|
5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />„ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />OR 1/2 HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />W/ 2-16d TOE NAILS @ EACH END
<br />2-16d TOE NAILS @ EACH END
<br />U.N.O.) (OR / GYP. TYPE X @
<br />(U.
<br />(
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE
<br />(1) USP HTW20 WHEN
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) USP HTW20
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />TRUSS ALIGNED WITH STUD BELOW
<br />LE
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />CONNECTOR
<br />2"x S.P.F. (OR EQUAL) STUDS
<br />@ 16" O.C. U.N.O.
<br />USP SPT24
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />CONNECTOR
<br />U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />_I
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'4', (2) ROWS 2x BLOCKING @ 3rd PTS
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH
<br />FOR WALL HGT. > 8'-6".
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. _
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />SP SPT22 CONNECTOR
<br />�
<br />5/8"° x 10" "J" BOLT
<br />@ 24" O.C. W/ SP SPT22 CONNECTOR
<br />@ 6" MAX FROM END OF 2 x PLATE �
<br />�'
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3"
<br />() 6 x 6 W1.4 x W1.4 r
<br />CHAIRS TYP. M
<br />A
<br />''
<br />c'
<br />ELEV.
<br />(ALT: 1/2"x12"TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />"
<br />UNDERLAYMENT FOR ROOF
<br />WWF OR FIBERMESH
<br />1 1
<br />1D
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />x6W1.4xW1.4
<br />O.C. OR 5/8 x10 WEDGE ANCHOR
<br />6x6W14xW14
<br />' �
<br />.. '
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<br />° ° � °
<br />A.F.F.
<br />@24"O.C.)
<br />2��
<br />WWF
<br />F OR FIBERMESH
<br />@ .
<br />2„
<br />WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />_ ° 6
<br />� o
<br />=L� I I=I I W I I= I I
<br />I I D I I=1I=I I=1
<br />Ti=I I I=I I I —� D • II= I I I-1
<br />All
<br />° °
<br />° a
<br />° d
<br />° ° °
<br />° ° ` ° ° ° ° d a ° 4
<br />° a
<br />°d °
<br />�
<br />ELEV.-0'-31/2" Z
<br />d o
<br />A.F.F.AFF
<br />3 1/2" MIN.
<br />. P.
<br />3112"MIN.
<br />°
<br />REQUIREMENTS SEE R905.
<br />12
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />=I I —,I I III -I ° _ - - I
<br />III=11—I I I I-1 —I I —I I I I'
<br />I—
<br />= I r=III—III-J III III 11I--�I I
<br />°
<br />° °
<br />°
<br />a
<br />2x4 CONT. ° ° d
<br />° ° ° ° ° d ° ° a °
<br />I I° ° ° a °
<br />o
<br />N
<br />—
<br />31/2"(min.) 4 ICI—I�I
<br />• ° —I =II I II I��fii11 �31/2"(min.)-
<br />I I I=1 I I�
<br />4"
<br />31/2"(min.) - 4"
<br />- D ° ° • . ° ' - II i�� '31/2"(min.)
<br />-
<br />=I
<br />(TYP.) VARIES
<br />ZZ HURRICANE ANCHOR EACH
<br />@
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />-III=T��1 I I I- III—
<br />8 11 _I I t-I I I t I I I
<br />° d ° a
<br />GARAGE DEPTH VARIES °
<br />°
<br />- —I
<br />—III—I I 1 I I
<br />-I I � j I I I �I=�=III III -III III
<br />T =1 � I=1 - I� I I I III I�T
<br />METAL PL. UNDER EA. TRUSS
<br />° °
<br />° °
<br />g
<br />1— =1 =III—III—III-1
<br />� i �—•
<br />(Z) #5 CONT.
<br />I =111-1
<br />11 I r
<br />' I I ITI I=III-I I �I I I —I I=I II
<br />4' III —I IJ,4�11—f
<br />(2) #5 CONT. �� I "
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />4"
<br />1'.4"1
<br />1'-4" 8"
<br />MIN.
<br />INSULATION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG�
<br />GARAGE SLAB AT STEP rB
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />MIN.U.N.O.
<br />STEP SHEARWALLrc,��TYPICAL
<br />BEARING WALL @ STEP CC
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />„= , „
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3
<br />„_ V_ "
<br />SCALE: 3/4 -1 0 53
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0"12 S3
<br />`
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />Uo�sBOARD
<br />STRENGTH CEILING
<br />EDGE
<br />�,5
<br />PER CODE OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />\12'N.O.
