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TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
<br />(2) LAYERS ASTM TYPE 11 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 />z/_TRUSS @ 24- O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) METAL PL. UNDER EA. TRUSS
<br />VARIES
<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 />N.O.
<br />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 @ To O.C.
<br />BLOCK W/ 1 #5 CONT.
<br />CEILING & Boo 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 />TYPE "So' MORTAR
<br />NAILER
<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 />U_
<br />MIN. 2500 PSI CONIC. SLAB
<br />MIN PSI MAY VARY PER
<br />C)
<br />MUNICIPALITY.
<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 />C%j
<br />kr
<br />XA 0.
<br />6 MIL VAPOR
<br />-1 -11=
<br />- ;e
<br />(19
<br />BARRIER
<br />C14
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />J.
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />4" to 6" BELOW GRADE
<br />ASTM D 1557)
<br />(2) #5 REBAR CONT.
<br />To
<br />MIN. CLR.
<br />ON 3" CHAIRSTYP.
<br />1'-4" (1 STORY)
<br />STD.
<br />90 HOOK
<br />U.N.O.
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" V-0"
<br />� �3
<br />OPT: DEPRESS SLAB 5)/2"
<br />DEEP AND 6" BEYOND BLOCK WALL BEYOND
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14-1 O.H.D. RECESS
<br />IPAVERS-\ � g
<br />_j
<br />OP
<br />--LUT
<br />SEE A/S3 OR J/S6 `1471!:�M
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1-18" (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 />CHAIRS (TYP.)
<br />(2) #5 CONT. ON To
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4- (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & gi
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />I
<br />. & - t'. , !. .
<br />im 4 M__ __=T
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT rG G
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-13"
<br />S3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2xS.P.F.ST S 16"O.C.
<br />2X STUD
<br />LOADBEARINGOR
<br />EXTERIOR WALL 8" C.M.U.
<br />1 "x P.T. STUD
<br />I
<br />,/1
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR C14
<br />G/S3 FOR ANCHOR
<br />BOLTINFO. 5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1 SPACED EVENLY
<br />(6) 1/4"x3 1/4" TAPCONS
<br />W/ (10) 1 Od NAILS 04
<br />2x P.T. PLATE
<br />TYP.
<br />ASSUMED F1
<br />NISHED
<br />GRADE
<br />ilk
<br />2e
<br />MONO OR STEMWALL,
<br />to
<br />FOOTING MONO SHOWN t>. . & - il ;0
<br />FOR CLARITY
<br />NOTE:
<br />C14
<br />*FOR BEARING WALL
<br />W1 UPLIFT ONLY _TT_�_
<br />'' ` 1 1 t-- 1111
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x
<br />6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />(min.) 4"----, k-
<br />- / 4
<br />L)
<br />SCALE: 3/4"=V-0"
<br />GRADE
<br />1) #5 REBAR w/ OPT.
<br />)CREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />1311
<br />O.H.D. RECES
<br />M
<br />C,
<br />S
<br />E. Miff
<br />. 11 �=
<br />al..r
<br />-�7
<br />4"
<br />UIFI to
<br />SEE A/S3 OR J/S6 L_1T7-_jILU�, 11 ITr �IT:�U
<br />FOR REINF. INFO.
<br />L 3" MIN. CLEARANCE
<br />1-4- (1 STC RY)
<br />V-13" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
<br />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" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />FIBERMESH
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />.9
<br />E
<br />C_4
<br />T>
<br />to
<br />I I k . ,
<br />.1 - -
<br />t>
<br />6 MIL VAPOR BARRIER
<br />'
<br />Fff-
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />al C%/ no -All
<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 W1 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6"O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />"J" BOLT @ 24" 0 C W/
<br />5/8- x 10
<br />2"'x3/16" PLATE WASHER (7yP.)
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.) 211
<br />3 1/2" MIN
<br />_
<br />0
<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" (R302.1 1)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />=3 1/2"(min),-
<br />FpLLIF
<br />(2) #5 CONJ 4" 1'4111 801 ---- 3
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a STEP 0) SHEARWALL
<br />"SHEAR WALL"
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<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 wl
<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"02" TITEN HD @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />STEP, SIZE OF FOUNDATION AND
<br />IF NOTED, THIS REFERS TO THE
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL
<br />ATTACHMENTS
<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 1 U-10" (R302.1 1)
<br />PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/ (10) 10d NAILS
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />/WWF OR FIBERMESH
<br />;0
<br />3 1/2"(min,),; E E:
<br />(2) #5 CONT. -5� 4" 4 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />APPLICATION
<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 />@ K.O. BLOCK
<br />SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
<br />2X FIT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />F_ I BAR
<br />WEEP SCREED INSTALLED ------ a I -
<br />a:::=. X
<br />PER MFR INSTRUCTIONS
<br />""-#3 OR #4 REINFORCING BAR
<br />y 40 �ks,
<br />#3 & #4 LAP SPLICE [GRADE 60 MIN.
