|
<br />RE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />PUFT CONNECTOR (SEE SCHEDULE)
<br />t/'OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />7/S" Sl1JCCO FINISH PER ASru C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S"
<br />OVER METAL LATH. FIRST 2 ~AYERS 3/S"
<br />THICK EACH. 3RD LAYER 1;S THICK.
<br />
<br />...~\...... Ii ~ {'CRICKET AS REQUIRED
<br />...~... t/~
<br />
<br />/rl~
<br />
<br />SIMPSON SP2@EA'SfDJ// / ~
<br />
<br />1 2" EXTERIOR GRADE SHEA TIiING
<br />Vt:.STENED TO TRUSSES WlTIi 8d COMMON W~
<br />WIRE NAILS @ 4" o/e BOUNDARIES ~~ ~
<br />6" O/C EDGES & a" O/C FIELD ...:........
<br />... .......
<br />'"
<br />
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />/
<br />/
<br />
<br />11 =
<br />v
<br />KNEEWALL ABOVE MASONRY WALL DETAIL 4
<br />SCALE: N.T.S. ,
<br />
<br />~NT OR 2ND FLOOR
<br />" \; :::::
<br />
<br />1/2" MINIMUM CEMENT ~NISH - Q - WICAL C.M.U. WAU
<br />
<br />~= :'
<br />STANDARD 3" DlA. TEE ~ _
<br />mREADED 3" DIA. EXTENSION ~ "\ ==
<br />
<br />FO/!cml~MJfoorAP (3" DIA.) ~ -
<br />
<br />- ~3/4" FURRING STRIPS
<br />
<br />-
<br />
<br />= ___1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ S" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />-
<br />
<br />-
<br />
<br />-
<br />
<br />r--
<br />
<br />;c
<br />
<br />-
<br />
<br />-
<br />
<br />1/
<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 />
<br />-
<br />
<br />- - TO DRAIN
<br />~I~~
<br />- '\ ~ ~
<br />WALL CLEAN-OUT r A \
<br />SCALE: N.T.S. ~
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />"~
<br />
<br />.......
<br />,,,,,,-
<br />
<br />...
<br />
<br />~A;
<br />
<br />",
<br />
<br />~
<br />
<br />:--.............. .
<br />~
<br />~
<br />~OTTOM SPLICE
<br />OVER STUD
<br />
<br />10d @ 8" OIC
<br />
<br />,/
<br />
<br />v
<br />
<br />NOTE:
<br />PLA TE LENGTHS MUST BE ,/
<br />AT LEAST 8'-0" LONG. TYPICAL ~
<br />TOP PLATE SPLICE DETAIL( M '\
<br />SCALE: N.T.S. ~'
<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 />:J:
<br />
<br />~
<br />.a
<br />
<br />.:.0:
<br />co
<br />CI)
<br />-g
<br />o
<br />-
<br />='
<br /><
<br />
<br />~ r--(2) 2, HEADER
<br />
<br />...
<br />o
<br />-
<br />
<br />~
<br />
<br />-.
<br />
<br />VARIES
<br />
<br />2x BOTTOM PLATE W/ (1) 10d X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />,~
<br />
<br />2 X 6 (MIN) FRAME
<br />WALL HEADER DETAIL
<br />
<br />.
<br />co
<br />CI)
<br />(,)
<br />>
<br />CI)
<br />-g
<br />CY
<br />-
<br />~
<br />~
<br />I
<br />a-
<br />x
<br />-g
<br />...
<br />ClCI
<br />.:.0:
<br />(,)
<br />ClCI
<br />a-
<br />,
<br />-
<br />-
<br />CI)
<br />,.
<br />CI)
<br />:J:
<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 />
<br />~(2) 2x HEADER WI ~"
<br />2 X 4 FRAME - - PLYwoOD FUTCH
<br />WALL HEADER DETAIL
<br />
<br />cD
<br />cD
<br />co
<br />
<br />-
<br />CI)
<br />'"?
<br />C
<br />C1I
<br />
<br />WALL HEADER DETAILS
<br />
<br />i
<br />\
<br />
<br />1 \
<br />52 D
<br />
<br />SCALE: N.T.S.
