|
L- - - - - - - - - - - - - - -
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) V
<br />ARIES
<br />T Y7
<br />P
<br />�NLE
<br />INSULATIO Z
<br />P.) VARIES
<br />TION �LE
<br />5/8" OR 1/2" H IG H
<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" 0 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 />J
<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 ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />1,7HURRICANE 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. VARIESAdf_`�
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"x8"X116" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />-------F'INISH
<br />S
<br />AL
<br />ED
<br />A� L
<br />.N 2x
<br />E
<br />O.C.
<br />1x2 PT WD FURRING @ 24"
<br />11 (1) #5 VERT. I
<br />1/2" GYPSUM WALLBOARD
<br />CELLS(SEE
<br />U.N.O. FOUNDATION
<br />FOR LOCATIO
<br />4"x4" INSPEC
<br />1x4 P.T. BASE NAILER �z
<br />3 1/4" BASEBOARD PORT AT EAC
<br />MIN. 2500 PSI CONC. SLAB FILLED CELL
<br />cy) AT GARAGE C
<br />MIN PSI MAY VARY PER U) TO CUT BLOC
<br />MUNICIPALITY. CURB DUE TO
<br />0-
<br />/-NOTE:EXTEN
<br />"FIBERMESH" DECO FINISH
<br />BELOW GRAD
<br />Full
<br />W1.4XW1.4 WWF OR
<br />CONCRETE SLAB W/ 6X6
<br />E
<br />CN
<br />121 rM44 _L1
<br />6 MIL VAPOR V 5
<br />04
<br />BARRIER
<br />r=
<br />COMP. SOIL. ;7 LirF,
<br />(COMPACTED I U 9b/o
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />STD. 90 HOOK (SEE
<br />ON 3" CHAIRS TYP. 4" V-4"
<br />U. N. 0. DETAIL)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" V-0"
<br />1�,, �3
<br />N FILL
<br />PLAN
<br />NS)
<br />TION
<br />H
<br />TYPICAL
<br />ONTRACTOR
<br />K OR POUR
<br />SLOPE
<br />D
<br />4" to 6"
<br />E
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />BLOCK WALL BEYOND
<br />1411
<br />0 H D RECESS
<br />hlj�l 1- 1 1_1
<br />SEE A/S3 OR J/S6
<br />3" MIN. CLEARANCE
<br />FOR REINF. INFO. L11
<br />1'.4" (11 STORY) / V-8l' (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 />V
<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'-6l'.
<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 & ci
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />N3-
<br />(2) #5 CONT. ON 3"
<br />C_4
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)
<br />A
<br />WWF OR FIBERMESH cl)
<br />LIN
<br />-I I lEEl I Ed I F 11 1 M 1=1 I F,
<br />=1 Jill
<br />L 1 urk.L,
<br />IL I -1
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT (`GG
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />S3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />ORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0"
<br />OIL
<br />A
<br />A. F. F.
<br />___1E
<br />..f. -4
<br />A
<br />4111
<br />0
<br />z
<br />ELEV. 4-3 1/2'
<br />.
<br />A-
<br />A
<br />A. F. F ��Q
<br />0
<br />. CO T:--�/ '-'
<br />2x4 N
<br />* * I
<br />. 4
<br />U-
<br />*If . & AN
<br />k IA,
<br />All
<br />A-
<br />CN
<br />, q ;'.. A
<br />GARAGE DEPTH VARIES
<br />A
<br />.4
<br />GARAGE SLAB AT STEP
<br />rB
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F.
<br />ST
<br />DS
<br />A
<br />16"
<br />O.C.
<br />LOAD BEARING OR
<br />2x STUD
<br />-
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"x P I T I STUD
<br />SEE CC/S3 OR
<br />CN
<br />#5 VERT. IN FILLED CELL
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<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) 10d NAILS TYP.
<br />CN
<br />2x P.T. PLATE
<br />7`41
<br />ASSUMED FINISHED
<br />.
