|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INSU
<br />5/8" OR 1/2" HIGHS
<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
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) LAYER TYPE II (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIESjdk
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />12" N.O..2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"&'X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />�8" C.M.U. TYPICAL
<br />---TYPE "S" MORTAR
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<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 />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />NOTE:EXTEND
<br />WIBERMESH" .4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />GRADE
<br />c
<br />il
<br />r r• o D
<br />°°
<br />l
<br />III=1 I I=1 I I
<br />a
<br />6 MIL VAPOR :IIIE °
<br />BARRIER III ,' C IIIII
<br />_ D
<br />I I (=
<br />CV
<br />COMP. SOIL. IIIII °
<br />(COMPACTED TO 95% —I I I I =1 I I=1 I I 11=
<br />MODIFIED PROCTOR III III I I1=1I 1=1 I I
<br />I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" V-4"
<br />STD, 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS
<br />�M
<br />2x #2 SPF STUDS -
<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 />D �
<br />1=IIII—III—I m
<br />-I
<br />1.;,111��,11111,1111�1� I
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. < 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH
<br />— III —III —III=
<br />I I I I -I I -I I -I ;-
<br />1 8" 1 -.1 � . ,—...:E'
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �,S3
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR 5/" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />If
<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 />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />A.F.F.11
<br />@ 24" O.C.) 2
<br />°' '. ;
<br />°
<br />4' °
<br />�3 1/2" MIN.
<br />, °•..° a •'
<br />Q ..
<br />ELEV.-0'-31/2"
<br />z
<br />N
<br />°
<br />2x4 CONT.
<br />A. .. °. °
<br />° °
<br />d
<br />. A.F.F.
<br />o
<br />IL
<br />'.
<br />b.
<br />°
<br />° a
<br />°
<br />_
<br />Z
<br />°
<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 Y8" GYP. TYPE "X" @
<br />'SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/
<br />ABOVE)
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />STUG BELOW
<br />TOP PLATE
<br />'2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />� 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 1 Od NAILS I 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />,6x6W1.4xW1.4 @24"O.C.)
<br />WWF OR FIBERMESH
<br />�3 1/2" MIN.
<br />°° a ° .. I '• � la ; : - ... °° 4° ' . °a ° . ' — — 4° I I-1 I _I ° ° .• --I I I I I -=I I—1 I I—�I I-
<br />III--_
<br />i
<br />1/ ( In.)-
<br />°DN W
<br />a a 31/2"(
<br />GARAGE DEPTH VARIES ° o min.) - 4
<br />z
<br />III=III _III=III=III=III=1 1 I I'
<br />' (2)#SCONT. Il-11_„II11�1111,;,111-_,II
<br />4" 1'4" 8"
<br />GARAGE SLAB AT STEP rB� TYPICAL BEARING WALL (CD STEP (CD SHEARWALL
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />LOAD BEARING OR 2x STUD
<br />EXTERIOR WALL 8" C.M.U.
<br />1"x P.T. STUD
<br />SEE CC/S3 OR N 95 VERT. IN FILLED CELL
<br />G/S3 FOR ANCHOR
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x31/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 10d NAILS _
<br />r
<br />TYP. 2x P.T. PLATE
<br />ASSUMED FINISHED
<br />' GRADE
<br />MONO OR STEMWALL z
<br />FOOTING MONO SHOWN00
<br />FOR CLARITY
<br />=1 11=1 1=1 I I —I 11=1 11=__I
<br />'.III=1T_I—III—III—III Z
<br />NOTE: g. D III (IIII I I111111111111111111111111� N
<br />*FOR BEARING WALL I=III I III I II I IIIII I III I IIIII, I r
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ 1�=-�, , -
<br />I —III —III —III —III —I 11=111=1 I I —III —III —III —III —I 11=III—IIIEE
<br />-III, ; I 111 III 1=1 11=1 11=1 I I —I 11=1 11=1 I I —I 11=1 11=1 11=1 I I I F
<br />—III-1 11-III, II I II II 111 II I I=-,1 I I; I I 1=1 11-1 I I_
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD�'�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min. 4"
<br />GRADE
<br />00 °
<br />11=1 I_I=1 I I-1 I 1=1 11= 11= I 1=1—
<br />_ _ _ _
<br />=1 11= I I =III _=1 I III 11 I Q I I I (1) #5 REBAR w/ OPT.
<br />=
<br />' I -I 11=1 11=1 I I- 11- 11=111= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />N '
<br />M
<br />°.
