|
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />-PRE ENGINEERED WOOD TRUSSES @ 24" O/C
<br />PLlFT CONNECTOR (SEE SCHEDULE)
<br />OUBLE 2'x4' S.P.F, TOP PLATE
<br />
<br />(
<br />
<br />SiMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />/
<br />7
<br />
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />APPL Y 3 LAYERS W / TOTAL 1111CKNESS 7/8'
<br />OVER METAL LMH. FIRST 2 ~AYERS 3/8'
<br />mCK EACH, 3RD LAYER 178 mCK,
<br />
<br />~[xJ
<br />~~
<br />
<br />~~
<br />~T
<br />~~
<br />D '
<br />SIMPSON SP2 . EA. SruD ~ 1/ . .
<br />1/2" EXITRIOR GRADE SIH llilNG ~ ~ ~
<br />F'ASTENED TO TRUSSES WlTI-l 8d COMMON /
<br />WiRE NAILS @ 4' O/C BOUNDARIES
<br />6' O/C EDGES & 8' O/C FJELD ~
<br />10-' '"
<br />~
<br />
<br />111 -
<br />v
<br />KNEEWALL ABOVE MASONRY WALL DETAIL I
<br />SCALE: N.T.S. \
<br />
<br />~VENT OR 2ND FLOOR
<br />_ r\ f-
<br />
<br />1/2' MINiMUM CEMENT FINISH 5 >- /TYPICAL C.M.U. WALL
<br />~ - IJ~
<br />,-
<br />STANDARD 3" D/A. TEE _
<br />
<br />THREADED 3" DIA. EXlENSIDN ~ =:
<br />
<br />FOSC.t:Il1IJ<<flUJAP (3" DIA.) "E~ ~
<br />
<br />-
<br />
<br />- "-3/4" FURRING STRIPS
<br />
<br />-
<br />
<br />f- .--1/2' GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ 8" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />f--
<br />
<br />-
<br />
<br />-
<br />
<br />I---
<br />
<br />a::::
<br />
<br />v
<br />
<br />/
<br />
<br />-
<br />/
<br />-
<br />
<br />f--
<br />
<br />I--
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />a::::
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />MIN. EXTENSION FROM EXTERIOR - -
<br />FACE OF BLOCK WALL IS 1 1/2" - -
<br />MAXIMUM EXTENSION FROM EXTERIOR _ I--
<br />FACE OF BLOCK WALL IS 2 1/4" ~\I~DRAIN
<br />
<br />
<br />WALL CLEAN-OUT (A \
<br />SCALE: N.T.S. \!:3:)"
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />~~
<br />
<br />"
<br />
<br />.
<br />
<br />k
<br />
<br />v
<br />
<br />'" .
<br />
<br />~ ~." ,
<br />'f0.....""- 1 Od @ 8' O/C
<br />'~~
<br />~
<br />\.80TTOM SPLICE
<br />OVER STUD
<br />
<br />"
<br />
<br />!/'
<br />
<br />NOTE:
<br />PLA TE LENGTHS MUST BE "
<br />A T LEAST 8'-0" LONG. TYPICAL
<br />
<br />TOP PLATE SPLICE DETAILrM\
<br />SCALE: N.T.S. \!:vT
<br />
<br />:.>
<br />x
<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. cROM EACH HEADER
<br />F ACE TO BLOCKING
<br />
<br />0..
<br />n :r
<br />:!it
<br />>> >.
<br />::\.l ,Q
<br />II:) ...:
<br />n ..,
<br />.. <D
<br />:0 -a
<br />D 0
<br />
<br />IW
<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 />.... ::J
<br />...<
<br />
<br />D ....
<br />... 0
<br />--
<br />.....
<br />o ,
<br />:>
<br />en
<br />g .
<br />CD .
<br />J:
<br />a~
<br />,.
<br />a ~
<br />. 01)
<br />::\.l Cl)
<br />;Q 0
<br />- -
<br />~ >
<br />....J Cl)
<br />- -a
<br />:l",
<br />.1- -
<br />, .....J
<br />oUr.!'
<br />....J ,
<br />~o..
