|
<br />36" MAX.
<br />
<br />C'
<br />SIMPSON
<br />HTT16 TYP. ~
<br />
<br />5/8'~ THRU~X TOP PLATE
<br />BOLT ==- ~ ~ -
<br />
<br />1
<br />
<br />KWN/OC1K-2~T BLOCK, NOTCH UNTEL M1ERE REQUIRED
<br />l'l) KV . FOR CONCRETE PLACEMENT
<br />..',......:. ,.f..... .,r... .....:t.:.....,..'.~.....-! '.' J. .~.,: T '.' .
<br />
<br />12
<br />(TYP.) I SEE ELEV.
<br />
<br />RE-ENGINEERED WOOD TRUSSES @ 24" O/C
<br />pun CONNECTOR (SEE SCHEDULE)
<br />OUBLE 2"x4" S.P.F. TOP PLATE
<br />
<br />-
<br />~. 2"x BUILT-UP COLUMN
<br />o 0
<br />o .
<br />
<br />~IRDER TRUSS
<br />
<br />/
<br />0;:' ~ J: .~
<br />
<br />STD. 90' HOOK
<br />..-
<br />FILL CELL",,\ BONDB TEAM
<br />\ CONT #5 BAR
<br />
<br />CONT. #5 ~ \ M- I I I I I
<br />BAR ---'I SID. 90' ij I
<br />\ HOOK",
<br />..' I II I
<br />
<br />5/8"I/Jx8" "J" BOLT OR
<br />5/8"0 HIL 11 K'MK BOLT II
<br />~W/ MIN. B" EMBEDMENT
<br />
<br />
<br />
<br />~ \V""'""..........
<br />
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />
<br />ATTACH BLOCKING .-/'
<br />TO TRUSSES W / SIMPSON
<br />A34 ANGLE TYPICAL
<br />
<br />STD. 90' HOOK} I I
<br />
<br />. ~ I
<br />. I
<br />.1
<br />
<br />I
<br />I
<br />
<br />~IMPSON MTS12@EA.CORNER
<br />RE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />..,'.., :~. ,oil. ".,.' -,1 ':. '4.," ,..... .'1
<br />.... : . .'.' ',"",~.. ' ',' .' '.' :',..~ " "..,:
<br />
<br />r., ."
<br />.' . .'4"' ......
<br />.. . ,'. :. .. J: .
<br />
<br />>> ~S-16d NAILS
<br />
<br />o 00 ~
<br />o .
<br />o 0
<br />
<br />SLOPE
<br />-
<br />
<br />/
<br />/
<br />
<br />7/8" srucco FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S"
<br />OVER METAL LAlli. FIRST 2. ~AYERS 3/S"
<br />llilCK EACH. 3RD LAYER 1/S lliICK.
<br />
<br />2X4 PT STUDS @ 16" O.C. OR (1)2X4PT STUD ~
<br />@ 24' O.C. UNDER COMMON TRUSS W/ (2).2>:4 / -- \..
<br />PT STUDS UNDER HIP CARIER/GIRDER TRUS~ ~
<br />~ _/~
<br />/t: ., =~l MAIN SPAN ROOF TRUS
<br />J "7 - UPUFT CONNECTOR (SEE SCHEDULE)
<br />SIMPSON META20 @ EA. STUD /~I ~ MOlSTURE BARRIER
<br />
<br />8"X8"X16' K.O. BLOCK W/ 1 115 CONT. '--
<br />AND FILLED W/ 2500 PSI GROUT I ~~ :-
<br />c- i-
<br />t: i=
<br />1 #5 VERT. IN CONC. FILLED CELL := =
<br />wi STD. 90' HOOK IN K.O. BLOCK t: ;1 =
<br />-~ v
<br />KNEEWALL ABOVE MASONRY WALL DETAIL I
<br />
<br />SCALE: N.T.S. ,
<br />
<br />.J~ sl
<br />~ 'F:
<br />SIMPSON SP2@ EA. S/D~ ~ ~
<br />1 2' EXlIRIOR GRADE SHEA THING
<br />~STENED TO TRUSSES WITH 8d COMMON ~
<br />WIRE NAILS @ 4' O/C BOUNDARIES .........
<br />6' O/C EDGES & 8' O/C FIELD ~':""....
<br />.;..