<br />
<br /><lC)
<br />CI)
<br />o
<br />a-
<br />::J::
<br />
<br />-=-
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />/~
<br />
<br />>-
<br />~<
<br />zZ
<br /><-
<br />~~~~
<br />~ Cl
<br />. wI- <
<br /><=r 0~ ~ GAL V. MET A~\L
<br />r.-: s:a. b n.ASHIN
<br />. I
<br />b!:::!b .......
<br />I~-
<br />~~< ~ ~
<br />~~
<br />CRICKET-1
<br />
<br />V_GAL V. M11. FLASHING
<br />~ ~TRUSS TOP CHORD
<br />~
<br />
<br />f- --
<br />f-
<br />
<br />-- -
<br />
<br />SECTION "A-A"
<br />SCALE: 3/4':1'-12)'
<br />
<br />PSON MTS12 @ EA. CORNER
<br />OUBLE 2"x4" BLOCKING
<br />
<br />/:SIMPSON HUSC48 CONCEALED FLANGE
<br />HANGER W/ (6) lad INTO BEAM &
<br />(6) 3/16" X 1 3/4" TAPCONS
<br />
<br />I
<br />
<br />~
<br />I
<br />
<br />A
<br />
<br />(2) 2 X 8 BEAM~
<br />
<br />--=-
<br />
<br />E\
<br />52 1
<br />
<br />I
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" AJ.F.,
<br />PRECAST RECE~S
<br />LINTEL (FillED)
<br />
<br />--
<br />
<br />I
<br />
<br />II
<br />
<br />-
<br />
<br />#5 REBA~
<br />DOOR OPENING
<br />
<br />MASONRY
<br />WALL BELOW-o _
<br />-
<br />
<br />I
<br />
<br />I
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRAVITY CAP = 1262 Ibs)
<br />
<br />-
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />~
<br />~
<br />
<br />.. ;::r - '^
<br />==-~:;J' ....... " "
<br />~.J'" "
<br />~~ "
<br />~ "
<br />~ "
<br />~~N~~
<br />TRANSOM FRAMING ~
<br />SEE SECllON AA/S1 AND
<br />B8/S1 FOR ADDIllONAL
<br />DETAILS 1
<br />
<br />NOT TO SCALE
<br />
<br />DOOR JAMB
<br />3-1/f LONG x 3/16"~ TAPCO~ '
<br />INTO BLOCK@ SPACING PER MA~UFACTURE~
<br />lX4 P.T.
<br />
<br />...
<br />
<br />1" D ETA I L
<br />1/2" DRYWAL 1 X 4 F RRING
<br />DOOR JAMB W 1/4" X 2-1/2" S.O.S.
<br />WOOD SCREWS INTO P.T. @ 12" O.C. ~
<br />
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1 X't
<br />@ 16" O.C. 2-ROWS INTO MASONRY . .
<br />THROUGH 1x4 P.T. & 1x8 P.T. L:l X 8 P. .
<br />1 - 1 /2" D ETA I L
<br />
<br />,
<br />
<br />RECESS
<br />rLiNTEL
<br />
<br />/'
<br />
<br />/. . ." 4... 4.
<br />
<br />3/16" x 3 -1/2" TAPCON
<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 />"-2 X 8 P. T.
<br />
<br />1/2" DRYWALL 1 X4 TRRING
<br />
<br />
<br />~Jj
<br />1 X 4= nil
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED JL2X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY lX8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />-~
<br />
<br />..J
<br />
<br />,
<br />
<br />2 1 /4" D ET AI L
<br />
<br />DOOR JAMB W 1/4" X 3" S.D.S.
