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i I I I I I_ _ iI _IL ------- 1- 11 11 I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I I
<br />L— — — — — — — — — — — — — — — J
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP-) VARIES
<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 />eni•t I
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90- HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 241, O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />41 INSPECTION
<br />31/4" 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 II/ 6X6
<br />LLJ
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"BELOW
<br />GRADE
<br />' _ , �D
<br />00
<br />D
<br />III
<br />ll —I I —
<br />6 MIL VAPOR D
<br />BARRIER , I
<br />III—
<br />Z T.°
<br />_
<br />�• •
<br />N
<br />T
<br />COMP. SOIL.
<br />(COMPACTED TO 95% III 111 I I I Imo'—TLI IIII I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 4" 1"1 STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION q
<br />SCALE: 3/4" =1'-0" 53
<br />OPT: DEPRESS SLAB 5Y" DEEP
<br />AND 6" BEYOND DOOR TO -
<br />RECEIVE PAVERS / DRIVEWAY
<br />CONCRETE SLAB—\
<br />BLOCK WALL BEYOND
<br />1411
<br />O.H.D. RECESS z
<br />- 411
<br />a00
<br />SEE A/S3 OR J/S6 I I I I 1=
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1' 411 (1 STOR / 11(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 />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 />_ -_ m d D
<br />1-1 I =1 I I I D
<br />-III-111=111 I .
<br />I.;,III,;,III III I� I I> o
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. s 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-61
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 31/4" TAPCONS @ 24" 1 &
<br />@ T MAX FROM END OF 2 x PLATE _
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH "'
<br />-A
<br />10.
<br />— I I —III —I
<br />II III=IIII
<br />811
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT rG
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR —
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1 w/ -
<br />(10) 10d NAILS TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />SCALE: 3/4'1 53
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />a❑
<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 />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2 OWS OF 2 BLOCKING
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />CI C\/ W-Al.
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />(U.N.O.) (OR %I' GYP. TYPE "X" @
<br />W/ 2-16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE
<br />(10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />1/2" CDX PLYWOOD OR 7116" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />HGT. < 811 (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH
<br />FOR WALL HGT. > 8'1
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />NSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"1 x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS
<br />21 PLATE WASHER (TYP.)
<br />(ALT: 1121 TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />x 6 W1.4 x W1.4
<br />2��
<br />@ 24" O.C.)
<br />WWF OR FIBERMESH
<br />�31/2" MIN.
<br />I'31/21n.)-411
<br />00 _ — —1_T[—III=
<br />31/2"(min.),- 4"=II 4 •' —III_ T
<br />- =11fWI—
<br />'—I I I=, I I I I I IW I I
<br />(2) #5 CONT. 4111 1 III11T1V l41" " I'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL CD STEP 0) SHEARWALL KC
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<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 />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"1 (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />NSULATION PER CHART ON FLOOR PLAN
<br />5/8"110" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS
<br />2"1 PLATE WASHER (TYP.)
<br />(ALT: 1/2"12" TITEN HD @ 24"
<br />O.C. OR 5/8"10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE
<br />@ 24" O.C.)
<br />2„ 6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />31/2" MIN.
<br />Ae
<br />p . °--III= Ts1/2"(min.)- 411
<br />D At _
<br />— I—JUI —I I
<br />31/2"(min.) - 4" =III=III _ ° • —III I I r—
<br />III Hill 1 M
<br />—�
<br />''=III=III I 11=III=III=III J—lal, I'
<br />(2) #5 CONT. 14,1 I �,I I I=,�1141III11 1 118 -
<br />U.N.O, MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE: 3/4' 1'-0° 53
<br />8" C.M.U. THIRD POINTS
<br />@ 2x STUDS @ 16" 1
<br />1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />04 LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"1 "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS
<br />(6) 1/4"1 1/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />6 x 6 W1.4 x W1.4 WWF OR SPACED EVENLY FIBERMESH
<br />04 2x P.T. PLATE EEP SCREED INSTALLEDx.
<br />BAR —�
<br />r I ASSUMED FINISHED ° PER MANUF. #3 OR #4 REINFORCING BAR
<br />GRADE �, ° �--�; ... D ° a z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />r _ FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi]
<br />Z ch -0 DJ 25"MIN. LAP [30" MIN. LAP]
<br />° —I I=1 I 1=1 —I11.
<br />\ D �.°D D D. °O 6 MIL VAPOR BARRIER -1 I I III D ° 11=111=111=m O° R 1 7/811
<br />° _ ' I— I I ° 11�=1 I I —III—, #5 REINFORCING BAR
<br />I —III —III —III —III —III I _ _ N z
<br />° °D III=1 i—III—III—III—III- z IIII I I=1I I=1I I II I IIII II I I1 .- #5 LAP SPLICE
<br />D—I 11=1 11=1 11=1 11=1 1=1 I I I i I I—i I I I —
<br />a ° D III —III —III —III —III —III N I I=1 I I—E_
<br />= I =III= I =III= = T COMP. SOIL. (COMPACTED TO _ _
<br />95% MODIFIED PROCTOR ASTM
<br />=1 I=1=1=1 1=III=III-1 11—III=III=III=1 1=1 11=1 11=III-1 I D1557) I I II 11111 IIIhIII I 11i11,1 ._�
<br />-1 I—III—III=III=III—III—III—III—III—III—III=III=1 I 411 1'-4"
<br />FRAME WALL TO C.M.U. WALL CONNECTION K�D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41 S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1,4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4
<br />GRADE
<br />°
<br />°° I-----
<br />_ — — -(1) #5 REBAR w/ OPT.
