|
<br />WALL SECTION
<br />
<br />SHEAmlNG W/ LONG DIMENSION
<br />FLAT CONCRETE TILE OVER PERPENDICULAR TO FRAMING &
<br />19 Ib FELT PAPER OVER END JOISTS STAGGERED, FASTEN W 8d
<br />5/8" COX PLYWOOD NAILS S' " EDGES AND '2' AT
<br />OR INTERMEDIATE FRAMING,
<br />3D FIBERGLASS SHINGLES OVER PRE-ENGINEF,;RING 'M),
<br />15 LS FELT P ON 7/16" ass TRUSS @ 24 O,C,
<br />SHEAmlNG OR '/2 COX PLYWOOO~' PITCH YARIES PER PLAN /
<br />(SEE TRUSS DRAWING)
<br />USP TA20 .
<br />HURRICANE ANCHOR I 2
<br />METAL "'STURE B""'" ~
<br />
<br />METAL DRIP EDGE ,~'- - -:-r-.r-.r-.r-.r-.~ R30lNSULAilON
<br />_~ ~ _jVj()()()()(~
<br />
<br />I ~1 . ~ ~/B' DR-MALL
<br />~~~yt1l0N l '1 ~ ~ ~1' X 4" PT NAILER
<br />
<br />sh TRUSS I ~8" X 8" U BLOCK Wj1 15 REAR
<br />'r DRAI.'ING =:"" CONT, Be FILLED v"TH CONCRETE
<br />I ----------- # 5 BAR CON T FROM F 00 TER TO
<br />ALUM, FACIA-SOFfiT ~ i= -------~BONO BEAM WI SID Il) eo END
<br />2 SEE PLANS FOR LOCATION
<br />8 LAP SPLICE = 25"
<br />
<br />~ .----- i= ~8' X 8" X 16" CONC, BLOCK
<br />
<br />d 5/8" srucco------- i=
<br />w
<br />W
<br />~
<br />
<br />TYPE "s" MORTAR
<br />
<br />--------
<br />
<br />1" PT FURRING STRIP @ 24" 0,0,
<br />
<br />i=
<br />
<br />l-
<br />I
<br />l:l
<br />H
<br />W
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<br />H
<br />~
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<br />(tl,
<br />
<br />b
<br />
<br />__________4,2 ALFOIL INSULATION
<br />
<br />
<br />~/2' ORYWALL
<br />
<br />8" C,M,U, TYPICAL
<br />
<br />b
<br />
<br />," x 4" PT NAILER
<br />
<br />ci
<br />I()
<br />'"'
<br />4"x4" INSPECTION PO~~ ~ASE BOARD
<br />A T EACH FILL CELL TYP, -! ~
<br />' /fl" THICK (3,000 P,S,I.)CONC, SLAB W/
<br />~ W/ l' LONG FiBER MESH OR 5X6 1,4 x 1.4
<br />~ WWf ON 5mm VAPOR BARRIER LAPPED 5"
<br />, AND TAPED OVER CLEAN COMPACTED TERMITE
<br />0'-0' F,F, ELEV, ~ TREATED FIL
<br />
<br />
<br />~ ""'" i::"~~5'''C,"~
<br />
<br />, " .
<br />~ ~
<br />
<br />NO VEGETAL MATER'AL J.<: /,<; :(<
<br />CLEAN POISONED de COMPACTED 12' 12' 1'-2 /1.5 REBAR CONT,
<br />SOIL (COMPACTED TO 95%) 3" MIN, COVER
<br />
<br />-~
<br />
<br />2 X 4 BLOCKJNG
<br />STAGGERED
<br />BElYYEEN TR.USSES
<br />
<br />o
<br />o
<br />U
<br />(j)
<br />
<br />7 '
<br />L~. pCU~CANEANCHOR.
<br />USP TA20
<br />I / ~
<br />)7 [ '------ ~
<br />
<br />1/2' GYPSU~/ / ~ u \I\~
<br />CEILING
<br />DIAPHRAGM
<br />5d COOLER NAILS METAL
<br />OR GWB54 @ 7"0,C MOISTURE
<br />BA~ER
<br />
<br />GYPSUM CEILING DIAP~iRAGM
<br />TO SIDE WALL CONNECTION
<br />
<br />~
<br />
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<br />
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<br />
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<br />. I .
<br />~ .
