|
<br />L.o 36n MAX.
<br />
<br />12
<br />(TYP.) I SEE ELEY.
<br />
<br />fRE-ENGINEERED WOOD TRUSSES @ 24n O/C
<br />
<br />pun CONNECTOR (SEE SCHEDULE)
<br />OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/Sn STUCCO FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W / TOTAL THICKNESS 7/S"
<br />OVER METAL LA TI1. FIRST 27 ~A YERS 3/S"
<br />TI1ICK EACH. 3RD LAYER 1 S TI1ICK.
<br />
<br />
<br />
<br />
<br />SIMPSON SP2 ~ EA. STUD ~ ~ /
<br />
<br />
<br />UrTE~EW~gRJ~~gfsS~%~~GCOMMONf ~
<br />WIRE NAILS @ 4. O/C BOUNDARIES ......
<br />6. O/C EDGES & 8" O/C FIELD 'f:',
<br />:,... '"
<br />
<br />/
<br />/
<br />
<br />I
<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 TRUSL/
<br />/~
<br />
<br />SIMPSON MET A20@EA. SllJD ~/ ~
<br />~
<br />8.XB.X16. K.O. BLOCK W/ 1 #5 CONT~. ,f-
<br />AND FILLED W / 2500 PSI GROUT ~
<br />I-
<br />
<br />1 #5 VERT. IN CONC. FILLED CELL
<br />W / STD. 90' HOOK IN K. O. BLOCK
<br />
<br />~
<br />
<br />--
<br />
<br />~
<br />
<br />;1 =
<br />v
<br />KNEEWALL ABOvE MA60NRY WALL DETAIL J
<br />SCALE: N.T.S. \
<br />
<br />:\- ~NT OR 2ND FLOOR
<br />
<br />-~\ ~
<br />1/2. MINIMUM CEMENT FINISH ~ d /TYPICAL C.M.U. WALL
<br />_ -j"
<br />
<br />- ,.--
<br />
<br />STANDARD 3" DIA. TEE ~,.-- I-- c--'3/4" FURRING STRIPS
<br />TI1READED 3. DIA. EXTENSION ~~ := ~
<br />
<br />F~AP (3" DlA.) "E ~ :=
<br />
<br />__ 1/2. GYPSUM BOARD
<br />w/ DRYWALL SCREWS
<br />@ s. O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />c- ~
<br />v ~
<br />
<br />/~
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />MIN. EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 1 1/2n
<br />MAXIMUM EXTENSION FROM EXTERIOR
<br />FACE OF BLOCK WALL IS 2 1/4"
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />TO DRAIN
<br />
<br />~\~
<br />
<br />WALL CLEAN-OUT r A
<br />SCALE: N.T.S. ~
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 1 ad
<br />
<br />....;
<br />~~
<br />'~
<br />~~
<br />r\
<br />"'-BOTTOM SPLICE
<br />OYER STUD
<br />
<br />..
<br />
<br />&'1V
<br />
<br />",
<br />
<br />10d @ 8" olC
<br />
<br />",
<br />
<br />",
<br />
<br />NOTE:
<br />PLA TE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />TOP PLATE SPLICE DETAIL'
<br />SCALE: N.T.S. ,
<br />
<br />M \
<br />52 r
<br />
<br />c-
<br />I ::c
<br />I
<br />I >-
<br />1 ..0
<br />l~
<br />IQl)
<br />. CD
<br />l~
<br />10
<br />. -
<br />. :::I
<br />.-c
<br />
<br />DOUBLE 2, TOP PLATE~
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SPAN PROVIDE 2 STRAPS ON
<br />EACH END MIN.)
<br />
<br />2x BLOCKING @ EACH END W/ lad
<br />x 3n @ 4" O.C. FROM EACH HEADER
<br />F ACE TO BLOCKING
<br />
<br />~/
<br />fjJ~'j
<br />~~ ~(2) 2x HEADER
<br />
<br />.'-
<br />. 0
<br />-
<br />.
<br />. ,
<br />)
<br />en
<br />, .
<br />~.