<br />11W_ 11=1 11= I I— 11=fi�= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0° 53
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" O.H.D. RECESS
<br />M ..e.. Y:• .Q
<br />"-i1I I j JTI=I I I1=_ . �..:.: � .,..... _ I I 1=1 I � I 1—� � • ' • .
<br />—III—III :. 4„ I zo
<br />I-1 I IE
<br />I.LI-III •�.a�.��<�':�•� —I
<br />SEE A/S3 OR J/S6 -I I I ICI I II11 I , -IT.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />l'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2>, HOLD GYP, BD.
<br />1/2" FROM SLAB
<br />0� ,_0" CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />-31
<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
<br />6x6W1.4xW1.4 N '
<br />c 60
<br />T WWF OR FIBERMESH
<br />E
<br />M 6 MIL VAPOR ==
<br />BARRIER — — ' —III—III-
<br />=1I1=1 I —I =III—II1=1 I_
<br />_1111111111 'Li 111 „IIII ; I �'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4'1 53
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />J BOLTS 6" MAX FROM
<br />w END OF 2" x PLATE
<br />o D
<br />Lu
<br />CL I
<br />I — . eD .
<br />III— III
<br />g
<br />Lu
<br />LLI
<br />1-
<br />#6 REINFORCING BAR
<br />#6 LAP SPLICE
<br />REBAR DETAILS
<br />SCALE: N.T.S."IIIi
<br />1 10"
<br />#5 STD. 90 HOOK
<br />F
<br />S3
<br />SEE
<br />RAME-DOWN FALSE BEAM w/ (3) PLAN
<br />SEE ROOF PLAN FOR
<br />Od NAILS TO TRUSS TOP CHORD
<br />TRUSS CONNECTION
<br />AT 24" O.C. MAX.
<br />INFO &LAYOUT DESIGN
<br />SEE PLAN FOR -
<br />TOP OF BEAM
<br />SEE ROOF PLAN FOR
<br />z
<br />STRUCTURAL BEAM
<br />a
<br />SIZE & CONNECTION
<br />W W 2x4 P.T.
<br />a PLATE
<br />INFO
<br />U) --wiv
<br />W w O.S.B. ; I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />E E .
<br />> VA IE PER P N
<br />MIN 7/16" O.S.B. SHEATHING
<br />Z
<br />ATTACHED PER NAILING
<br />COLUMN LOCATION w
<br />SCHEDULE
<br />x>
<br />j W
<br />J
<br />oW
<br />w
<br />SEE FLOOR PLAN FOR
<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" TA 'CONS AT 8"
<br />FOR COLUMN TO BEAM
<br />O.C.
<br />ATTACHMENTS[L
<br />TRIM PER PLAN
<br />CMU BLOCK BASE, SIZE
<br />VARIES PER PLAN - SEE
<br />PLAN FOR SIZE AND
<br />REINFORCEMENT (MIN. (2) #5
<br />VERTICALS FILLED SOLID)
<br />BRICK PAVERS OR SLAB PER
<br />0'-0" FIN. FLR. _
<br />COMMUNITY SPECS
<br />SCALE: 314" = 1'-0'
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. s 8'-6". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'1
<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 />6x6111xW1.4 N
<br />WOR FIBERMESH coWF E �*
<br />-
<br />(2) #5 CONT. =I I I III III, , , I ITI I I,
<br />ON 3" CHAIRS
<br />(TYP) L
<br />l 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT G
<br />SCALE: 3/4"=1'-0" 53
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N c
<br />r E
<br />c")
<br />go
<br />I_I J=JII,,IIIII �,, °' IIIII.
<br />r '
<br />. a . a =III
<br />M I 1 . ..: a Ll-
<br />-----III
<br />SEE A/S3/J/S6 ,I8-
<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"=V-0" 53
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL I I
<br />EXTEND FILL CELLS =
<br />TO FOUNDATION PAD d
<br />CONT. FOOTING STEEL I I MAT REINFORCING. r '
<br />M
<br />co GRADE
<br />_ °
<br />;_11 =
<br />1 a�ZLwu
<br />w
<br />=1=1 I Z—z
<br />_ �v _ _ - Mo I I ° d°� C
<br />�' III=1 =III=III=III=11I I I =1 I I=IIII I 11= -- OOTINGG
<br />-III III —I 1=1 11=1 1=1 I I I I I=1 I—
<br />11=III=111=111=III ,�I -III-III—I BEYOND
<br />H
<br />PAD REINFORCEMENTI—III--"
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />"use
<br />xi
<br />cc
<br />® >•
<br />uw
<br />Z0 Oww >_
<br />S a O O a� 2 J
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<br />�(Z7� w ZWZK= O
<br />LL
<br />Zzw =Q
<br />>oow w�z1-0 0
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<br />a N
<br />2,2,0, W 2 0
<br />2, 2, W 11, - � O w w
<br />tZn w O v N 3 N
<br />V 0 J O^ Q W
<br />Y
<br />ZQr'io0
<br />W w u 00
<br />>( a z
<br />� Lu aLu
<br />o
<br />Q
<br />O
<br />Z r4
<br />N
<br />0 �
<br />�>-+��0
<br />z
<br />M
<br />Q � Ln
<br />a (/� —
<br />0
<br />HN LL Ln
<br />a ^
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<br />CD
<br />Q
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<br />J�
<br />W
<br />d-
<br />O
<br />ui
<br />0
<br />U Z
<br />Q
<br />SCALE : AS NOTED
<br />DATE : 05-07-2018
<br />SHEET NO.S3M
<br />
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