|
(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV
<br />LINDERLAYMENT 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 11 OR ASTM D4869 TYPE III OR TYPE IV
<br />LINDERLAYMENT 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 SCHEID.) W/
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />//,--SHINGLE ROOF
<br />7/16" 0 ' S ' B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1 ELEV. VARIES4--�
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />LUMINUM FASCIA
<br />STRENGTH CEILING 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 />S HEET
<br />ABOVE) W/DRYWALL
<br />E
<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 R
<br />CHART ON F R
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T, HO I NT L
<br />TYPE "S" MORTAR
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />INISH
<br />1x2 PT WD FURRING @ 24" O.C.-/ 7
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />U.N.O.
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD Z.
<br />u-
<br />MIN. 2500 PSI CONIC. SLAB
<br />UJI
<br />MIN PSI MAY VARY PERi
<br />MUNICIPALITY.
<br />M 4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00
<br />co
<br />ILI r�:
<br />6 MIL VAPOR .. .
<br />C?
<br />- ;� ;m-
<br />=1 I ; �� 4
<br />BARRIER : I I I-= / c,
<br />COMP. SOIL. 41
<br />11
<br />(COMPACTED TOD 95% / 11 " I IIIEE1112 I I E",
<br />\-NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR—/.
<br />4" to 6" BELOW GRADE
<br />ASTM D 1557)
<br />'ONT. 3" , MIN, C R.
<br />(2) #5 REBAR C
<br />ON 3" CHAIRS TYP. V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O. 4" 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 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />O.H.D. RECESS
<br />PAVERS--\ 'T
<br />-71 - ;&
<br />4
<br />4 T
<br />S E E A/S 3 OR J/S 6 _L1771 1! -11--1 Ij-11 IT
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V18" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
<br />ADDITIONAL INFORMATION.
<br />0?
<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 />2x BLOCKING HOPIZONTALLY@
<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 &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />A
<br />TE, pil Mf -
<br />'41 �111�1 pill rR 17, 9
<br />1 8" 1 1 w ' ' L ... 81
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT KG G
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3
<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 />w/ (10) 1 Od 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 />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0"
<br />A. F. ;F7.
<br />E /AI
<br />A
<br />4 A. �A A 4 q
<br />.4 A ELEV. 4-3 1/2"
<br />. . .. v . . . V. 4 .4 1$1-0
<br />4 A.F.F. 5
<br />2x4 CONT. u-
<br />A -1 4
<br />4
<br />GARAGE DEPTH VARIES
<br />.4
<br />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 V8" 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) 1 Od 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 W1 8d COMMON NAILS @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" C.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />IMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" 0 * C ' W/
<br />2-0/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 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" M IN.
<br />I a I Ittl I If''31 1/2"(min.) 4"
<br />00
<br />3 1/2"(min), - 4
<br />(2) #5 CONT. III HIM II IIII
<br />4' 11-411 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0) STEP r@ SHEARWALL C
<br />"SHEAR WALL"
<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 />700/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x`12" TITEN HID @ 24"
<br />O.C. OR 518"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. wl (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 />-0IKA0CnK1 001 1 1A 4A I
<br />IF NOTED, THIS REFERS TO THE U 11M LO
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL /6 x 6 W1.4 x W1.4
<br />211 W
<br />ATTACHMENTS WF OR FIBERMESH
<br />3 1/2" MIN.
<br />1/2
<br />z: 1=1 I 1=1 I I- "(min 4"
<br />'r, 1 1-11
<br />I I 1E I F-,
<br />3 1/2"(min) - 4"
<br />(2) #5 CONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @_STEP rcc
<br />SCALE: 3/4"=V-0" �,!�3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. ST IDS 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />-
<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 />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />cli
<br />I //
<br />LAYERS W1 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 />(cD 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 />6 x 6 W1.4 x W1.4 WWF OR
<br />2X FIT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />. //�
<br />WEEP SCREED INSTALLED
<br />1 :1
<br />� � I
<br />BAR
<br />2x P.T. LATE
<br />11'&,t&x1 "-
<br />ASSUMED FINISHED
<br />.
<br />. . . . . .