<br />�GRADE
<br />7�1
<br />0
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN 11
<br />FOR CLARITY 00
<br />411
<br />NOTE:
<br />2�
<br />CN
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />I trriLLtrriLLkrTILLkrTfijj4.rliL#7.;LLIM
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />� �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />WELDED WIRE MESH
<br />3 1/2"
<br />min.) 4"-,\
<br />GRADE
<br />00
<br />11-IF,
<br />-(1) #5 EBAR w/ OPT.
<br />IEEI I IEEI I 5EI I �El I Ef I I
<br />I 1=1 I 1=1 I 1= I 1= I =1 I I-- I ItSCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-101"
<br />S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />0 H D RECESS
<br />4
<br />4, 00
<br />z
<br />=I 16
<br />SEEA/S30RXS6--�
<br />FOR REINF. INFO.
<br />L.3" MIN. CLEARANCE
<br />V-4" (11 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.
<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 7116" 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"'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.) 21'
<br />3 1/2" MIN.
<br />> I>
<br />_7T A
<br />00
<br />STRENGT� _dl
<br />YP �TYPE x
<br />BIT BLE RO
<br />OmI7
<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 />(110) 1 Od 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'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > F-13".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (110) 1 Od NAILS
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />Y
<br />1/2"(min'
<br />t
<br />4"�
<br />3 1/2-"(mi 4"
<br />Ill
<br />x EE il I 1
<br />=1 I =
<br />(2) #5 CONT. _:FF
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a STEP SHEARWALL
<br />in FlM 111
<br />"SHEAR WALL"
<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 />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />0(ps
<br />(2) ROWS OF 2x BLOCKING @ cc�1\1�1
<br />THIRD POINTS 2x STUDS @ 16" O/C
<br />ULATION PER CHART ON FLOOR PLAN
<br />718" 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 />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />PLATE WASHER TYPICAL
<br />SIMPSON SP1 w/ (110) 1 Od NAILS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />�
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR V8" 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 />2x3i/16" PLATE WASHER (TYP.) -
<br />(ALT: 112"x12" TITEN HD @ 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 />-16d TOE NAILS @ EACH END
<br />2
<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. < F-6". (2) ROWS 2x BLOCKING
<br />@ 3rd-PTS FOR WALL HGT. > 8'-6".
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/ (10) 10d NAILS
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />j L
<br />00
<br />_ j I A
<br />3 1/2"(min. 4'�,
<br />I
<br />1 r= 1 r I
<br />Ill - 11 1
<br />(2) #5 CONT.
<br />4"
<br />_N
<br />U.N.O.
<br />6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />F_ I BAR
<br />EEP SCREED INSTALLED
<br />PER MANUF. __�#3 OR #4 REINFORCING BAR
<br />ADE 40 MIN. Fy= 40�ksi,
<br />GR
<br />#3 & #4 LAP SPLICE
<br />2�
<br />k
<br />[GRADE 60 MIN. Fy= 60 si
<br />FINISH GRADE 00 M 25" MIN. LAP [30" MIN. LAP]
<br />I> 1 11
<br />f=L*1=&J all I = 1! - " 71
<br />00
<br />6 MIL VAPOR BARRIEff =111=111 FIT", 1 �r=l I mR -1 XXA\ A' 'AAA Z.--- AAAN �KAA-
<br />El I lEl I FE1 I FE1 I IEE, - #5 REINFORCING BAR R 17/8"
<br />(N .
<br />1 IEI I IE�1 I F z
<br />4L9j
<br />AP_qP
<br />I I rF
<br />1=1 I r�l 1 r
<br />=
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM F, T -1 tlll 11-1 �,T _1 r=111 -1 -Ill ... ur
<br />D1557) - Ll [�_=Il Li r�=11 Li r� �_, 111
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />//
<br />2
<br />W
<br />r;P E
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />I.T. 2x
<br />HOLD GYP. BD.
<br />2"
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALM
<br />01-01, ra _j -
<br /><
<br />A
<br />A INTERIOR
<br />4. ; . .. ' , -
<br />-A.. - . . 4-. -3 1/2"
<br />-Al
<br />)NCRETE NAILS 1 1/2'
<br />ABEDMENT @ 12" O.C.