<br />. r CV
<br />III-111_ I l r. I I _III —I I
<br />W _� �=i11111111i11. d.�. • ' - li -
<br />.�.� III-
<br />SEE A/S3ORJ/S6- -LIII IIIIiIIiI„ IIIIIIiI=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6� -IIIII I I InI I I IIIII•
<br />FOR REINF, INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<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 />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @
<br />THIRD POINTS
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />c
<br />E°
<br />6 MIL VAPOR BARRIER , i 11 111 I I II I N
<br />III
<br />D;
<br />-IIII III I
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />Goy,,.. ����
<br />GSS
<br />QGS V p
<br />1c� -�NU� S
<br />W
<br />-2x STUDS @ 16" O/C
<br />14SULATION PER CHART ON FLOOR PLAN
<br />-7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />-SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />-2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />WEEP SCREED INSTALLED BAR
<br />PER MANUF. #3 OR #4 REINFORCING BAR
<br />z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />FINISH GRADE °° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN_ Fy= 60ksij
<br />60
<br />#5 REINFORCING BAR
<br />—III—I I —I II= r Ell I I1 ! #5 LAP SPLICE
<br />S III--ITI=,
<br />• • • - • ice• ��nr� ►��irwwwww
<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 />�(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'4(2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 1 Od NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />b •. V
<br />IIISII
<br />D °
<br />"(min.)-4"-1�1=1�1- _
<br />—I I—I-1 I
<br />=IIII IIII I I I I=1 11=1 11=1 I I I II —III I'
<br />(2)#5 CONT. 1411 1 111�1141�,I�I_„I 1 ;181-
<br />U.N.O. MIN.
<br />1 /2"(min.)- 4"
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=1'-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10) 1Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />w END OF 2" x PLATE
<br />D
<br />W
<br />U ..
<br />=1 I I=1 1 1=1 IrilEll
<br />0.
<br />I=I�1�W '=cq 1—III-
<br />(2) #5 CONT. =1 I I
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1'-4"
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. < 8'-6". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > T-611.
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />w/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) c
<br />6x6W1.4xW1.4 =,
<br />WWF OR FIBERMESH r �,
<br />°.
<br />TI"'III' 'I I I"'1117 CD
<br />III III=III
<br />=III='
<br />�.� #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2 1/2" FROM SLAB
<br />0'-0" 9 CONT. BEAD SEALANT
<br />it j
<br />¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />°a � �° � � -3 1/2"
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C, W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB E
<br />It
<br />6x6W1.4xW1.4co
<br />c�
<br />r WWF OR FIBERMESH c,
<br />a ° n 1
<br />M 6 MIL VAPOR
<br />BARRIER
<br />' =III=E I —11=III=111=1 I I_
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON—BRG. K
<br />SCALE:3/4"=V-0" S3
<br />REBAR DETAILS F WALL W/ UPLIFT rG
<br />SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />VARIES
<br />SEE PLAN 1 1/2 RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH N c
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.0.) M .E
<br />FOR TRUSS
<br />AT 24" O.C. MAX. _
<br />SCONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN 00_ _ _° °' ' ' °
<br />11=
<br />FOR STRUCTURAL r' _ 1 III, III III, ;IIII III .
<br />BEAM SIZE & N ' IIIE
<br />I II —
<br />a _
<br />2x4 P.T. CONNECTION INFO ch II a -4 ■. IIII
<br />PLATE _
<br />a e 7/16" .L'=
<br />D.S.B.
<br />Eo.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE ,vs3/J/S6 „
<br />4' 1-4 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />0
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />SLAB INFORMATION.
<br />Lu
<br />SEE FLOOR PLAN FOR
<br />o
<br />w
<br />STRUCTURAL COLUMN SIZE
<br />SLAB STEP & RECESS S.G.D. M
<br />U)
<br />& BASE CONNECTION INFO.
<br />SCALE: 3/4"=1'-0" S3
<br />SECURE 2 4 P T BTM PLATE
<br />SEE DETAIL 16/D1 FOR x
<br />COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND
<br />ATTACHMENTS & 18/D1 O'C' PAD FOOTING
<br />FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />ATTAE-1
<br />CHMENTS EXTEND FILL CELLS c
<br />0'-0" FIN. FL
<br />TO FOUNDATION PAD
<br />SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.
<br />SIZE VARIES PER PLAN M
<br />w/ MIN. (2) #5 VERTICALS 0 z GRADE a
<br />coFILLED SOLID (SEE PLAN FOR _ __ __ = a a' _
<br />SIZE AND REINFORCEMENT) 0 -j
<br />= —II°�
<br />I=1 I I ' ° ° 1=1 I I=111=11=1'
<br />=6 ' I —I 11=1 I I I=1 11=1 I I —III w
<br />0- w I I —III I 11=III=III= z
<br />w
<br />�BRICK PAVERS or SLAB PER o o ° a -' - z_ Q
<br />COMMUNITYSPECS "- -
<br />ojojojc .yOjOi0i0
<br />&11
<br />—I —I 11=111-111-111 I 1 III —I I FOOTING w
<br />1 I 1=1 I I —III —III —I I I I I= —I 1=1 I I- U
<br />II�I11111-11111111-,1 ...111-111—' BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />O
<br />N
<br />O
<br />- �-
<br />N
<br />9J A�
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<br />LO
<br />U.
<br />25"
<br />HtB
<br />��� j f.=m Gro`
<br />¢
<br />f rt.�
<br />Z
<br />Lu
<br />a
<br />Oz,_
<br />w
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<br />W
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