<br />
<br />I\- Qvr-NT OR 2ND flOOR
<br />'\ f-
<br />
<br />1/2" MINIMUM CEMENT fiNISH - 5: ~ /TYPICAL C.M.U. WALL
<br />
<br />~= :
<br />STANDARD 3' DIA. TEE ~ _
<br />TI1READED 3" DIA. EXIENSION ~ ~ =
<br />
<br />fOSllllll'AHJflJU1AP (3" DIA.) ~ -
<br />
<br />f- '--3/4" FURRING STRIPS
<br />
<br />f-
<br />~ ___ 1/2" GYPSUM BOARD
<br />W/ DRYWALL SCREWS
<br />@ S" O.C. OR 4d
<br />DRYWALL NAILS
<br />
<br />f-
<br />
<br />f-
<br />
<br />r-
<br />
<br />-
<br />
<br />:;c
<br />
<br />/ -;-
<br />
<br />/~
<br />
<br />r-
<br />
<br />f--
<br />
<br />f--
<br />
<br />f-
<br />f-
<br />
<br />MIN. EXTENSION FROM EXIERIOR
<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 />f--
<br />
<br />-
<br />
<br />r-
<br />
<br />- r- TO DRAIN
<br />
<br />-~\~
<br />
<br />WALL CLEAN-OUT I A \
<br />SCALE: N.T.5. \ 52 J
<br />
<br />--==--
<br />
<br />.
<br />
<br />TOP SPLICE
<br />OUBLE 10d
<br />
<br />~,.
<br />~
<br />~
<br />~
<br />~
<br />1\
<br />~OTTOM SPLICE
<br />OVER STUD
<br />
<br />"
<br />
<br />Y;,
<br />
<br />",
<br />
<br />10d @ 8" olC
<br />
<br />,/
<br />
<br />",
<br />
<br />NOTE:
<br />PLATE LENGTHS MUST BE V
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />
<br />-=-
<br />
<br />M\
<br />52 J
<br />
<br />TOP PLATE SPLICE DETAILI
<br />5CALE: N.T.e.. ,
<br />
<br />-=-
<br />
<br />:>
<br />c
<br />~
<br />
<br />DOUBLE Zx TOP PLATE
<br />
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED (FOR SHORT
<br />SP AN PROVIDE 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 />F ACE TO BLOCKING
<br />
<br />a.
<br />?:E:
<br />Ii)
<br />Ii) ~
<br />\1.0
<br />o.:.t:.
<br />? CD
<br />.. <l:I
<br />o ~
<br />o 0
<br />.. .....
<br />.. :::J
<br />..<
<br />o ....
<br />.. 0
<br />-
<br />....
<br />~ ,
<br />:>
<br />IT,)
<br />Q .
<br />rJ) ....
<br />i!:
<br />
<br />CII~
<br />31
<br />Q -
<br />. CD
<br />:\I <l:I
<br />:Q U
<br />.... -
<br />~ >
<br />....I <l:I
<br />- ~
<br />IN
<br />.1..-
<br />. ...J
<br />.u~
<br />....I ,
<br />~~
<br />
<br />:I) ~
<br />.<:;
<br />Ig
<br />- a.
<br />- ,
<br />
<br />~::
<br />
<br />z: <l:I
<br />z: -
<br />.u :II
<br />~ CD
<br />- :E:
<br />-
<br />$>>
<br />$>> cD
<br />:\I cD
<br />co
<br />::::Ii
<br />- ...
<br />;!) CD
<br />- -;)
<br />
<br />
<br />~:
<br />
<br />....I <l:I
<br />:CO
<br />-
<br />.. a.
<br />z:.c
<br />
<br />,
<br />
<br />hi
<br />~
<br />
<br />----(2) 2x HEADER
<br />
<br />Zx BOTTOM PLATE WI (1) 10d X 3"
<br />@ 12" O.C. TO EACH HEADER FACE
<br />
<br />VARIES
<br />
<br />2 X b (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 />E~~
<br />e.H~
<br />
<br />'...---(2) 2x HEADER wi ~"
<br />2 X 4 FRAME - - PLYWOOD FLITCH
<br />WALL HEADER DETAIL
<br />
<br />WALL HEADER DETAILS
<br />
<br />...==..
<br />
<br />r 1 ,
<br />.~ S2 J
<br />
<br />--=--
<br />
<br />SCALE: N.T.S.
<br />
<br />I
<br />
<br />CRICKET AS REQUIRED
<br />
<br />>-
<br />~<
<br />ZZ
<br /><-
<br />~~~~
<br />~ 15
<br />. w~<
<br />cr B~ ~ GALV, METAL
<br />1rJ :Eo.. b FlASHIN~\
<br />. I
<br />bt:::l'b __
<br />~~~ ~ ~
<br />
<br />CRICKET...J". ~
<br />
<br />>5 /t
<br />~ ~CKEL
<br />cr~" I
<br />~V:Y" t
<br />
<br />I
<br />
<br />I' .
