.C. MAX.
<br />
<br />/ ir~ROVlDE HIL Tl X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P.T. PLATE~ /~X6 W1.4XW1.4 ~
<br />~ , OR FIBERMESH
<br />1 ~ I
<br />J...~ ~ "'- ~ - ,1-~ ~ ~. - L -.:.. ~....:..- .,-~ -t
<br />~ . . ' . .
<br />
<br />.l\
<br />" '
<br />'.....
<br />~2X8 WALL
<br />~ ABOVE ENTRY
<br />:u: K.O. BLOCK
<br />}~ ~/(I) 15 CONT
<br />;= & FILLED
<br />
<br />7 5~ 8"
<br />
<br />7 5/~ B" 7 5/T r
<br />--1M -- --1r---- -+-t------- 0 - ~
<br />I U SOLID AREAS D SOUD AREAS
<br />~D I-- ARE STEEL AND 0 = - ARE STEEL AND
<br />V GROUT [J I / GROUT
<br />INTERIOR WALL Q Ir- SAW CUT TO 10 1/2' = IrSAW CUT TO 10 1/2' r.J1/; FULL 8x8x16 BLOCK
<br />\~ I ~~ ~
<br /><t. - -If} [IJ I- -DOOR OPENING- - U.. -DOOR OPENING - - f~ -DOOR OPENING-<!.
<br />/ iJ 1\ FILL TI-iIS CAVlTY 'MTI-i ~ FILL TI-iIS CAVlTY 'MTI-i I ~ I \ FILL TI-iIS CAVlTY 'MTI-i
<br />EXTERIOR WALJ811 "- GROUT FROM FINISHED GROUT FROM FINISHED ~ GROUT FROM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO ilJ FLOOR GRADE TO
<br />LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
<br />__ D ________JDl___+___ D ___
<br />
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />t B
<br />
<br />(1) 2.x4" CRIPPLE FOR
<br />OPENINGS 6'-0. OR
<br />LESS & (2) 2" X 4'
<br />C~IPPLE ttl'R OPENING
<br />6 -0' OR GREATER
<br />~
<br />
<br />\
<br />~~6l)j~E~NRA~~N9oAS
<br />HEADER wi (2) 16d @ 16' OIC
<br />UNLESS NOTtO OTI-iERWlSE
<br />
<br />=F==
<br />
<br />ANCHOR BOLT
<br />
<br />'"
<br />
<br />@
<br />
<br />ASONRY WALL
<br />
<br />/2"X4' SllJDS TYP.
<br />
<br />E~L
<br />
<br />tEE PLAN FOR REQUIRED
<br />CONNEC1l0NS
<br />l
<br />P. T. BOT, PLATE
<br />
<br />.-SIMPSON
<br />A35
<br />
<br />,SIMPSON (C)-SIMPSON
<br />I SP2 A35
<br />I' f' , . t::::E::
<br />l.... ~
<br />
<br />"~
<br />
<br />/)
<br />o~~ oo~
<br />* UPLIFT CONNEC1l0NSJv1tVC
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO TI-iE
<br />COARSE BELOW. EVERY TI-i!RD (3RD) COARSE TI-iE 11' DOOR JAMB WALL IS TO BE
<br />WOVEN INTO TI-iE MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />-
<br />
<br />,
<br />'--NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.lS.
<br />
<br />~
<br />'J:V
<br />
<br />-
<br />
<br />-
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL l-4EADER DETAIL (Q \
<br />SCALE: N.T.S. ~'
<br />
<br />
<br />I REFER TO PAGE SDW1 FOR ADDIT10NAL INFORMATION.
<br />
<br />'"
<br />,.- """-- 1 Od N AI LS @ 6"
<br />STAGGERED
<br />
<br />J \
<br />52 J
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DETAIL,
<br />SCALE: N.lS. ,
<br />
<br />--=-
<br />
<br />i
<br />
<br />fREFER TO PAGE SDW2 FOR I
<br />IADDITIONAL INFORMATION BY MANUFACTURER.
<br />
<br />~
<br />
<br />WlDTl1 OF OPENING VARIES
<br />
<br />1/2"X9 1/2" PLYWOO
<br />SCRAP MATERIAL
<br />
<br />. FOHM CONCRETE INSET TO
<br />.-4.: , / CREATE A SOUD BASE FOR BLOCK
<br />/ WALL ABOVE.
<br />
<br />.-SIMPSON SP1
<br />
<br />;-ANCHOR BOLTS @
<br />r;I:SON SIMPS~ . . _ / 24' O.C. MAX
<br />~ .:: j
<br />
<br />TYPICAL GARAGE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.S.
<br />
<br />-..J
<br />-..J
<br /><C:
<br />='-0:::
<br />~~
<br />o
<br />
<br />fK\
<br />\::V
<br />
<br />TYPICAL 6ECTION THRU WINDOW I
<br />,
<br />SCALE: N.T.S.
