|
— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(NP') VARIES 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. 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 />N.O. 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />8"x8"X16" KNOCK -OUT
<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 />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />W
<br />a
<br />MIN PSI MAY VARY PERLO
<br />MUNICIPALITY.
<br />`14
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />E v
<br />CV
<br />T
<br />•` p ep
<br />Z
<br />0 —
<br />g
<br />M
<br />-III=III-1 I
<br />_
<br />p
<br />00
<br />6 MIL VAPOR
<br />I I I
<br />D
<br />(-111=
<br />= z
<br />BARRIER
<br />IIII I
<br />; I>
<br />D •
<br />III=
<br />COMP. SOIL.
<br />IIII
<br />(COMPACTED TO 95%
<br />—I I
<br />I I =11�I
<br />I (
<br />I I=
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />III
<br />I III—III=1
<br />I
<br />I I I
<br />4" to 6" BELOW GRADE
<br />ASTM D1557)
<br />(2) #5 REBAR CDNT.
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRS TYP.
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />q
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14„ O.H.D. RECESS d
<br />PAVERS z
<br />�M
<br />4.
<br />-
<br />-III—III 4 11 °°
<br />I-1 I I � �:e' •. -: III—I
<br />—I1I—II '�: 1=1II
<br />III1111
<br />SEE A/S3 OR J/S6 —'-Ills I I I II I I i
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS rjT�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 1U-0" (R302.11)
<br />16d TOENAILS T & B
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r
<br />CHAIRS (TYP.) WWF OR FIBERMESH `''
<br />d
<br />D D /4,iFlij
<br />II,;,III,;,III_, I'
<br />811 I —.1,:r ..—, , , , V.. l
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<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
<br />w/ (10) 10d NAILS
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />318" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />M
<br />J ELEV. 0'-0"
<br />OIL
<br />e ' .. 4 °'. A.F.F.
<br />e0
<br />e .°. ' .'.. °
<br />d e ° p °' a ELEV. -0'-3 1/2"
<br />e. e' °
<br />° A.F.F. o
<br />A° a d. 2x4CONT. 'O' °. .. .° ° ,i
<br />d ° e G ° d -
<br />I` I° d d: a °
<br />GARAGE DEPTH VARIES ° e
<br />e a a
<br />e...
<br />a
<br />GARAGE SLAB AT STEP rB'��
<br />SCALE: 3/4"=V-0" S3
<br />5/8"OR 1/2" HIGH STRENGTH —`
<br />'TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR 8" 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 />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IMPSON SP1 w/ (10) 10d NAILS
<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.) 2"
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />00 4
<br />°YY8'E'
<br />31/2"(min.- 4" II IIII EE III=III=III=1(2) #5 coNT.4" 1' 4"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />"SHEAR WALL" SCALE: 3/4"=V-0" nn
<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 />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 />—WSULATION PER CHART ON FLOOR PLAN
<br />IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />ATTACHMENTS 2 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />31/2" MIN. _
<br />d III.
<br />co
<br />31/2"(min.) - 4 -III—III III III —I I
<br />III —I I-1 1I-
<br />''
<br />(2) #5 CONT. I I 14,;1 I i lllll �i�l,� IIII I I I81-,
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />SCALE: 3/4"=V-0"
<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 />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />_�\vSV�
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />eCIS
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />UM
<br />INSULATION PER FBC AND ENERGY
<br />6
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />f
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16"
<br />�°
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />3RD LAYER 1/8" THICK
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />.