<br />
<br />;:::::- ~ ...---f'REF AB CHIMNEY ASSEMBLY
<br />1 \~
<br />\\. ))
<br />...... -;::/
<br />
<br />I
<br />
<br />PRECAST L1NlEL wi (1) #5 CONT.
<br />IN OPENINGS GREAlER THAN 6'-0" WIDE
<br />
<br />I
<br />
<br />- --
<br />
<br />I,
<br />I
<br />I
<br />
<br />A
<br />
<br />I
<br />
<br />~
<br />
<br />OPENING
<br />
<br />\"2'X4" @ 16' O.C. MAX.
<br />/2"X4" BLOCKING TYP.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />/""
<br />
<br />"--- 2 X B.U.C
<br />
<br />/ GAL V. M1L FLASHING
<br />~ JTRUSS TOP CHORD
<br />
<br />
<br />~ PSON MTS12 @ EA. CORNER
<br />\.nOUBLE 2"x4" BLOCKING
<br />
<br />SIMPSON HTT16 j
<br />TYP.
<br />
<br />~
<br />.~"'-,.;~....-
<br />'$"5 .~-::,~,' .
<br />-.~" "'::3~ i/J"
<br />
<br />i
<br />
<br />I ,I
<br />#(0 ~~~E~~OMo~8u~etMION
<br />
<br />I
<br />
<br />i
<br />
<br />I
<br />
<br />-==-
<br />
<br />TYPICAL CHIMEY DETAILSI F \
<br />SCALE: N.T.S. \:!:V.
<br />
<br />I
<br />
<br />I
<br />
<br />....
<br />TYPICAL HTT16 TO
<br />BUrL T-UP COLUMN DETAILI R \
<br />, 52 J
<br />
<br />SECTION RA-A"
<br />SCALE: .3/4"=11-0'
<br />
<br />NOlES:
<br />CD FILL UNIEL AND ALL CELLS ABOVE UNTEL. Q) SEE FLOOR PLAN FOR ADDITIONAL INFORMA 1l0N.
<br />@ VERIFY THAT ALL REINFORCEMENT (1) OPENINGS LESS lliAN OR EQUAL TO 6'-0"
<br />HAS BEEN PLACED PROPERLY. IN 'MDlli DO NOT REQUIRE ADDIllONAL STEEL
<br />REINFORCEMENT UNLESS NOIED ON FLOOR PLAN.
<br />
<br />BOND BEAM STEP DETAIL I H \
<br />SCALE: N,T.S. \ 62 J
<br />
<br />--=-
<br />
<br />SIMPSON STRONG
<br />TIE ~TT1~ I
<br />,
<br />5CALE: N.T.e..
<br />
<br />N ,
<br />52 J
<br />
<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 />ROOF TRUSS
<br />(ABOVE
<br />r 2X~ BLOCKING
<br />
<br />~ ~ (1) SIMPSON LSTA14
<br />~ @ 24' OIC STAGGERED (TYP.)
<br />~ , . ~ SEE FLOOR PLAN NOTES
<br />~~ "'-....-/ \ FOR REQUIRED CONNECllON
<br />~ ~ /'.... 2-ROWS 16d NAILS STAGGERED @
<br />~ /' ~~iC"',( .........16. Olc EACH FACE OR 3-~O~
<br />~ . ~~~LS ST^GGERED 01. D",e
<br />
<br />:~~r;" ~,-~"D" OR GREATER HEAD R
<br />
<br />
<br />
<br />. (1\ '\ f\ '- DOUBlE HEADER WI 1/2.
<br />\2V FLITCH PLATE U.N.O.
<br />
<br />-- D -- -T---- -- - '-------- 0 '-- f--
<br />SOLID AREAS D SOLID AREAS
<br />= ~ ARE STEEL AND D F== f- ARE STEEL AND
<br />D / GROUT [J / GROUT
<br />INTERIOR W\ iii' ;- ,^w CUT TO 10 1/2"~I~r,^w CUT TO 10 1/2" ii I" FULL 8,8". BLOC'
<br />
<br />
<br />1. - - Q ~ - -DOOR OPENING- -1U jj}-i- -DOOR OPENING - -~~[I}t- -DOOR OPENING-<t
<br />
<br />Ii \ FILL llilS CAVlTY '\'VIlli ~ 1\ FILL llilS CAVlTY '\'VIlli L~ \ FILL llilS CAVlTY '\'VIlli
<br />EXTERIOR WALIffi ~ GROUT FROM FINISHED . ~ GROUT FROM FINISHED ~ GROUT FROM FINISHED
<br />D FLOOR GRADE TO D flOOR GRADE TO lBJ FLOOR GRADE TO
<br />LINTEL ABOVE. LINTEL ABOVE. LINTEL ABOVE.