<br />
<br />:.. -1J. _ .1 - "^
<br />==----':Ili":as..~~....... " "
<br />...~-" ~ "
<br />.~~'"
<br />~~""
<br />
<br />TRANSOM FRAMING ~~,
<br />I?SEE SECllON AA/S1 AND ~ {-
<br />BB/S1 FOR ADDIllONAL ~
<br />DETAILS
<br />~
<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,O.S. 12" O.C. __
<br />lad @ 12" O.C. 1 ~
<br />-VI
<br />2X2X8 P.T. Vv1TH 3/16"~ X 3" LONG TAPCONS L
<br />STAGGERED @ 16" a.c. 2-ROWS INTO MASONRY 2X8
<br />3-1 /4" DETAIL
<br />BUILDOUT ~ ovER SIZE DOOR~
<br />WINDOW ROUG~ OPENINGS f CC \
<br />NOT TO SCALE ~
<br />
<br />RECESS
<br />/L1NTEL
<br />
<br />/
<br />.~ /.
<br />
<br />'. 4 ...., ~.' 4:'
<br />
<br />;<I
<br />
<br />.<1 .
<br />
<br />0\r
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />W/ 3/16" x 3 1/4u TAPCON
<br />( 1 1/4" MIN. EMBEDMENT INTO BlK.)
<br />
<br />i" MAX. SOLID BLKG. AT TOP
<br />- - BliNN. ARCH BLKG. & BUCK I...
<br />'I
<br />-, ,
<br />
<br />,
<br />I
<br />
<br />1 X 4 FURRING/ /;
<br />
<br />;if ~~ AT 8" O.C.
<br />
<br />.P<
<br />
<br />BLOCK HEADER
<br />
<br />(4) 10d NAilS INTO
<br />/ 2 x B BRACE/ BLKG.
<br />1/2u DRYVVAlL
<br />
<br />2 x 8 4S 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 />.~ (4) 10d NAILS INTO
<br />2 x B BRACE/ BLKG.
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
<br />BliNN. 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 />/
<br />
<br />'I
<br />
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />ARC~ DETAIL
<br />NOT TO SCALE
<br />
<br />fi:A\
<br />\!:V
<br />
<br />PROVIDE TAPCON PER WOW. INSTALLATION
<br />DETAilS OR THRU 1-1/2u THK. OR MORE BUCr
<br />WITHIN 6u MIN. OF START OF ARCH
<br />
<br />~6" MAX.
<br />
<br />ATTACH BLOCKING J
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />SLOPl
<br />
<br />>5 /t
<br />~ ~CKEL
<br />~~, I
<br />~Y:Y "t
<br />
<br />;::::--:::::-.
<br />{ \v
<br />\, ))
<br />,.:;;..-'
<br />
<br />,....---
<br />
<br />
<br />~MPSON MTS12 @ EA. CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />---=-
<br />~REF A8 CHIMNEY ASSEMBLY
<br />
<br />-0
<br />
<br />=
<br />
<br />~2"X4" @ 16u O.C. MAX.
<br />/2uX4u BLOCKING TYP.
<br />
<br />-
<br />
<br />~
<br />
<br />TYPICAL C~IMEY DETAILSI F '\
<br />SCALE: N.T.S. \ 52 I
<br />
<br />c
<br />
<br />t B
<br />
<br />:Z
<br />~
<br />
<br />ROOF TRUSS
<br />(ABOVE
<br />r2X4 BLOCKING
<br />
<br />
<br />I
<br />2~ ~SIMPSON DTC @
<br />!\ :....: "" EA. BLOCKING
<br />!\'
<br />~
<br />~2XS WALL
<br />m ABOVE ENTRY
<br />K.O. BLOCK
<br />,: ~~~ iW/(1) #5 CONT.
<br />'" ""- & FILLED
<br />
<br />1= =1= ANCHOR SOl T
<br />
<br />2X4 PT SruDS @ 16" O.C. OR (1)2X4PT SruD ~
<br />@ 24" O,C. UNDER COMMON TRUSS W/ (2) 2X4 ",/ -- I..