<br />K.O. BLOCK
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<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 />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />`I
<br />° D D
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />Z
<br />°
<br />° D
<br />CM p D
<br />FINISH GRADE °O
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />p. °O s MIL VAPOR BARRIER -III III o D ° I—III=1I I=11I—_80
<br />-
<br />°' I I-1 I I I °' I I I —I I I=1 11=III—_ #5 REINFORCING BAR
<br />I-III=III=III=III=III=� ; _ _ - z T
<br />_ III 1=1 11=1 11=1 11=1 1I04
<br />-
<br />a o o° III=III—III—III—III—I I F z ' I II I II I • D I II 11=III=III-III I r 2 #5 LAP SPLICE
<br />-1I1=1I1=1I1=III-1I1=11 o III —III —III —II
<br />III—III—III—III—III—IIII `\' COMP. SOIL. (COMPACTED TO
<br />1=III=III=III=III=III— 95% MODIFIED PROCTOR ASTM ' I— i I=III=1 I 1=III—I I IIII=III-
<br />=III=III=III=III=I I 1=1III=III=III-I I I D1557) I ,IIII, IIII, ,III, IIII, I IIII ,� 11=1
<br />III—III—III—III-111=II1—III=III-1' 4"
<br />=1 I I —I I I —I I I=I I II I=111-111-
<br />-—
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
<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 />° d d ° ] GRADE
<br />°° I I =I II FEIII=III=III=III=III=1I — — 1Ul
<br />11=111—(IIII I I=(1) #5 REBAR w/ OPT.
<br />IIIIIIIIIII II 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />EXPANSION JOINT
<br />1
<br />NC e
<br />r •. a.
<br />III —III
<br />I—III=1 I : '. '• `, k
<br />SEE A/S3 0R J/S6 J -I Iil I I I tl ; ,1i1 I II I j.
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STC 1RY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />III-11I - 1
<br />i_
<br />Ii OP
<br />i r
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />s' Q
<br />d'. d
<br />;ONCRETE NAILS W 1 1/2'
<br />.MBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />'LATE TO CONCRETE
<br />AIN. SHEAR 180# MIN.
<br />ENSION 120#)
<br />op c
<br />N� l
<br />co 6 MIL VAPOR
<br />BARRIER
<br />1/2" GYP. BD.
<br />.HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />—CONT. BEAD SEALAIS
<br />INTERIOR
<br />CONCRETE
<br />m
<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 />E
<br />q�6x6W1.4xW1.4 N
<br />WWF OR FIBERMESH I �,
<br />— 4. . A-3� I
<br />K
<br />S3
<br />10"
<br />46 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F
<br />SCALE: N.T.S. S3
<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 />—_III=III—II m d
<br />� I—III=III—IIII D
<br />W ' 1—III=III I I=� o •
<br />' —III—III III —I °
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />x %
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />w 2x4 P.T.
<br />PLATE
<br />0 7/16'
<br />O.S.B.
<br />COLUMN LOCATION
<br />SEC RE P T BTM PLA
<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 />a
<br />>
<br />Q
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />W
<br />COLUMN SIZE AND BASE
<br />_
<br />0
<br />w
<br />CONNECTION INFO.
<br />CO
<br />2 4
<br />SEE DETAIL 16/D1 FOR
<br />U x . . TE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />'°'
<br />O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />CMU BLOCK BASE,
<br />IFSQUARE
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />r, FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or COMMUNITY SPECS B PER
<br />0'-0" FIN. FLR.�
<br />1 /2"(min.)- 4"
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (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 1, E
<br />—III—I I I -I I I_
<br />III III—III—III—� .-
<br />(2) #5 CONT. =1 11-111 III, , , I I-1 I I, , , I I
<br />ON 3" CHAIRS
<br />(TYP.) 8„ 1'4' 8„
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0° �S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />d —
<br />C)
<br />v -
<br />-v
<br />d� - —III 11-1 11=1 I I N _ e
<br />00
<br />Cl) 'E
<br />T '
<br />SEE A/s3/J/s6 =1 I "III III=1 I I III "�
<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" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />00 GRADE d ° M
<br />= v d _
<br />l ;III —I I ' ° d' d• I —III —III —III —I'
<br />1—_III—I III—III-111=1 I W
<br />o w I II I I1111. a I I1=III=III - z z
<br />' I1=1 =1 11=111=III=III I 1 III=11— � FOOTING J
<br />-1 I I I I �I I I —III —III —I I I I I-1 I I —I 11=
<br />11,;1111=III=III=11 I ,� I ...III-1 I I—' BEYOND
<br />3AD REINFORCEMENT III —III —I I I-
<br />3" MIN. CLEARANCE
<br />SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />MAY 2 4 2022
<br />VIRTUAL REVIEW ASSIST
<br />Virtual Review Assist, Inc.
<br />"Mans Review completed and a d
<br />for compliance with the 2020 PSC 7th
<br />Edition by Debra Anne Klahr PX2300
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