|
(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />TYP.) V METAL PL. UNDER EA. TRUSS
<br />ARIES
<br />_ZzTyP7_)1
<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 />O.C.
<br />1x2 FIT WD FURRING @ 24
<br />1/2" GYPSUM WALLBOARD---'
<br />U.N.O.
<br />1x4 P.T. BASE NAILER ;2
<br />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONIC. SLAB
<br />MIN PSI MAY VARY PER r1
<br />MUNICIPALITY.
<br />!Emil
<br />CONCRETE SLAB W1 6X6
<br />W1.4XW1.4 WWF OR =
<br />"FIBERMESH"
<br />_71
<br />.S I
<br />E
<br />r=", Mr _1�1
<br />IE4EWL L 0
<br />6 MIL VAPOR flit"
<br />BARRIER
<br />COMP. SOIL.
<br />-� (IIH
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />ON 3" CHAIRS TYP* V-4" (11 STORY)
<br />2) #5 REBAR CONT 3" MIN. CLR.
<br />U.N.O. 4" 11 '-8" (2 STORY),
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" V-1)"
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />12" N.O. 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 />PE "S" MORTAR
<br />ARCHITECTURAL
<br />_P
<br />FINISH
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />U)
<br />ILL
<br />W
<br />CIL.
<br />LO
<br />4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />AT GARAGE, CON1 RACTOR
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00
<br />2
<br />11,
<br />OP
<br />=111 z
<br />NOTE: EXTEND DECO FINISH
<br />4" to 6" BELOW GRADE
<br />STD. 90 HOOK
<br />(SEE DETAIL)
<br />rA
<br />'iIi,i �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND BLOCK WALL BEYOND
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />PAVERS-\
<br />J_
<br />4
<br />Ali
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />SEE AIS3 OR J/S6 _LrTi-ILI IF, PH FrI -11-7-
<br />1'4" (11 STORY) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.)
<br />118" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />00
<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 />-I . .
<br />ELI,
<br />L
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 V-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & E
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />.6 x 6 W1.4 x W1.4
<br />VVVVF OR FIBERMESH
<br />. b. . . D. - -
<br />� JAI
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />G
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />vi (10) 1 Od NAILS
<br />T'Y P.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x`16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. V-101"
<br />OIL
<br />A.F.F.
<br />_1E =11 z 11
<br />0
<br />A -A . . �4 , . . - -
<br />A .4 4_3 1/2" z
<br />ELEV.
<br />T� A 4 0
<br />A
<br />4 A . F.F. ��
<br />A 0
<br />A 2x4 CON LL
<br />A A 4
<br />0
<br />-4
<br />C)
<br />4
<br />4
<br />GARAGE DEPTH VARIES
<br />. A.. 4
<br />A.
<br />GARAGE SLAB AT STEP
<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 Y8" GYP. TYPE .IXII @
<br />BLOCKING @ 12" O.C. vid (2) 12d TOE NA;LS
<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" (R302.1 1)
<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 HID @ 24"
<br />x 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.) 21'
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />t>
<br />I -_
<br />b
<br />i I JEJ I JEJ I IE�I 1/2"(min.)
<br />M
<br />00
<br />- I I 111-11 6 - . 0* -1
<br />3 1/2" min.).
<br />. . . . . . . . . .
<br />11 11
<br />(2) #5 CONT.
<br />4" 114.1 8"
<br />U.N.O. MIN.
<br />RING WALL a STEP SHEARWALL
<br />TYPICAL BEA rc
<br />4
<br />"SHEARWALL"
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />APPLICATION
<br />SCALE: 3/4"=V-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 />00
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />(cD K.O. BLOCK
<br />SIMPSON SP1 vv/ (10) 1 Od NAILS @ EA. STUD
<br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />WEEP SCREED INSTALLED BAR
<br />PER MFR INSTRUCTIONS N��-#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 4oksi
<br />�GRADE #3 & #4 LAP SPLICE
<br />t" - . . . . . . � FINISH 00 2 [GRADE 60 MIN. Fy= 60ksil
<br />1, . t, GRADE 25" MIN. LAP [30" MIN. LAP]
<br />[I I 1=1 I 1=1D. A I= 1:1. . . . . i
<br />z� I 1�1 I IE5�_'l I - . 111.1
<br />t> 00 0? 61 1� AAAN AAA'
<br />41, ii 7
<br />=111=111 > , 1 - I
<br />6 MIL VAPOR BARRIEFM9 t> 1:1
<br />711 �ml .. R 17/8"
<br />#5 REINFORCING BAR
<br />1> 1> z
<br />Z k I IEEI I IE9 I F=l I E.E.1 I I--
<br />#5 LAP SPLICE
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2.-, S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />-.4 =: = =� - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />8" C.M.U.