<br />z:r
<br />;Q -.0
<br /><~
<br />~~
<br />- 0..
<br />- ,
<br />x-
<br />o:e.....
<br />~ at
<br />z: -
<br />.u ,.
<br />...J Cl)
<br />- ::c
<br />...
<br />:D
<br />>> '.
<br />::\.l C8
<br />co
<br />~
<br />- -
<br />
<br />VARIES
<br />
<br />2 X 0 (MIN) FRAME
<br />WALL HEADER DETAIL
<br />
<br />(2) 2x4 TOP
<br />
<br />PLA TE \.
<br />
<br />I~
<br />1.o=::>O~
<br />I
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PRO~DE 2 STRAPS ON
<br />EACH END MIN.)
<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 />w
<br />
<br />;Q d)
<br />- ....,
<br />;Q C
<br />lI:: co
<br />g~
<br />...J d)
<br />:c 0
<br />-
<br />.. a..
<br />l:~
<br />
<br />SCALE: N.T.S.
<br />
<br />CRICKET AS REQUIRED
<br />
<br />>-
<br />z
<br /><{<{
<br />zZ
<br /><{-
<br />~::r:~ VJ
<br />~ 1-:;: 2
<br />Cl:: 0
<br />: wf- <{
<br />cr 138 Cl:: GALV. METAL
<br />i-r: 5:0.. b FU\SHIN\
<br />. I
<br />b~'b .......
<br />
<br />~~~ ~~
<br />
<br />CRICKET~
<br />
<br />-- -
<br />
<br />-. --
<br />
<br />-
<br />
<br />/~
<br />.~
<br />
<br />SECTION "A-AII
<br />SCALE: 3/4"=1'-0'
<br />
<br />A
<br />
<br />I
<br />
<br />I
<br />
<br />(2) 2 X 8 BEAM/
<br />
<br />--=-
<br />
<br />E \
<br />52 J
<br />
<br />1
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />
<br />#5 REBA~
<br />t---.
<br />DOOR OPENING
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<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 />NOT TO SCALE
<br />
<br />I DD \
<br />, S2 f
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO~
<br />INTO BLOCK@ SPACING PER MANUFA~~R~-'
<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.D.S.
<br />WOOD SCREWS INTO P.T. @ 12" O.C. '--.
<br />~~ )/0
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1X~ ~ ~".,
<br />@ 16" O.C. 2-ROWS ItnO MASONRY 4 .
<br />THROUGH lx4 P.T. & 1x8 P.T. LJ X 8 P. .
<br />1 - 1 /2" D ETA I L
<br />
<br />3/16" X 3 -1/2" TAPCON
<br />
<br />-[
<br />
<br />DOOR JAMB W 1/4" X 3" S,D.S.
<br />@ 12" O,C. 2 ROWS STAGGERED.
<br />1X4 P.T:-
<br />
<br />J
<br />
<br />~
<br />
<br />2 1 /4" DETAIL
<br />
<br />'-2 X 8 P.T.
<br />1/2" DRYWALL 1 X4 FURRING
<br />
<br />DOOR JAMB W 1/4" X 3" S.D.S. .wn;
<br />1 ~-=-nm
<br />
<br />in
<br />
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED .t ~X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />u.
<br />~
<br />
<br />3" DETAIL 1 X 4 FURRING
<br />1/2" DRYWALL l
<br />DOOR JAMB W 1/4" X 4-1/2" S,D.S. 12" O,C'__G u
<br />lOd @ 12" O.C. 1 ~
<br />~......
<br />2X2X8 P.T. VV1TH 3/16"~ X 3" LONG TAPCONS - L
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
<br />
<br />3-1 /4" DETAIL
<br />
<br />BUfLDOUT ~ OVER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS f CC \
<br />
<br />NOT TO SCALE \!:V
<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.) i" ~AX.
<br />
<br />~
<br />
<br />1 X 4 FURRING/ v!;-
<br />
<br />BLOCK HEADER/ ~
<br />
<br />/if ~d~ AT 8" O.C.
<br />
<br />36" MAX.