<br />_~ 0 ~_~~____JOl___+___ 0 ~__
<br />
<br />1ST COARSE 2ND COARSE 3RD COARSE
<br />
<br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO lliE
<br />COARSE BELOW. EVERY lli!RD (3RD) COARSE lliE 11" DOOR JAMB WALL IS TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. -=--
<br />
<br />c
<br />
<br />TYPICAL FILLED
<br />LINTEL ASSEMBLY, G \
<br />SCALE: N.T.S. ~ 52 J
<br />
<br />--=--
<br />
<br />10d NAILS @ 6"
<br />A O.C. STAGGEREj
<br />
<br />~~ II 0
<br />
<br />-- i- ~ - PLYWOOD
<br />o { E' tSHEA THING
<br />~ \!:V
<br />
<br />:8
<br />
<br />~
<br />
<br />A
<br />(2) 2 X 8 BEAM/
<br />
<br />{iTRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />TOE NAILS @ EACH END (24" O.C. MAX)
<br />,
<br />
<br />:z
<br />~
<br />TRANSOM-- .
<br />o M FRAMING ~
<br />~ BEYOND.- .-
<br />
<br />t...
<br />~ ~SIMPSON DTC @
<br />^ """ EA. BLOCKING
<br />1\'
<br />"
<br />~2X8 WALL
<br />~ ABOVE ENTRY
<br />~ ~ K.O. BLOCK
<br />· ~~ ~/(1) #5 CONT.
<br />~ =1"" "'- ~ FILLED
<br />
<br />,
<br />
<br />SIMPSON STC W/
<br />3-Sd COMMON NAILS \
<br />
<br />7 5~ S"
<br />
<br />7 5/r----- 8"
<br />
<br />7 5/8".2'
<br />
<br />8"
<br />
<br />-
<br />
<br />E\
<br />52~
<br />
<br />--
<br />
<br />I
<br />
<br />TRANSOM OPENING
<br />7'-4" A.F.F.,
<br />PRECAST RECE~S
<br />L1NlEl (FILLED)
<br />
<br />~ ,
<br />
<br />/ ~ I' 1/4" MIN. SPACE
<br />Zx TOP PLA TE~ I\.
<br />I "'-NOTE: 2-16d NAILS @
<br />24" O.C. OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />O CAN BE USED IN UEU OF SIMPSON
<br />'---- STC STRAP
<br />----/ V 7 Zx SruD @ 24" O.C. MAX.
<br />
<br />1.(iROVlDE HILll X-CF NAILS OR
<br />EQUAL @ 1Z" O.C. STAGGERED
<br />FROM BOT. PLATE TO CONCRETE
<br />
<br />Zx P T. PLA IE~ ~~6 W1.4XW1,4 WWF
<br />. ~ J. / OR F1BERMESH I
<br />
<br />J"..,. ~ :..- "'- ~ _ -fr-.---:"- ~ ~ ~ L -.:.. ~ ...:.... .,-.jr,- ~
<br />1 . . . A'.. '. l
<br />~
<br />
<br />TrFICAL INTERIOR NON-I3EARING WALL DETAIL'/' J ,
<br />SCALE: NJ.S. \ 52 8
<br />
<br />t B
<br />
<br />(1) 2'x4" CRIPPLE FOR
<br />OPENINGS 6'-0" OR
<br />LESS & (2) 2' X 4'
<br />CflPPLE tOR OPENING
<br />6 -0' OR GREATER
<br />~
<br />
<br />---
<br />
<br />\ _~bl)j~E~Nf>A~~N9oAS
<br />HEADER wi (2) 16d @ 16' O/C
<br />UNLESS Nom OlliER'\'VISE
<br />
<br />I
<br />
<br />PLYWOOD
<br />SHEATHING
<br />
<br />ANCHOR BOLTS @ 24"
<br />O.C. MAX. (MIN. (2)
<br />PER BOTTOM PLA IE)
<br />
<br />_.
<br />
<br />ANCHOR BOLT
<br />
<br />#5 REBAR..............
<br />DOOR OPENING
<br />
<br />i===
<br />
<br />MASONRY
<br />WAU BELOW-<< ~ ^
<br />
<br />ASONRY WALL
<br />
<br />/2'X4" SllJDS TYP.