<br />
<br />VARIES
<br />
<br />2x BOTTOM PLATE W/ (1) lad X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />:D~
<br />=
<br />, ,
<br />. QI)
<br />I CD
<br />) (.)
<br />. >
<br />I CD
<br />. ~
<br />;
<br />~N
<br />. -
<br />-I
<br />I ~
<br />I ,
<br />, 13-
<br />: ::c
<br />) ~
<br />~ :;
<br />o ~
<br />e g
<br />- c-
<br />o ,
<br />0_
<br />E-
<br />: CD
<br />. -
<br />j ,.
<br />J CD
<br />o ::c
<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 />>1c
<br />ft:;?
<br />t: ~
<br />
<br />~(2) 2x HEADER WI ~"
<br />2 x 4 FRAME - - PLYWOOD FLITCH
<br />WALL HEADER DETAIL
<br />
<br />~
<br />~ $
<br />J$
<br />1IO
<br />~
<br />o _
<br />) a>
<br />.....,
<br />) C
<br />'" CD
<br />~-;;
<br />J CD
<br />)0
<br />
<br />o c-
<br />~::c
<br />
<br />WALL HEADER DETAILS
<br />SCALE: N.T.S.
<br />
<br />-=-
<br />
<br />I 1 '\
<br />, 52 J
<br />
<br />--=-
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />! \pREF AB CHIMNEY CAP
<br />FLASHING
<br />~ ~ 2.x4" BLOCKING (SEE MANUF.
<br />/ SPECS. FOR MINIMUM DISTANCE)
<br />
<br />~ - - -1f~ ~EXlIRIOR FINISH
<br />....PREFAB CHIMNEY
<br />,-V
<br />
<br />(,;::- ~
<br />J \v
<br />\\ ))
<br />"::;,--
<br />
<br />A TTACH BLOCKING ~
<br />TO TRUSSES W / SIMPSON SLOPE
<br />A34 ANGLE TYPICAL -
<br />
<br />/~
<br />
<br />>-
<br />~~
<br />zZ
<br />~-
<br />~F~~
<br />0:: Cl
<br />= wI- ~
<br />'f ~8 a:: GALV. METAL I-
<br />1rJ 5:0... b FLASHIN\
<br />. I
<br />b~b ......
<br />J 0::-
<br />~~~~ij
<br />
<br />CRICKET~~
<br />
<br />/ GAL V. MTL flASHING
<br />~ ~TRUSS TOP CHORD
<br />
<br />
<br />~ PSON MTS12 @ EA. CORNER
<br />~OUBLE 2.x4. BLOCKING
<br />
<br />~ /t
<br />~ ~CKEL
<br />cr~" I
<br />',q. ~
<br />
<br />I- -- ,
<br />
<br />-
<br />
<br />BLOCKING @ MID POINT wriEN
<br />CHIMNEY EXCEEDS 6'-0. IN HEIGHT
<br />~1/2. SHEA1111NG OR O.S.B.
<br />I.... -2.x4. SllJDS ~ 16. O,C. MAX.
<br />
<br />~
<br />
<br />
<br />~MPSON MTS12 @ EA. CORNER
<br />PRE-ENGINEERED
<br />WOOD mUSSES
<br />
<br />~REF AB CHIMNEY ASSEMBLY
<br />
<br />A
<br />
<br />~2.X4. @ 16. O.C. MAX.
<br />/2.X4. BLOCKING TYP.
<br />
<br />-
<br />
<br />~
<br />
<br />SECTION lA-AI
<br />SCALE: 3/4":1'-0'
<br />
<br />TYPICAL CI-iIMEY DET AILSI
<br />SCALE: N.T.S. \
<br />
<br />F \
<br />52 J
<br />
<br />I
<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 />~l.-'
<br />
<br />(2) 2 X 8 BEAM/"
<br />
<br />10d NAILS @ 6n
<br />A O.C. STAGGERED!
<br />TRANSOM--
<br />~I 0 MoM FRAMING
<br />~ ~ V\I V\I RFY ..
<br />
<br />'-- f- ~ ~ LpLYWOOD
<br />o { E \ (SHEA ll-iING
<br />f- \?V
<br />
<br />:8
<br />
<br />\.
