|
L- - - - - - - - - - - - - - -
<br />REQUIREMENTS SEE R905.
<br />FOR UNDERLAYMENT
<br />12
<br />(TYP.)
<br />VARIE
<br />INS
<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. HORIZON L
<br />NAILER
<br />NALLS
<br />TA
<br />STD. 90- HOOK (SEE DETAIL)
<br />1 x2 PT WD FURRING @ 24" O.C.
<br />(1) LAYER TYPE 11 (00)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<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 />CKII I
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />2x SUB FASCIA
<br />SOFFIT
<br />SHEET
<br />8"x8"X1 6" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />0\1 �A
<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 CONIC. SLAB
<br />cn
<br />/- AT GARAGE CONTRACTOR
<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 />all
<br />w /-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />1
<br />BELOW GRADE
<br />a
<br />11
<br />x
<br />TI[ I FI I E!" lil
<br />I I I I IRS.
<br />A
<br />;0
<br />2
<br />=_II
<br />I
<br />M M 17
<br />1_11- ,
<br />=1
<br />6 MIL VAPOR
<br />I 15
<br />BARRIER .=I
<br />I
<br />LII
<br />&4
<br />COMP. SOIL.
<br />Fi 1
<br />(COMPACTED TO 95% �Ei I 1
<br />Vi 111-411-111-11 11
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1-4" STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" V-0" �3
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO -
<br />RECEIVE PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />S:\PAVER
<br />BLOCK WALL BEYOND
<br />1'" 0 H D RECESS
<br />SEEA/S30RJ/S6-
<br />FOR REINF. INFO.
<br />L 3- MIN. CLEARANCE
<br />V.4" (11 STORY) V-13" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V.8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />V
<br />(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS
<br />HGT. FOR WALL HGT. 5 8'-6". (2)
<br />@ 16" O.C. W/ (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />N 3-
<br />(2) #5 CONT. ON 3"'
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />v A
<br />L1IFI I IF u I kL',
<br />9
<br />8" "w 8-
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />GG
<br />S3
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" M ORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0.1
<br />1E
<br />-7
<br />A.F.F.
<br />-\d
<br />ELEV. 0' -3 1/2",&,
<br />.7 4'
<br />A 44
<br />4
<br />A.F.F.'
<br />dw 2X4 CON I.
<br />AV
<br />U-
<br />Av
<br />ii;v
<br />C14
<br />..q
<br />GARAGE DEPTH VARIES
<br />.4 ?
<br />GARAGE SLAB AT STEP
<br />K0 B�
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />2xS.P.F.S
<br />DS
<br />16"O.C.
<br />LOADBEARINGOR
<br />2x STUD
<br />EXTERIOR WALL
<br />81, C M U
<br />1 " x P'. T.* S'T U D
<br />SEE CC/S3 OR
<br />04
<br />#5 VERT. IN FILLED CELL
<br />n
<br />I
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />I
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1 w/
<br />SPACED EVENLY
<br />(10) 1 Od NAILS TYP.
<br />-
<br />�2
<br />2x P.T. PLATE
<br />I
<br />ASSUMED FINISHED
<br />r�GRADE
<br />I.,
<br />MONO OR STEMWALL--,,
<br />FOOTING MONO SHOWN
<br />00
<br />FOR CLARITY
<br />2�
<br />NOTE:
<br />r C14
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />1, , 'S 3,
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WELDED WIRE MESH
<br />min.) 4"---,,
<br />< A 4
<br />GRADE
<br />00
<br />-Ili FIILII�41_11�=, ILI F''WIF
<br />-(1) #5 REBAR W/ OPT.
<br />71 1�
<br />�q, �jjxj I �L __
<br />:NCLOSURE
<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 />zit
<br />4
<br />'7HI 1 00
<br />41'
<br />I AA _rr
<br />F1 11 _rF11
<br />SEE A/S3 OR J/S6 -1 LIF, I F, 111 -_
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />IL
<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. 3
<br />ADDITIONAL INFORMATION. �'s
<br />1/2" OR 7/16" OSI3 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 Wif 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 />-1
<br />c�
<br />§�
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR Y8" 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 />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.0 W/
<br />2"'x3/16" PLATE WASHER
<br />(Tw)
<br />(ALT: 1/2"xl 2" TITE N HD @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />211
<br />@ 24" O.C.)
<br />3 1/2" MIN
<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 wit
<br />(10) 10d NAILS WHEN 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. < 8`4'. (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 />4" 111
<br />13 1/2"(min.).- 111 11
<br />I F,
<br />(2) #5 C ONT
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP 0 SHEARWALL
<br />2111 =11,Fl IL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR Y8" 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 />5/8"' x 10" "J" BOLT @ 24" O.C. W/
<br />2"x3/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"x10`WEDGE ANCHOR
<br />@ 24" O.C.)
<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) SIMPSON SP1 w/
<br />(10) 1 Od 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'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />---4NSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 wl (10) 10d NAILS
<br />//,2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1
<br />1-771"
<br />;0
<br />I f;;;I 117 1% 0
<br />_ 1�
<br />4" TH �,= = M I
<br />'Hj�l
<br />3 1/2"(min.).
<br />(2) #5 CONT. 4"
<br />U.N.O. MIN7.
<br />TYPICAL BEARING WALL @ STEP
<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 />-2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />_j BOLTS 6" MAX FROM
<br />-WEEP SCREED INSTALLED BAR END OF 2" x PLATE
<br />1 - t7u
<br />PER MANUF. 0
<br />LIJ
<br />#3 OR #4 REINFORCING BAR 9
<br />> GRADE 40 MIN. Fy= �Ok]Slj _j
<br />c� - . 0- 1
<br />#3 & #4 LAP SPLICE
<br />[GRADE 60 MIN. Fy=
<br />FINISH GRADE 1
<br />5" MIN. LAP [30" MIN. LAP]
<br />[Ll=l I 1=1 I
<br />I> j 2
<br />!
