|
I - --- a IV
<br />(2) LAYERS ASTM TYPE II OR AST M 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 />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />.N.O.
<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.C. 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 "S" 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 PER
<br />LMo
<br />MUNICIPALITY.
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />Wl AXW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />.E
<br />CV
<br />T
<br />°
<br />IT- I 1_
<br />00
<br />M
<br />_
<br />6 MIL VAPOR
<br />D
<br />50
<br />-
<br />BARRIER
<br />I
<br />V • •
<br />III=
<br />T
<br />COMP. SOIL.
<br />11I
<br />°
<br />(COMPACTED TO 95%
<br />—�—III
<br />11=
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />III
<br />I I I I ILI
<br />11—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 />V-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 />rT�
<br />SCALE: 3/4" = 1'-0°
<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 />O
<br />PAVERS`.H.DRECESS . ;. z
<br />' ; F
<br />SEE A/S3 OR J/S6—`1i111 1111, I11i1 1111 j1i1=
<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 />a
<br />==-Ill=-ll ll m
<br />1-III—III—III I ° •�
<br />f, �IIIIIIIIIIIIII�IIII I D/ °
<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 Q
<br />WWF OR FIBERMESH ``'
<br />°
<br />I I III —III —III—'
<br />1 8" l —,1'-_�" ..—. ''E' . , F'
<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 s
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />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" OL
<br />A.F.F.
<br />e. °
<br />a d '..Ia °.q' d' d ELEV. -0'-3 1/2"
<br />° ... d° e o e °. ° O
<br />A.F.F. o
<br />°'° ° a ° e C 2x4 CONT. °' ° ° LL
<br />'d a A.
<br />N
<br />GARAGE DEPTH VARIES
<br />°.,. .a ' . ° .. Q. 4
<br />GARAGE SLAB AT STEP rB
<br />SCALE: 3/4"=V-0" S3
<br />5/8"OR 1/2" HIGH STRENGTH J
<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/r 2" MIN.
<br />(2) #5 CONT. —/
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />"SHEAR WALL"
<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 />MIN.
<br />D SHEARWA
<br />SCALE: 3/4"=V-0"
<br />1 /2"(min.)- 4"
<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 />2-0/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<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 001 w/ I, IV) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />ATTACHMENTS 2" WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />D I =T-�=' 1/2"(min.)- 4"
<br />°O — I—III=III
<br />31/2"(min.) -
<br />—III �I�I 1 111=1�1—I 1=I11 Ill —ICI I�
<br />(2) #5 CONT. I I 14,;1 1, 1 1111--111�1; 111—I 11 18� �—
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=V-0" S3
<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 />�Go SN�o s
<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 />#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 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 />(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 124" MIN. LAP]
<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 />A..
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />?
<br />M
<br />° >
<br />p P .
<br />FINISH GRADE °O
<br />2
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />°—II_1=-111 ___
<br />°O —III III o ° II —III —III —II °0
<br />° o. °� D 6 MIL VAPOR BARRIER
<br />#5 REINFORCING BAR R 1 7/8''
<br />_
<br />Z III o I I-1TI—TI f=1 I I —III= - z r
<br />III—III—III—III=1 I I —III-_ I I . I I I=1 11=1 11=1 11=1 T #5 LAP SPLICE
<br />o ° I —III —III —III —III —III —I I �
<br />g ° III—III_=III—III—III- N I I II I p°' 1=I I=III=III=� 11 36" MIN. LAP [36" MIN. LAP]
<br />=I 1=III=III=1 I=1 I= I T COMP. SOIL. (COMPACTED TO _ _ _ _
<br />—1' 95% MODIFIED PROCTOR ASTM -101,
<br />III=III=III=Ill=� 1=III=1 I I=III=III=III=III=III=III=I I I� ,I f I D1557) 111 ,1�--11_1=T--,, , ,I I, ,
<br />I I=111=III=1I I—III—III=1 I—III=1 11=1 I I=1 I I=1 11=1 I I-11 1—' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />I —I i I—f 11= _-�Ill
<br />— =III.,;,III ; 111=1II1111111=„111 ; 111-III-11= #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
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°°711171117-111711 =—
<br />=1#5 REBAR w/OPT.
<br />I�
<br />11 -11 I —III -III— I I=11= III =11=SCREEN_ENCLOSURE
<br />III—IHE=III' .1
<br />1I-
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13"
<br />O.H.D. RECESS d
<br />r
<br />M
<br />CV e' . r
<br />4 I o0
<br />111=
<br />°.
<br />SEE A/S3 0R J/S6--- -' 1111 1111 1i1 1 r
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<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 />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2 1/2" FROM SLAB
<br />0 CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />e e
<br />e
<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 />VIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />'ENSION 120#) CONCRETE SLAB E
<br />6x6W1.4xW1.4 N
<br />WWF OR FIBERMESH ce)
<br />N "It
<br />M 6 MIL VAPOR = =!'�I I=I I=I —-' Il'BARRIER —I I I1=1 I 1=1 I 1=1 11=
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x F.T. PLATE
<br />SPACE ANCHO:FROM
<br />a BOLTS 6" MAX
<br />oEND OF 2" x PE
<br />Lu G
<br />J
<br />a.
<br />IOL
<br />—III=III—III m s p .
<br />Lu
<br />g 1=, 111=III=11I I
<br />I ,,IT_ITiI I II 11 1 llil I I D�°
<br />REBAR DETAILS
<br />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 />. ;
<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 />tl 2x4 P.T.
<br />PLATE
<br />o.s.s.
<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 />w
<br />�
<br />Q
<br />SCHEDULE
<br />>
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />g
<br />W
<br />COLUMN SIZE AND BASE
<br />0
<br />�
<br />CONNECTION INFO.
<br />SECURE ')-A P T BTM PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR.?& COMMUNITY SPECS
<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 N _
<br />WWF OR FIBERMESH ,
<br />I I—III—IIIII-
<br />111 III I--III—III—'
<br />(2) #5 CONT. =1 I 1=1 11E.1 I I, , , I I, 1 I I,
<br />ON 3" CHAIRS
<br />(TYP.) 1 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-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 />°
<br />_°80
<br />r II -II =III-1II,;IIII a IIILI V rtuig Revie
<br />N L a —III Plans Review cowl
<br />co i 1 � •. III- for compliance with tl
<br />I1= by Debra Ann+ SEE A/S3/J/3618„
<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 EXTEND FILL CELLS c
<br />TO FOUNDATION PAD _t d
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />Cl)
<br />00 GRAD — a °
<br />a _
<br />? II I II I I °°•
<br />W1=1Tf—iTf I I I=1'
<br />-T-III- W
<br />t oLu _ I I IIT_II a� . I 11=1I I —I 11-, - Z z
<br />OOTING
<br />-I I f 1 I f I I 1=1TI-1 11=1 I I I=1TI—ITI=
<br />I-III=III=1 I I —I I I ,I I., .III I fT BEYOND
<br />'AD REINFORCEMENT ' -III—III—I 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 />_ >
<br />CM
<br />NO
<br />N
<br />Lo
<br />' ..j
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<br />L0
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<br />xO�JQpQWQLLUOp�O
<br />Ix
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<br />?Cyx— pz�po�QQ
<br />Cy,0, zoLZL mZ� U
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<br />LL
<br />Zz-0
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