<br />~_. \
<br />';~~L ~MAIN SPAN ROOF TRUS,
<br />= UPUFT CONNECTOR (SEE SCHEDULE)
<br />
<br />= MOISllJRE BARRIER
<br />E:.
<br />
<br />c
<br />
<br />~
<br />
<br />-=-
<br />
<br />E \
<br />52 I
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" AJ.F"
<br />PRECAST RECE~S
<br />LINTEL (FILLED)
<br />
<br />--
<br />
<br />t B
<br />
<br />\
<br />
<br />f-
<br />
<br />PLYWOOD
<br />SHEA THING
<br />
<br />NCHOR BOLTS @ 24n
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />MASONRY
<br />WALL BELOW-' I-- ^
<br />
<br />I
<br />
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRA VlTY CAP = 1262 Ibs)
<br />
<br />f-.
<br />
<br />,
<br />
<br />rSlMPSDN (C)
<br />I SP2 .
<br />
<br />. ,. 'j
<br />. .. .)
<br />
<br />L INTEL5 AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />-SIMPSON
<br />A35
<br />
<br />.-
<br />
<br />rDD\
<br />\!:V
<br />
<br />". ;::r - "^
<br />-~~.......,,,
<br />~..J.......' "
<br />~~ ,
<br />~ ,
<br />~ "
<br />'\~N~~
<br />TRANSOM FRAMING
<br />SEE SECTION AA/S1 AND
<br />BB/S1 FOR ADDIllONAL
<br />DETAILS 1
<br />
<br />-
<br />
<br />-
<br />
<br />NOT TO SCALE
<br />
<br />~
<br />'''-NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCON. __
<br />INTO BLOCK@ SPACING PER MANUFACTURE la
<br />1X4 P.T.
<br />1" DETAil
<br />1 /2" DRYWAL 1 X 4 F RRING
<br />DOOR JAMB W 1/4" X 2-1/t S.D.S.
<br />WOOD SCREWS INTO P.T. @ 1t O,C. "-_
<br />
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1X~
<br />~~~~G~C1x~-~S~~ I~Jg ~~.SONRY G X 8 P. .
<br />
<br />1 - 1 /2" 0 ETA I l
<br />
<br />~
<br />
<br />z
<br />~
<br />
<br />ROOF TRUSS
<br />{ABOVE
<br />(2:1.4 BLOCKING
<br />
<br />=
<br />..r
<br />...........
<br />~
<br />
<br />I-.
<br />:2 ~ ~SlMPSON DTC @
<br />,,- "'- EA. BLOCKING
<br />~.
<br />-r-'~"
<br />~2XS WALL
<br />~ ABOVE ENTRY
<br />~~ ~.O. BLOCK
<br />~~:W/(1) #5 CONT.
<br />1= & FILLED
<br />'- ANCHOR BOLT
<br />==
<br />
<br />t...
<br />@~ASONRY WALL
<br />
<br />SIMPSON
<br />A35
<br />
<br />-
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />~
<br />- "-10d NAILS @ 6"
<br />STAGGERED
<br />
<br />{
<br />
<br />V~SIMPSON
<br />A35
<br />IL
<br />
<br />.-SIMPSON SPl
<br />;-ANCHOR BOLTS @
<br />SIMPS~ . . _ / 24" O.C. MAX
<br />
<br />.:: I~:' ..J
<br />2X4 P.T.
<br />PLA TE
<br />
<br />I "- II
<br />J. .I. ~
<br />lXS P. T. BOTTO~ PLAIT
<br />
<br />~\
<br />I \
<br />LANCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />" <I,....,. " I....
<br /><I. 4:' " .......
<br />.~ \ 2xa P.T. BOTT+ P~
<br />fQ\ I \ I
<br />~ L~CHOR BOLTS @ 24. O.C. MAX. (MIN.
<br />(2) PER BOTTOM PLAIT)
<br />
<br />,
<br />
<br />RECESS
<br />rLlNTEL
<br />
<br />/
<br />ft '. <I.':'"
<br />,~:, ' <I,
<br />
<br />. ~
<br />
<br /><I
<br />4<1'
<br />
<br />lfi
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />-~
<br />
<br />"/.
