|
(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 />Z
<br />YP.) 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 />W1AXW1A WWF OR
<br />"FIBERMESH"
<br />c
<br />T _III —III —I I I V
<br />M �
<br />D
<br />6 MIL VAPOR
<br />BARRIER IIII 1 4 1
<br />COMP. SOIL. IIII >'
<br />COMPACTED TO 95% —I I I I =III=III
<br />MODIFIED PROCTOR I I I I I I I 1=1 I I —I I
<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" V-8" (2 STORY)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = V-0"
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />12" N 0 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"x8"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 />M
<br />U)
<br />U_
<br />Iz
<br />w
<br />a
<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 />60
<br />=1 =1 I = = z
<br />III iv
<br />IIII 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 52"
<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 d z
<br />4 II T
<br />a. 0?
<br />SEE A/S3ORJ/S6'_11111 II1 _1_AJI,,, 11111111;
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR / T-8" (1 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 #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 />I-III=111=—=—III
<br />'L]Jill IIIIIIII1 1 1III1111
<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 r
<br />WWF OR FIBERMESH
<br />°
<br />==JJ 1=J1=1 11=
<br />II III—III11Im II -
<br />1 8" 1 -1 H' ..—. L , .8'r. l
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT rG
<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"xl6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />CV
<br />ELEV. U-0"
<br />Ilk
<br />d a" A.F.F.
<br />Q . a Q • : 4" '° a ELEV. -0'-3 1/2" H
<br />° •` •.e ° A. e ° d O
<br />A.F.F. O
<br />e.° a a ° e a 2x4 CONT. ° °" ° ° LL
<br />e° a e° d .° -
<br />,e 4° O
<br />,d d e. N
<br />° GARAGE DEPTH VARIES a
<br />4.
<br />GARAGE SLAB AT STEP rB�
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH ---�
<br />'TRUSS BOTTOM CHORD OR 2x4 42 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 />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 />z ° =III=III=mI31/2"(min.) 4"
<br />° —I —III :11 I- '
<br />31/2"(min. - 4" III=III I_I—� I I-
<br />- —III—I I —I j 1.
<br />—III illl III=III=III=III III —III I''
<br />(2)#5CONT.I -1I ; IIIIII„III--IIII,�,II ,;,I11= 1'
<br />4" 1'-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL rc
<br />"SHEAR WALL" SCALE: 3/4"=V-0" k nn I
<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 />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 />�3 1/2" MIN.
<br />° III=III=III='31/2"(min.)-4"
<br />00 = 1—I I I —I 11- '
<br />3 1/2"(min.) - 4'l. =1I1=III =III 1 I I —III_
<br />it I I I I I I=1 11=1 11=1 I i III —III ''
<br />(2) #5 CONT. 14„I I_„I I1=,�1141,� 1I I lilt I,;,I81
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a" STEPrc c
<br />SCALE:3/4"=1'-0" S3
<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 />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 />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ens"
<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 />INSULATION PER FBC AND ENERGY
<br />'00S
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />il
<br />Go
<br />1 x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<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 />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />@ 24" O.C. VERT, OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1l8"THICK.
<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 />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LA,-;]
<br />#5 REINFORCING
<br />r
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />�,
<br />°
<br />° ' °
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE MIN. Fy=40ksi
<br />°
<br />z
<br />°
<br />M ° D
<br />°
<br />FINISH GRADE 00
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />° —.111=1 —III
<br />° A. °. O0 6 MIL VAPOR BARRIER �I r, III III , > ° ° 1 I=1 I =1 I I=� co
<br />AAA
<br />'
<br />=11 Ell ° III r #5 REINFORCING BAR R 1 7/8"
<br />I=III=III=III=III=III=� I _ _ _ _ N z
<br />III=1I1=1I1=1I1=1I1=1I1= z IIII .11-111-11I—III—III r
<br />D° I—
<br />III —III —III —III —III —I III—III—III=1 I I #5 LAP SPLICE
<br />III —III—III— III —III —III- EN COMP. (COMPACTED 11111 ° . 11=III=111=111=� I 36" MIN. LAP [36" MIN. LAP]
<br />9MOD FIEDPROC OR AS�M ' =III=1 I =1I 1=1 I I=III=1 I I=III=1 I I=III-1 L=III=1 11=III=1 11=1 I I 1 I I I-III=III—III=I I I—III=I I IJ—11=I I I=III=III—III-�' III �I 1-==_�
<br />101,
<br />111 iiD1557) - 1 11 11f
<br />4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />—1 1=1 I I-1 11=1 11=1 11=1 1=1 11=1 11=1 11-1 11-1 I I— I'- #6 LAP SPLICE
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />d ° �r GRADE
<br />00 °
<br />II.II_I-III=II_=1I_=11=�1=—� I ' — — — — —
<br />=114 I I I (1) #5 REBAR w/ OPT.
<br />—III—III—I I1= I1= I1=1I1= I1=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 />r e:4.
<br />. e .
<br />—II �111111111= 1iOP
<br />4 �
<br />111 IIII
<br />III l e",' r ... L-1 I I•
<br />SEE A/S3 0R J/S6 -I 1111 I I I I l 11, ,, 111 Ill
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />2 1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALANT
<br />e Q
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4.
<br />GARAGE
<br />:ONCRETE NAILS W 1 1/2' 112 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 />ENSIGN 120#) CONCRETE SLAB E
<br />6x6W1.4xW1.4 N '
<br />WWF OR FIBERMESH
<br />'= a ,
<br />`= 11=1I1= III 1 III=1 °
<br />M
<br />BARRIER
<br />=III=11=1 — I =III=111_
<br />_IL111111 111111 IIII ; III-
<br />4„ 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" 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 />BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W °
<br />g I � III —III —III
<br />W I—III=III —� ° •
<br />n ''—III—III III —I °
<br />REBAR DETAILS
<br />Ill F
<br />SCALE: N.T.S.
<br />S3
<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 />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 />2x4 P.T.
<br />PLATE
<br />O.S.B.
<br />EO
<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 />U)
<br />SCHEDULE
<br />>
<br />Q
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />c;
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or AB PER
<br />Al AliI-I.I i-I m
<br />COMMUNITY SPECS
<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 N �:
<br />WWF OR FIBERMESH
<br />II —III —III —III o
<br />III III=III=III—' f
<br />(2) #5 CONT. =1 1=1 I I-1 I, I PEI I 1=1 11-
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1'-4" 8'.
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=1'-0" S3
<br />VAKILS
<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 />fM d
<br />for
<br />OP
<br />d . III III III; N�
<br />-r �� �. 11-1I1-1I1-III-1I I III M
<br />l l
<br />SEEA/S3/J/S6 II,I „III III, �111=III,,,II
<br />FOR REINF. INFO. 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. r '
<br />00 GRADE a d M
<br />.4.
<br />c�LU_III=III . d . d • ` —I—I I —III —III —_I'
<br />Z Imo- w o l—III—I III=III—III=1 i W
<br />oLU
<br />co I I I I I I I I I I I=1I 1=1I 1- w - Z
<br />_ _ • z
<br />.°•
<br />LL a a = `'
<br />I �=1 =III=1 11=III=III I I =III=1I� _— FOOTING
<br />-III III —I I 1=1 I I —III —III III —III —III_ U
<br />11-III=III—III=1I ,I1-1I1-1I1= BEYOND
<br />PAD REINFORCEMENT -111—I I I —I i i—"
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />M,
<br />•y ' $
<br />LO
<br />arm
<br />Li)
<br />00
<br />LO
<br />w
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