<br />
<br />I 'vi /
<br />I~F
<br />
<br />\
<br />\
<br />"Il" X B' BOND BEAM
<br />
<br />HURRICANE !\NCHOR
<br />US? T A20
<br />4' EMBEDMENT iN CONCREIT
<br />
<br />I
<br />
<br />I METAL MOISTURE BARRIER
<br />
<br />LA ITRAL LOADS
<br />A 1 = 595
<br />A2 = 210
<br />UPUFT LOAO = 910 TO 1736 LBS,
<br />
<br />-rRUSS CONNEC-rION
<br />TO BOND BEAM
<br />
<br />DIRECT
<br />
<br />I'~
<br />-y
<br />ELEVAnON
<br />YARIES
<br />
<br />O-O:R
<br />~i
<br />~I
<br />~I
<br />
<br />WALL SECTION THROUGH WINDOW
<br />
<br />FLAT CONCRETE TILE OVER SHEATI1ING W/ LONG DIMENSION
<br />PERPENDiCULAR TO FRAMING &:
<br />19 Ib FELT PAPER OVER END JOIS1S STAGGERED, FASTEN W 8d
<br />5/B' COX PLYWOOD NAILS 5" @ EDGES AND 12" AT
<br />OR INTERMEDiATE FRAMING,
<br />30 FIBERGLASS SHINGLES OVER PRE-ENGINEF,;RING WD,
<br />15 LS, FELT p, ON 7/16" OSS TRUSS 0 Z4 O,C,
<br />SHEATHING OR 1/2 COX PLYWOOD~' PITCH YA.RIES PER PLAN /
<br />(SEE TRUSS DRAWING)
<br />USP 1A20 .
<br />HURRICANE ANCHOR 12
<br />METAL MOISTURE BARRIER' ~A~ ~
<br />
<br />METAL DRIP EDGE .~ -~~r-.r-.r-.~
<br />
<br />"" _.-> I( I()()( i{ I( m
<br />
<br />- "" ~ ~ 4 I"-...... ---___________ 5/8" DRYWALL
<br />------ 1(, ' ~ l' X 4' PT NAILER
<br />~~S_ 8" X 8" U BLOCK W/1 15 REBAR
<br />VARIES CONT, de FILLED WITH CONCRETE
<br />_ ~" X2" PT FURRING
<br />ALUM, FACIA-SOFFIT/ l' X 4" PT NAILER
<br />
<br />8" PRE CAST LINTEL
<br />
<br />R30 INSULATION
<br />
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<br />
<br />ALUM, WINDOW
<br />SEE DWG, FOR ANCHORAGE
<br />
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<br />
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<br />I
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<br />
<br />i_
<br />
<br />MARBLE STOOL
<br />
<br />/ l' X 2" PT FURRING
<br />
<br />/ /42 ALFOIL INSULATION
<br />l / / 1/2" DRYWALL
<br />
<br />/ / l' X 4' PT BASE NAILER
<br />~ BASE BOARD
<br />
<br />4" 1l11CK (3,000 P,S,I.)CONC, SLAB WI
<br />W/ 1" LONG FIBER MESH OR 6X5 1.4 x 1.4
<br />WWF ON ,5 VAPOR BARRIER LAPPED 6"
<br />nL T ",CO 0'" O,,^' ',"PAmo ""'"
<br />/ / ~EATED FIL
<br />
<br />CONC, SILL
<br />
<br />~I
<br />
<br />.><-
<br />
<br />4"x4' INSPECTlDN POR~
<br />M '^'" cu em mo. ~
<br />
<br />FINNISH GRADE '<>, ", "
<br />y~;-X~~~ '" , ',,, y~'W~x:
<br />~%~~%%~~~ ' .~ ifl'Y>;:Y>,Y;;Y;;'Y)$'
<br />~ ,". ~ %
<br />
<br />~ '
<br />~ ^'~;<'<<<~~ /&
<br />NO VEGETAL MATERIAL
<br />CLEAN POISONED do: COMPACTED ~ 12' 12' ~2 /1.5 REBAR CONT,
<br />SOIL (COMPACTED TO 95)1) 1 3" MIN, COYER
<br />
<br />HURRICANE ANCt10R
<br />USP TA20
<br />
<br />t
<br />
<br />11'-0' MAX,
<br />
<br />t
<br />
<br />-
<br />
<br />END JACK \
<br />
<br />
<br />~
<br />
<br />-
<br />
<br />~
<br />~
<br />t.:5
<br />0..