<br />PER MFR INSTRUCTIONS
<br />OR #4 REINFORCING BAR
<br />�GRADE
<br />E
<br />2�
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />cl)
<br />0
<br />FINISH GRADE 00
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fv= 60ksil
<br />00
<br />Y:
<br />6 MIL VAPOR I 1 1-
<br />\
<br />Ft
<br />L
<br />C9
<br />R 17/8"
<br />1A.A
<br />0
<br />!�2
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />IEE I E III -'E
<br />.0
<br />M11
<br />L L
<br />36" MIN. LAP [36" MIN. LAP]
<br />UVIVIr. OVIL. k�,UIVWMI I r-U I U
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />IEE - - I I E 16,1 '1 MM16''i 'I M�i � RM,,1'1 @Mi
<br />I 1=1' - 4" 1-4-
<br />L � 31 T1 T -11 T -11 1-11 1 -
<br />rr-j I IT7111710 '-I'
<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" �K
<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 LEE] I I�Hi I r"Ei I ��d I EE�I I I
<br />M71� �5 REBAR w/ OPT.
<br />Ell .. 111 1 IF- I I I, ffl[.1 I q 11. . �
<br />4 `SCREEN ENCLOSURE
<br />III: M 17--
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE C-L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />13"
<br />T0 H D RECESS
<br />04
<br />4 0?
<br />7EI 11-11
<br />SEEA/S30RJIS6---- -IL1:T`T-I�j1T-j-,LL[Tj,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (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 />1/2" GYP. BID.
<br />P.T. 2x
<br />2", HOLD GYP. BID.
<br />1/2" FROM SLAB
<br />0101, CONT. BEAD SEALANT
<br /><
<br />INTERIOR
<br />.4"
<br />'ONCRETE NAILS W 1 112,
<br />!MBEDMENT @ 12" O.C.
<br />;TAGGERED, FROM BOTTOM
<br />'LATE TO CONCRETE
<br />01N. SHEAR 180# MIN,
<br />'ENSION 120#) CONCRETE SLAB'---
<br />0? E
<br />-T
<br />T
<br />6 MIL
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U * N , 0
<br />W1 DRYWALL SCREWS @ 8110.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH cl)
<br />K
<br />S3
<br />0 11:11:
<br />AN
<br />� Oil
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />vv' " u'
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />T
<br />END OF 2" x PLATE
<br />W
<br />5
<br />U)
<br />W
<br />Lu 6
<br />U)
<br />;F10 LAI' 6FLICE
<br />REBAR DETAILS
<br />rF
<br />SCALE: N.T.S.
<br />FRAME -DOWN FALSE BEAM w/ (3) EE 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 />TOP OF BEAM 'IV
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />r'.nMKjPr'TInM INIZO
<br />-Z' T.
<br />I ATE
<br />7/16"
<br />D.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />0
<br />SCHEDULE
<br />cr
<br />*
<br />W
<br />SEE PLAN FOR STRUCTURAL
<br />Lu
<br />COLUMN SIZE AND BASE
<br />z5
<br />LU
<br />LLJ
<br />CONNECTION INFO.
<br />U0
<br />Cr-r'l IDC ') A D T DTKA DI ATC
<br />A . .
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />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 />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-� COMMUNITY SPECS
<br />SCALE: 3/4"=V-0"
<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 />(2) #5 CONT.-I I --I U. 11-11111 1 [��.I I I I I-
<br />ON 3" CHAIRS
<br />(TYP.) 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />SCALE: 3/4"=V-0" �3
<br />1 1/2" RECESS FOR VAHlt:Zj 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />d 4
<br />E
<br />SEE A/S3/J/S6 il I... I "118"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS 0 S.G.D.
<br />SCALE: 3/4"=V-0" \"S 3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT, FOOTING STEEL-\ MAT REINFORCING.
<br />z
<br />00 � 4- A
<br />UJI A . . .0
<br />4 40 1 1 1
<br />uj
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<br />01� 1117
<br />cn
<br />7111: 1 -111 :<:I�FOOTING
<br />'AD REINFORCEMENT-7' .1 - 11-' BEYOND
<br />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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