<br />
<br />....
<br />
<br />
<br />@
<br />
<br />I
<br />
<br />~L
<br />
<br />tEE PLAN FOR REQUIRED
<br />CONNEC110NS
<br />
<br />
<br />P.T. BOT. PLATE
<br />
<br />SIMPSON HUSC48 (UPLIFT CAP = 1302 Ibs)
<br />(GRAVITY CAP = 1262 Ibs)
<br />
<br />-
<br />
<br />,SIMPSON (C)_ SIMPSON
<br />I SP2 A35
<br />I'~.. , ~
<br />.... ~
<br />
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />o,o~Oo~
<br />· UPLIFT CONNECllONSItI/lvc
<br />REQUIRED AT LOAD
<br />BEARING WALLS
<br />
<br />, DD \
<br />, S2 f
<br />
<br />2X4 TOP
<br />PLATE
<br />OVERLAPPING
<br />
<br />..:::I. - ~.
<br />......,.~...... " "
<br />.~~......,,"
<br />~~ "
<br />~ "
<br />~ "
<br />~~ "
<br />~~~~'
<br />TRANSOM FRAMING \
<br />SEE SECllON AA/S1 AND )
<br />BB/S1 FOR ADDIllONAL ~
<br />DETAilS ~
<br />
<br />r-SIMPSON SP1
<br />rANCHOR BOLTS @
<br />SIMPS~35 _ / 24" O.C. MAX
<br />.. "ll.l J
<br />,.. ZX4 P.T.
<br />I "- g PLA TE
<br />fa P. T. BOTTOf P~
<br />
<br />GARAGE DOOR
<br />
<br />NOT TO SCALE
<br />
<br />~~
<br />
<br />-
<br />
<br />,
<br />'--NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />LOAD BEARING/EXTERIOR ~
<br />WALL HEADER DETAIL I Q ,
<br />SCALE: N.T.S. \.!:V
<br />
<br />
<br />I REFER TO PAGE SDW1 FOR ADDlnONAL INFORMATION.
<br />
<br />""
<br />- "'-- 1 Od NAILS @ 6"
<br />STAGGERED
<br />
<br />DOOR JAMB
<br />3-1/4" LONG X 3/16"~ TAPCO;------ti
<br />INTO BLOCK@ SPACING PER MANUFACTURE
<br />1X4 P.T.
<br />1" DETAIL
<br />1 /2" DRYWAL 1 X 4 F RRING
<br />DOOR JAMB W 1/4" X 2-1/2" S.D.S.
<br />WOOD SCREWS INTO P.T. @ 12" O.C.
<br />
<br />3/16"~ X 3" LONG TAPCONS STAGGERE 1 X '1"
<br />@ 16" O.C. 2-ROWS INTO MASONRY . , L
<br />THROUGH 1x4 P.T. & 1x8 P.T. Ll X 8 P:T.
<br />1 - 1 /2" 0 ET A I L
<br />
<br />MA50NRr LArOUT
<br />SCALE: N.T.S.
<br />
<br />I D \
<br />\ 52 J
<br />
<br />i
<br />
<br />'MDlli OF OPENING VARIES L4"v ~~~~JO~CsRJL~ ~;U 18R BLOCK
<br />WALL ABOVE.
<br />1/2"X9 1/2" PLYWOO
<br />SCRAP MATERIAL
<br />3~
<br />. a:::
<br />~
<br />o
<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 />REFER TO PAGE SDW2 FOR
<br />ADDITIONAL INFORMATION BY MANUFACTURER.
<br />
<br />TYPICAL SECTION THRU WINDOW
<br />
<br />(;;\
<br />52~
<br />
<br />---=-
<br />
<br />T,,(PICAL GARAaE DOOR
<br />TRACK MOUNTING DETAIL
<br />SCALE: N.T.e..
<br />
<br />fK\
<br />\3J
<br />
<br />rSIMPSON
<br />I A35
<br />1 ~
<br />4:' I g
<br />
<br />,
<br />
<br />RECESS
<br />r liNTEL
<br />/
<br />fi '. <I...... 4.
<br />.~'. .'
<br />
<br />5CALE: N.T.5.
<br />
<br />\
<br />RACK MOUN~NG BRACKET
<br />
<br />\r
<br />I
<br />
<br />\
<br />I \
<br />L~NCHOR BOLTS @ 24" O.C. MAX.
<br />(MIN. (Z) PER BOTTOM ?LA TE)
<br />
<br />3/16" x 3 -1/2" TAPCON
<br />
<br />~ARAGE DOOR TRACK
<br />
<br />~
<br />\
<br />1\
<br />~
<br />. .. ", .~
<br />:.:" ,'.'