<br />'E
<br />
<br />-
<br />
<br />
<br />~ORN," JA"" _ K
<br />
<br />,,-
<br />
<br />HIP
<br />. '\. JACK
<br />'(
<br />
<br />UPLIFT CONNECTIONS FOR
<br />TYPICAL HIP FRAMING
<br />
<br />TRUSS ANCHOR do:
<br />TRUSS (TYP,)
<br />
<br />I ~ ~'nAL '.STURe ""'"
<br />
<br />I ~ _ ~ c, ~- )--~-~- ~-- ~ ,.-kJ
<br />
<br />I:' ~~~ ,},:,~ 'ri~4""':,"'J>":."~'" I, ""~~,,, ",,:,~~EINFORCED
<br />~..- ~ '0" I . ' -""7
<br />" , . .. " , . ....' , BOND BEAM
<br />I I L,:--.. I AT ROOF
<br />I I I I I ~
<br />I I I PRE CAST
<br />LI N TE L
<br />
<br />~
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<br />.
<br />
<br />I
<br />I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />8" THICK CONCRETE MASONRY UNITS
<br />COMBINED l1E BEAM/
<br />L1N'lEL
<br />
<br />WALL SECllON lHROUGH SAY WINDOW
<br />
<br />SHEATHING W/ LONG DIMENSION U5f'TA20 V
<br />PERPENDICULAR TO F~AMING de HURRlCANe Tie
<br />END JO'~TS STAGGERED, F~STEN~8d
<br />NAILS 6 I) EDGES AND 12 AT
<br />INTERMEDIATE FRAMING, ..:
<br />
<br />I?,' ~ R30 INSULATION
<br />vARmsl -;OOOO(J( Jt
<br />~ _____ ~ ~ -I-- 5/8" DRYWALL
<br />~ t-...... ~1' X 4' PT NAILER
<br />Jqj(~?Q0 I . ~ - ~~N\8~ ~ICl19f~~1cg~c~t~~R
<br />::----- '0:.:: t-...... ~ 1" XZ' PT FURRING
<br />" c;?) ~~~. X 4' PT NAILER
<br />
<br />gs ~~ ~8" PRE CAST LINTEL
<br />S2.5 ~2' X 6' NAILER ATTACH W/ HILTI DX FASTENE
<br />
<br />~ I"----.. ~ " X2" PT FURRING
<br />2 VARIES XI^ I -------- " X 4' PT NAILER
<br />B 1/
<br />~ ALUM, FACIA-SOfFIT! I
<br />
<br />-!
<br />w
<br />W
<br />W
<br />~
<br />
<br />FLAT CONCRETE TILE OVER
<br />19 Ib FELT PAPER OVER
<br />5/8" CDX PLYWOOD
<br />OR
<br />FIBERGLASS SHINGLES OVE!'3
<br />15 LB, FEU p, ON 15/32
<br />PLYWOOD SHEATI1ING
<br />
<br />METAL MOISTURE BARRIER
<br />USP HCDP
<br />HURRICANE ANCHOR
<br />
<br />METAL DRIP EDGE
<br />ELEVATION r~ ~
<br />YARIES -V 'u_,~
<br />
<br />-
<br />
<br />2-2" X 10' HEAD,
<br />
<br />5/B' STUCCO ________
<br />
<br />f-
<br />I
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<br />W
<br />I
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<br />H
<br />Q!
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<br />~
<br />
<br />CONC, SILL
<br />
<br />COLUMN SEC"nON
<br />WI PRECAST LINTEL
<br />
<br />COLUMN SECTlON
<br />WI WOOD BEAM
<br />
<br />USP T A20
<br />HURRICANE TIE
<br />SlE WALL SEO'O"~
<br />
<br />
<br />
<br />
<br />
<br />-~LEV",," ~: 1---------,. PRE CAST u"m
<br />W/2 115 REBAR &:
<br />YARIES fILLED wi CONCRETE
<br />
<br />=+'"
<br />
<br />SEE WALL SECTION
<br />
<br />
<br />~
<br />
<br />ELEYATlON ~ V
<br />YARIES - .~ J:5
<br />Or--
<br />~~ / '.\ ' ~TA20 gsP OR
<br />CEMENTITIUOS COAT FINISH/ /. ~ ~HETA2 SIMPSON
<br />
<br />1/2" PLYWOOD / i= r.FMENnnous COAT FINISH
<br />, /2' PL YWOOO
<br />
<br />2- 2"x12" WOOO BEAM i=
<br />
<br />RTlSF U,S,P, OR
<br />H10 SIMPSON
<br />
<br />@ 5" 0,0,
<br />
<br />8' X 8" CONC, BLOCK COLUMN
<br />W/1 115 R, FROf.l FOOT
<br />TO U BEAM
<br />OR.