<br />LUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />\ �o MAN 00S
<br />CION
<br />1 ROW 2x BLOCKING MID HGT.
<br />() @
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />(2) ROWS OF 2x BLOCKING @
<br />2x STUDS 16" 0/C
<br />@
<br />\
<br />FOR WALL HGT.
<br />NOTE:7
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS
<br />TO FOOTER BELOW 90 Fi00K DETAIL
<br />USP SPT22 CONNECTOR SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8"- EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />( IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR
<br />TYPE 'IS" MORTAR
<br />WALL SEE GGlS3)
<br />(6)1/4"x31/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP)
<br />3500#, MIN. TENSION 2600#)
<br />SPACE ANCHOR E
<br />*USP SPT22 TYP. SPACED EVENLY
<br />FIBERMESH
<br />#5 REINFORCING
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />r
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />BAR
<br />W
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />ch ,
<br />1x2 PT WD FURRING 24" O.C.
<br />@
<br />ARCHITECTURAL
<br />FINISH
<br />ASSUMED FINISHED
<br />° ° GRADE
<br />'_ D D D .
<br />N ..
<br />PER MANUF.
<br />z_
<br />#3 & #4
<br />#3 OR #4 REINFORCING BARLU
<br />LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi a-
<br />D ° p
<br />III o
<br />I I
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL ° z
<br />�
<br />°
<br />, ,
<br />r 1
<br />t� — — — -0 D.
<br />1 I— ..
<br />I=I I
<br />FINISH GRADE °O
<br />25" MIN. LAP [30"MIN. LAP]
<br />[GRAbE 60 MIN. Fy= 60ksi] a
<br />g
<br />W
<br />��=III=� I I 1=III=I = -'
<br />II I I —III— I I o • I 11�-III=I I II-1 T
<br />—1=III I I —I III I =III-1
<br />I ° T
<br />I
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN p p °o o
<br />FOR CLARITY ° D ___
<br />°D _ _ _ _ _
<br />D =III=III= I= = =�
<br />_I
<br />6 MIL VAPOR BARRIER ,= 11 III P n. °
<br />I I I
<br />III
<br />I I=III- I I=1Il
<br />III—III=111=III=,
<br />__ _— _ __ �, z r
<br />I
<br />#5 REINFORCING BAR
<br />Lu
<br />R 1 7/8" `�
<br />_
<br />I I W I - -
<br />I I III=III=III=I I I1=III III-
<br />—
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° III=III=III-I I1=III=III- z
<br />° -_ -_ - -_ - - -
<br />ICI ICI ICI ICI III I �
<br />1 D
<br />I •
<br />) II=I�l=III�I I I1� ''
<br />#5 LAP SPLICE
<br />2 #5 CONT.
<br />„
<br />ON3 CHAIRS
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE: ° D�
<br />g III —I I —I I I —I I I —I I=I I I= N
<br />*FOR BEARING WALL -III=III= I= I=
<br />I I D e
<br />COMP. SOIL. (COMPACTED TO -_ _
<br />I
<br />I I =1�=T 1=T
<br />_
<br />36" MIN. LAP [36" MIN. LAP]
<br />" „
<br />(TYP.) g 1 g
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />=
<br />_ _ _ _ _ - -_ _ -I
<br />W/ UPLIFT ONLY - - - -
<br />95% MODIFIED PROCTOR ASTM
<br />I
<br />l III=I(1=I�=11I J=T-
<br />10"
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />cn
<br />_ _ _ _ _ _ _ _ -_--
<br />III=III=111=III-111=III-III-III-1 � I=I � I=III=I 11—I � 1=I 11=I � I� ,I I
<br />=1 -III— I=I =1 = = = I —I I— =III=III—I =1 IF
<br />D1557) I I —I 1 I —III —I 11—
<br />4" 1'-4"
<br />11 111
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POURI1,-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLABW/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<br />WALL W/UPLIFT rG
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />CV � � •� n
<br />- Z
<br />6x6W1.4xW1.4
<br />SEE PLAN
<br />__
<br />VARIES
<br />11/2"RECESS FOR 6x6W1.4xW1.4 _
<br />D
<br />I —
<br />I
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />/-SEE ROOF PLANS.G.D.
