|
(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 />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<br />INSULATION BAFFLE
<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. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />M =III=T=I II 1 I r °
<br />6 MIL VAPOR I I II I' D I
<br />BARRIER III r 4
<br />COMP. SOIL. 11M.
<br />'COMPACTED TO 95% -I I I I =III=III
<br />MODIFIED PROCTOR III 11 111—III-11
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. V-4" (1 STORY)
<br />U.N.O. 4" 1'-8" (2 STORY)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = V-0"
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />12" N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"&'X16" 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 />FINISH
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />co
<br />U-
<br />IY
<br />w
<br />IL
<br />CD
<br />4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />AT GARAGE, CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00
<br />=1 =III= = z
<br />III �
<br />CV
<br />I1 11 NOTE: EXTEND DECO FINISH
<br />4" to 6" BELOW GRADE
<br />STD. 90 HOOK
<br />(SEE DETAIL)
<br />rA
<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"
<br />PAVERS -1//-O.H.D. RECESS
<br />Z_
<br />�M g
<br />00
<br />SEE A/S3 OR J/S6-`-Illl 1 I 1 IIII 111 „III I I I I P
<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 />°
<br />J11=III- 1=1 m
<br />-III II III
<br />I I'IIIIIIIIIIIIIIIIIIIII I l °
<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. d
<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 r
<br />WWF OR FIBERMESH
<br />1=III=1J1 III
<br />II III —III —III—' r
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<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 />GG
<br />S3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />CV
<br />E LEV. 0'-0"
<br />IFA.F.F. OIL
<br />d. V
<br />Q. n' , a' a. n' ° a n• .. ° q' d ELEV. -0'-3 1/2"
<br />n A.F.F. o
<br />o ° . n .' ° ' ' . 2x4 CONT. ° • ° LL
<br />e° d -
<br />n g° O ° n d n °
<br />° GARAGE DEPTH VARIES a n
<br />e °'.
<br />I I
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />N
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,\ z
<br />°' ° v GRADE
<br />°°-_-
<br />1 2 REBAR w/ OPT.
<br />-111= I ;1=1 I I II I II II I IIII III III I I II I 111=SCREEN ENCLOSURE
<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 />CV '
<br />r
<br />M
<br />a: : o0
<br />-III-II 4' I _
<br />i mI.11 1-111-
<br />Ti
<br />11=I I _-1
<br />I
<br />II111 I n'� IIII111'
<br />SEEA/S30RJ/S6---- -Illll Illl ,lil,,, IIIII.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<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 />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 />(2) ROWS OF 2x BLOCKING @ THIRD POINTS -�
<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 />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.C. W/
<br />2" 0/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 2"
<br />�3 1/� 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. 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=I I I=I 11= 1'31/2"(min.)- 4"
<br />00
<br />( D.-I -III-III=
<br />�`31/2"(min. -4" III,IIII I_ a -III III -III-
<br />-
<br />I I EI I I 11=III-III=III L=III I I'
<br />(2) #5 CONT. -11, ,IIII (IIII IIII1 111 ,III- I'
<br />4" 1'-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (a) STEP (a SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />/8"OR 1/2" HIGH STRENGTH —
<br />J.N.O.) (OR %" GYP. TYPE "X" @
<br />IARAGE W/A HABITABLE ROOM
<br />,BOVE)
<br />P.F. DOUBLE
<br />OP PLATE
<br />>IMPSON SP2 w/
<br />12) 10d NAILS
<br />/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />!_x3/16" PLATE WASHER (TYP.) -
<br />ALT: 1/2"x12" TITEN HD @ 24"
<br />).C. OR 5/8"x10' WEDGE ANCHOR
<br />D 24" O.C.)
<br />SIMILAR AT FOUNDATION ONLY"
<br />= NOTED, THIS REFERS TO THE
<br />'TEP, SIZE OF FOUNDATION AND
<br />0NFORCEMENT AND WILL NOT
<br />VCLUDE THE WALL
<br />kTTACHMENTS
<br />3 1/� 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 />f6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />r(
<br />D °P.
<br />= I=1 11=
<br />3 1/2"(min.) - 4" =III=III =III III=�
<br />=III IIII I III=1I1=1I1=III III - III
<br />(2) #5 coNT. I 14,;I II � IIIII �JIII,,� IIIII � lI I,,,I8,1-
<br />U.N.O. I Y MIN.