<br />LLD ;0 LIJ
<br />TV
<br />6 MIL VAPOR BARRIEW 11=111 MIMI 1 �1=11 11711" 1\
<br />_�WEJI -'-- #5 REINFORCING BAR
<br />l=_1 �1
<br />#5 LAP SPLICE
<br />LI E, w �11 Elffi
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />M r
<br />D1557) _11 III
<br />4.1
<br />1-4-
<br />-
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />)R
<br />ROM
<br />:F::
<br />INFORCING
<br />LATE
<br />c"o
<br />bs
<br />-2x STUDS @ 16" O/C
<br />ISULATION 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. (cb K.O. BLOCK
<br />00
<br />-SIMPSON SP1 w/ (10) 10d NAILS
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />).T. 2x
<br />HOLD GYP. BD.
<br />2
<br />1/2" FROM SLAB
<br />ot-olt CONT. BEAD SEALAb
<br />'I -
<br />_$I` ; .1 . .1 * - <
<br />-A "., q
<br />... . 4. . .2 INTERIOR
<br />' '---j -3 /2"
<br />4 - .
<br />DNCRETE NAILS W 11/2'
<br />OBEDMENT @ 12" O.C.
<br />rAGGERED, FROM BOTTOM
<br />-ATE TO CONCRETE
<br />IIN. SHEAR 180# MIN.
<br />:_NSION 120#) CONCRETE SLAB
<br />6MILVAPOR
<br />BARRIER
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-011
<br />" O.C. U.N.O.
<br />-2X STUDS @ 24
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W1 DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />S
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />K
<br />S3
<br />36' M I N. LAP [36" M I N. LAP]
<br />10"
<br />x. .... ... 1xx1
<br />7 .6. N'F' 0 R C I N G B A R #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS
<br />SCALE: N.T.S.
<br />�3
<br />SEE
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />--'\ PLA SEE ROOF PLAN FOR
<br />10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR INFO & LAYOUT DESIGN
<br />TOP OF BEAM 'IIIII-/
<br />SEE ROOF PLAN FOR
<br />z STRUCTURAL BEAM
<br />0- SIZE & CONNECTION
<br />cr
<br />Lu W 11 P.T. INFO
<br />0- /pt TE
<br />in d -7/16"
<br />!i! LID D.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />E E MIN 7/16" O.S.B. SHEATHING
<br />IES PER P N z
<br />U) 0 ATTACHED PER NAILING
<br />COLUMN LOCATION w - SCHEDULE
<br />w
<br />W SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE
<br />ATTACHMENTS & 18/D1 w/ 1/4"x3"TAPCONS
<br />FOR COLUMN TO BEAM ni
<br />AT 8"O.C.
<br />ATTACHMENTS
<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 />COMMUNITY SPECS
<br />0'-0" FIN. FLR./lk
<br />SEE FOUNDATION CONIC.
<br />PAD INFO.
<br />TAPERED COLUMN FIR MING (CD12
<br />SCALE: 3/4"= V-0"
<br />SCALE: 3/4"=1'-0"
<br />(2) #5 CONT -=I
<br />CHAR
<br />ON 3 1 S 8.1 1`4"
<br />(TYP.)
<br />'LS1"4"1
<br />8'_L
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. s V-13". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />1/2" GYP. W13 (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 />. -
<br />6 x 6 W1.4 x W1.4 Q ci
<br />'E %T
<br />WWF OR FIBERMESH
<br />cl)
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: 3/4"=V-0"
<br />�3
<br />VAH11:5
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />S.G.D. (U.N.O.)
<br />I I
<br />4
<br />A 4
<br />0?
<br />I M,
<br />ILI 4 -11,
<br />-
<br />-1117
<br />=1
<br />SEE A/S3/J/S6
<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: 314"=1'-0"
<br />� �K
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO OUNDATION PAD
<br />CONT. FOOTING ST MAT REINFORCING.
<br />z
<br />EEL-\
<br />00
<br />0 w
<br />Z uj uj
<br />P_ 0
<br />a_ UJI
<br />w z
<br />0 uj cn
<br />0 0
<br />ILL 01 1 s.
<br /><
<br />Lu
<br />FOOTING
<br />BEYOND
<br />PAD REINFORCEMEN MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEESCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN��
<br />SCALE: N.T.S. S3
<br />'r.
<br />Ilk
<br />.. Z -*.CO 3 M
<br />Z -j
<br />%CO
<br />U3 <
<br />0! Z z-
<br />h
<br />7,5 -,/: 0 Z
<br />-
<br />58Z
<br />co �-
<br />0�,
<br />" 0
<br />?�3
<br />1�11
<br />zu wo a
<br />W5 OU 0 Z, tz
<br />Z
<br />2 z x �s z 0
<br />W88- �- 0
<br />F, q, zc. Uj
<br />w
<br />I 2�
<br />>u :-,
<br />Z,
<br />Z.
<br />t. ERR-
<br />-0-2 z
<br />Z
<br />m,--2 z In
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<br />� wz 2 az < a u-
<br />w2w
<br />w z all
<br />b W>
<br />_3
<br />LLJ
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<br />rn rE E
<br />'I fl:
<br />w
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<br />SCALE AS NOTED
<br />DATE 01-17-2019
<br />SHEET NO.
<br />S3M
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