<br />
<br />\
<br />
<br />PREFAB CHIMNEY CAP
<br />FLASHING
<br />2"x4" BLOCKING (SEE MANUF.
<br />SPECS, FOR MINIMUM DISTANCE)
<br />
<br />SLOPE
<br />--
<br />
<br />ATTACH BLOCKING ~
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />/'
<br />
<br />~ /t
<br />:~ ~CKEL
<br />b~" I
<br />~~
<br />
<br />(, ;:::- -::::::--.
<br />\1 \v
<br />\\ /J
<br />,.~
<br />
<br />jGALV. MTL. FLASHING
<br />
<br />~ ~TRUSS TOP CHORD
<br />(:t'J
<br />
<br />IMPSON MTS12 @ EA. CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />Vi'REFAB CHIMNEY ASSEMBLY
<br />
<br />A
<br />
<br />f\..2'X4' @ 16' O.C. MAX.
<br />V2"X4' BLOCKING TYP.
<br />
<br />TYPICAL C~IMEY DETAILS0\
<br />SCALE: N.T.S.' 52 .J
<br />
<br />~
<br />
<br />...
<br />
<br />
<br />@
<br />
<br />
<br />,-SIMPSON (C) SIMPSON
<br />I SP2 A35
<br />:~:: -. ~
<br />
<br />...-SIMPSON SP1
<br />SIMPSON 35 ,r-AN:HOR BOLTS @
<br />'~ f- / 24 O.C. MAX
<br />,:: 1(' J
<br />1 2X4 P.T.
<br />I '- B PLATE
<br />fS P. T. Bonoi PL~
<br />
<br />PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4' BLOCKING
<br />
<br />c
<br />
<br />A
<br />
<br />10d NAILS @ 6"
<br />O.C. STAGGERED7
<br />TRANSOM--
<br />"i2 rl 0 0 M FRAMING
<br />, 's:i! ... ~ BI='YOND. -
<br />
<br />f- ~ = LPLYWOOD
<br />o { E \ tSHEAmlNG
<br />'- \gJ
<br />
<br />2X4 PT SllJDS @ 16' O.C. OR (1)2X4PT SruD ~
<br />@ 24' O.C. UNDER COMMON TRUSS W/ (2) 2X4 / --
<br />PT STUDS UNDER HIP CARIER/GIRDER TRUS~ \.
<br />
<br />/E I~~~l ~MAIN SPAN ROOF TRUS
<br />SIMPSON META20 @ EA, SruD ~ b f- UPLIFT CONNECTOR (SEE SCHEDULE)
<br />
<br />/ ~~; MOISTURE BARRIER
<br />8'X8'X16' K,O, BLOCK W/ 1 #5 CONT. ~-
<br />AND FILLED W / 2500 PSI GROUT /
<br />/ f- ~I---
<br />-.l~
<br />1 #5 VERT. IN CONC, FILLED CELL ~ ~
<br />W/ SID, 90' HOOK IN K,O. BLOCK i=
<br />=
<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 />--
<br />
<br />L-_
<br />
<br />I B
<br />
<br />:8
<br />
<br />f-
<br />
<br />PLYWOOD
<br />SHEA Tl1ING
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />MASONRY
<br />WALL BELOW-. ~
<br />-.
<br />
<br />~
<br />
<br />,
<br />
<br />~SIMPSON
<br />A35
<br />
<br />t-::1_ "-^.
<br />~~~~",
<br />- ~.J" ,
<br />~~ ,
<br />~ ,
<br />~ ,
<br />~ ,
<br />~N~~
<br />TRANSOM FRAMING ~
<br />SEE SEC110N AA/S1 AND
<br />BB/S1 FOR ADDIT10NAL
<br />DETAILS I
<br />
<br />'--NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />RECESS
<br />rLlNTEL
<br />/
<br />,,! '. 4 ."\
<br />~.
<br />
<br />r~SiMPSON
<br />A35
<br />)
<br />
<br />ROOF TRUSS
<br />{ABOVE
<br />(2X4 BLOCKING
<br />
<br />
<br />~l ill-.
<br />""'" t ~ ~ SIMPSON DTC @
<br />~ ~ EA. BLOCKING
<br />p
<br />, .....