<br />. .. '.
<br />.', ';.', '.. "
<br />
<br />POURED CONCRETE BASE FOR ~
<br />~~~~~ ~~~LGA~~8tS5b8R ---1 BOTTOM ..OF MOUN~NG BASE
<br />XND WA TE'R SHED FORWARD TO BE 2 ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR.
<br />PARTIAL INTERIOR ELEVATION
<br />
<br />Zx6 MOUNllNG BASE
<br />~XSX16 C.M,U.
<br />
<br />..' < '<:.r GARAGE FLOOR
<br />
<br />
<br />. ..:;:" >:.:,'.~~.~';o'
<br />
<br />(B)
<br />
<br />-SIMPSON SIMPSON-,
<br />A35 SPZ 1
<br />::: ,l:
<br />
<br />..
<br />ZX4 STUDS @ 24" O.C. H
<br />2'-0"
<br />A .
<br />j r r
<br />1 /Z" ~NCHOR BOLT @
<br />24" O.C. MAX. MIN. (2)
<br />PER BOTTOM PLATE
<br />SECllOj
<br />~.
<br />
<br />TRANSOM OPENING
<br />
<br />GARAGE DOOR ROLLER
<br />CONNEC~ON ASSEMBLY
<br />
<br />DOOR JAMB W 1/4" X 3" S.D.S. ..I
<br />@ 12" O.C. 2 ROWS STAGGERED. ~ X ..-.J
<br />1X4 P.T:-
<br />'-2 X 8 P.T.
<br />1 X4 FURRING
<br />
<br />TRbX~kG~rw86WN OF
<br />
<br />(llilS IS A RECOMENDA 11 ON FOR CONSTRUCllON OF THIS FORM. ANY
<br />MA IER1AL OR CONSTRUCllON METHOD MAY BE USED PROVlDED END
<br />PRODUCT MEETS lliE SHAPE AND DIMENSIONS OF TI1IS DRAWING.)
<br />
<br />UPSET WOOD BEAM
<br />r (SEE PLAN FOR SIZE)
<br />! I
<br />p
<br />
<br />2 1 /4" D ET A I L
<br />
<br />c
<br />
<br />SIMSPON META 16
<br />I
<br />I !!
<br />
<br />l'
<br />
<br />/(. ;.."... ~~l,'.:~~/.
<br />
<br />GARAGE ENTRY FORM DETAIL
<br />SCALE: N.T.S.
<br />
<br />MOUNllNG BASE SHOWN
<br />IN POSIT10N
<br />
<br />r-SIMPSON
<br />A35
<br />
<br />r~IMPSON
<br />I SP2
<br />
<br />I' f' .
<br />,'.. .
<br />
<br />,-SIMPSON
<br />A35
<br />, ~ 10d NAILS @ 4"
<br />I~ ~ STAGGERED
<br />
<br />1/2" DRYWALL
<br />
<br />DOOR JAMB W 1/4" X 3" S.O.S. -liE
<br />1 X4~
<br />3/16"~ X 3-1/2" LONG TAPCONS STAGGERED .t L2X8
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />
<br />~~:aJ~~~"
<br />....~~" ~ "
<br />.~~"
<br />~~""
<br />
<br />'7 lRANSOM fRAMING ~~,
<br />< SEE SECllON AA/S1 AND y\(~
<br />BB/S1 FOR ADDIT10NAL ~
<br />DETAILS .
<br />~
<br />~
<br />
<br />I
<br />
<br />I
<br />
<br />f-ZX4 P. T.
<br />PLA TE
<br />/~::~
<br />
<br />~
<br />
<br />.(
<br />
<br />.
<br />v
<br />I
<br />'b
<br />
<br />L~AILED INTO
<br />TRANSOM
<br />FRAMING
<br />
<br />-
<br />
<br />-
<br />
<br />\ I g
<br />L sIMPSONi A35
<br />
<br />I
<br />
<br />.. ' .' .' ~ .
<br />. . . ~ \.: :.;4 .
