|
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 />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 Y-O" (R302.1 1)
<br />.112" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />.1 /4" DI& X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />- 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH C1)
<br />(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR C?
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD ir--- =1 I 1=1 I 1=1 I'
<br />TRUSS @ 24" O.C. U.N.O. E El I IEI I I�l I IE1 I IEI I
<br />HURRICANE ANCHOR @ EACH EE El I IEI I IEI I 1=1 I'"
<br />A
<br />S
<br />ROOF PTCH 4' 12 OR 1
<br />12 TRUSS (SEE UPLIFT SCHED.) W1 8"
<br />T p I S METAL PL. UNDER EA. TRUSS
<br />yp') I VARIES Xz/
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />SN1
<br />1222SLI?W� ELEV. VARIESAiI
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<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" (R302.1 1)
<br />--4NSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 wl (10) 1 Od NAILS
<br />x P.T. BOTTOM PLATE
<br />6x6W1 ' 4 x W1.4
<br />WWF 0
<br />A A . 4 . . "' . . . . . .'A . A.F.F. 0 A
<br />A A' 2x4 CONT. U_
<br />4
<br />A 44 -11 1_1'� 1/2"(min 4" 1/2"(min.)-
<br />CD
<br />'d 00 co
<br />GARAGE DEPTH VARIES 3 1/2"(min.).- 4 3 1/2"(min-.).-. 4'�
<br />Ell I I-
<br />4. A 4 I_- - . =
<br />4 -11 IEMI r--, I-- I I
<br />A
<br />(2) #5 CONT. (2) #5 CONT.
<br />U.N.O. MIN.
<br />GARAGE SLAB AT STEP (�'�B U.N.O. MIN. TYPICAL BEARING WALL @ STEP
<br />TYPICAL BEARING WALL (cD STEP (cD SHEARWALL C� rc C
<br />SCALE: 3/4"=V-0" "SHEAR WALL" I SCALE: 3/4"=V-0" �3 SCALE: 3/4"=V-0" �3
<br />5/8"OR 1/2" HIGH STRENGTH ---- `TRLISS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH -
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)
<br />S . P.F. DOUBLE CONNECTIONS.
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ > TOP PLATE
<br />(12) 10d NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />JL1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "T' BOLT @ 24" O.C. wl
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2x3/16" PLATE WASHER (TYP.) -
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY"
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE
<br />2x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />C1) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
<br />D All-\
<br />A. F. F. R 5 x 'WED E ANCH R
<br />@ 24" O.C.) 2 x 6 W1.4 x W1.4 ATTACHMENTS
<br />0 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN.
<br />4 4 . K
<br />.4 1\ ... ELEV. 4-3 1/2",j-, �_ I -
<br />4 .4 A.. q , 4 �r 0 � I I I . . p * I t 0 1
<br />5/8" OR 1/2" HIGH LUMINUM F/ CIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\0
<br />STRENGTH CEILING \12' N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOARD PER CODE (OR 5/8" 2x S. P. F. ST S 16" O.C. BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD.
<br />GYP. TYPE "X" @ GARAGE SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />2x STUD
<br />W/A HABITABLE ROOM HEET LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />ABOVE) W/DRYWALL x EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT
<br />SCREWS @ 7" O.C. 8"X16" KNOCK -OUT NOTE:
<br />BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION
<br />CEILING & 8" O.C. WALLS SEE SECTION CIS3 FOR
<br />FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CCIS3 OR >< LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />INSULATION PER GIS3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10)
<br />CHART ON FLOOR 8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 118" THICK. LOW 90 HOOK DETAIL 1 Od NAILS
<br />PLAN (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL (CD K.O. BLOCK 2x P.T. PLATE
<br />1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W1 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />NAILER (6) 1/4"x3 1/4"TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR
<br />STD. 90-HOOK (SEE DETAIL) *SIMPSON SP1 SPACED EVENLY FIBERMESH BOLTS 6" MAX FROM
<br />w/ (10) 1 Od NAILS I= BAR
<br />C14 WEEP SCREED INSTALLED -,nb
<br />2x P.T. PLATE --- U-1 END OF 2" x PLATE i
<br />RCHITECTURAL TYP. PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR x 0 t, ,
<br />Lu t,
<br />FINISH ASSUMED FINISHED 0
<br />11 O.C. z t>. GRADE 40 MIN. Fy= 40ksi )< _3
<br />GRADE >< n-
<br />1x2 PT WD FURRING @ 24 A 1> #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy- 60ksi] U)
<br />FINISH [30" MIN. LAP]
<br />I>
<br />><
<br />L ILI I =1LI �f - . - - , /< Uj 4
<br />(1) #5 VERT. IN FILL CELLS MONO OR STEMWAL . . . . . , I GRADE 00 25" MIN. LAP 1>
<br />1/2" GYPSUM WALLBOARD
<br />U�N.O. (SEE FOUNDATION PLAN
<br />FOOTING MONO SHOWN 00 t> 7 C? xx AC �9� ZAAA AAAN CIO
<br />> 11 T, 17=1 R 1 7/8"
<br />FOR LOCATIONS) FOR CLARITY A_ 6 MIL VAPOR BARRIEF� ., . A I. I P
<br />1x4 P.T. BASE NAILER
<br />7
<br />Cf)
<br />3 1/4" BASEBOARD
<br />U_
<br />MIN. 2500 PSI CONC. SLAB
<br />W
<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 />E
<br />CN
<br />co
<br />co
<br />6 MI L VAPOR_-/
<br />60
<br />BARRIER
<br />4
<br />COMP. SOIL.