<br />
<br />B \
<br />52 I
<br />
<br /><1
<br />~<I'
<br />
<br />I B
<br />
<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 />I " a
<br />
<br />\ ~XB P.T. Borrof P~
<br />
<br />I \ I
<br />L ANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM :'LATE)
<br />
<br />\
<br />RACK MOUN~NG BRACKET
<br />
<br />\r
<br />I
<br />
<br />GARAGE DOOR
<br />
<br />ARAGE DOOR TRACK
<br />
<br />CD
<br />
<br />-SIMPSON SIMPSON I
<br />A35 SP2 1
<br />,:::1:
<br />
<br />..
<br />2X4 STUDS @ 24" O.C. ~
<br />2'-0"
<br />A A
<br />1 r y
<br />1 /2" ~NCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECTlON7
<br />~, .J
<br />~ \ 10
<br />"-SIMPSON, A35
<br />
<br />
<br />I
<br />
<br />GARAGE D08R ROLLER ~
<br />CONNECTI N ASSEMBLY ~lI I
<br />TRG'~~dtJiJY86WN OF -Ji [i;~ \
<br />~~ 1\
<br />
<br />/( .'. ~~l,.I.:\~.:....,'),
<br />POURED CONCRETE BASE FOR \ l
<br />~~~g~ ~~kLGA~~8tS6~8R -~ BOTTOM,PF MOUN~NG BASE
<br />XND WATER SHED FORWARD TO BE 2 ABOVE FINiSHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />2x6 MOUNTING BASE
<br />~X8X16 c.~.u.
<br />
<br />.--:>:::7 GARAGE FLOOR
<br />
<br />(Tl1IS IS A RECOMENDA TION FOR CONSTRUCTION OF Tl1IS FORM. ANY
<br />MATERIAL OR CONSTRUCTlON METl10D MAY BE USED PROVIDED END
<br />PRODUCT MEETS Tl1E SHAPE AND DIMENSIONS OF Tl1IS DRAWING.)
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />! ! I
<br />r1
<br />
<br />GARAGE EN1RY FORM DETAIL
<br />SCALE: N.T.S.
<br />MOUNT1NG BASE SHOWN
<br />IN POSITION
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />
<br />c
<br />
<br />-SIMPSON
<br />A35
<br />
<br />rSIMPSON
<br />I A35
<br />J..MlI
<br />liH .....----10d NAILS @ 4"
<br />I~ ~ STAGGERED
<br />
<br />rSIMPSON
<br />I SP2
<br />: ~: :
<br />
<br />r
<br />
<br />1\
<br />
<br />_2X4 P.T.
<br />/ I;: PLATE
<br />-r ... ~
<br />
<br />TRANSOM OPENING
<br />
<br />.!..
<br />
<br />,
<br />
<br />IL~AILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />':..;r
<br />1
<br />'b
<br />
<br />-
<br />
<br />-
<br />
<br />PARTIAL INTERIOR ELEVATION
<br />SCALE: N.T.S.
<br />
<br />,.SIMPSON SP1
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES Wl111 8d COMMON
<br />WlRE NAILS @ 4' OIC BOUNDARIES
<br />6' OIC EDGES & 8' OIC FIELD
<br />
<br />/
<br />
<br />7'-4" A.F.~.
<br />PRECASJ REC SS
<br />LINTEL I FILLED
<br />#5 REBAa....
<br />-.......,
<br />DOOR OPENING
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />. ..; :.' ..::....:.. "~" -~-.."
<br />
<br />..,. '.' .; ~ .
<br />. ',.",: ;.;... .
<br />
<br />4'
<br />SEAT FOR BLOCK IS ~
<br />POURED IN PLACE CONCRETE~ I'....
<br />GARAGE FLOOR SLAB \
<br />~~~W~~WAIHNOTES h-..
<br />SLOPE FORWARD
<br />FOR DRAINAGE
<br />
<br />~
<br />
<br />SEE PLAN FOR FOOTlNG . : .
<br />DIMENSIONS '!"
<br />
<br />TO TI-IE BE&T OF TI-IE EN6INEER'S KNOLULED6E AND BELIEF, TI-lE
<br />&TRUCTURAL PLAN& AND &PECIFICATION5 COMPLY WITH TI-IE
<br />FLORIDA 6UILDIN6 CODE, SECTION 1606 FOR 120 MPl-l 3 SECOND
<br />6U&T, EXPO&URE 'B' WIND ZONE (2001 EDITION).
<br />THIS DRAUJIN6 AND DESI6N 1& vALID FOR 12 MONTHS AFTER TI-IE
<br />DATE IT IS &f6NED AND &EALEO.
<br />SIGNED AND &EALED FOR TI-IE &TRUCTURAL PORTION OF TI-IIS
<br />DRAUJIN6 ONLY.
<br />
<br />Ir:s'MpsoN
<br />A35
<br />~
<br />
<br />o
<br />
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />o SAMUEL A. GR1:ENBERG, P E. -:34245
<br />o T+-4U"( +-4. +-4U"rNH P E. #~0122
<br />o IRWIN J. BENSON, P E. -4~1S8
<br />o All ABBAS +-4AKIM, P.E. ll5~18~
<br />
<br /><1
<br />". ~<I'
<br />
<br />SIMPSON A35
<br />f/
<br />I ""-
<br />
<br />\ 2X8 P.T. 80nf P~
<br />
<br />I \ I I
<br />L~NCHOR BOLTS @ 24" O.C. MAX. (MIN.