<br />
<br />~2X8 WALL
<br />m ABOVE ENTRY
<br />~~K.O. BLOCK
<br />=-.:.. W/(1) #5 CONT.
<br />= & FILLED
<br />
<br />=F==
<br />
<br />ANCHOR BOLT
<br />
<br />ASONRY WALL
<br />
<br />-
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />~
<br />- "-10d NAILS @ 6"
<br />STAGGERED
<br />
<br />i
<br />
<br />4 .::l </ I B
<br />
<br />~\
<br />
<br />I I \ I
<br />
<br />L ANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />c
<br />
<br />....-SIMPSON
<br />A35
<br />
<br />,SIMPSON
<br />I SP2
<br />: ~: :
<br />
<br />h
<br />
<br />~~::J:;': r- ~'^
<br />~~,"
<br />~~,,~ ,
<br />~~"
<br />~~',
<br />
<br />~ TRANSOM FRAMING ~~,
<br />~ SEE SEC110N AA/S1 AND ~'V-
<br />BB/S1 FOR ADDITIONAL \
<br />DETAILS
<br />~
<br />\
<br />
<br />...-SIMPSON SP1
<br />
<br />NAILED INTO
<br />TR AN SOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br /></ /.
<br />
<br />r;SIMPSON
<br />A35
<br />)
<br />
<br />~
<br />
<br />I
<br />
<br />"
<br />
<br />.</ .
<br />
<br />A -.- SECTION
<br />A-A
<br />2'-0' 8'
<br />/ \ t-=-t 3/16" X 3" TAPCONS
<br />
<br />- " I
<br />
<br />* ~ \ LEAVE A CUT OUT IN 05.8.
<br />~ _ _ON THE INSIDE TO AllOW FOR
<br />INSULATION TO BE INSTAllED
<br />~ 2 x 8 45" DIAGONAL
<br />.'-' BRACE AT fl' FACE
<br />OF ARCH W (:3) 10d
<br />I_~ NAILS AT . Wo
<br />
<br />
<br />
<br />/ , ~ PROVIDE TAPCO'
<br />WITHIN 4' MIN.
<br />OF BRACE
<br />
<br />(4) 10d NAilS INTO
<br />/ 2 X 8 BRACE/ BlKG.
<br />1/2" DRYWAll
<br />
<br />2 X 8 45" DIAGONAL -. ------I\.- 7/16" OSB
<br />BRACE(S) r---.. ARCH PANEL
<br />
<br />--'""
<br />
<br />BUilT UP PlWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT W/ 8d NAILS
<br />
<br />7
<br />
<br />/
<br />
<br />INSTAll WDW. SCREW
<br />ANCHOR INTO ARCH BlKG.
<br />PER INSTALLATION DETAilS
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />(A;:\
<br />~
<br />
<br />CUT HOLE IN O.S,B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />-
<br />
<br />/
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />PROVIDE TAPCON PER WDW. INSTALLATION
<br />DETAilS OR THRU 1-1/2" THK. OR MORE BUCr
<br />WITHIN 6' MIN. OF START OF ARCH
<br />
<br />o
<br />
<br />....- 51 M P SON
<br />A35
<br />
<br />1
<br />",..
<br />
<br />10d NAILS @ 4"
<br />STAGGERED
<br />
<br />:
<br />""'"
<br />I
<br />'0
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES 'Mlli 8d COMMON
<br />WIRE NAILS @ 4" O/C BOUNDARIES
<br />6' O/C EDGES & 8" O/C FIELD
<br />V
<br />
<br />SIMPSON A35
<br />IC'/
<br />
<br />NOTES:
<br />CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDI1l0NAL INFORMA110N.
<br />@ ~~IFJEE111N ApTL ALL REINFORCEMENT (j) OPENINGS LESS 111AN OR EQUAL TO 6'-0"
<br />ACED PROPERLY. IN IMD111 DO NOT REQUIRE ADDI1l0NAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />TYPICAL FILLED ~
<br />LINTEL ASSEMBL Y{ G \
<br />
<br />SCALE: N.T.S. '527
<br />
<br />'=="
<br />
<br />I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
<br />
<br />C,.