<br />
<br />,
<br />
<br />~
<br />
<br />2 1 /4" 0 ET A I l
<br />
<br />c
<br />
<br />-SIMPSON
<br />A35
<br />
<br />r?IMPSON
<br />I SP2
<br />
<br />"L :!
<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..
<br />10d @ 12" O.C. 1 4
<br />
<br />... 'f
<br />2X2X8 P.T. WlTH 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 @ OvER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS { CC \
<br />NOT TO SCALE \.!:V
<br />
<br />;-:!tr-;.T~~.......~ "
<br />...~-" ~ "
<br />~~"
<br />'~",
<br />
<br />TRANSOM FRAMING \'~~ "-
<br />I.?SEE SEC1l0N AA/S1 AND '\~v
<br />BB/Sl FOR ADDITIONAL .\'
<br />DETAILS '~
<br />
<br />~
<br />
<br />.-SIMPSON SP1
<br />
<br />1\ NAILED INTO
<br />I LTRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />,...
<br />
<br />RECESS
<br />/LlNTEL
<br />
<br />/
<br />'~ /'
<br />
<br />Ij;IMPSON
<br />AJ5
<br />~
<br />
<br />!I
<br />
<br />,<I .
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK I
<br />wi 3/16n x 3 1/4. TAPCON
<br />( 1 1 14. MIN. EMBEDMENT INTO BLK.) i" MAX.
<br />
<br />--
<br />
<br />SOLID BLKG. AT TOP
<br />BTWt'l. ARCH BLKG. & BUCK ~
<br />I 'I
<br />
<br />A -.-. SECTION
<br />A-A
<br />2' A' 8'
<br />- / \ 1 t 3/16", 3" TAPeONS
<br />
<br />
<br />· ~ '\ V LEAVE A CUT OUT IN O.S.B.
<br />~ _ f--ON THE INSIDE TO ALLOW FOR
<br />INSULATION TO BE INSTALLED
<br />2 x a 45' DIAGONAL
<br />\.~ ..,~ Br~~c~T wEJ;.. (~~CrOd
<br />_, NAILS AT EA. tND
<br />1-1-
<br />
<br />
<br />~ PRO"DE TAPCON
<br />WITHIN 4n MIN.
<br />OF BRACE
<br />
<br />1 X 4 FURRING/ ~
<br />BLOCK HEADE~ I:><
<br />
<br />;if ~~ AT an O.C.
<br />
<br />I
<br />
<br />(4) 10d NAILS INTO
<br />/ 2 x B BRACEI BLKG.
<br />1/2" DRYWALL:
<br />
<br />2 x a 45' DIAGONAL "'" ------- \..- 7/16" OSB
<br />BRACE(S) --.. ARCH PANEL
<br />>-
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />-
<br />--....
<br />
<br />~. (4) 10d NAlLS INTO
<br />2 x 8 BRACEI BLKG.
<br />
<br />
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
<br />BlWN. OS8 ARCH FACES W (4) 10d NAlLS
<br />THRU OSS INTO 2 x a
<br />
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT wi 8d NAILS
<br />
<br />/
<br />/
<br />:/
<br />
<br />INSTALL WOW. 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 />\::V'
<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 />BLOCK HEADER-[\.
<br />1 X 4 FURRING "-.. "-
<br />
<br />8d NAILS @ 8. O.C. AT BUCK--......... ~
<br />
<br />PROVIDE 2 x B DIAG. BRACE ~
<br />BlWN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24" ~
<br />
<br />2 x B VERT.~
<br />BRACE(S) \ ~
<br />
<br />~ \ 7/16. OSB
<br />BUILT UP PlWD. BUCK '- _ -..LARCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO '-
<br />FIT ARCH CONNECT wi 8d NAILS /
<br />/
<br />/
<br />
<br />o
<br />
<br />.-SIMPSON
<br />A35
<br />...........--10d NAILS @ 4"
<br />I~ ~ STAGGERED
<br />
<br />'..r
<br />J
<br />b
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES Wl111 8d COMMON
<br />WIRE NAILS @ 4. O/C BOUNDARIES
<br />6. O/C EDGES & a. O/C FIELD
<br />/
<br />
<br />:{ . ~ON A35
<br />
<br />C" :J,-GIRDER TRUSS
<br />
<br />NOTCH LINTEL 'M1ERE REQUIRED
<br />FOR CONCRETE PLACEMENT
<br />" ,.J, ,'~ ',' ~. ,~" ,'T' .