<br />
<br />I
<br />
<br />PLYWOOD
<br />FASTENED TO TRUSSES WITH 8d COMMON
<br />WIRE NAILS @ 4' Olc BOUNDARIES
<br />6" O/C EDGES &: 8' O/C FIELD
<br />
<br />V
<br />
<br />I
<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 />10d @ 12" O.C. 1 4
<br />2X2X8 P.T. WlTH 3/16"0 X 3" LONG TAPCONS -
<br />STAGGERED @ 16" O.C. 2-ROWS INTO MASONRY 2X8
<br />3 - 1 /4" D ETA I L
<br />
<br />BUILDOUT @ OvER SIZE DOOR~
<br />WINDOW ROUGH OPENINGS r CC \
<br />NOT TO SCALE \..!:V
<br />
<br />7'-4" A.F,f
<br />PRECASX RECESS
<br />UNTEL \ FILLED)
<br />#5 R EB AR.....
<br />-,
<br />DOOR OPENING
<br />
<br />3" DETAIL
<br />
<br />SCALE: N.T.S.
<br />
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />
<br />I
<br />
<br />I
<br />
<br />.-SIMPSON SP1
<br />
<br />I
<br />SEA T FOR BLOCK IS '"
<br />POURED IN PLACE CONCRETE~ ........
<br />GARAGE FLOOR SLAB~\
<br />~~2W5tNt~AIHNOTES th.
<br />SLOPE FORWARD .
<br />FOR DRAINAGE I; .......
<br />
<br />
<br />
<br />~EP~~ ..
<br />DIMENSIONS ~.
<br />
<br />TO TI-4E eE5T OF TI-4E ENGINEER'5 KNOWLEDGE AND eELIEF, TI-4E
<br />5TRUCTURAL FLAN5 AND 5PECIFICATION5 COMPLY WITI-4 TI-4E
<br />FLORIDA 6UILDING CODE, 5ECTION 1~06> FOR 12~ MFI-4 3 5ECOND
<br />GU5T, EXP05URE 'e' LUIND ZONE (2~~1 EDITION).
<br />T1-415 DRAWING AND DE51GN 15 vALID FOR 12 MONTI-4e. AFTER TI-4E
<br />DATE IT 15 51GNED AND 5EALED.
<br />51GNED AND 5EALED FOR TI-4E 5TRUCTURAL PORTION OF T1-415
<br />DRALUING OM. Y.
<br />
<br />o
<br />
<br />MOUNTING BASE DETAIL
<br />SCALE: N.T.S.
<br />o 5AMUEL A. GREENBERG, P.E. ~424?
<br />D Tl-lUY l-l. l-lUYNl-l, P.E. .~0122
<br />D IRWIN J. BEN50N, P.E. .4~lS8
<br />D All ABBA5 l-lAKIM, P.E. 1lS~18b
<br />
<br />r;SIMPSON
<br />A35
<br />~:
<br />
<br />RECESS
<br />/ LINTEL
<br />
<br />/
<br />.~ /.
<br />
<br />SIMPSON A35
<br />'iiV
<br />I "-
<br />
<br />\ 2XB P. T. BOT+ p;:;;p.
<br />
<br />I \ I I
<br />L~NCHOR BOLTS @ 24' a.c. MAX. (MIN.
<br />(2) PER BOTTOM PLATE)
<br />
<br />I I
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS)
<br />LINTELS AT ENTRY
<br />DOOR W/TRANSOM
<br />
<br />J
<br />
<br />I.
<br />
<br />'<1' .
<br />
<br />'. .4.... 4' 4:'
<br />
<br />I
<br />
<br />~
<br />
<br />~\r
<br />~I
<br />
<br />FRAMING DET ArLS
<br />ABOVE ENTRY I FF \
<br />NOT TO 5CALE , S2 J
<br />
<br />NOT TO 5CALE
<br />
<br />~
<br />~
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />WI 3/16" x 3 1/4" TAPCON
<br />( 1 1/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />A -.- SECTION
<br />A-A
<br />2'-0' 8'
<br />/ \ H 3/16" x 3" TAPCONS
<br />
<br />
<br />
<br />j 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 />BRACE AT fl' FACE
<br />OF ARCH W (3) 10d
<br />NAILS AT . .:.ND
<br />
<br />2 x 8 BUCK - CONNECT TO BLOCK WITH
<br />r-3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.)
<br />ri" MAX.
<br />-~
<br />
<br />___ SEC~ON
<br />B-B
<br />
<br />GARAGE ENTRY FINI6HED r=--
<br />MASONRY DETAIL (p
<br />SCALE: N.T.5. ~8
<br />
<br />i" MAX. SOLID BLKG. AT TOP
<br />- r- BTvVN. ARCH BLKG. & BUCK L,
<br />I 1
<br />
<br />SOLID BLKG. AT TOP
<br />BTvVN. ARCH BLKG. & BUCK 1
<br />
<br />2'-0'
<br />
<br />!\~
<br />
<br />8'
<br />L,
<br />l
<br />
<br />1
<br />I
<br />
<br />
<br />, ~
<br />, 1\......~ V PROVIDE (2) MIN.