<br />GRADE 40 MIN. F
<br />FINISH GRADE ;0 Fv= 80ksil
<br />25" MIN. LAP [30" MIN. LAP]
<br />::-_I
<br />L
<br />�=Qc '99�
<br />7 ;Z99k -A, �9R,
<br />R 17/8"
<br />#5 LAP SPLICE
<br />A
<br />r-,, 'M' xX/xx777=
<br />MIN. LAP [36" MIN. LAP]
<br />0
<br />W RT 36
<br />COMP. SOIL. (COMPACTED TO
<br />'I= 11�� .. .. T fl�' I t
<br />95% MODIFIED PROCTOR ASTM �j IT� 101,
<br />D1557)
<br />#6 REINFORCING BAR" #5 STD. 90 HOOK
<br />4" 1 #-4"
<br />#6 LAP SPLICE
<br />TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS
<br />rE rF'��
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S.
<br />1_,13� �� �3
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2
<br />x
<br />HOLD GYP. BD.
<br />e. 1/2" FROM SLAB
<br />01 Off a CONT. BEAD SEALANT
<br />><J _'z
<br />< INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4'
<br />OL
<br />A" I-F
<br />CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O.
<br />GARAGE
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />INSULATION PER CHART
<br />STAGGERED, FROM BOTTOM
<br />ON FLOOR PLAN
<br />PLATE TO CONCRETE
<br />CONT C�
<br />E
<br />(MIN. SHEAR 180# MIN. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />z
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />!P A-i
<br />MLI=' A
<br />F- a 7 EL �xir 71M.
<br />11-11 Pf1_A;RI M:
<br />co 7::jI
<br />r
<br />6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0" S3
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR /-ik
<br />TOP OF BEAM 1%/
<br />(2) HTS20
<br />/-2x4 P.T.
<br />PLATE
<br />,/--7/16"
<br />O.S.B.
<br />C
<br />C LUMN LOCATION
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />0'-0" FIN. FLR
<br />z
<br />0
<br />>
<br />>< Lj
<br />Uj
<br />LU
<br />UJI
<br />It
<br />N TE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 W/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHC R,
<br />BOLTS 6" MAX FROM
<br />Uj END OF 2" x PLATE
<br />0
<br />LU
<br />to
<br />7�
<br />on
<br />a.
<br />- - -
<br />15 - - - . to
<br />LU
<br />W
<br />7
<br />SEE ROOF PLAN
<br />FOR TRUSS
<br />CONNECTION INFO
<br />LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />ATTACHED PER NAILING
<br />MIN 7/16" O.S.B. SHEATHING
<br />SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />FILLED SOLID (SEE PLAN FOR
<br />W/ MIN. (2) #5 VERTICALS
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITYSPECS
<br />SCALE: 314"=V-011
<br />(2) #5 CONT.-_
<br />ON 3" CHAIRS
<br />8" 1'4'
<br />(TYP.)
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />W/7" EMBEDMENT( IN.SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1
<br />I> J,
<br />9
<br />I A I TFMI =11,01
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />(� G�
<br />SCALE: 314"=1'-0"
<br />�3
<br />1 1/2" RECESS FOR --� VAKIL,'j x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />S.G.D. (U.N.O.)
<br />4
<br />4
<br />C1)
<br />E
<br />47
<br />Cl)
<br />-117
<br />SEE A/S3/J/S6 .. .... 8.1
<br />FOR REINF. IN
<br />FO. OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D.
<br />SCALE: 3/4"=V-0' I, �S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />z
<br />TO FOUNDATION PAD E�
<br />MAT REINFORCING. Q
<br />CONT. FOOTING STEEL-\
<br />00 4
<br />LLJ A
<br />0
<br />z Uj
<br />a LU L)
<br />LU LU �'4 z
<br />0 LU 60 44. 0.
<br />00
<br />LL C) 1 lm'__1�01 --1, -1 TV 1z
<br />M= M
<br />F-0111-
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S,
<br />14AR 0 4 2023
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />C14
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