<br />
<br />~~Om-~T BLOCKl
<br />'"I., :;J..:~r
<br />
<br />/
<br />Y'~I.'
<br />
<br />-
<br />-,= 1-2'x BUILT-UP COLUMN
<br />....--
<br />
<br />SIMPSON
<br />HTT16 TYP. ~
<br />
<br />
<br />5/8"0 THRU ~~ !'2X TOP PLATE
<br />
<br />- :::.. -
<br />BOLT -::::
<br />
<br />. .. . : t. :
<br />
<br />STD. 90' HOOK
<br />r
<br />FILL CELL,\ BOND BEAM
<br />\ CONT #5 B~R 1
<br />\' '.1 I
<br />~ +- ~
<br />~ :-1 II
<br />STD. 90' : ,.., I
<br />HOOK", :,1
<br />
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />
<br />I'~ :..;,s"" ....... '" "
<br />..., . ,"', :. "'~. .
<br />
<br />.. . -' '" ~ ':', ..,: '.. "'..': '-: ," ]
<br />.. ." . ,,4, ....' .' '". :',..~ ," '" { : WI .
<br />
<br />
<br />STD. 90. HOOK} ., I
<br />
<br />PRECAST LINTEL wi (1) #5 CONT.
<br />IN OPENINGS GREATER THAN 6'_0" WIDE
<br />
<br />ill, .....
<br />
<br />o 0
<br />o 0
<br />
<br />: 0: 0 ~8-16d NAILS
<br />
<br />o 00 ~
<br />o 0
<br />
<br />o 0 5/8n~x8""l BOLT OR
<br />5/8"!/) HIUl KIMK BOLT II
<br />, ~~WI MIN. B" EMBEDMENT
<br />
<br />
<br />
<br />
<br />
<br />~.. .....~.I-
<br />~, I
<br />~'rVi: ~,.
<br />\~ ~:':f'
<br />
<br />I
<br />
<br />I ~
<br />
<br />CONT. #5
<br />BARI
<br />
<br />I
<br />
<br />I
<br />. ~I
<br />.r '
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I .
<br />I
<br />1
<br />
<br />'<1
<br />
<br />SIMPSON HTT16 J
<br />TYP.
<br />
<br />i'-- 2 X B.U,C
<br />
<br />I
<br />I
<br />
<br />I I' ......-FILLED CELL wi (1) #5 YERllCAL~
<br />.........- SEE FDN. PLAN FOR LOCA TlONII
<br />
<br />".. ....
<br />:"t
<br />p III
<br />,. .::J
<br />
<br />1
<br />
<br />1
<br />
<br />1 \1 I
<br />#fo 1B~JE~~0~0~8U~~tJION
<br />
<br />~
<br />I
<br />
<br />OPENING
<br />
<br />I
<br />
<br />II
<br />
<br />...
<br />T'YPICAL I-iTTlb TO ~
<br />BUILT -UP COLUMN DET AIL{ R ,
<br />, 52.J
<br />
<br />~
<br />
<br />
<br />~ (1) SIMPSON LSTA14
<br />~ ........... @ 24. OIC STAGGERED (TYP.)
<br />~ .' .....-r-- SEE FLOOR PLAN NOTES
<br />~.~'--...../'" \ FOR REQUIRED CONNECllON
<br />~'~ /'-... 2-ROWS 16d NAILS STAGGERED @
<br />...... './'~. / ..........16. olc EACH FACE OR 3-~0~
<br />~ .. ~6d N'A:ILS STAGGERED@16 0 C
<br />16d NAILS @ ~ ,r ~ . ~ FOR 2"x10" OR GREATER HEAD R
<br />16. OIC TYP. '" ~~ \ ~...............
<br />EACH PLY ~ ~
<br />
<br />
<br />. (1\ \: \ \..... DOUBLE HEADER W/1/2.
