|
(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" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV, VARIESAJ
<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 />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1#5 CONT.
<br />CEILING & 8" O.G. WALLS
<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 />V)
<br />3 1/4" BASEBOARD
<br />U_
<br />fz
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />o
<br />MUNICIPALITY.
<br />r'
<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 />°°
<br />Cl)
<br />=111=111=1 I
<br />00
<br />6 MIL VAPOR
<br />IIIII
<br />°
<br />I =11=
<br />= z_
<br />BARRIER
<br />III
<br />G
<br />II III I
<br />D� �
<br />III=
<br />N
<br />COMP. SOIL.
<br />IIII
<br />(COMPACTED TO 95%
<br />—I I
<br />I I =III=III
<br />11=
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />III
<br />I I III —III
<br />—I I
<br />I I I
<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 />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 />rA
<br />SCALE: 3/4" =1'-0"
<br />53
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE PAVERS SLAB 14" O.H.D. RECESS z
<br />�M
<br />-III—III—I I . d ••, .:. � : — -
<br />4 I °°
<br />-III—II '�� � : •.. I=1I_I=
<br />LIIE.
<br />SEE ws3 OR J/s6 I E. I II I I ;IIII-
<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 �)
<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 />6
<br />-III—III=J 1. m
<br />I=111=III=�.1 I -
<br />I'ill�lllll�lllllllllll—_I / n
<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 E
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH `o
<br />a
<br />rE
<br />I '-III—III=1 I I—'
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT rG
<br />SEE TYP. WALL SECTION
<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 />SCALE:3/4"=1'-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 />_J
<br />a 4 . A.F.F.
<br />° . a'
<br />d °... ' °'A a . a, °d
<br />ELEV. 0-3 1/2'
<br />d
<br />OG ° A.F.F.
<br />A ° 2x4 CONT. J_
<br />°° d -
<br />° ° g° o
<br />° GARAGE DEPTH VARIES a a
<br />GARAGE SLAB AT STEP B
<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 %" 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 1U-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<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"°0/16" 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 />1/2"(min.)- 4"
<br />- — a
<br />31 /2"(min. - 4" ! I-1 I V IIII I —I I —I i I•
<br />IE-11 T I I=_11
<br />III=III=III=III III —III 1' '
<br />(2) #5 CONT.11
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (� STEP C� SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<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 />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL
<br />ATTACHMENTS
<br />1111111M 1.1m
<br />�3 1/� 2" MIN.
<br />(min.) - 4", ;III ,I I 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 />NSULATION 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 />--
<br />' 11—i I=41 1,I II I 1=
<br />(2) #5 CONT. —i 1 97=4--
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=V-0" QS3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />?CIS'
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" 0/0 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 />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 />NOTE.
<br />SEE SECTION C/S3 FOR
<br />-
<br />#5 VERT. IN FILLED CELL
<br />1/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<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 NOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" 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 />2x P.T. PLATE
<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 />SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH
<br />I
<br />BAR
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />o
<br />EOD OF 2' x PLATEN
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />W
<br />°
<br />GRADE
<br />,
<br />° °
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />C
<br />a
<br />c
<br />Z
<br />—
<br />T o p
<br />Cl) — — — °
<br />— — —
<br />FINISH GRADE 00
<br />p�
<br />�q
<br />_z
<br />-
<br />25"MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />a
<br />g
<br />-III—III—III
<br />i=III=III=III
<br />m
<br />D
<br />n
<br />LIJ Iwo
<br />,
<br />REINFORCING
<br />#5 LAP SPLICE
<br />COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] x x /A x x x
<br />'� •
<br />REINFORCING•1 HOOK
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-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
<br />n p
<br />rrT
<br />° II—III—III=III= `?
<br />III IIII=1I1=1II—' T
<br />ii
<br />„'- " - TYPICAL INTERIOR BEARING
<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 />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />GRADE
<br />°°
<br />= — =(1) #5 �REBAR w/ OPT.
<br />i II I III IIII I III I III I IIII I III 1 I IIII 11=SCREEN ENCLOSURE
<br />4l1�8- 1
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE LE
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS ZE
<br />N ..
<br />� I' I I IIII I II I •" ..y. FE
<br />I_� I I •a.,:..� , . III—
<br />SEE A/S3 OR J/S6 i �� � IIIII I IIII„ IIII IIII-=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS rT�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />2 1/2" FROM SLAB
<br />0L !_Ql a J CONT, BEAD SEALANT
<br />a ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />°
<br />4.
<br />d
<br />GARAGE
<br />;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />:MBEDMENT AI 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />iTAGGERED, FROM BOTTOM INSULATION PER CHART
<br />'LATE TO CONCRETE ON FLOOR PLAN
<br />MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 71
<br />'ENSIGN 120#) CONCRETE SLAB
<br />6x6VV1.4xW1,4 N I
<br />c WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />11=11=11= _
<br />BARRIER 1L 1L 4'i =11I—III= I I I
<br />I-
<br />_ILI IIII ,III,,,III,;
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />REBAR DETAILS
<br />r 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 />& 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 />SCHEDULE
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />w COLUMN SIZE AND BASE
<br />❑
<br />w 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 />IE TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />ME
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-6
<br />COMMUNITY SPECS
<br />1Mm
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S 3
<br />1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />�M d —�
<br />CN
<br />- �
<br />jII IIII'
<br />Cl)I I a —III=
<br />SEE A/S3/J/S6 4I 1I , ,III, I ICI_ IIII III , ,� I $„
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. rm_"�
<br />SCALE:3/4"=V-0" �,13
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS 7
<br />TO FOUNDATION PAD _9
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />Cl)
<br />00 GRADE
<br />LU
<br />I I I=1 I I ,°.—III—III—III—I'
<br />—III—I .=III—III=III—III w
<br />O U)I I I I II I II °� . I - I I=1I 1=1I 1 - z z
<br />U) ' I �=1 =1 11=111=111-III I I III=III--; FOOTING J
<br />-1 I I I I I=1 I I —III —III —I I i III —III —III_ U
<br />11,;,111=III=III=III ,II ...III -III-' BEYOND
<br />'AD REINFORCEMENT -III—III—I I 3" MIN. CLEARANCE
<br />SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. 13
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