<br />B' X 16' CONC, BLOCK COLUMN
<br />W/2 15 R, FROM FOOT
<br />TO TIE BEAf.I
<br />
<br />L------ ------ MARBLE STOOL
<br />
<br />/ l' X 2" PT FURRING
<br />
<br />V - ~ 4,2 ALFOIL INSULATION
<br />I _____ ~ '/2" DRYWALL
<br />V ~ -----~ ~1' X 4' PT BASE NAILER
<br />--- /~ / BASE BOARD
<br />
<br />c ~ ~ ~~?g:^~~~~~~QL6IA'
<br />52 ::? i Min, Embedded
<br />~ -----
<br />
<br />~ ~ ____4' THICK (3,000 PS,I.\CONC, SLAB W/
<br />(J,O' F,F, nN, . ----:;::.~ wi l' LONG FIBER MESH OR 6X5 1,4 ~ 1.4
<br />~ _______ _____ vtwr ON ,6 VAPOR BARRIER LAPPED 6
<br />-V ~ .' AND TAPED OVER CLEAN COMPACTED TERMITE
<br />~ FINNISH GRAD~\ , " / .. =:.:".,., , , '" ~ TREATED FILL
<br />
<br />
<br />i\J /2 0 ANCHOR BOLT @ 20' 0, "'," . " ','
<br />
<br />
<br />NO VEGETAL MATERIAL
<br />CLEAN POISONED de COMPACTE 12' , P' ~2 11.5 REBAR CONT
<br />SOIL (COMPACTED TO 95)1) 'f -" - 3" MIN, COVER . ,
<br />
<br />=F
<br />
<br />~t~~~~~~ ANCHORAGE
<br />
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<br />
<br />po
<br />
<br />I--
<br />
<br />Cli
<br />I()
<br />..
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<br />
<br />4' TI1ICK (3,000 P,S,I.)CONC, SLAB W/
<br />rW/ ," LONG FIBER f.lESH OR 6X6 1.4 ~ 1.4
<br />WWf ON ,6 YAPOR BARRIER LAPPED 6'
<br />II AND TAPED OVER CLEAN COMPACTED TERMITE
<br />II TREA TED FI LL
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<br />
<br />0'-0' F,F, ELEV,
<br />
<br />20'
<br />
<br />4 115 REBAR EACH WAY
<br />
<br />:)
<br />
<br />VERTICAL WALL CONT. REINF.
<br />
<br />BOND BEAM
<br />STANDARD r100K
<br />~
<br />
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<br />
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<br />
<br />90
<br />
<br />t
<br />
<br />48'
<br />
<br />#5 REINFORCING BAR-
<br />
<br />BOND BEAM
<br />
<br />2 - 1/2" ANCHOR BOLTS
<br />
<br />~.
<br />
<br />It]
<br />J.- ·
<br />------- "--./
<br />
<br />#5 VERT, IN CONC,
<br />FILED CELL DIRECTLY
<br />BELOW BEARING
<br />
<br />~
<br />
<br />PARTITION WALL
<br />
<br />INTERIOR BEARING WALL
<br />A T GARAGE
<br />H2.5 SIMPSON OR HCOP U,S,P,
<br />INSULA TION
<br />
<br />H2,5 SIMPSON OR HCOP US,P,
<br />/
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<br />
<br />TRUSS BOTTOM CHORD OR 2' X
<br />4" BLOCKING W/ 2 - 16d TOE
<br />NAILS @ EACH END
<br />
<br />IN SULA T10N
<br />
<br />--"""
<br />
<br />~)(){)()()(
<br />
<br />r-("""""r
<br />,I()( j()( )()/::h
<br />\ TRUSS BOTTOM HORD OR 2X4
<br />BLOCKING WI 2 16d TOE NAILS
<br />\ @ EACH END
<br />
<br />
<br />\,oOUBLE TOP PLATE
<br />
<br />NOTE: Z - , 5d NAILS @ 24'
<br />O,C, OR EQUAL TO TRUSS
<br />BOTTOM CHORD OR BLOCKING
<br />CAN BE USED UN LIEU OF
<br />SIMPSON STC STRAP
<br />
<br />/
<br />
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<br />
<br />,
<br />
<br />
<br />DOUBLE lJP PLATE //I.~,
<br />iP
<br />,~
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<br />H2,5 SIMPSON OR HCDP US,P, if2
<br />Ip R11 INSULATION
<br />i~V
<br />i~ V2" X 4' STUD ~ 16' O,C,
<br />
<br />it<
<br />. i-'C
<br />;~
<br />I~/
<br />I~
<br />I~
<br />11'-.......
