|
L- - - - - - - - - - - - - - -
<br />(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />7FTY-P7.) ARIES
<br />V
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL, UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />INSULATION LE-
<br />SHINGLE ROOF
<br />/-7/16"0
<br />S B. MIN. SEE ROOF
<br />'SCHEDULE
<br />/-NAILIN6 ON SHT.
<br />SNII
<br />ELEV. VARIES/jdk
<br />5/8" OR 1/2" HIGH-"--'
<br />E2�
<br />ALUMINUM DRIP
<br />STRENGTH CEILING I
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />LUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />r
<br />W/A HABITABLE ROOM
<br />12- 0.
<br />2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />\-SEE SOFFIT
<br />SCREWS @ 7' O,C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X1 6" KNOCK -OUT
<br />INSULATION ER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON F R
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1X2 P.T. HO I INTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90 'HOOK (SEE DETAIL)
<br />PE "S" MORTAR
<br />ARCHITECTURAL
<br />�o
<br />FINISH
<br />1X2 PT WD FURRING @ 24 C.
<br />"0
<br />(1) #5 VERT. IN FILL
<br />1/2" GYPSUM WALLBOARD��-
<br />CELLS(SEE
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1X4 P.T. BASE NAILER
<br />4"X4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />S;
<br />AT GARAGE CONTRACTOR
<br />E �\\ -
<br />MIN PSI MAY VARY PER
<br />U) /
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />�L/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />002
<br />- z
<br />6 MIL VAPOR
<br />BARRIER IE I>
<br />t>
<br />Ed I
<br />COMP. SOIL.
<br />2111-
<br />(COMPACTED 10 959% w: EEI I
<br />MODIFIED PROCTOR
<br />ASTIM D1557)
<br />(2) #5 REBAR CONT 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1-4- STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" V-131" 1,.,. �3
<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" 'ESS
<br />O.H.D. REC
<br />"T z
<br />4"
<br />4
<br />SEEA/S30RJ/S6---'-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (11 STORY) V-8" (11 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. �,S3,/)
<br />ADDITIONAL INFORMATION.
<br />2x#2SPFSTUDS
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE--\
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />I-L >
<br />i LIr=,, LlrFii I - I I I I
<br />8"
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. 15 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 />"reO111 ILI �IFLIII
<br />ll, ::r
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT `GG
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=V-0"
<br />QS 3
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/53 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1 W1
<br />(110) 1 Od NAILS TYP.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />c`)
<br />D
<br />ELEV. 0'-0"
<br />1E
<br />____1
<br />A.F.F.
<br />.4
<br />w
<br />A
<br />��d ...
<br />Id
<br />. ELEV. 4-3 1/2"
<br />z
<br />A-
<br />A'
<br />. ..
<br />A.F.F.
<br />2x4 CONT7-�/
<br />U-
<br />I
<br />-A.
<br />C14
<br />46
<br />GARAGE DEPTH VARIES
<br />A
<br />4&
<br />A
<br />GARAGE SLAB AT STEP
<br />rB
<br />SCALE: 3/4"=V-0"
<br />S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F STUDS 16" O.C. BOUNDARIES, 6" OIC EDGES, AND 12- O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUD
<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 />SIMPSON SP2 wl
<br />(12) 10d NAILS
<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 />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"* x 10" "J" BOLT @ 24" O.C. W/
<br />2"0/116" PLATE WASHER (TYP.)
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />of
<br />@ 24" O.C.) 2
<br />(- 3 1/2" M IN. 1
<br />>
<br />rT
<br />'01
<br />O.S.B.
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />W/ 2-16d TOE NAILS @ EACH END
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10) 10d NAILSWHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < F-13". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1/ "(min.
<br />4"
<br />_UIM, I
<br />114 k111111.).-If ... LLLUTI-FUU171
<br />W
<br />(2) #5 CON I I TT
<br />4$l V-4" 81,
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />0\'lz�v \36ps
<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) SIMPSON SP1 w/
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />�2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />--�11) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />-4NSULATION PER CHART ON FLOOR PLAN
<br />5/8"* x 10" "J" BOLT @ 24" O.C. W/
<br />SIMPSON SP1 w/ (110) 1 Od NAILS
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />__v
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"00'WEDGE ANCHOR x P.T. BOTTOM PLATE
<br />@ 24" O.C.)