<br />PT Sl1JDS UNDER HIP CARIER/GIRDER TRUSV ~ _ ~ \
<br />
<br />/= .; ~~l "--MAIN SPAN ROOF TRUS
<br />-J - UPUFT CONNECTOR (SEE SCHEDULE)
<br />SIMPSON MET A20 @ EA. SruD / -If _
<br />~ =: MOISruRE BARRIER
<br />=
<br />aUXa"X16" K.O. BLOCK W/ 1 #5 CONT~. ~
<br />AND FlLLED W / 2500 PSI GROUT --
<br />= =
<br />1 Ii5 VERT. IN CONC. FILLED CELL :::::
<br />W/ SID. 90' HOOK IN K.O. BLOCK -
<br />-=
<br />
<br />10d NAILS @ 6"
<br />A O.C. STAGGEREj
<br />TR AN SOIvl-
<br />rwoM I 0 0 M FRAMING
<br />-;~ ~ BEYON~. .
<br />
<br />-- - ~ ,=. LpLYWOOD
<br />o { E \ tSHEA THING
<br />- \31
<br />~
<br />
<br />PLYWOOD
<br />SHEA THING
<br />
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLATE)
<br />
<br />.
<br />~
<br />~
<br />
<br />I"'l
<br />~ ~ASONRY WALL
<br />
<br />
<br />
<br />:>MPSON (C)-SIMPSON
<br />ISP2 l A35
<br />
<br />'f' '\ . . ><
<br />'" ')
<br />
<br />-SIMPSON
<br />A35
<br />
<br />~
<br />ILNAILED INTO
<br />TRAN SOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />c
<br />
<br />-SIMPSON
<br />A35
<br />
<br />r?IMPSON
<br />I SP2
<br />, t' .1
<br />, .. .J
<br />
<br />IL~AILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />,-SIMPSON SP1
<br />
<br />V;IMPSON
<br />A35
<br />~.
<br />
<br />~
<br />
<br />2X4 TOP
<br />PLA TE
<br />OVERLAPPING
<br />
<br />-
<br />
<br />"'"
<br />- ~10d NAILS @ 6"
<br />STAGGERED
<br />
<br />i
<br />
<br />o
<br />
<br />rSIMPSON
<br />I A35
<br />tNII 10d NAILS @ 4"
<br />rIDl STAGGERED
<br />
<br />.
<br />-.:j-
<br />I
<br />'b
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES 'MTIi ad COMMON
<br />WIRE NAILS @ 4" O/C BOUNDARIES
<br />6" O/C EDGES & a" o/c FIELD
<br />/
<br />
<br />SIMPSON A35
<br />:s'/
<br />
<br />.1
<br />IS I "-
<br />
<br />\ 2xa P.T. BOTT+ P~
<br />
<br />I \ I I
<br />L~NCHOR BOLTS @ 24- O,C. MAX. (MIN.
<br />(2) PER BOTTOM PLAIT)
<br />
<br />~ PRO"DE TAPCON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />/
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />!; .~ "~'4: :...:"~' :~:, :......:...~.:.. ..:.'.>:... :" .'1
<br />
<br />I I' . I STD. 90. HOOK} . I I
<br />
<br />I I .'. [PRECAST LINTEL WI (1) #5 CaNT. . .' I I
<br />IN OPENINGS GREATER TI-iAN 6'-0" WIDE
<br />
<br />I I'. '.1 I
<br />OPENING
<br />I ~ I
<br />II
<br />
<br />I I I ../"""FILLED CELL WI (1) #5 VERTlCAL~ I I
<br />V SEE FDN. PLAN FOR lOCA TlON
<br />NOTES:
<br />CD FILL LINTEL AND ALL CELLS ABOVE LiNTEL Q) SEE FLOOR PLAN FOR ADDIllONAL INFORMA 1l0N.
<br />@ VERIFY mAT ALL REINFORCEMENT (1) OPENINGS LESS mAN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. IN WlDm DO NOT REQUIRE ADDIllONAL STEEL
<br />REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
<br />
<br />~ ~IRDER TRUSS
<br />SIMPSON -rr-D~
<br />HTT16 TYP. ~
<br />
<br />
<br />5/8"0 THRU ~ :-
<br />BOLT ~ --A
<br />-
<br />
<br />/2X TOP PLATE
<br />
<br />-
<br />
<br />SIMPSON HTT16 j
<br />TYP.