<br />1:<
<br />! 5 V 1/2" DRYWALL
<br />
<br />i~
<br />IF;-
<br />Ie: 1/Z' . X 8" ANCHOR BOLT @
<br />{: 24' O,C, W/ 2'. X 3/16' PLATE
<br />H2,5 SIMPSON OR HCDP U,s,P':p. WASHER
<br />
<br />~ 1~~2" X 4" PT PLATE
<br />
<br />"". I / /,6 X 6 W1.4 X W1,4 OR FIBER
<br />.. V // MESH
<br />
<br />l~r I /.' /fl:' 4 I
<br />(T~~ ~w, ',:~ , '
<br />
<br />- /' ;;0)>':
<br />.. '~ {fA
<br />2 115 CONT, .. 'r~ 1~' ';::
<br />1 1
<br />
<br />'~~'~", ,'" '~~
<br />
<br />\411 THICK (3.000 P.S,I,)O NC, SLAB WI
<br />WI " LONG FIBER MESH OR bXG 1.4)( 1.4
<br />WNf ON GtTlm VAPOR BARRIER LAFPED G'
<br />AND TAFED OVER CtlAN COMPACTED TERMITE
<br />1 REAT ED filL
<br />
<br />b,
<br />
<br />CONC, BLOCK COLUMN
<br />: _________ f6'l &~A~' FROM FOOT
<br />
<br />F
<br />
<br />~
<br />
<br />f=
<br />
<br />F
<br />
<br />4' (2.5pO P,SJ)CONC, SLAB WI
<br />6' 1< 6 - W1. 4 'X W1.4 OR FlB(R
<br />MESH ON 6 MIL VAPOR BARRIER OVER
<br />CLEAN COMPACTED TERMITE
<br />TREA TED FI LL
<br />11
<br />
<br />f=
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<br />H2~ SIMPSON OR HeOp U,S,P, INSULATION
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<br />M,IX
<br />, HZ,5 SIMPSON OR HCOP U,S,P,
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<br />1\ OOUBlE TO<' PLAIT
<br />
<br />NOTE:
<br />HIL TI 1/2' . KI'lK BOLT II W/ 8'
<br />MIN, EMBEDMENT MAY BE USED
<br />IN LIEU OF ANCHOR BOLTS,
<br />
<br />(1) ROW 2X4 BLOCKiNG @ MID
<br />HGT, FOR WALL HGT, < 8' - 6",
<br />(2) ROWS 2X4 BLOCKING @ 3rd
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<br />STAGGERED FROM BOT, PLATE
<br />TO CONCRETE
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<br />NOTE:
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<br />WITH 16 - 1Dd X , - 1/2' MAY
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<br />BOlTS, PROVIDED HETA20
<br />EXTENDS UP STUD,
<br />SIMPSON H2,5 ARE NOT REQUIRED
<br />W/ THIS ALT,
<br />
<br />10
<br />10
<br />10
<br />10
<br />
<br />LA TERAL
<br />UNSUPPORTED
<br />STUD HEIGHT (FT,)
<br />
<br />SUPPOR~NG ROOF AND
<br />CEILING ONLY
<br />(IN)
<br />
<br />24
<br />24
<br />24
<br />24
<br />
<br />STUD
<br />SIZE
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<br />3x4
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<br />25' MIN, LAP
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<br />Z" X 4" STUO
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<br />
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<br />V (1) ROW 2X4 BLOCKING @ MID HGT, FOR WALL
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<br />SPACE ANCHOR BOLTS ~ !j
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<br />16
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