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />#5 VERT. IN FILLED CELL
<br />C14
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR
<br />SPACED EVENLY
<br />FIBERMESH
<br />2x P.T. PLATE
<br />A
<br />SSUMED FINISHED E
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SCALE: 3/4`"=1'-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---,,
<br />GRADE
<br />00
<br />IE1 I IEE
<br />#5 REBAR vv/ OPT.
<br />io,
<br />I_=1 I F1 I IEI I IE'] I I .. A
<br />I i=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0"
<br />S3
<br />EXPANSION JOINT
<br />4
<br />'A
<br />9 1
<br />4 1 Fil
<br />SEE A/S3 OR J/S6
<br />I IL
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-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 />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />d .1
<br />7=1 1
<br />0?
<br />-
<br />CID,
<br />COMP. SOIL. (COMPACTED TO A
<br />Z
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<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 />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />2",
<br />1 1/2" FROM SLAB
<br />010.1 CONT. BEAD SEALANT
<br />. -_ j
<br />A . < INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4..
<br />-A 41 A
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N 0
<br />:ONCRETE NAILS W 1 1/2
<br />MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />7AGGERED, FROM BOTTOM INSULATION PER CHART
<br />LATE TO CONCRETE
<br />ON FLOOR PLAN
<br />AIN, SHEAR 180# MIN. CONT. BEAD SEALANT
<br />E
<br />'ENSION 120#) CONCRETE SLAB
<br />6 x 6 W1.4 x W11.4
<br />4
<br />WWF OR FIBERMESH
<br />OP
<br />Cl) 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K
<br />I
<br />S3
<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`4' (R302.1 1)
<br />-ANSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 wit (10) 10d NAILS
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1/2"(min.)- 4"
<br />29LITEL L
<br />IL
<br />(2) #5 CONT. 44,
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />. cc
<br />SCALE: 3t4"=1'-0" S3
<br />=10NI.I. T, IT=11. 1. IEI I-.
<br />_T f -_4
<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 />SPACEANCHOR
<br />__j
<br />BOLTS 6" MAX FROM
<br />W END OF 2" x PLATE
<br />0
<br />W
<br />C)
<br />_j
<br />IL
<br />(n
<br />I>
<br />IIP
<br />W
<br />I [�-_
<br />)R
<br />FROM
<br />L Tr
<br />A
<br />10"
<br />e,xxNxxx 6
<br />'-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS
<br />rF
<br />SCALE: N.T.S.
<br />EE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION IN
<br />SEE PLAN FOR
<br />& LAYOUT DESIC
<br />TOP OF BEAM N'
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTUR)
<br />BEAM SIZE &
<br />CONNECTION IN
<br />/-2x4 P.T.
<br />PLATE
<br />B.
<br />CO'LUMN LOCATIO'N
<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 />0
<br />SCHEDULE
<br /><
<br />>
<br /><
<br />>
<br />W
<br />SEE PLAN FOR STRUCTURAL
<br />:2�
<br />_j
<br />W
<br />COLUMN SIZE AND BASE
<br />Lj
<br />CONNECTION INFO.
<br />S
<br />CURE
<br />x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18/D1
<br />TRIM PER PLAN
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />I I
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />'T
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />0'-0" FIN. FLR./-ib,
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />112" 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 />= _,:1
<br />6 x 6 W1.4 x W1.4 C�! C -
<br />WWF OR FIBERMESH E
<br />-
<br />9
<br />(2) #5 CONT�-'
<br />ON 3" CHAIRS
<br />(TYP.) 8" V-4" 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: 3/4"=1'-0"
<br />1\ �3
<br />VARIES
<br />1 112" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />7 !Z��j -:4,
<br />00
<br />C�
<br />I IE1 1 r=i I lEil I I
<br />- - -1 1 1-1 1 1-..
<br />4,. E
<br />C�! I
<br />H.
<br />_8"
<br />FOR REINF. IN -
<br />SEE A/S3/J/S6
<br />F0
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (�b S.G.D.
<br />SCALE: 3/4"=V-0"
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />00 GRADE
<br />W 7;
<br />0 __,I
<br />z :3
<br />W
<br />1�_ W
<br />'W U) W.
<br />9
<br />00
<br />EL_
<br />PAD REINFORCEMEN
<br />(SEE SCHEDULE) F
<br />PATIO COLI
<br />EXTEND FILL CELLS E
<br />'ff
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />I co
<br />ELI
<br />z
<br />W
<br />FOOTING
<br />EM,1 EMEL-IRP �=-
<br />3" MIN. CLEARANCE
<br />SCALE: N.T.S.
<br />\ 3
<br />CT 18 2022
<br />VR/\o
<br />Virtual Review Assist, Inc..
<br />Plans Review completed and approved
<br />'or compliance with the 2020 FBC 7th Edition
<br />by Debra Anne K(ahr PX2300
<br />04
<br />04
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