<br />
<br />"'- 2 X B.U.C
<br />
<br />\
<br />TYPICAL ~TTI6 TO ~
<br />BUILT -UP COLUMN DET AIL{ R ,
<br />\!:V
<br />
<br />~ (1) SIMPSON LSTA14
<br />~ @ 24" OIC STAGGERED (TYP.)
<br />~ SEE FLOOR PLAN NOlES
<br />~.,~ ~ FOR REQUIRED CONNECTION
<br />l:J ~. ~ 2-ROWS 16d NAILS STAGGERED@
<br />~ " 16" olc EACH FACE OR 3-~0~
<br />'. ~6d NAILS STAGGERED@16 0 C
<br />16d NAILS @ ~ ~ ~ . ~FOR 2ux10u OR GREAlER HEAD R
<br />16" OIC TYP. ~~. '-~~~
<br />EACH PLY ~ '-.Jr
<br />
<br />~ \\
<br />\ '- DOUBLE HEADER WI 1/2U
<br />flITCH PLATE U.N.O.
<br />
<br />(1) 2.x4u CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (2) 2u x 4"
<br />C~IPPLE FOR OPENING
<br />6 -0" OR GREATER
<br />~
<br />
<br />, (1~
<br />\gJ
<br />
<br />\
<br />~~6lSj~E~Nf'A~~N90AS
<br />HEADER wi (2) 16d @ 16" OIC
<br />UNLESS NOTtO O",ERWlSE
<br />
<br />~~
<br />
<br />/2"X4" STUDS TYP.
<br />
<br />r[EE PLAN FOR REQUIRED
<br />/ CONNEC"ONS
<br />
<br />
<br />P.T. BOT. PLAlE
<br />
<br />D
<br />O.o~ OOfj)
<br />
<br />* UPUFT CONNECTIONStY,tIvQ
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />~~
<br />
<br />LOAD BEARING/EXTERIOR
<br />WALL ~EADER DETAIL
<br />SCALE: N.T.S.
<br />
<br />--=--
<br />
<br />, Q '\
<br />\!:V
<br />
<br />KWN10C1K-2~T BLOCK, NOTCH LINTEL WHERE REQUIRED
<br />t'1) ~ , FOR CONCRETE PLACEMENT
<br />',~ 1:',...:. ;,. ~ .,.... ':.-.. t., ,",,'" ........ .'; ... ~~...,;" . ;[ . 4 ..
<br />
<br />/
<br />'0;:' ~I .~
<br />
<br />-
<br />-r -2"x BUILT-UP COLUMN
<br />..----
<br />. .
<br />. .
<br />
<br />STD. 90' HOOK
<br />T"
<br />BOND BEAM
<br />CONT #5 BfR 1
<br />II
<br />
<br />.:. 18-16d NAILS
<br />.. /'"
<br />o oo~
<br />. .
<br />.. 5/S"0XS"" l BOLT OR
<br />5/S"0 HILll K\MK BOLT II
<br />
<br />
<br />
<br />
<br />
<br />
<br />~II
<br />~<!'0?i: ;~, ,-
<br />\Ji ~~[f'
<br />
<br />FILL CELl\
<br />\
<br />
<br />CONT. #5 i
<br />BARI
<br />
<br />H-
<br />,.. ... II
<br />II
<br />
<br />I
<br />
<br />STD. 90' ...
<br />HOOK~ : ...
<br />
<br />...
<br />."t
<br />.....,1
<br />
<br />II
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />
<br />..y I
<br />#(0 ~~JE~~O&0~8u~~tMION
<br />
<br />51MP50N STRONG
<br />TIE ~TT1~ I
<br />,
<br />SCALE: N.T.S.
<br />
<br />N ,
<br />52 B
<br />
<br />..==-.
<br />
<br />TYPICAL FILLED ~
<br />LINTEL ASSEMBL Y{ G \
<br />
<br />SCALE: N.T.S. ~ 52 6
<br />
<br />-=-
<br />
<br />--====-
<br />
<br />BOND BEAM STEP DETAIL I H \
<br />
<br />\!IV
<br />
<br />~
<br />
<br />SCALE: N.T.S.