<br />6 x 6 W1.4 x W1.4
<br />211
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />ar
<br />I_ _jIIEEIII='�12"(mi .4"
<br />A
<br />;o _r=,tIjI
<br />n.)
<br />17 1�
<br />3 1/2 mi0. = LI U=
<br />I -
<br />-J7=1
<br />LU-...1 J -I I- I
<br />j .1L
<br />=L 1,
<br />(2) #5 CONT. F,,
<br />4"
<br />U.N.O. MIN..
<br />TYPICAL BEARING WALL @ STEP CC
<br />I- A.
<br />C
<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 />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />8" C M U
<br />(2) ROWS OF 2x BLOCKING @
<br />2x STLIDS@ 16" O/C
<br />THIRD POINTS
<br />/7.
<br />1 " x P'. T' S`T U D
<br />ULATION PER CHART ON FLOOR PLAN
<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/ 2"*X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />I
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"4" 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 />SIMPSON SP1 wl (10) 10d NAILS
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2 X P.T. PLATE
<br />20' MIN. LAP [24- MIN. LAP]
<br />#5 REINFORCING
<br />SPACEDEVENLY
<br />FIBERMESH
<br />W EEP SCREED INSTALLED
<br />'VOW 5
<br />BAR
<br />2x P.T. PLATE
<br />A Ki
<br />ASSUMED FINISHED
<br />PER MANUF.
<br />""#3 OR #4 REINFORCING BAR
<br />�GRADE
<br />t>
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />FINISH GRADE 60
<br />2
<br />I [GRADE 60 M IN. Fy= 60ksi]
<br />I
<br />' -
<br />H.
<br />:1
<br />MONO OR STEMWALL 25
<br />MI
<br />. LAP [30
<br />MIN. LA
<br />]
<br />FOOTING MONO SHOWN 4
<br />SN9 -.:.j
<br />;o
<br />6 MIL VAPOR A
<br />FOR CLARITY 117 .. �UE R 17/8"
<br />HLr=tU=71L[=LI_j=- t, 2� #5 REINFORCING BAR
<br />= - 1-1 =1 I -- - 2
<br />b;A 9 Iu=
<br />A
<br />0.9 1 A P R P I I r F
<br />z
<br />NOTE:
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO =1 LLL-_LL1-_ .I I I
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTIM
<br />D1 557)
<br />41-
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />2 LU��tL17=U
<br />LU
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1 4xW1.4
<br />3 1/2" WELDED WIRE MESH
<br />(min.) 4"___1 z
<br />II --'I I i�'i I i-I I P=Trr--7TT;I`\
<br />SCALE: 3/4"=V-0"
<br />S3
<br />a
<br />I GRADE
<br />=1 I 1=1 I 1=1 I I
<br />- L Fllw�=IILIJIF'
<br />')WR1EBARw/OPT.
<br />= �11
<br />T7-'-711-SCREEN ENCLOSURE
<br />MIN.
<br />L
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0"
<br />S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />13" O.H.D. RECESS
<br />x
<br />C?
<br />IZ,
<br />SEE A/S3 OR J/S6 _'tfT_Tj9Ej=FLL!1�=FPI
<br />FOR REINF. INFO. L T' MIN. CLEARANCE
<br />V-4" (11 STC RY)
<br />V-8- (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />.T. 2x
<br />2
<br />4*:
<br />)NCRETE NAILS W 11/2'
<br />4BEDMENT @ 12" O.C.
<br />'AGGERED, FROM BOTTOM
<br />ATE TO CONCRETE
<br />:NSION 120#)
<br />IN. SHEAR 180# MIN.
<br />-1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALAN
<br />INTERIOR
<br />-3 1/2" j,
<br />CONCRETE SLAB
<br />'__1
<br />A
<br />Q!
<br />6 MIL VAPOR
<br />BARRIER
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V_01.
<br />2X STUDS @ 24" O.C. U.N. 0.
<br />GARAGE
<br />�:-11/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />�E!6
<br />W1.4
<br />CONT. BEAD SEALANT
<br />1�6x6W`!Ax
<br />WWF OR FIBERMESH
<br />K.