<br />AIIIIA111
<br />=IrF,
<br />(COMPACTED TO 95%
<br />\-NOTE:
<br />MODIFIED PROCTOR
<br />EXTEND DECO FINISH
<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 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />11'4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />-TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />1\,�3�
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS�
<br />O.H.D. RECESS
<br />'T 2�
<br />r
<br />/L
<br />I t
<br />_j
<br />4
<br />:4.
<br />I MI I
<br />C?
<br />7E I=
<br />I I I -Tr -
<br />SEE A/S3 OR J/S6 -XH1=Tj =1 111 1 1...
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.s. S3
<br />�,!L)
<br />ADDITIONAL INFORMATION.
<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 />O.C. W1 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />. �. .1% . � . I I . . = = Ell 1 .1 11 =11 - =1 I 1=1 I 1;;;I I 1=1 I I=. #5 REINFORCING BAR X
<br />.A Ell x
<br />Z' P IEI IEI X_ IEI I IEI I IEI I I HI I IEI I I III
<br />IEI I FE.1 I IEI I 1EI #5 LAP SPLICE I f�-=.Ll I=,-, LI F� E. I I I
<br />(2) #5 CONT.
<br />L17F, j I FF,,Ll FF,, I I F 36" MIN. LAP [36" MIN. LAP]
<br />NOTE: - --F,,-I' ON 3" CHAIRS
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO 1 11 - (TYP.) 8" V-4" 8"
<br />E
<br />95% MODIFIED PROCTOR ASTM 11 11 =1 I EI I IEI 1 101,
<br />W1 UPLIFT ONLY �.nef ^ N I
<br />x/ Nxx/ xxxz�j
<br />I 1=1 I IEI I IEI I IEI I IEI I 1EI I II I IEI I IEI I IEI I IEI I II IF D1557)
<br />II I M I IEI I IEI I IEI I IEI I IE] I IEI I M I IEI I IEI I IEI I IE1 I VI 4" V-4" -'--#6 REINFORCING BAR #5 STD. 90 HOOK
<br />I 1EI I [=._,.Ll IIII FF,-,l I III I F_ I F_,L1F�:_.::j I I-= I I_=I I'--
<br />J, I I, Wi=,, L� F .. 1 #6 LAP SPLICE TYPIrAl INIT PlInP R APIN]r-.
<br />FRAME WALL TO C.M.U. WALL CONNECTION r D _� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-13" I�LS3�
<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 />1�=l I Ed I IEI I 1=1 I 1=1 I 1=1 lj�E501
<br />=(1) #5 EBAR
<br />4 w/ OPT.
<br />REEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />_71
<br />S
<br />OHD RECESS E
<br />�:
<br />Cl)
<br />_R_
<br />0?
<br />=r_M
<br />IE=
<br />�1=rF_pl
<br />SEE AIS3 OR JIS6
<br />LI �F`
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />�,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 />2', HOLD GYP. BD.
<br />,f , 1 1/2" FROM SLAB
<br />0101, �>K 1 -9 CONT. BEAD SEALANT
<br />A!�� . �. ; - . <
<br />REBAR DETAILS
<br />F
<br />WALL wl UPLIFT
<br />SCALE: N.T.S.
<br />�3
<br />SCALE: 3/4"=V-0"
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />_ 4
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />j_
<br />TOP OF BEAM 'V
<br />& LAYOUT DESIGN
<br />CN
<br />SEE ROOF PLAN
<br />CID
<br /><
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />E. - EIE
<br />E
<br />BEAM SIZE &
<br />ILI=
<br />El I I
<br />CONNECTION INFO
<br />Cl)
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 14A�1!_If 8"
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />U)
<br />UJI
<br />-
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />LU COLUMN SIZE AND BASE
<br />UJI
<br />CONNECTION INFO. SLAB STEP & RECESS 2 S.G.D. rM
<br />SCALE: 3/4"=V-0" S 3
<br />. A
<br />INTERIOR
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />4'
<br />SEE DETAIL16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />11.
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />-
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />L
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />CONCRETE NAILS W 1 1/2'
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />EMBEDMENT @ 12" D.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />T
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORCING.
<br />PLATE TO CONCRETE
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />(MIN. SHEAR 180# MIN.
<br />CONT. BEAD SEALANT
<br />L
<br />w/ MIN. (2) #5 VERTICALS
<br />00
<br />GRADE
<br />4
<br />TENSION 120#) CONCRETE SLAB
<br />CY)
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
<br />W
<br />0
<br />40
<br />T,
<br />7*-j-
<br />0?
<br />WWF OR FIBERMESH CO
<br />E: Uj
<br />a- W Wj
<br />W
<br />F_
<br />E
<br />.4
<br />ML��
<br />1.
<br />/-BRICK PAVERS or SLAB PER
<br />1
<br />0 111 co
<br />00
<br />40 . q.. .. <
<br />a -
<br /><
<br />6 MIL VAPr
<br />BARRIER
<br />1 r
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. //"'K
<br />SCALE: 3/4"=V-0" � S3
<br />COMMUNITY SPECS
<br />FOOTING -J
<br />BEYOND
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />SEE FOU DATION (SEE SCHEDULE)
<br />CONC. PAD INFO.
<br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL �N
<br />1'�!
<br />SCALE: 3/4"=V-0" SCALE: N.T.S.
<br />OCT 24
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edit'
<br />by Debra Anne Klahr PX2300
<br />04
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<br />>T11-
<br />Jul. 15,22 ,
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