<br />~ FLITCH PLATE U.N.O.
<br />
<br />
<br />1\ _~61)j#E~Nf'A~~N9oAS
<br />HEADER wi (2) 16d @ 16" OIC
<br />UNLESS NOTED OTHERWISE
<br />
<br />NOTES:
<br />CD FILL UNTEL AND ALL CELLS ABOVE LINTEL. Q) SEE FLOOR PLAN FOR ADDlTlONAL INFORMATION.
<br />@ VERIFY THAT ALL REINFORCEMENT (1) OPENINGS LESS TI1AN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. IN IMDTI1 DO NOT REQUIRE ADDlTlONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />SIMPSON STRONG ~
<br />TIE HTT1~ { N ,
<br />, 52 J
<br />&GALE: N. T.&. ./
<br />
<br />~
<br />
<br />BOND BEAM STEP DETAIL, H \
<br />SCALE: N.T.S. , 52 J
<br />
<br />TYPICAL FILLED ~
<br />LINTEL ASSEMBL Y{ G \
<br />
<br />SCALE: N.T.S. \ 52.J
<br />
<br />-=-
<br />
<br />---
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS \
<br />A
<br />
<br />/~~I 1/4" MIN. SPACE
<br />2x TOP PLA TE.-/
<br />OTE: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />~ CAN BE USED IN LIEU OF SIMPSON
<br />--/ _ STC STRAP
<br />-./ V 7 2x STUD @ 24" O.C. MAX.
<br />
<br />/ /1iROVlDE HILTI X-CF NAILS OR
<br />EQUAL @ 12" O.C. STAGGERED
<br />FROM BOT. PLA 11 TO CONCRE11
<br />
<br />2x P.T. PLATE--.......... /.~X6 W1.4XW1.4 ~
<br />-............ J OR FIBERMESH
<br />, ~ I
<br />.k....~ .:..... '-'- ~ - -d- ~ ~ ~~ L --.:.. ~...:..... -j.-,- -t
<br />l~ . ." '. '....
<br />
<br />r:TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24n O.C. MAX)
<br />,
<br />
<br />7 5~ sn 7 5/~ s" 7 5/~"" s"
<br />
<br />-- TI -- ~-:r:"EAS--- 0+- c-------g-:~SOUD AREAS
<br />
<br />=0 ,- ARE STEEL AND 0 = I- ARE STEEL AND
<br />/ GROUT [J / GROUT
<br />INTERIOR WALL fJ' ,- SAW CUT TO 10 1/2. = rSAW CUT TO 10 1/2" . (f- FULL 8x8x16 BLOCK
<br />\ ~ I ~J r.;;t
<br />
<br />1.. - - ~ ~ - -DOOR OPENING- -IU, tI}+- -DOOR OPENING - - alllt -DOOR OPENING-~
<br />
<br />I ~ \ FILL THIS CAVITY WITH ~ 1\ FILL THIS CAVITY WITH [~I \ FILL THIS CAVITY Wlll1
<br />EXTERIOR WALilll L GROUT FROM FlNISHED ! \-.- GROUT FROM FINISHED \.- GROUT FROM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO f8J FLOOR GRADE TO
<br />LINTEL ABOVE, LINTEL ABOVE. UNTEL ABOVE.
<br />__0 ________fi___+___ 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 THE
<br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />(1) 2.x4. CRIPPLE FOR
<br />OPENINGS 6'-0. OR
<br />LESS & (2) 2. X 4.
<br />C~IPPLE "'OR OPENING
<br />6 -0. OR GREATER
<br />~
<br />
<br />~L
<br />
<br />/2-X4. S11JDS TYP.
<br />
<br />o,o~OOIi'
<br />· UPLIFT CONNECllONS-V/,yQ
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />tEE PLAN FOR REQUIRED
<br />CONNECllONS
<br />
<br />
<br />'" ~ BOT. PLA"IE
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL I-4EADER DETAIL (Q'
<br />
<br />SCALE: N.T.S, \.. 52 I
<br />
<br />--=--
<br />
<br />TYPICAL fNTER10R NON-BEARING WALL DET AILI J \
<br />SCALE: N.lS. \ 52 I
<br />
<br />MASONRY LA your
<br />SCALE: N.T.S.