<br />
<br />~IRDER TRUSS
<br />
<br />SIMPSON
<br />HTT16 TYP, ~
<br />N~
<br />
<br />5/8"~ THRU~ ~ ~l:-X TOP PLATE
<br />---=.'Q --=====
<br />BOLT =:.- ~'-~
<br />
<br />SIMPSON HTT16 j
<br />TYP.
<br />
<br />~2 X B.U,C
<br />
<br />10,1--
<br />TYPICAL ~TTlb TO ~
<br />BUILT-UP COLUMN DET AIL{ R \
<br />\ 52.J
<br />
<br />'==
<br />
<br />
<br />~ ___u _ (1) SIMPSON LSTA14
<br />~ @ 24' O/C STAGGERED (TYP,)
<br />
<br />'1j~ ~ SEE FLOOR PLAN NOTES
<br />.:" ~ / \ FOR REQUIRED CONNECllON
<br />."""" ~ /'.... 2-RO'NS 16d NAILS STAGGERED @
<br />:::--....../' . ~/ -........16. O/C EACH FACE OR 3-~O~
<br />~ 1'~~6d N'"AILS STAGGERED@16 0 C
<br />16d NAILS @ ~ .'-.......~ ~ ~ ~ FOR 2'x10' OR GREATER HEAD R
<br />16' O/C TYP." ""'" ~ t-::::::--................
<br />EACH PLY . ~
<br />. ~
<br />
<br />
<br />'(1~ \ ~ DOUBLE HEADER WI 1/2'
<br />\:2V FUTCH PLATE U.N.O.
<br />
<br />(1) 2'x4' CRIPPLE FOR
<br />OPENINGS 5'-0' OR
<br />LESS & (2) 2' X 4'
<br />C~IPPLE FOR OPENING
<br />6 -0' OR GREATER
<br />~
<br />
<br />\
<br />~~~6()j~E~Np A~~N'fOAS
<br />HEADER Wi (2) 15d @ 15' O/C
<br />UNLESS NOTED OlliERWlSE
<br />
<br />~~
<br />
<br />/2'X4' SllJDS TYP.
<br />
<br />D
<br />O,c~ oo~
<br />· UPLIFT CONNECllONSl'vll'vC
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />tEE PLAN FOR REQUIRED
<br />CONNECllONS
<br />
<br />~
<br />i
<br />P.T. BOT. PLATE
<br />
<br />~~
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL ~EADER DETAIL (Q \
<br />SCALE: N.T.S. ~
<br />
<br />K wN/OC1K-2~T BLOCK, NOTCH LINTEL IM1ERE REQUIRED
<br />('I) ~ , FOR CONCRETE PLACEMENT
<br />, I . ,....L:~ f ':' . . .,.' .J ' ~. ~.... 'I' .. '
<br />
<br />-
<br />-,1-2"x BUILT-UP COLUMN
<br />.--
<br />
<br />/
<br />Y'~I. .
<br />
<br />STD. 90' HOOK
<br />T BOND BEAM
<br />CONT #5 Bf--R 1
<br />"If
<br />
<br />: 0: 0 l)8-16d NAILS
<br />
<br />o 00 ~
<br />
<br />o 0
<br />o 0
<br />
<br />I~ .'. .
<br />
<br />. <1" . ,. ," .,' , ...
<br />
<br />.,. ... /
<br />
<br />....
<br />
<br />. .." "',1
<br />
<br />FI LL CELL \
<br />\ .. ..
<br />~
<br />~
<br />
<br />I
<br />
<br />===
<br />
<br />I ;', 'l. .... s~ 90':00K)'
<br />
<br />I I PRECAST LINTEL wi (1) 1/5 CONT.
