|
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7116" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />.N.O.
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />INSULATION PER
<br />CHART ON FLOOR
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />TYPE 'IS" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />U)
<br />3 1/4" BASEBOARD
<br />U_
<br />rr
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />o
<br />MUNICIPALITY.
<br />4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />71
<br />CURB DUE TO SLOPE
<br />r
<br />W Z
<br />co
<br />=III=111=I
<br />6 MIL VAPOR
<br />III
<br />D
<br />I —I
<br />I =
<br />= z
<br />-
<br />BARRIER
<br />II I
<br />; D 4
<br />I I II I I
<br />a
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />-I I
<br />III
<br />I I =III=1
<br />I III—III=1
<br />I
<br />III
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT.
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 NOOK
<br />U.N.O.
<br />4"
<br />1'-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<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" O.H.D. RECESS
<br />PAVERS � % 1 z
<br />" 4" 11 00
<br />d.
<br />III I I1 T
<br />SEE A/S3ORJ/S6-ILiil Ilrfli'ii „ I ,iii11
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<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 />=1 I I=1 11=1 I I -I
<br />1=1II-III-III
<br />'L,III,�,III111III,,� I r
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<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
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH `o
<br />II - III lu1 EIII
<br />I I I ILI I P4 11—I r
<br />1 8" 1 _ 1':T . _. ':E.. � I
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION
<br />SCALE:3/4"=V-0" S3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />II II II
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />N
<br />co ELEV. 0'-0"
<br />a 4' A.F.F.
<br />A. C7
<br />a. 4- ELEV. 4-3 1/2'
<br />A.F.F. 0
<br />e,4 ' e a 4 2X4 CONT. - ' 4 , ... :4 .a li
<br />° ° a e 4 d _ -
<br />..e Q4 O e GARAGE DEPTH VARIES 4' a
<br />.-4 a
<br />GARAGE SLAB AT STEP B
<br />SCALE: 3/4"=V-0" S3
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />N
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />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 />2x P.T. PLATE
<br />TYP
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL
<br />z
<br />FOOTING MONO SHOWN
<br />; D ,�
<br />° o
<br />00
<br />FOR CLARITY
<br />°
<br />°
<br />I -III -III -III -III -III I
<br />I I -III -III -III -III -III- z
<br />NOTE:
<br />*FOR BEARING WALL
<br />0 0 ° -
<br />°
<br />g °
<br />I=III=III-III=III=III=11 �
<br />II -III -III -III -III -III N
<br />I1111 1' r
<br />W/ UPLIFT ONLY
<br />— — — — — _
<br />11111 I I(IIII 11111 IIIIi
<br />—mom
<br />I I,T, I I I 11' I' l I
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°° I I =1 I_1=1 I I-1 11=1 11=1 II 11=1 I I ' -----
<br />4 _
<br />(1) #5 REBAR w/ OPT.
<br />' i= -SCREEN ENCLOSURE
<br />-III=III III= I I I I -III= I I
<br />-III III III-IIIMI I
<br />,
<br />MIN,
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS �
<br />N �
<br />N a CdJ
<br />a
<br />it 111/111111 .�.a' • - •,1=4
<br />=III=11
<br />SEE A/S3 OR J/S6—," -1 I li I I III _ 11„ I I, �111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 STC 113Y)
<br />GARAGE DOOR SLAB RECESS ri
<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 />5/8"OR 1/2" HIGH STRENGTH
<br />`-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />TOP PLATE
<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 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<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 />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER_ (TYP.)
<br />(ALT: 1/2"x12" 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 />@ 24" O.C.) 211
<br />WWF OR FIBERMESH
<br />�3 1/2" MIN.