<br />
<br />, D \
<br />\!:V
<br />
<br />~
<br />
<br />I REFER TO PAGE SDW1 FOR ADDITlONAL INFORMATION.
<br />
<br />WlDTI1 OF OPENING VARIES
<br />
<br />1/2nX9 1/2. Pl YWOO
<br />SCRAP MATERIAL
<br />
<br />" FO!~M CONCRETE INSET TO
<br />lA.' r / CREATE A SOUD BASE FOR BLOCK
<br />!I WALL ABOVE
<br />
<br />IREFER TO PAGE SDW2 FOR
<br />IADDITIONAL INFORMATION BY MANUFACTURER. ~
<br />
<br />T'YPICAL SECTION THRU WINDOW ( E3 "
<br />
<br />SCALE: N.T.S. ~r
<br />
<br />--.J
<br />--.J
<br /><:
<br />. a::
<br />:::'5!
<br />o
<br />\'--FORM CREATES CONCRETE RECESS TO
<br />RECEIVE GARAGE DOOR AND TO ALLOW
<br />FOR WATER SHED.
<br />2x4 (NOM) KEEP STlFFENER BACK FROM SIDES ENOUGH
<br />, TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />
<br />T"r'PICAL GARAGE DOOR
<br />TRACK MOUNTING PET AIL
<br />&GALE: N.T.S.
<br />
<br />rK\
<br />\!:V
<br />
<br />GARAGE DOOR
<br />
<br />\
<br />RACK MOUNTlNG BRACKET
<br />
<br />-SIMPSON SIMPSON l
<br />A35 SP2
<br />::: 1:
<br />
<br />2X4 STUDS @ 24n a.c. l'-1
<br />')' 0"
<br />A A
<br />A A Y Y
<br />1 /2" ~NCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECTIOj
<br />
<br />};
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />"'\
<br />\
<br />~
<br />~~ I ~ ~ ~
<br />
<br />~~ . t, . .. '.' ',' ," "","
<br />/.... .:"'.. :-~~.. ~. .. "~'" ~ .. .': ''''.. :.~. ....... ~~ ,';.. ::, -,:: ~.~
<br />
<br />POURED CONCRETE BASE FOR l
<br />~~~~~ ~~kLGA~~8~s5bgR -l BOTTOM "OF MOUNTlNG BASE
<br />AND WATER SHED FORWARD TO BE 2 ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />2x6 MOUNTING BASE
<br />~'B'16 C.M.U.
<br />
<br /><>,:':r GARAGE FLOOR
<br />
<br />GARAGE D08R ROLLER
<br />CONNECTl N ASSEMBLY
<br />
<br />TRtt~kG~rw86WN OF
<br />
<br />(TI1IS IS A RECOMENDATlON FOR CONSTRUCTlON OF n.ns FORM. ANY
<br />MATERIAL OR CONSTRUCTION ME1110D MAY BE USED PROVIDED END
<br />PRODUCT MEETS TI1E SHAPE AND DIMENSIONS OF TI1IS DRAWlNG.)
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />! !
<br />
<br />l~
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />~
<br />
<br />/
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />MOUNTING BASE SHOWN
<br />IN POSITION
<br />
<br />I
<br />
<br />II
<br />
<br />_?X4 P. T.
<br />/;: PLATE
<br />...~
<br />
<br />TRANSOM OPENING
<br />
<br />~
<br />
<br />,
<br />,
<br />
<br />\ I U
<br />LSIMPSON, A35
<br />
<br />I
<br />
<br />PARTIAL INTERIOR ELEvATION
<br />SCALE: N.T.S.
<br />
<br />I
<br />
<br />7'-4" A.F.~.
<br />PRECASJ REC~\SS
<br />LINTEL \ FILLED )
<br />#5 REB AR.....
<br />--....,
<br />DOOR OPENING
<br />
<br />MOUNTING BA6E DETAIL
<br />SCALE: N.T.S.