<br />
<br />SIMPSON STC W/
<br />3-8d COMMON NAILS \
<br />
<br />fiTRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />
<br />,
<br />
<br />7 5~ s" 7 5/~ s" ~ 8"
<br />
<br />-- TI -- -.:r:.EAS--- D - _____~5/B~ -SOUO AREAS
<br />
<br />
<br />=0 - ARE STEEL AND 0 = - ARE STEEL AND
<br />/ GROUT 0 / GROUT
<br />IN1ERIOR W\ Ii' /- SAW CUT TO 10 1/2" ~ ~ ~ SAW CUT TO 10 1/2" ir / FULL 8,8,16 BlOC!<
<br />
<br />
<br /><t - - IT . - -DOOR OPENING- - U ~ -DOOR OPENING - - Q~ -DOOR OPENING-1.
<br />
<br />/ Iil \ FILL ",IS CAVITY WI", ~ \ FILL ",'S CAVITY WI", I ~ I \ FILL ",IS CAVITY Wll11
<br />EXTERIOR WA18l L GROUT FROM FINISHED L GROUT FROM FINISHED ~ GROUT FReM FINISHED
<br />D FLOOR GRADE TO D FLOOR GRADE TO l8J FLOOR GRADE TO
<br />L1NlEl ABOVE. LINTEL ABOVE. LINTEL ABOVE.
<br />__ D ________JOl___+___ D ___
<br />
<br />1 ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO ",E
<br />COARSE BELOW. EVERY ",IRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO ",E MAIN FRONT TO REAR WALL AS SHOWN.
<br />
<br />Oil
<br />
<br />/ ~ 1/4" MIN. SPACE
<br />2x TOP PLA TE~ ""
<br />YOTE; 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />;V CAN BE USED IN UEU OF SIMPSON
<br />_______ _ STC STRAP
<br />.....--./VV_ 2x Sl1JD @ 24" O.C. MAX.
<br />
<br />I~ROVIDE HILll 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 />~ I j OR FIBERMESH
<br />I 'k2 I
<br />~.-,- :.- "'- ~ - -,1-.-:- ~ ~- L ...:... ~ ~ ,-#..- ~
<br />r4 . . .... .. l
<br />
<br />TYPICAL INTERIOR NON-BEARING WALL DETAILI
<br />SCALE: NJ.S. \
<br />
<br />J\
<br />52.)
<br />
<br />-----
<br />
<br />I D ,
<br />\ 52 J
<br />
<br />MASONRY LAYOUT
<br />SCALE: N.T.S.
<br />
<br />I REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION.
<br />
<br />\MDTH OF OPENING VARIES
<br />
<br />" FORM CONCRETE INSET TO
<br />A" ~ / CREATE A SOLID BASE FOR BLOCK
<br />/ WALL ABO\1C
<br />
<br />T,"(PICAL GARAGE DOOR &
<br />TRACK MOUNTING DETAIL K
<br />oCAlE: N.T.S. 62
<br />
<br />REFER TO PAGE SDW2 FOR
<br />ADDITIONAL INFORMATION BY MANUFACTURER.
<br />TYPICAL SECTION T~RU WINDOW (;;\
<br />SCALE: N.T.S. \ 62.J
<br />
<br />~
<br />
<br />f.
<br />I
<br />
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />NOT TO SCALE
<br />
<br />2 x 8 BUCK - CONNECT TO BLOCK WITH __ SECTION
<br />-3/16" x 3 1/4- TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)~ B-B
<br />-d" MAX. l... \~ 2'-0' 8'
<br />SOLID BLKG. AT TOP 1 \"" +--=-+
<br />BliNN. ARCH BlKG. & BUCK l I "" ! I
<br />I I
<br />
<br />
<br />- TAPCON AT EA. SIDE
<br />/ BUCK - (1) WITHIN
<br />LEAVE A CUT OUT IN O.S.B. J./ < 4u MIN. OF START
<br />ON THE INSIDE TO ALLOW FOR~ ~ ~ OF ARCH
<br />INSUlATION TO BE INSTALLED '~_
<br />
<br />
<br />
<br />"-.2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BliNN. OSB ARCH FACES w/ (4) 10d NAILS
<br />THRU OSB INTO 2 x B
<br />
<br />..-SIMPSON
<br />A35
<br />
<br />SIMPSON --,
<br />SP2 1
<br />I' "):
<br />~' .. ,
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />D
<br />
<br />,-SIMPSON SP1
<br />rANCHOR BOLTS @
<br />I r;I':SON SIMPS~35 _ / 24" O.C. MAX
<br />)1 t .. "'-s' .J
<br />... 2X4 P.l
<br />4:' III I' IJ PLATE
<br />\r \ ~xs P. T. BOTTO~ PL~
<br />I \ I
<br />L~NCHOR BOLTS @ 24" a.c. MAX.