<br />TAPCON AT EA. SIDE
<br />/' BUCK - (1) WITHIN
<br />LEAVE A CUT OUT IN O.S.B. )./ < 4" MIN. OF START
<br />ON THE INSIDE TO ALLOW FOR4::::: ~ >-..... OF ARCH
<br />INSULATION TO BE INSTALLED ..... ~
<br />
<br />BLOCK HEADER---' '\
<br />1 X 4 FURRING '-.... i'.
<br />
<br />8d NAILS @ 8" O.C. AT BUCK--........... ~
<br />
<br />1 X 4 FURRING/ /;
<br />
<br />.
<br />
<br />"
<br />
<br />
<br />.~ \
<br />"
<br />~,
<br />~
<br />
<br />~ PROVlDE T/\PeON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />INSTAll WOW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />oJ
<br />1
<br />
<br />6eCTION6, DET AIL6, NOTE6
<br />
<br />;if ~~ AT 8" O.C.
<br />
<br />P<
<br />
<br />2 x 8 VERT. wi (2) 10d
<br />NAILS AT EA. END
<br />
<br />BLOCK HEADER
<br />
<br />r
<br />
<br />ED AN5CO
<br />ENGINEERING, FA.
<br />p.o. eox ~ - APOLLO BEACH - t=l..ORIDA - "!;12
<br />~ - (8") 64& 0166 PAX - (81') 64& ~~
<br />eB ..US. Ie. f(\ THESE DRA'MNGS AND DESIGNS ARt THE JOINT PROPERTY OF DANSCO ENGINEERING, PA. AND THE
<br />.,..., Ko' ~ CUENT ON THIS PROJECT. ANY REPRODUCTlON OR UNAUTHORIZED USE IS PROHIBllED. - 2003
<br />
<br />,
<br />
<br />(4) 10d NAllS INTO
<br />/ 2 x 8 BRACE/ BLKG.
<br />1/2" DRYWALL
<br />
<br />2 x 8 45" DIAGONAL ""< -------- ~ 7/16" OSB
<br />BRACE(S) ............ ARCH PANEL
<br />><
<br />- -
<br />
<br />PROVIDE 2 x 8 DIAG. BRACE ~
<br />BTvVN. VERT. BRACES WHEN
<br />HGT. OF BRACE EXCEEDS 24- "
<br />
<br />& REVlSED 08-15-03
<br />ill CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />&EAl.. \ 5CAJ..E NOTeD
<br />DATE 12/12/02
<br />
<br />TAMPA DIVI&ICN
<br />
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />
<br />2 x 8 VERT.~
<br />BRACE(S) \ ~
<br />
<br />~ 1\ 7/16" OSS
<br />BUILT UP PlWO. BUCK _ ~~RCH PANEL
<br />SCRIBE (NOTCH) BACKSIDE TO "-
<br />FIT ARCH CONNECT WI 8d NAILS ~2 x 4 SOLID BLi<G. (FULL WIDTH OF WALLS)
<br />I 8TvVN. OS8 ARCH FACES w/ (4) 10d NAILS
<br />/ THRU OSB INTO 2 x 8
<br />
<br />D~ B.Y.
<br />N:/BlOCKS/STD 2001
<br />
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT w/ Bd NAILS
<br />
<br />~. (4) 10d NAILS INTO
<br />2 x 8 8RACE/ 8LKG.
<br />
<br />
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL)
<br />8TvVN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OS8 INTO 2 x 8
<br />
<br />l.-
<br />/
<br />
<br />/
<br />
<br />LENNAR I-iOME6
<br />
<br />5TART a: ARC
<br />4' MAX. RAD.
<br />
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTAUATION DETAILS
<br />
<br />START OF ARC
<br />4' MAX. RAD.
<br />
<br />/
<br />
<br />EQUAL
<br />
<br />~
<br />~
<br />
<br />EQUAL
<br />
<br />ARCH DETAIL
<br />NOT TO SCALE
<br />
<br />-==--
<br />
<br />(AA\
<br />\..!:V
<br />
<br />PROVIDE TAPCON PER WDW. INSTALLATION
<br />DETAilS OR THRU 1-1/2" THK. OR MORE suer
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />"-
<br />
<br />~
<br />
<br />ARC~ DETAIL
<br />NOT TO 5CALE
<br />
<br />DE JOB NO. PM - ~~21
<br />
<br />62
<br />
<br />\....
<br />
|