<br />
<br />
<br />I
<br />
<br />II
<br />
<br />II
<br />
<br />r
<br />
<br />o 0
<br />o 0
<br />
<br />5/8"~x8" "l BOLT OR
<br />5/8"~ HIL 11 KIMK BOLT II
<br />w/ MIN. 8" EMBEDMENT
<br />
<br />I
<br />~W6K~' .....1
<br />" :<.1
<br />
<br />CONT. #5
<br />BAR\
<br />
<br />~
<br />
<br />II
<br />
<br />IN OPENINGS GREATER THAN 6'-0" WIDE
<br />
<br />II
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />
<br />
<br />T I I ............-FILLED CELL W/ (1) #5 VERnCAL~
<br />Y"" SEE FDN. PLAN FOR LOCA nON II
<br />
<br />\ ....
<br />
<br />~
<br />~... -.....;;;;;
<br />. I
<br />I
<br />~.9:.f.!f...d.~.\ I~ .... ,(
<br />'~. "~".' ~i q ,It,
<br />'.' a "0' :'\.-
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<br />~I
<br />
<br />fJ.
<br />D'..
<br />llii
<br />I ......
<br />
<br />II
<br />
<br />I
<br />
<br />. I
<br />
<br />OPENING
<br />
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />#fo ~~~~E~~O~o~8u~~tJlON
<br />
<br />SIMPSON STRONG ~
<br />TIE ~TTlb ( N \
<br />
<br />SCALE: N.T.S. ~
<br />
<br />BOND BEAM STEP DETAIL J
<br />SCALE: N.T.S. ,
<br />
<br />H ,
<br />52 J
<br />
<br />~
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS
<br />
<br />rTRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />Ini1 '
<br />~~ l'
<br />/ ~I 1/4" MIN. SPACE
<br />2x TOP PLATEJ
<br />OTE: 2-16d NAILS @
<br />24" O,C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />;1 CAN BE USED IN UEU OF SIMPSON
<br />_ STC STRAP
<br />----/ V r/" 2x STUD @ 24" O.C, MAX.
<br />
<br />/ /~;ROVIDE HIL 11 X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />2x P.T. PLATE~ J /'-6X6 W1.4XW1.4 W#F
<br />~ OR FIBERMESH
<br />I
<br />t~- - "'- - ~ -fr-~ ~-=7~ L ~~ ~.,-~-t
<br />
<br />--=-
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DETAIL, J '\
<br />
<br />'~
<br />
<br />7 5]S" 7 5/~ S" 7 5/~ S"
<br />
<br />
<br />
<br />-- ~ ~ ~ojr:EAs---D+-C--------~-SOUDAREAS
<br />D V~ ARE STEEL AND D == - ARE STEEL AND
<br />GROUT D 1/ GROUT
<br />INTERIOR WALL . = "
<br />\ iir I~ SAW CUT TO 10 1/2 ~ L_LliSAW CUT TO 10 1/2 :if' I FULL 8x8x16 BLOCK
<br />
<br />
<br />'i - -~ ~ - -DOOR OPENING- - U .~ -DOOR OPENING - -IQIIli- -DOOR OPENING-'1.
<br />I [j] 1\ FILL 1111S CA'v1TY 'M111 ~ FILL 1111S CA'v1TY Wllli I ~ 1"\ "." FILL 1111S CA'v1TY 'M111
<br />EXTERIOR WAll8l! "- GROUT FROM FINISHED GROUT FROM FINISHED ~ GROUT FROM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO lIT FLOOR GRADE TO
<br />LINTEL ABOVE. = LINTEL ABOVE. D LINTEL ABOVE.
<br />__ 0 ~~______Ji5l_~_+_~_ 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 111E
<br />COARSE BELOW, EVERY 1111RD (3RD) COARSE 111E 11' DOOR JAMB WALL IS TO BE
<br />WOVEN INTO 111E MAIN FRONT TO REAR WALL AS SHOWN. -=-
<br />
<br />I D '\
<br />.\3)
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.T.S.
<br />
<br />SCALE: N.T.S.
<br />
<br />[REFER 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 />WlD1l-l OF OPENING VARIES
<br />
<br />1/2"X9 1/2" PL YWOO
<br />SCRAP MATERIAL
<br />
<br />" FORM CONCRETE INSET TO
<br />A.' r CREATE A SOLID BASE FOR BLOCK
<br />WALL ABOVE.