<br />S3
<br />up
<br />SCALE: 3/4"=V-0"
<br />S3
<br />e
<br />S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 W/ (110)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br /><
<br />END OF 2" x PLATE
<br />a -
<br />w
<br />Lu
<br />0
<br />13- -
<br />U)
<br />a-
<br />5
<br />Lu
<br />w
<br />U)
<br />R
<br />FROMJ
<br />LATE
<br />REBAR DETAILS F
<br />SCALE: N.T.S.
<br />� �3
<br />SEE
<br />FRAME -DOWN FALSE BEAM wl (3) PLAN"' ,,--SEE ROOF PLAN FOR
<br />10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION
<br />AT 24"O.C. MAX. x, INFO & LAYOUT DESIGN
<br />SEE PLAN FOR J4 _x
<br />TOP OF BEAM IV
<br />SEE ROOF PLAN FOR
<br />STRUCTURAL BEAM
<br />SIZE & CONNECTION
<br />INFO
<br />2X4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />U)
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />COLUMN LOCATION
<br />w
<br />-_
<br />I§
<br />SCHEDULE
<br />w
<br />_j
<br />w
<br />w
<br />SEE FLOOR PLAN FOR
<br />w
<br />U)
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />SECURE 2X4 P.T. BTM. PLATE
<br />ATTACHMENTS & 18/D1
<br />w/ 1/4"x3"TAPCONS
<br />FOR COLUMN TO BEAM
<br />AT 8"O.C.
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />CMU BLOCK BASE, SIZE
<br />N FOR SIZE AND
<br />REINFORCEMENT (MIN. (2) #5
<br />VARIES PER PLAN - SEE
<br />PLA
<br />VERTICALS FILLED SOLID)
<br />BRICK PAVERS OR SLAB PER
<br />COMMUNITY SPECS
<br />0'-0" FIN. F
<br />SEE FOUNDATION CONC.
<br />..116 PADINFO.
<br />TAPERED COLUMN FRAMING (CD�12
<br />SCALE:&,!'� V-0*
<br />1\�_j
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH co
<br />-
<br />Ir IEE
<br />'ZI I I I �lfffm I �111 1
<br />(2) #5 CONT.-f
<br />ON T' CHAIRS L8,, 1.
<br />-4
<br />8
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT G
<br />SCALE: 3/4"=V-101"
<br />S3
<br />co
<br />11/2" RECESS FOR
<br />S.G.D. (U.N.O.)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBE
<br />RMESH �Q
<br />I cv)
<br />SEE AIS3/J/S6 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. ��M
<br />SCALE: 3/4'q=1'-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL-
<br />00 QRADF
<br />UJI A,
<br />__j
<br />Z
<br />if I-- UJI
<br />o-
<br />0 UJI
<br />Lu Lu
<br />(n r
<br />00 0
<br />u- U)
<br />PAD REINFORCEMEN
<br />(SEE SCHEDULE) F
<br />PATIO COLI
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD ;E
<br />MAT REINFORCING. Q
<br />w
<br />z
<br />FOOTING
<br />BEYOND
<br />MIN. CLEARANCE
<br />SCALE: N.T.S.
<br />RAN //I
<br />C t,
<br />z 3 6-.p�
<br />7:: � -A% 4
<br />0 OF
<br />-00 ;A%*- A�,
<br />�� io;-
<br />/Z
<br />/7
<br />'o, ft.
<br />6 WA IC CC'S �\\
<br />5
<br />< OQ 0 Z, tz
<br />F_ e �- e. "t - z
<br />I. zo '-' -0 0
<br />3" >0 E2 2 L,
<br />2
<br />RR9 tzWzo
<br />>,c , s 2F.L^.d u
<br />X_ !Z� 0
<br />0, 0
<br />_n-w
<br />1�05,0,02t
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<br />P;eo z wz W, >- 9 - 0
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<br />5= LD T t a
<br />z- <z
<br />UWL - -<
<br />>.,n Z 5, zow 0
<br />in D w Mzz�q UJI
<br />w 0
<br />=w, >
<br />w =) <
<br />w w Lu
<br />0-l- V)
<br />00 r-4 CN
<br />ILD r-4 11.0
<br />M C*4 M tD
<br />Ln 00 00
<br />uj uj uj
<br />v! cl� cl� c�
<br />ne < 6
<br />MMMMMM uj 2w '000 Lmon U-J 0 z
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<br />Z 0 ;� 00
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<br />SCALE AS NOTED
<br />DATE 03-11-2019
<br />SHEET NO.
<br />S3M
<br />I I
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