<br />(U.N.O.) WWF OR FIBERMESH N
<br />6 MIL VAPOR — D
<br />= = z
<br />min.) 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />C
<br />A
<br />e
<br />BARRIER II D : C �• 4 I N
<br />- a a a GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFON
<br />COMP. SOIL. ° _
<br />(COMPACTED TO 95% —I I I=III=1 I-
<br />T
<br />°� __ - = - -_ • - -
<br />=—_ — _ I I I -I i I -I i 1 1 i I'
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />a -
<br />a "11
<br />fflrLl T1 f TF,
<br />_ - - - - -(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />__ - - a.: ° a a - I I-L'-II
<br />MODIFIED PROCTOR
<br />D1557)'
<br />FL =I II F SCr�2EE�N ENCLOSURE
<br />—' —► f--I I II=1 I I— '
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />:- �, LI III-J-�-I I=1III 4ASTM
<br />3" MIN. CLR.
<br />T d
<br />(2) #5 REBAR CONT.
<br />—, i-
<br />4
<br />2xaP.T.
<br />CONNECTION INFO
<br />M = I •.
<br />III-
<br />ON 3" CHAIRS TYP. L4- 1'-4"
<br />U.N.O.
<br />STD. 90 HOOK (SEE
<br />DETAIL)
<br />MIN.
<br />? 6TE
<br />O.S.B.
<br />I I
<br />_ _
<br />TEAM
<br />I
<br />1
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=I I I -� I I=I
<br />SEE A/S3/J/S61� -
<br />MIN 7/16" O.S.B. SHEATHING
<br />g
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE rL
<br />COLUMN
<br />LOCATION
<br />�LOCA
<br />o
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO. OPTION #1
<br />SCALE: 3/4" = V-0"
<br />S3
<br />, _
<br />SCALE: S3
<br />cn
<br />W
<br />~
<br />>
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />>
<br />SLAB INFORMATION.
<br />2" HOLD ROM SLAB
<br />Uj
<br />SLAB STEP & RECESS S.G.D. rM
<br />0 CONT. BEAD SEALANT
<br />SEE FLOOR PLAN FOR
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />SCALE: 3/4"=V-0" S3
<br />AND 6" BEYOND DOOR TO
<br />¢
<br />STRUCTURAL COLUMN SIZE
<br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />2X STUDS 24" O.C. U.N.O.
<br />° INTERIOR @
<br />& BASE CONNECTION INFO.
<br />CONCRETE SLAB
<br />EXPANSION JOINT _
<br />° a -3 1/2"
<br />PLATE
<br />MASONRY WALL AND
<br />14"
<br />O.H.D. RECESS Z
<br />13"
<br />O.H.D. RECESS E =
<br />a
<br />GARAGE
<br />rl
<br />wE 1/4" 3'2TAPCONS AT 8
<br />PAD FOOTING
<br />PAVERS
<br />_`I
<br />v
<br />`=
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />O.C.
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />`o
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TRIM PER PLAN
<br />TO FOUNDATION PAD _ v
<br />`�' .
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />—I I —I I a, •, y. -� . - -
<br />L—
<br />�l I -II
<br />_I I I �-�� :.j : . ,:; -
<br />-
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180#MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT --
<br />_
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />_ Z
<br />00 M
<br />GRADE- - a Q °
<br />.:
<br />�.� 4 I
<br />�.:.
<br />C9
<br />r
<br />-
<br />_I _� �.� 4 Ij oo
<br />T
<br />TENSION 120#) CONCRETE SLAB
<br />6
<br />w/ MIN. 2 #5 VERTICALS
<br />LU
<br />I II I °
<br />II II II
<br />1=1 1=I � — —
<br />1=1I I E--I I ' .: :. I— I �
<br />I
<br />ad
<br />x 6 w1.4 x w1.4 N
<br />o �
<br />=
<br />a °• II I
<br />t •, ,''
<br />•�•. I —I I
<br />i ,. •, '. ' -I
<br />��•
<br />=
<br />a .= ,-
<br />WWF OR FIBERMESH
<br />FILLED SOLID
<br />Z
<br />w
<br />II I II I II I II II w
<br />v
<br />III —III =1 =1 I1-
<br />—I 11=1 I I-
<br />7�I I , . ': �I-1
<br />"' - _ _
<br />_ _ _= i-
<br />=III=1
<br />_ °
<br />a
<br />BRICK PAVERS or SLAB PER
<br />o w �
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 314"=V-0" S3
<br />SCALE: 314"= r-0•
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />SCALE : AS NOTED
<br />DATE : 1 /4/2018
<br />TECH: ERAN D
<br />VERSION NO. 10
<br />SHEET NO.
<br />S3
<br />ii Iii�TTliilp ul,i,n1611i _:fir 'I� I
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