|
(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 />P.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" 0'S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />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
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(2)#5CONT ,ON3"
<br />6x6W1.4xW1.4 N
<br />CHAIRS (TYP.)4111-
<br />� p
<br />WWF OR FIBERMESH Cl)
<br />°
<br />°
<br />W t I1
<br />9
<br />_
<br />111-111,
<br />-I LI --I llI
<br />I Im
<br />I
<br />IIIIICI I=I ,I
<br />I I
<br />1 8„ -.1, ,—, ,�, ,..
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT K'�GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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 />ELEV. 0'-0"
<br />a 4 . A.F,F.
<br />A.
<br />a.
<br />a a ° A' : ° ° d . , ELEV. -0'-3 1/2" Iz�—
<br />° ...4 ° ° ,' ° a. a ° d O
<br />A.F.F. 0
<br />° a 4 2x4 CONT. ° IL
<br />A s
<br />° a°d..a O
<br />N
<br />GARAGE DEPTH VARIES °
<br />GARAGE SLAB AT STEP �B�
<br />SCALE: 3/4"=V-0"
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA
<br />STRENGTH CEILING 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8" 12 N.O. 2x
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR
<br />ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U.
<br />SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT
<br />CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL
<br />INSULATION PER SEE CC/S3 OR N
<br />CHART ON FLOOR G/S3 FOR ANCHOR
<br />PLAN 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />NAILER TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SIMPSON SP1
<br />STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS SPACED EVENLY
<br />ARCHITECTURAL TYP, 2x P.T. PLATE
<br />FINISH ASSUMED FINISHED
<br />1x2 PT WD FURRING @ 24" O.C. GRADE
<br />(1) #5 VERT. IN FILL CELLS MONO OR STEMWALL
<br />1/2" GYPSUM WALLBOARD ° z
<br />U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN o ° o
<br />00
<br />FOR LOCATIONS) FOR CLARITY a
<br />1x4 P.T. BASE NAILER ° I I:EE—III—III=IIIco
<br />—I z
<br />III —III —I 11=1 11=1 11=1 I I-
<br />D: I —III —III — III —I I
<br />3 1/4" BASEBOARD NOTE: g ° p D ' III —I I 1=11 I —III —III —III= c"
<br />FOR BEARING WALL _ �I I IIIIIII I (IIIII (IIIII (IIIII I IIIII=' r
<br />MIN. 2500 PSI CONC. SLAB a W/ UPLIFT ONLY —„ r
<br />1=1 11=1 11=1 11=J 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=—L=1 11=1 11=1 11—
<br />MIN PSI MAY VARY PER o -I I I=11 I—III=1 I I—III=III=III=III—III=III=III=III—III—III-1'
<br />MUNICIPALITY. `'' 4"x4" INSPECTION PORT AT "—I I=1 I I=1 I �, ; 1 IIIII i IIIII i IIIII IIII III-� I I III=
<br />CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL
<br />WlAXW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />"FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />CURB DUE TO SLOPE SLAB INFORMATION. S3
<br />r, =III=III=1 r• ° ap 6x6W1.4xW1.4
<br />COD 6 MIL VAPOR 1111 I D D min.) 4 WWF OR FIBERMESH
<br />- z
<br />BARRIER III D , D C III ° e "v GRADE
<br />COMP. SOIL. 111 I III- C"!°°—
<br />(COMPACTED TO 950/(
<br />MODIFIED PROCTOR III I I III=III—I I III NOTE: EXTEND DECO FINISH -1 I I= i I I—_ -(1) #5 REBAR w/ OPT.
<br />—III=III—IIIII III=II
<br />ASTM D1557) 4" to 6" BELOW GRADE ' =1 11—III-III— 11— 11=1 I I— I (=SCREEN ENCLOSURE
<br />(2) #5 REBAR CONT. 3" MIN, CLR. "' -I I III I 1 011I III—III- '
<br />4,� 111 I ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK
<br />U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) MIN.
<br />TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4" = 1'-0" S3
<br />SCALE:3/4"=V-0" 13
<br />OPT: DEPRESS SLAB 5 2"
<br />DEEP AND 6" BEYOND BLOCK WALL BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT
<br />PAVERS / DRIVEWAY
<br />13 CONCRETE SLAB 14' 9 v
<br />PAVERS O.H,D. RECESS z O.H.D. RECESS
<br />2 M
<br />N a ...
<br />J _ _ —I I —
<br />. 'a • I -11 � I I_I I I; I III—j�
<br />.,�' • � ':. - _— _
<br />-III—III—I I „ -III III —_, . 4„
<br />-III—III 4 I 00 I 11=
<br />1=III=11 '• : , —11= ' 11=III � a ' -, ':: —I
<br />11=1 I I T=1 -I I I-1 I-*: _I
<br />1=111= I a
<br />III
<br />I —III III-1 I I _
<br />III — SEE ws3 OR J/s6 =I I II I II I II III I I it
<br />SEE A/S3 OR J/s6 - I I I I I=IIITT'
<br />III-
<br />I I I =it FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF, INFO. MIN. CLEARANCE V-4" (1 STORY)
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-8" (2 STC RY)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. 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" 0/C FIELD,
<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" 0-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.) 2
<br />3 1/2" MIN.