<br />(2) PER BOTTOM PLATE)
<br />
<br />" .. .:.
<br />
<br />_I
<br />
<br />I
<br />
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />0~
<br />
<br />.. SECTION
<br />A A-A
<br />
<br />2'-0' 8'
<br />I. I~
<br />/ \1
<br />" I
<br />
<br />* ~ "\ LEAVE A CUT OUT IN 0.8.8.
<br />~~ _ _ON THE INSIDE TO ALLOW FOR
<br />r'\.. - INSULATION TO BE INSTALLED
<br />~ " - 2 x 8 45' DIAGONAL
<br />~ " :~ BRACE AT W~. (~~CE
<br />I' ~ OF ARCH ~. ~~I 10d
<br />'I ~ NAILS AT . D
<br />
<br />
<br />
<br />~ PROVIDE TAPCON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK I
<br />W/ 3/16" x 3 1/4" TAPCON
<br />( 1 1/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />i" MAX.
<br />
<br />-r-
<br />
<br />BTR2.L1~R~W<~L1f'J. T2P BUCK I.,
<br />1
<br />I ,
<br />
<br />I
<br />
<br />I-'
<br />1 X 4 FURRING/ vV
<br />BLOCK HEADER~ ~
<br />
<br />r{ld NAILS AT 8" O.C.
<br />I AT BUCK
<br />
<br />(4) 1 ad NAILS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1/2" DRYWALL:
<br />
<br />2 x 8 45' DIAGONAL ~ ~ L 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 />BUILT UP PLWD, BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT W/ 8d NAILS
<br />
<br />~
<br />
<br />
<br />-"'I~
<br />(4) 1 ad NAILS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />
<br />1/ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
<br />B1WN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<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 />, AA ,
<br />, S2 J
<br />
<br />FRAMING DETAILS/~
<br />ABOVE ENTRY {FF'
<br />\::V
<br />
<br />~
<br />~
<br />
<br />NOT TO SCALE
<br />
<br />NOT TO seAL!::
<br />
<br />3/16" x 3" TAPCONS
<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 ___ SEC~ON
<br />-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)I~ B-8
<br />riP MAX. 2'-0' 8'
<br />- ~ I~ I, I,
<br />SOLID BLKG. AT TOP 1 \"" l l
<br />B1WN. ARCH BLKG. & BUCK !, "" I
<br />J I
<br />
<br />, ~
<br />, 1\ - ~ tT PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />lL: V BUCK - (1) WITHIN
<br />LEAVE A CUT OUT IN O.S.B. V '<' 4" MIN. OF START
<br />ON THE INSIDE TO ALLOW FOR ~J"... OF ARCH
<br />INSULATION TO BE INSTALLED ......~
<br />
<br />~ RE~SED 08-15-03
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />
<br />&eAL."\ 5CAJ..E NOTeD
<br />DATE 12/12/02
<br />
<br />TAMPA Olvl61CN
<br />
<br />GARAGE ENTR"r" FINI6HED
<br />MA60NRY DETAIL I
<br />SCALE: N.T.S. \
<br />
<br />~
<br />52~
<br />
<br />~
<br />
<br />2 x 8 VERT. wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />~
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />p.o. eox ~ - AP01.L.O eEACl4 - R..ORIOA - 33&12
<br />~ - (813) 645 0166 PAX - (813) 645 ~<aa
<br />el::l. ..tal"" fC\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING. PA AND 111E
<br />Iii' ..,..., lU' ~CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RIZED USE IS PROHIBI1ED, - 2003
<br />
<br />'"'
<br />
<br />,
<br />
<br />PROVIDE 2 x 8 DIAG. BRACE"""
<br />B1WN. VERT. BRACES WHEN 1\
<br />HGT. OF BRACE EXCEEDS 24.
<br />
<br />2 x 8 VERT.~
<br />BRACE(S) \ ""
<br />~
<br />
<br />/
<br />
<br />BUILT UP PLWD. BUCK
<br />SCRIBE (NOTCH) BACKSIDE TO
<br />FIT ARCH CONNECT W/ 8d NAILS
<br />
<br />INSTALL WOW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />1\ 7/16.0S8
<br />~ARCH PANEL
<br />"-
<br />~2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />B1WN. OSB ARCH FACES W/ (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />D~ B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />-
<br />
<br />LENNAR ~OME5
<br />
<br />5TART OF ARC
<br />4' MAX RAP.
<br />
<br />/
<br />7
<br />1/
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />EQUAL
<br />
<br />~
<br />'\::3/.
<br />
<br />EQUAL
<br />
<br />1-
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />"-
<br />
<br />\...
<br />
<br />5ECTION5, DET AILe, NOTEe
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />..)
<br />
<br />62
<br />
|