<br />fiI-III=III-1'31/2"(min.)-4"
<br />31/2"(min.) - 4' 1 � 1=1 � I I-I-
<br />_I-
<br />1II'-
<br />(2) #5 CONT.�
<br />4" 1'4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (a STEP 6d) SHEARWALL C
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />GOr`' EVE
<br />�GUR
<br />�\�OS
<br />QGS•
<br />5/8"OR 1/2" HIGH STRENGTH —
<br />(U.N.O.) (OR %" GYP. TYPE 7' @
<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"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL
<br />ATTACHMENTS
<br />(31/2" MIN.
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />--2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />/WWF OR FIBERMESH
<br />1(3 1j/2"(min)- 4"1.
<br />=1 I I -I I=1 I'-
<br />=1I1 IIII I III=1I1=1I1=III III -III I'
<br />(2)#5CONT. 11 141;1 1 �,111���11411 �,IIII�II 181,E-I
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />5
<br />INSULATION PER FBC AND ENERGY
<br />�GoN�o
<br />FORM SUBMITTED WITH PERMIT
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />f
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />S
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR —�
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />GRADE 40MIN. F'y=40ksi
<br />DJ
<br />FINISH GRADE 50
<br />25" MIN. LAP PO" MIN. LAP]
<br />[GRADE 60 MIN. Fy- 60ksq
<br />111=1 -I I
<br />6 MIL VAPOR BARRIER -III
<br />'
<br />III
<br />p ° I I=III=III=II=_
<br />A. III=III=III-I
<br />I I—.
<br />-
<br />R 1 7/8 —\
<br />#5 REINFORCING BAR
<br />I I
<br />D: .11=1
<br />11=1 111111� � �1 i t T�
<br />VS I AP .RPI Ic'F
<br />I II -� III-III-�
<br />COMP. SOIL. (COMPACTED TO 11 I I a . — 11=III=III-
<br />95% MODIFIED PROCTOR ASTM �— I I-III=III—III— 11=III=III-
<br />D1557) III „III=„III,=„III,-_,III,,,III„III-'
<br />4" 1'-4"
<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� '_01' J CONT. BEAD SEALAI�
<br />INTERIOR
<br />4.
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE
<br />00
<br />M 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />2X STUDS @ 24" O.C. U.N.O.
<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 />6x6W1.4xW1.4
<br />WWF OR FIBERMESH ,
<br />4
<br />K
<br />S3
<br />SCALE: 3/4"=V-0"
<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 />a BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W D
<br />U
<br />U)
<br />W ' 1—III-III I I=1 D •
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF"�
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHOIR
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />w 2x4 P.T.
<br />w PLATE
<br />o.s.e.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />>
<br />Cu
<br />SEE PLAN FOR STRUCTURAL
<br />W
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />CUD
<br />SECURE 2 4 P T BTM PLATE
<br />x
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-6 COMMUNITY SPECS
<br />(2) #5 CONT.
<br />ON 3" CHAIRS
<br />(TYP.)
<br />8" 1' 4"
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4" (R302.11)
<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 />6x6W1.4xW1.4 r _
<br />WWF OR FIBERMESH �, E
<br />91
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=V-0" S3
<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
<br />TM a
<br />d
<br />IIII III; N
<br />= I1-1T_I-1 I 1=1 I1-1I I III . `)
<br />Il I � . d IIII, �
<br />r _
<br />-----II111�:
<br />SEEA/S3/J/S6 --4111,,III=111 �111-III ,,�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"=1'-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD _�
<br />CONT. FOOTING STEEL MAT REINFORCING. T '
<br />00 GRADE d e M
<br />c� ;III=11 ' ° e • I -I I I -III -III -I'
<br />z =LU -III-I III -III -III -I I w
<br />0 0 "' = I I II I II I II • a• . I 11=III=III-, - z z
<br />`/) ' 11=1 =III=111=1J=111 I I III=111 UJI
<br />FOOTING
<br />-III III -III -III -III -I III -III -III- U
<br />I I, ; III=111=III=III ,I BEYOND
<br />PAD REINFORCEMENT ' -III—III-11 i -
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />']
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S.\IRS3
<br />OCT 2 8 2022
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />*'
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