<br />o SAMUEL A. GRl:ENBERG, P E. t:3424&
<br />D Tl-lUY l-l. l-lUYNl-l, P.E. #60122
<br />o IRWIN J. BENSON, P.E. .4~lS8
<br />o ALl ABBAS l-lAKIM, P.E. liSb18b
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />. . . .
<br />. ~:..'>::.. ',~ ,._~;."
<br />
<br />I
<br />
<br />I
<br />
<br />.,' ',' .:..'
<br />, . ',.: ..;. .
<br />
<br />/
<br />SEA T FOR BLOCK IS .........
<br />POURED IN PLACE CONCRETE~ ,
<br />GARAGE FLOOR SLAB \
<br />~~~~~~AtHNOTES
<br />SLOPE FORWARD
<br />FOR DRAINAGE c. .....
<br />
<br />
<br />
<br />~u~~..", ·
<br />DIMENSIONS
<br />
<br />o
<br />
<br />FRAMING DETAILS ~
<br />ABovE ENTRY I FF ,
<br />NOT TO SCALE ~
<br />
<br />I I
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRAN50M
<br />
<br />.'
<br />
<br />NOT TO SCALE
<br />
<br />r&\
<br />\!V
<br />
<br />TO THE SE5T OF Tf-tE ENGINEER'5 KNOUJLEDGE Ar>.IO BELIEF, Tf-tE
<br />&TRUCTURAL PLAN& AND 5PECIFICATION& COMPLY WITI-I TI-IE
<br />FLORIDA 6UILDING CODE, OECTION l~~~ FOR 12~ MPI-I3 5ECOND
<br />GUOT, EXP05URE '6' UJIND ZONE (2001 EDITION),
<br />TI-I15 DRAWING AND DE51GN 15 VALID FOR 12 MONTI-I5 AFTER TI-IE
<br />DATE IT 15 51GNED AND OEALED.
<br />SiGNED AND 6EALED FOR TI-IE 5TRUCTURAL PORTION OF TI-IIS
<br />DRAWING ONL Y.
<br />
<br />2 x B BUCK - CONNECT TO BLOCK WITH SECTION
<br />,.--3/16. x 3 1/4n TAPCON (1 1/4n MIN. EMBEDMENT INTO BLK')I~ -- B-B
<br />rl" MAX. 2'-0' 8'
<br />-r4 ~ ~ t
<br />SOLID BLKG. AT TOP '1 \'" l
<br />BlWN. ARCH BLKG. & BUCK I ~ '" 1
<br />I I
<br />
<br />
<br />: - TAPCON AT EA. SIDE
<br />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 - ~~ r
<br />
<br />
<br />
<br />"'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) ~
<br />BlWN. OSB ARCH FACES wi (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />GARAGE ENTRY FINISI-4ED r-
<br />MASONR'Y DETAIL f P \
<br />SCALE: N.T.S. \&
<br />
<br />2 x B VERT. WI (2) 10d
<br />NAILS AT EA. END
<br />
<br />r
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA.
<br />
<br />P.o. eox 3400 - APOLLO 6EACH - FLORIDA - 33&12
<br />R-IONE - (&13) 645 12'>166 FAX - (&13) 645 9b~
<br />E6 At:.t""" tf\THESE DRA'MNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND THE
<br />~ ~ ~CUENT ON THIS PRO.ECT. ANY REPROOUCTlON OR UNAUTHORIZED USE IS PROHIBllED, - 2003
<br />
<br />"
<br />
<br />ill REVISED 08-15-03
<br />ill CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />&EAL."\ eCAJ..E NOTED
<br />DATE 12/12/02
<br />
<br />LENNAR ~OME5
<br />
<br />&TART C4= ARC
<br />4' MAX RAI),
<br />
<br />DRAUN B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />TAMPA DIYI61~
<br />
<br />I
<br />
<br />EQUAL
<br />
<br />~
<br />\!V
<br />
<br />EQUAL
<br />
<br />J
<br />1
<br />
<br />ARCH DETAil
<br />NOT TO 5cALE
<br />
<br />5ECTION5, DET AIL5, NOTE5
<br />
<br />~
<br />
<br />../
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />62
<br />
<br />"-
<br />
|