<br />TYPICAL BEARING WALL STEP
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY �GoNUo S
<br />FORM SUBMITTED WITH PERMIT
<br />APPLICATION NOTE:
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />nnGTA1 I ATu MDQT) I AVGac 1/4" TWIr V GAru SIMPSON SP1 w/ (10)
<br />SCALE: 3/4"=1'-0"
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" """ " "" "' ' "" `"""" -1- .... ""' ... CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 10d NAILS
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
<br />FIBERMESH BAR o ENOLTS 6" D OF 2 MAX PLATE
<br />FR FROM
<br />WEEP SCREED INSTALLED „
<br />EPER MFR INSTRUCTIONS -#3 OR #4 REINFORCING BAR U u
<br />v . . u GRADE 40 MIN. Fy= 40ksi G °
<br />N - z_ #3 & #4 LAP SPLICE
<br />r ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a —III—i11—III m
<br />M — — — .p u 25" MIN. LAP [30" MIN. LAP] III I I I D
<br />- w i=111=III I I-�
<br />6 MIL VAPOR BARRIER -1 I I III uj
<br />o ° I I=1 11=11 I=111=_ °O —III-11 I III —I °
<br />1=1 I I I I l i=T� III=�=, T #5 REINFORCING BAR R 1 7/8"
<br />11=1I1=1I I -I I I -I I1- r #5 LAP SPLICE
<br />1 I I I 1 I 1=1 11=1 11=1 11=1
<br />COMP. SOIL. (COMPACTED TO I I II ° a . — 11=III-111-111-11 I 36" MIN. LAP [36" MIN. LAP]
<br />95% MODIFIED PROCTOR ASTM 111 I=�1111�=j�j111=I11,,,I ���I=ljjj111=1 I 1=111-1 I I 10"
<br />D1557) '� Ii�I�L..I�11111�I�II11111�IIII- I�
<br />4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL EXTERIOR FRAME WALL FOOTING KE REBAR DETAILS F
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />Ol ,- " a J CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />aa.
<br />GARAGE
<br />:ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />MBEDMENT @ 12" O.C. W/DRYWALL SCREWS @ 8"O.C.
<br />�TAGGERED, FROM BOTTOM INSULATION PER CHART
<br />LATE TO CONCRETE ON FLOOR PLAN
<br />01N. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />ENSION 120#) CONCRETE SLAB E
<br />6x6W1.4xW1.4 r '
<br />`WWF OR FIBERMESH
<br />M 6 MIL VAPOR !'rl I=1 I=1 Z
<br />BARRIER — ' J L �! -
<br />-III'
<br />I r 1 =IIII 111111111111
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K
<br />S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />TOP OF BEAM 'QP/
<br />(2) HTS20
<br />d 2x4 P.T.
<br />PLATE
<br />7/16'
<br />O.S.B.
<br />COLUMN LOCATION
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />0'-0" FIN. FL
<br />SEE ROOF PLAN
<br />FOR TRUSS
<br />CONNECTION INFO
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />111INETA N4.11aw_\a
<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 />COMMUNITY SPECS
<br />(2) #5 CONT. =1 I I=1
<br />ON 3" CHAIRS
<br />8" V-4"
<br />(TYP.)
<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 I
<br />WWF OR FIBERMESH ;, .
<br />II -III -III -III o
<br />I—T r
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" 13
<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 />n
<br />�cj'l —
<br />..
<br />11111,;,111
<br />_ n
<br />r -� �. � I III -III III„IIIIII 4 co•�
<br />N, '1 IIII'
<br />M I I • . d. -
<br />_
<br />SEE ws3/J/s6 =III , ,III III=1 I 1=III , ,11'
<br />4" 1'-41i Virtual Revi
<br />FOR REINF. INFO. Mans Re
<br />8" view Com
<br />OPTION #1nr Compliance with
<br />SEE TYP. WALL SECTION FOR ADDITIONAL by Debra An
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. rM
<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. r '
<br />d, GRADE a ° M
<br />°
<br />_ III=III ' `' °• �_� =III=III i� I w
<br />1-II-I III -III -III -I
<br />in
<br />o I I III I II I I1 a� . l 11=III=III-, z a
<br />a = __ MNcr
<br />I=1 =III=III=III=III I I I I =III FOOTING
<br />-III III=III-III-III-III III=III-III-
<br />I I-1 I -I 1-1 I -III I I-1 I I-1 I I-' BEYOND
<br />PAD REINFORCEMENT -III—III—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
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<br />--
<br />LAST PLOT DATE
<br />May. 9, 23
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