<br />(MIN. (2) PER BOTTOM PLATE)
<br />
<br />A -.- SECTION
<br />A-A
<br />2'-0' 8'
<br />/ \ H 3/16" x 3" TAPCONS
<br />
<br />* "I
<br />
<br />~ \ LEAVE A CUT OUT IN 0.5.8.
<br />~ ON THE INSIDE TO ALLOW FOR
<br />~ INSULATION TO BE INSTALLED
<br />~ 2 x 8 45' DIAGONAL
<br />~ ~ ~~X~C~T wEJ. (~~CrOd
<br />l' NAILS AT EA. tND
<br />
<br />~
<br />
<br />,.
<br />2X4 STUDS @ 24" a.c. '
<br />2'-0"
<br />A A
<br />A'
<br />1 /2" ~NCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECllON7
<br />~ j
<br />
<br />'I
<br />
<br />\ I U
<br />LSIMPSON1 A35
<br />
<br />I
<br />
<br />_?X4 P.T.
<br />~;: PLATE
<br />, 1,.,)-
<br />
<br />o
<br />
<br />FRAMING DET AILS ~
<br />A60VE ENTRY f FF ,
<br />NOT TO SCALE ~
<br />
<br />BLOCK HEADER- '\
<br />1 X 4 FURRING "-.., ,
<br />
<br />8d NAILS @ 8" D.C. AT BUCK-----.. ~
<br />
<br />2 x B VERT. wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />PROVIDE 2 x B DIAG. BRACE ~
<br />BliNN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24- "
<br />
<br />2 x 8 VERT.~
<br />BRACE(S) \ ~
<br />______ \ 7/16u OSB
<br />_ _ --LARCH PANEL
<br />
<br />BUilT UP PLWD. BUCK
<br />SCRIBE (NOTCH) BACKSIDE TO
<br />FIT ARCH CONNECT w/ Bd NAILS
<br />
<br />/
<br />/
<br />
<br />INSTAll WOW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />/
<br />
<br />--
<br />
<br />/66\
<br />\ S2 I
<br />
<br />ARC~ DETAIL
<br />NOT TO &CALE
<br />
<br />1/2"X9 1/2" PLYWOO
<br />SCRAP MATERIAL
<br />
<br />-.J
<br />-.J
<br />. <
<br />;::~
<br />o
<br />
<br />GARAGE DOOR
<br />
<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 SllFFENER 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 />! !
<br />llJ
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />"\
<br />\
<br />i
<br />/ .J, -l.. I "c-j \.
<br />/......:.: .' "!:~ ~t ..:'.1.>:.~;.:'. ~< ~:,
<br />POURED CONCRETE BASE FOR l.
<br />~~~S~ ~SkLGA~x8~s8bgR _ BOTTOM "OF MOUNTING BASE
<br />~ND WATER SHED FORWARD TO BE 2 ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />
<br />2x6 MOUNllNG BASE
<br />~XBX16 C.M.U.
<br />
<br />'. < '<::r GARAGE FLOOR
<br />
<br />GARAGE DOOR ROLLER ..4
<br />CONNECTION ASSEMBLY ,;:'&'/
<br />
<br />TR~t~~G~lrw8~rfN OF
<br />
<br />(TI1iS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF mls FORM. ANY
<br />MA TERIAL OR CONSTRUCllON MEmOD MAYBE USED PROVlDED END
<br />PRODUCT MEETS mE SHAPE AND DIMENSIONS OF mls DRAWlNG.)