<br />D
<br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. wl (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 />z p°11= 1 '31
<br />00 - — — _
<br />(1/2"(min.) - 4" 1 � 1=1 � 1 =111 11 I=T
<br />-_ —III—I I —III.
<br />( I I I I I — 1 I 1=1 11=I 11=I I I I I I —ICI I I I
<br />(2) #5 CONT.1— -11 ,1111111 I I I II L I I I I I I ICI=
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0) STEP l) SHEARWALL C
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<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 />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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />1GQ �N�o s
<br />FORM SUBMITTED WITH PERMIT
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />f
<br />1/8" 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 HOOK DETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<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 40 MIN. Fy= 40ksi
<br />r ° D
<br />Cl)
<br />FINISH GRADE 00
<br />25" MIN. LAP [30"MIN. LAP]
<br />[GRADE 60 MIN. Fy- 60ksi]
<br />6 MIL VAPOR BARRIER -III
<br />III
<br />D D °
<br />I I=1- I==1 —=_
<br />111
<br />-
<br />CID
<br />1 I —1 I I=T=1 I I—,
<br />r
<br />#5 REINFORCING BAR
<br />'
<br />111
<br />D.
<br />I I —I I —I I I —I I I —I I I r
<br />III=11I—
<br />Z
<br />#�, I AP RPI IrF
<br />COMP. SOIL. (COMPACTED TO IIIII I I=III=III1
<br />95% MODIFIED PROCTOR ASTM 11111=111=1111=HIE
<br />D1557) I I I I IIIII I I II IIIII IIIII „IIII;,( I I
<br />4" V-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'-0" J CONT. BEAD SEALANT
<br />� a . a Q
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />°P _
<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 />ITAGGERED, FROM BOTTOM INSULATION PER CHART
<br />'LATE TO CONCRETE ON FLOOR PLAN
<br />VIIN. SHEAR 180#MIN. CUNT. BEAD SEALANT
<br />ENSIGN 120#) CONCRETE SLAB
<br />r6x6W1.4xW1.4 cam, '
<br />° � 1 WWF OR FIBERMESH
<br />M 6
<br />BARRIER '=11I I I I I 11 I' 1
<br />�IIIIIIII, I1111I IlIII�
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K
<br />S3
<br />C31/� 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 1U-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 />31/2"(min:)-4"
<br />'' =III �I I I I I I I=1 11=1 11=1 I I III —III ''
<br />(2) #5 CONT. I 14,;1 1 IIII=�1141,11111 11 II =1811
<br />U.N.O. MIN.
<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/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />Q
<br />BOLTS 6" MAX FROM
<br />o
<br />END OF 2" x PLATE -�
<br />w
<br />D
<br />J
<br />U)
<br />-III—III—III
<br />6
<br />�
<br />I � I I I —III —III
<br />D
<br />w
<br />I —III —III
<br />I I —I D•
<br />n
<br />10"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS
<br />rF
<br />SCALE: N.T.S.
<br />S3
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFC
<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 />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />Z
<br />ATTACHED PER NAILING
<br />w
<br />o
<br />SCHEDULE
<br />Q
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />g
<br />w COLUMN SIZE AND BASE
<br />o
<br />w CONNECTION INFO.
<br />U
<br />SECURE 2x4 P.T. BTM, PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" 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 />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />IT
<br />PAVERS or SLAB PER
<br />n All r'AI r' n L
<br />�BRICK
<br />COMMUNITY SPECS
<br />\//\\I/\I�j/\ .__tee 1 1�����. �/�j/\��\��� • ... •
<br />SCALE: 3411=11-1-1�1
<br />(2) #5 CONT. =111=11111
<br />ON 3" CHAIRS
<br />(TYP.) L 8" V-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 N _
<br />WWF OR FIBERMESH C E d
<br />D4zIII—III—III-
<br />III I I I=1 I :,
<br />91
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S3
<br />VARIES
<br />1 1/2" RECESS FOR 6 X 6 W1.4 x W1.4
<br />S.G.D, (U.N.0.) WWF OR FIBERMESH
<br />-71
<br />N I III-1 I II III, I I II IIIII .
<br />M l it I� a. a _IIII I
<br />SEE A/S3/J/S6
<br />8"
<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 _E d
<br />CONT. FOOTING STEEL MAT REINFORCING. f '
<br />00 GRADE a ° M
<br />°_ _
<br />c� Uj ;III-1I I ° °. I=1I1=1I1=1I I —I
<br />— =III—_III=III—I I w
<br />0 0 `� I II I II I1 a� . III=III=III z
<br />1L I— ° .. a a = - M -
<br />1=1 =1 11=1 11=1 11=1 I= _
<br />-III III—III=III—I I 1=1I III —III —III= ' FOOTING L'
<br />-1 I —III —III —III ,I I —III-1 I I- I BEYOND
<br />PAD REINFORCEMENT -III—III—I=1—" -
<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 />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edi n
<br />by Debra Anne Klahr PX2300
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