<br />
<br />,
<br />
<br />--===-
<br />
<br />TYPICAL GARAGE DOOR @-
<br />TRACK MOUNTING DETAIL K
<br />SCALE: N.T.S. 52
<br />
<br />1
<br />SIMPSON MET A 16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />NOT TO 5CALE
<br />
<br />2 X 8 BUCK - CONNECT TO BLOCK WITH
<br />-3/16' x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BlK.)~
<br />~1" MAX.
<br />n 2'-0'
<br />- I,
<br />SOLID BLKG. AT TOP 'I ~
<br />BTWN. ARCH BLKG. & BUCK ~ '\
<br />
<br />8'
<br />L- I,
<br />l 1
<br />
<br />I
<br />I
<br />
<br />
<br />" ~
<br />, ~ '- ~ ~ PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />I V /' BUCK - (1) WITHIN
<br />lEAVE A CUT OUT IN O.S,B. / :< 4' MIN. OF START
<br />ON THE INSIDE TO AllOW FOR~ ~ >-..... OF ARCH
<br />INSULATION TO BE INSTAllED ~~
<br />
<br />SIMPSON "I
<br />SP2 1
<br />:~:f:
<br />
<br />2X4 SllJDS @ 24" O.C, ~;
<br />2'-0"
<br />A I
<br />/ r
<br />r
<br />1/2" ANCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SEC110N 7
<br />), J
<br />II
<br />\ I g
<br />LSlMPSON1 A35
<br />
<br />
<br />I
<br />
<br />i1SIMPSON
<br />fl.fr A35
<br />
<br />~.>:
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />I r
<br />
<br />SOLID BLKG. AT TOP
<br />BTWN. ARCH BlKG. & BUCK L
<br />--, ~
<br />
<br />I
<br />
<br />'. 4....... </ II
<br />4. .;\4'
<br />.\r--c \ 2X8 P T 80nf P~
<br />r[;\r 1\ I T
<br />~ LANCHOR BOLTS @ 24' O,C, MAX. (MIN,
<br />(2) PER BOTTOM PLATE)
<br />
<br />I
<br />
<br />_2X4 P.T.
<br />~~: PLATE
<br />, ..,'r
<br />I
<br />
<br />I
<br />
<br />1
<br />
<br />I
<br />
<br />I
<br />o
<br />
<br />I
<br />
<br />I
<br />
<br />FRAMING DET AILS /~
<br />ABOvE ENTRY (FF'
<br />
<br />NOT TO SCALE .~
<br />
<br />BLOCK HEADER-t\
<br />1 X 4 FURRING """ \.
<br />
<br />8d NAilS @ 8" O.C. AT BUCK _____ ~
<br />
<br />~Alls8 A~E~: ~~D (2) 10d
<br />
<br />PROVIDE 2 x 8 DtAG. BRACE ~
<br />BTWN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24" j\.
<br />
<br />2 x 8 VERT.~
<br />BRACE(S) \ '"
<br />
<br />~ \ 7/16" OSB
<br />BUILT UP PLWD. BUCK~ f- _ ..LARCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO ....... ro,
<br />FIT ARCH CONNECT W/ 8d NAilS / "-2 x 4 SOLID BlKG. (FUll WIDTH OF WAllS)
<br />INSTAll WDW, SCREW / ~~~. ~SS~ 1~~8H ~ASE~ W/ (4) 10d NAilS
<br />ANCHOR INTO ARCH BlKG. 1/
<br />PER INSTALLATION DETAilS
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />.-=--.
<br />
<br />, BB'
<br />\. S27
<br />
<br />--
<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 aSB INTO 2 x 8
<br />
<br />B \
<br />52 I
<br />
<br />--.J
<br />--.J
<br />. 4:
<br />~iX
<br />~~
<br />o
<br />
<br />"'=='"
<br />
<br />GARAGE DOOR
<br />
<br />RACK MOUNTING BRACKET
<br />
<br />~ FORM CREATES CONCRETE RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />2x4 (NOM) KEEP Sl1FFENER BACK FROM SIDES ENOUGH
<br />. TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />
<br />I ! I
<br />
<br />~RAGE DOOR TRACK
<br />
<br />
<br />~\
<br />~
<br />/ ~J,.:~ ~ ~d ~
<br />
<br />/.... J'. " " I . ~ '\"k ....., .~" ~.,
<br />
<br />POURED CONCRETE BASE FOR \ l .. .
