|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) V
<br />ARIES
<br />ZT Y P 7.)
<br />INSU ION LE
<br />5/8" OR 1/2" HIGH -----
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O,C. WALLS /
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL-J
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />(1) #5 VERT. IN FILL
<br />,___1 MONO OR STEMWALL____1
<br />1/2" GYPSUM WALLBOARD CELLS(SEE
<br />FOOTING MONO SHOWN
<br />U.N.O.
<br />FOUNDATION PLAN FOR CLARITY
<br />FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />1x4 P.T. BASE NAILER
<br />NOTE:
<br />3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY
<br />co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR
<br />111
<br />11t
<br />MUNICIPALITY. CURB DUE TO SLOPE IL-11111
<br />_ -
<br />LU FRAME WALL TO C.M.U. WALL CONNECTION
<br />CONCRETE SLAB W1 6x6 0- /-NOTE:EXTEND rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />00
<br />6 x 6 W1.4 x W1.4
<br />C? 31/211 WWF OR FIBERMESH
<br />6 M IL VAPOR--' (min.) 4"--.\
<br />A
<br />BARRIER
<br />CN
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT
<br />ON 3" CHAIRS TYP. V-4" STD. 90 HOOK (SEE
<br />U.N.O. I DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" V-0"
<br />IN,�3
<br />2x#2SPFSTUDS
<br />@ 16" 0. C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />ON 3"
<br />(1) LAYER TYPE 11 (#30) (2) #5 CONT
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.)
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE 11 1
<br />(#15 OR #30) UNDERLAYMENT
<br />:=I
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />7ff
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT.FORWALL HGT. !g 8'-6".(2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN,) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />b.
<br />9
<br />A I FTWEII I Eld I M
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />//�-SHINGLE ROOF
<br />WALL W/OUT UPLIFT
<br />7/16" 0 ' S.B. MIN. SEE ROOF rG G
<br />NAILING SCHEDULE ON SHT,
<br />SN1 ELEV.VAR
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />12" N.O.. 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />SEE CC/S3 OR
<br />G/S3 FOR ANC HOR
<br />8" C.M.U. TYPICAL
<br />BOLT INFO,
<br />(IF NO UP LIFT ON
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP.
<br />ARCHITECTURAL
<br />--------FINISH
<br />SCALE: 3/4"=1'_0"
<br />S3
<br />F
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2xS.P.F.STUDS 16"O.C. BOUNDARIES, F O/C EDGES, AND 12" O/C FIELD.
<br />A -
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />I
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />USP SPT24
<br />CONNECTOR
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />5/8- x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />ELE -01,
<br />V� ol
<br />(ALT: 1/2"xl 2" TITE N H D @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" 0,C.) 2"
<br />A. F. F.
<br />z
<br />3 1/2" M IN.
<br />ELEV. -0'-3 1/2"
<br />A.F'F
<br />LL
<br />C14
<br />00
<br />OPT: DEPRESS SLAB 5Y2" DEEP
<br />AND 6" BEYOND DOOR TO -
<br />RECEIVE PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS�\
<br />BLOCK WALL BEYOND
<br />14"
<br />== TO.H.D. RECESS
<br />Cl)
<br />4"
<br />C?
<br />SEEA1S3ORJ/S6-` LI:T--,l L=IIFI ILI-1 Tzij�_IGIFI I -IP
<br />L3
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' .8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8"OR 1/2" HIGH STRENGTH
<br />W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O,) (OR %" GYP. TYPE "X" @
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24
<br />CONNECTOR
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < F-F. (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > F-13".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />USP SPT22 CONNECTOR
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/-
<br />2x3/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE
<br />(ALT: 1/2"x`12" TITEN HD @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />6 x 6 W1.4 x W1.4
<br />@ 24" O,C.)
<br />WWF OR FIBERMESH
<br />V2"(min.)- 4"
<br />Ih
<br />3 1/2"(min.). -
<br />LIU-_ 4 1 I=.j 1 -111 111-11
<br />-111 11 1 =1 I
<br />-T I
<br />fill III If I I
<br />(2) #5 CONT.
<br />4 1141 8
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP (@ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />00
<br />8" C M U
<br />(2) ROWS OF 2x LOCKING @
<br />2x STUDS @ 16" O/C
<br />THIRD POINTS
<br />//7..,
<br />1 "x P'T'S'
<br />TUD
<br />ULATION PER CHART ON FLOOR PLAN
<br />�/M_
<br />#5 VERT IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />"J"
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SP SPT22 @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />X P.T. PLATE
<br />20" MIN. LAP [24- MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />EE P SCREED INSTALLED
<br />BAR
<br />2x P.T. PLATE
<br />-1
<br />FINISHED
<br />E
<br />PER MANUF.