<br />
<br />I
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />SCALE: N.T.S.
<br />
<br />MOUNllNG BASE SHOWN
<br />IN POSIllON
<br />
<br />.{
<br />"
<br />~
<br />
<br />TRANSOM OPENING
<br />
<br />I
<br />
<br />PARTIAL INTERIOR ELEvATION
<br />SCALE: N.T.S.
<br />
<br />7'-4" AJ.f
<br />PRECASX REC SS
<br />LINTEL {FILLED
<br />#5 REB~
<br />.........
<br />DOOR OPENING
<br />
<br />I
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />", . . ~ '.-.:
<br />":,, .:....:...........-
<br />
<br />.,' ',' .:..'
<br />
<br />. . "'\: : '"
<br />
<br />/
<br />SEAT FOR BLOCK IS .........
<br />POURED IN PLACE CONCRETE~ "
<br />GARAGE FLOOR SLAB \
<br />~~~WM-NtWAtHNOTES ~~
<br />SLOPE FORWARD ~.
<br />FOR DRAINAGE
<br />
<br />MOUNTING BA5E DETAIL
<br />SCALE: N.T.S.
<br />D SAMUEL A. GREENBERG, P E. -:34245
<br />D TI-tUY I-t. I-tU"r'NH P E. #~0122
<br />D IRWIN J. BENSON, P.E. -4Cjl58
<br />D AL I ABBAS I-tAKIM, P E, llS~ l8~
<br />
<br />I
<br />
<br />~
<br />\!:V
<br />
<br />~~.
<br />
<br />~
<br />SEE PLAN FOR FOO~NG
<br />DIMENSIONS
<br />
<br />TO TI-IE 6E5T OF TI-IE ENGlNEER'5 KNOWLEDGE AND 6ELlEF, TI-IE
<br />5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPLY WITI-I TI-IE
<br />FLORIDA BUILDING CODE, OECTION 16>~6> FOR 12~ MPl-I 3 5ECOND
<br />GU5T, EXf'05URE '6' WIND ZONE (2~~1 EDITION).
<br />Tl-II5 DRAWING AND DE51GN 15 VAL.ID FOR 12 MONTl-IS AFTER TI-IE
<br />DATE IT 15 51GNED AND 5EALED.
<br />5fGNED AND 5EALED FOR TI-IE 5TRUCTURAL PORTION OF TI-I15
<br />DRAWING ONLY.
<br />
<br />,
<br />~.
<br />
<br />GARAGE ENTRY FINI6~ED
<br />MASONRY DETAIL ,
<br />SCALE: N.T.S. ,
<br />
<br />P \
<br />52 J
<br />
<br />r
<br />
<br />"
<br />
<br />D E ~~~~~~"
<br />
<br />
<br />p.o. 60X ~ - APOLL.O 6EACA4 - FLORIDA - 33512
<br />~ - (813) 645 12>166 FAX - (813) 645 ca6~
<br />Et::Il. At:,tAl t(\ ~ESE DRAWINGS AND DESIGNS ARE ~E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND ~E
<br />.... .".., ~ \SICUENT ON ~IS PROJECT. ANY REPRODUCllON OR UNAU~ORIZED USE IS PROHIBITED. - 2003
<br />
<br />5TART ~ ARC
<br />4' MAX RAD.
<br />
<br />& REVlSED 08-15-03
<br />& CREATED 01-02-02
<br />120 MPH
<br />3 SEC, GUST
<br />
<br />&EAl.."\ 5CAl..E NOTED
<br />DATE 12/12/~
<br />
<br />TAMPA DIYI81~
<br />
<br />DRAUN B.Y.
<br />N:/BLOCKS/STD 2001
<br />
<br />LENNAR ~OME5
<br />
<br />EQUAL
<br />
<br />EQUAL
<br />
<br />1
<br />
<br />6ECTION6, DET AIL6, NOTE6
<br />
<br />~
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />82
<br />
<br />..)
<br />
<br />\...
<br />
|