<br />~~~S~ ~~kLGA~~8~s5bgR --.J ~oOTBTOM2"OF MOUNTING BASE
<br />AND WATER SHED ~ORWARD E ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />2x6 MOUNl1NG BASE
<br />~'S"6 C.M.U.
<br />
<br />"< <:7 GARAGE FLOOR
<br />
<br />GARAGE DOOR ROLLER
<br />CONNECTION ASSEMBLY
<br />
<br />TR~t~kG~IR~8J~N OF J:
<br />
<br />(1111S IS A RECOMENDA 11 ON FOR CONSTRUCllON OF 1111S FORM. ANY
<br />MA TERIAL OR CONSTRUC110N ME1110D MAYBE USED PROVIDED END
<br />PRODUCT MEETS 1l-lE SHAPE AND DIMENSIONS OF ll1IS DRAIMNG.)
<br />
<br />r:J
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />~ MOUNllNG BASE SHOWN
<br />IN POSIllON
<br />
<br />TRANSOM OPENING
<br />
<br />(
<br />
<br />7'-4" A.FJ.
<br />PRECASJ REC~\SS
<br />LINTEL {FILLED I
<br />#5 REB~
<br />r--.
<br />DOOR OPENING
<br />
<br />PARTIAL INTERIOR ELEvATION
<br />SCALE: N.T.S.
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />,',.'-,. "'~" '.-..'
<br />
<br />. ..,:" .
<br />
<br />1
<br />
<br />',\, . -:.. '
<br />
<br />d
<br />SEAT FOR BLOCK IS ........ '"'-
<br />POURED IN PLACE CONCRETE~ ........
<br />GARAGE FLOOR SLAB \
<br />~~~W~~~A1HNOTES tr-.
<br />SLOPE FORWARD~
<br />FOR DRAINAGE
<br />
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />o SAMUEL A GREENBERG, F.E. -:34245
<br />o T~UY ~. ~UYNH F.E. '*60122
<br />o IRWIN J. BENSON, P.E. j4~158
<br />o ALl ABBAS ~AKIM, F.E. ~6186
<br />
<br />I
<br />
<br />j
<br />
<br />~
<br />\!:V
<br />
<br />~
<br />
<br />~FOO~NG
<br />DIMENSIONS
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY UJITH THE
<br />FLORIDA BUILDING CODE, SECTION 1~06 FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE '6' UJIND ZONE (2001 EDITION).
<br />Tl-IIS DRAUJINCs AND DESIGN IS vALID FOR 12 MONTl-IS AFTER THE
<br />DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR Tl-IE STRUCTURAL PORTION OF Tl-IIS
<br />DRAUJING ONLY.
<br />
<br />~.
<br />
<br />_ SECTION
<br />B-B
<br />
<br />GARAGE ENTRY FINIS~ED ~
<br />MASONRY DETAIL { P \
<br />SCALE: N.T.S. \.V
<br />
<br />r
<br />
<br />""\
<br />
<br />ill RE\1SED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />p.o. 60X ~ - AP01.L.O 6EACH - FlORIDA - 33512
<br />~ - (813) 645 fD166 FAX - (813) 645 96~
<br />eB 451fD @niESE DRAWlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND niE
<br />CUENT ON nilS PROJECT. ANY REPRODUCTION OR UNAUniORIZED USE IS PROHIBIITD. 2003
<br />
<br />5TART cK ARC
<br />4' MAX RAD.
<br />
<br />eeAl,"
<br />\ eCALE NOTED
<br />DATE 12/12/lZ>2
<br />
<br />TAMPA DIVlel~
<br />
<br />DRAUN e.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />LENNAR f.40MEe
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />1-
<br />
<br />5ECTION5, DET AIL5, NOTE5
<br />
<br />~
<br />
<br />DE Joe NO. PM - 5021
<br />
<br />52
<br />
<br />~
<br />
<br />'-
<br />
|