<br />""-#3 OR #4 REINFORCING BAR
<br />�ASSUMED
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 M:N. Fy= 40ksi
<br />FINISH GRADE 00
<br />25" MIN. LAP [39'MIN. LAP]
<br />[GRADE 60 M N.
<br />I>
<br />C0
<br />6 MIL VAPOR BARRIEF:�
<br />I> v
<br />Bo
<br />z
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />t, I>
<br />�d 1=1 I 1=1 I I -I I I
<br />#5 LAP SPLICE
<br />I>
<br />��j 1 -111 F
<br />36" MIN. LAP [36" MIN. LAP]
<br />, COMP. SOIL. (COMPACTED TO M
<br />P__ 1
<br />�f EI Ll Eir LAI =P I � iIi - L-IrF, 1 95% MODIFIED PROCTOR ASTM
<br />D1557) _11
<br />L
<br />I I I- =11 1�= I E9 I F 4" 1'4"
<br />11 1111
<br />11 Ill-
<br />-
<br />SCALE: 3/4"=V-0"
<br />GRADE
<br />(1) #5 R BAR w/ OPT.
<br />-SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0"
<br />S3
<br />EXPANSION JOINT
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />.61 4 -
<br />00
<br />SEE A/S3 OR J/S6 -I L :IT-F, Ri-IT
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />2'
<br />1/2" FROM SLAB
<br />HOLD GYP. BD.
<br />CONT. BEAD SEALA�
<br />-so _._jj
<br /><
<br />INTERIOR
<br />4 -3 1/2"
<br />4
<br />CONCRETE NAILS W 1 1/2"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />C
<br /><4
<br />TENSION 120#) ONCRETE SLAB
<br />0?
<br />E-
<br />t4
<br />6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG
<br />SCALE: 314"=V-0"
<br />2X STU DS @ 24" 0. C. U. N. 0.
<br />GARAGE
<br />�'-1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />6x6W1.4x
<br />W1.4
<br />WWF OR FIBERMESH
<br />1 4
<br />K.
<br />S3
<br />3 1/2" MIN.
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />---(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < T-13". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8�-6'%
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />---USP SPT22 CONNECTOR
<br />/,,,2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />/WWF OR FIBERMESH
<br />(2)#5CONT.
<br />41" 1�1
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (a STEP
<br />%Z�
<br />SCALE: 3/4"=V-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br /><
<br />END OF 2" x PLATE
<br />LU
<br />�2
<br />I
<br />I 1 1111 -
<br />IL
<br />U)
<br />11_ I I =-
<br /><
<br />Uj
<br />Uj
<br />J)
<br />1/2"(min.)- 4"
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. !� 8'-F. (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > T-13",
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8- EXPANSION BOLT @24 " O.C.
<br />W/ Tl EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 26004)
<br />E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C1.)
<br />Ill=,,' D11
<br />I -T
<br />(2) #5 CO
<br />ON 3" CHA
<br />NT�-'
<br />IRS
<br />(TYP) 8" 1'41' 8"
<br />.
<br />1
<br />V A A ��4
<br />_�--#6 REINFOR_�ING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING -
<br />REBAR DETAILS
<br />rF
<br />WALL W/ UPLIFT
<br />SCALE: N.T.S.
<br />� �3
<br />SCALE: 3/4"=V-0"
<br />RIES
<br />EE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />A
<br />4
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM 'IV
<br />SEE ROOF PLAN
<br />00
<br />4
<br />q
<br />A
<br />FOR STRUCTURAL
<br />-
<br />C�j
<br />BEAM SIZE & 1
<br />/-2x4 P.T. CONNECTION INFO
<br />I . '. a
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 8.,
<br />MIN 7/16" O.S.B. SHEATHING
<br />FOR REINF. INFO.
<br />COLUMN LOCATION
<br />z ATTACHED PER NAILING
<br />U) 0 OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br /><
<br />> SLAB INFORMATION.
<br />LILI
<br />Uj
<br />LU SLAB STEP & RECESS 65 S.G.D. rM
<br />U)
<br />----,-SEE FLOOR PLAN FOR
<br />SCALE: 3/4"=V-0"
<br />"'I S3
<br />01-01
<br />'FIN. FLR.,-J&
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 114"x3" TAPCONS AT 8"
<br />O,C.
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />MASONRY WALL AND >
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />CONT. FOOTING STEEL
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<br />lumparida
<br />within these drawings comply vri
<br />f3uilding Code - Residential 6th Edition. Engineer's
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<br />ca
<br />0
<br />Z
<br />U-1
<br />::12
<br />< V)
<br />rn
<br />CL
<br />V)
<br />SCALE AS NOTED
<br />DATE 1/5/2018
<br />TECH: MJAMES
<br />VERSION NO.
<br />210
<br />SHEET NO.
<br />S3
<br />:z
<br />ZZ
<br />
|