<br />-AGGERED, FROM BOTTOM
<br />ATE TO CONCRETE
<br />IN. SHEAR 180# MIN.
<br />NSION 120#) CONCRETE SLAB
<br />d
<br />o?
<br />co 61
<br />BARRIER
<br />2X STU DS @ 24"0. C. U. N. 0.
<br />.9
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />ff=
<br />6 x 6 W1.4 xW1 4
<br />ro
<br />WWF OR FIBERMESH
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K
<br />S3
<br />_ _
<br />TA I I k 10 Ww 51-MA Ly, I I K®REAN N
<br />M
<br />'M61mm.1vlow IzInwizinwizi
<br />!!
<br />M A,
<br />Irb LAFJ 6FILICE
<br />TYPICAL BEARING WALL @ STEP
<br />SCALE: 3/4"=V-0"
<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 />_j
<br /><
<br />END OF 2" x PLATE
<br />LU
<br />0
<br />w I . . I> I
<br />0
<br />"v
<br />R
<br />FROM
<br />I ATP_
<br />REBAR DETAILS
<br />SCALE: N.T.S.
<br />1,_,13�
<br />F�
<br />SEE
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />�-PLAN
<br />SEE ROOF PLAN FOR
<br />10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION
<br />AT 24" O.C. M
<br />SEE PLAN FOR ij�
<br />AX.
<br />INFO & LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN FOR
<br />STRUCTURALBEAM
<br />5:z
<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 />Lu
<br />I__
<br />SCHEDULE
<br />Fr
<br />w
<br />w
<br />w
<br />w
<br />SEE FLOOR PLAN FOR
<br />c/)
<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 & 181D1
<br />wl 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 />VARIES PER PLAN - SEE
<br />PLAN FOR SIZE AND
<br />-
<br />cy)
<br />REINFORCEMENT (MIN. (2) #5
<br />VERTICALS FILLED SOLID)
<br />BRICK PAV
<br />ERS OR SLAB PER
<br />COMMUNITYSPECS
<br />0
<br />01
<br />I Jj;ELl I
<br />ON 3" CHAIRS
<br />(2) #5 CONT.
<br />(TYP.) 8" V-4"
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. :� F-16". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > F-13".
<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 C14
<br />WWF OR FIBERMESH
<br />, rT 7
<br />-Irl
<br />Zl:
<br />C)
<br />TYPICAL INTERIOR BEARING
<br />SCALE: 3/4"=V-0"
<br />S3
<br />WALL W/ UPLIFT rG
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />VAKItti
<br />WWF OR FIBERMESH Q si
<br />S.G.D. (U.N.O.)
<br />00 4
<br />C�!
<br />A.
<br />SEEA/S3/J/S6 1 118'"
<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"
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />I EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CING.
<br />CONT. FOOTING ST
<br />EEL MAT REINFOR
<br />GRADE
<br />z
<br />00
<br />K
<br />w
<br />0 Lu U) Lu N z
<br />= I - s- 0
<br />00
<br />F__w 0
<br />F- a- Lu -
<br /><
<br />U- cr
<br />U) <
<br />_j
<br />G
<br />BEYOND
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />(SEE SCHEDULE)
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T.S.
<br />S3
<br />R A IV
<br />N 11�) ......
<br />E
<br />Z.
<br />N .86623
<br />-A. STATE OF
<br />o*.
<br />1,
<br />A 40RIDP'
<br />6t
<br />i , ,
<br />Offgl�% L\\\"�
<br />L
<br />//III I I I
<br />z t 0
<br />9 po <z z
<br />'12 �� , -z 0,
<br />w-
<br />E 0 F, l- zol 0 , - 0
<br />u 2 � E z, E Lu
<br />'o z 0 z u
<br />:r
<br />2i K �
<br />z z
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<br />SCALE AS NOTED
<br />DATE 03 11-2019'
<br />SHEET NO.
<br />S3M
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