|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />VARIES
<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 />CEILING & 8" O.C. WA
<br />SCREWS @ 7" O.C. ILLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />j
<br />1 x2 P.T. HOR,2-01-4 I A,
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR
<br />LESS.
<br />,�PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />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 />LUMINUM DRIP
<br />EDGE
<br />UMINUM FASCIA
<br />44N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />HEET
<br />I x8"X1 6" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />C.M.U. TYPICAL
<br />TYPE"S" MORTAR
<br />ARCHITECTURAL
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT, IN FILL
<br />U.N.O.
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />- 4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />- AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />Ow) /
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />a. /-NOTE:EXTEND
<br />W1.4XW1A WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />A t,
<br />A 1,,
<br />2�
<br />00
<br />00
<br />6 MIL VA POR
<br />BARR7
<br />ML 4
<br />,�
<br />,
<br />COMP. SOIL. ITPU
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />(2) #5 REBAR CONT.-/ 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rT��
<br />SCALE: 3/4" V-0"
<br />� �3
<br />OPT: DEPRESS SLAB 5Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS / DRIVEWAY
<br />BLOCK WALL BEYOND
<br />CONCRETE SLAB:
<br />14"
<br />O.H.D. RECESS
<br />PAVERS
<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 I=
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :5 81-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > V-13".
<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 />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />Cl)
<br />k-
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT
<br />GG
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<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 />*USP SPT22 TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />SCALE: 3/4"=V-0" S3
<br />2x S.P.F. STUDS_@ 16" O.C.
<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 />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />CONNECTOR
<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 />F
<br />E SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />5/8"'x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />171) Of -Oil (ALT: 1/2"x12" TITEN HD @ 24"
<br />ELEV.
<br />OIL O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />O.C.)
<br />A.F.F. @ 24' 211
<br />E: N I
<br />0 3 1/2" M IN.
<br />z
<br />ELEV. 4-3 1/2" jk p
<br />0 T�/�
<br />4 4 A.F.F. 0 Ae-
<br />2x4 C N U-
<br />I I .
<br />4 '1/2"(min)- 4"
<br />C:)
<br />04 00
<br />1/2"(
<br />.4 4 in.),
<br />GARAGE DEPTH VARIES
<br />'TT- --N- 1111 -11111 .
<br />(2) #5 CONT.
<br />411 11-41 8"
<br />U.N.O. MIN.
<br />STEP SHEA
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (CP RWALL
<br />SCALE: 3/4"=T-0" "SHEAR WALL"
<br />v
<br />=3=�
<br />81, C M U
<br />2x STUD
<br />1 "x P'T'S'
<br />TUD
<br />#5 VERT IN FILLED CELL
<br />CN
<br />5/8"4"J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />cli
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />J
<br />7:-1 GRADE
<br />11 n
<br />00
<br />1>
<br />C14
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />3 1/2" WWF OR FIBERMESH
<br />6 x 6 W1.4 x W1.4
<br />min.) 4"--,
<br />4
<br />.6 4., 2
<br />GRADE
<br />;0
<br />17FI IFf =11. I I =-:-I I 1�� I I- �FXIFI ��i I L�7WWF
<br />1
<br />REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4"=V-0"
<br />S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />446'.
<br />00
<br />4"
<br />4"
<br />.:4.
<br />SEE A/S3 OR J/S6 -IrTRI -Ir--
<br />L,3' MIN. CLEARANCE
<br />FOR REINF. INFO.
<br />1l,4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />if 8" (2 STOR)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 -1 L771 �I 41 T FILL,--
<br />3" MIN. CLEARANCE
<br />FOR REINF. INFO.
<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. l,' S3
<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 @
<br />THIRD POINTS
<br />5/8110 x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />E A
<br />GRADE 40 MIN.. Fy-- 40ksi
<br />#3 & #4 LAP SPLICE [GRADE 60 MIN, Fy-- WWI
<br />1>
<br />t- FINISH GRADE 00 2 25- MIN. LAP [30- MIN. LAP]
<br />I> t. OP R 17/8"
<br />6 MIL VAPOR R ARRIER A-
<br />#5 REINFORCING BAR
<br />P
<br />#5 LAP SPLICE
<br />COMP. SOIL, (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557) -
<br />4" 11-4-1
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING '---TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X' @
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U,N.O. USP SPT24 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />CONNECTOR
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < 81-611. (2) ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > V-13". FOR WALL HGT. > 8'-6".
<br />INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN
<br />USP SPT22 CONNECTOR SP SPT22 CONNECTOR
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />x
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE 2x P T BOTTOM PLATE
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />6 x 6 W1.4 x W1.4 /6x6'Wl 4XW1.4
<br />@ 24" O.C.)
<br />21'
<br />WWF OR FIBERMESH R FIBERMESH
<br />/ WWF 0'
<br />SCALE: 3/4"=V-0"
<br />�7�060N vo,-(
<br />10 401�
<br />00
<br />00�
<br />0 1 '1�1005
<br />-2x STUDS @ 16" O/C
<br />149ULATION PER CHART ON FLOOR PLAN
<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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />M=j
<br />SPT22 @ EA, STUD
<br />-2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />BAR
<br />-WEEP SCREED INSTALLED
<br />'�'-#3 OR #4 REINFORCING BAR
<br />PER MANUF.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11'01,
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />2%
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />,.KO'-O"
<br /><
<br />INTERIOR
<br />4.
<br />-3 1/2"
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />;0
<br />I
<br />I =1 -1 �1=-, �I I -
<br />Cn 711 1=1,
<br />6 MIL VAPOR
<br />BARRIER
<br />-Ill
<br />1 1-1 T-1
<br />41' 41'
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />2X STUDS O.C. U.N.O.
<br />@ 24
<br />GARAGE
<br />��-11/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />Ez
<br />It
<br />1.4 C:�
<br />6x6W1.4xW
<br />WWF OR FIBERMESH
<br />A ,
<br />K
<br />S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />W
<br />2
<br />(L -3 1
<br />W
<br />(2) # N
<br />ON T'CCOA S
<br />jw)
<br />----#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS
<br />SCALE: N.T.S.
<br />��3�
<br />rF
<br />EE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />x CONNECTION INFO
<br />SEE PLAN FOR x X
<br />TOP OF BEAM NV & LAYOUT DESIGN
<br />;0
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />x4 P.T. CONNECTION INFO
<br />PLATE
<br />1161,
<br />O.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />LUMN L TION z ATTACHED PER NAILING
<br />0
<br />LU SCHEDULE
<br />Ei LU
<br />W
<br />co
<br />U-101" FIN.
<br />I OX6101
<br />SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />& BASE 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 />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. 15 V-16". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'4'.
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"- EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) s
<br />E
<br />6 x 6 W1.4 x W1.4 z
<br />IN -
<br />WWF OR FIBERMESH
<br />IWIII IF
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />SCALE: 314"=V-0"
<br />rG
<br />-0
<br />4 41n M VAPIRR C P, 1A11 A 1AN A
<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-011 S3
<br />MASONRY WALL AND ---- 11
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />RCING.
<br />CONT. FOOTING STEEL MAT REINFO
<br />y 4'
<br />GRADE
<br />W �
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<br />PAD REINFORCEMENT-J M...
<br />(SEE SCHEDULE) 3' IN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
<br />C,
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<br />NOTE
<br />PLOT DATE 12/7/2012
<br />TECH: ERAND
<br />VERSION NO.
<br />100
<br />JOB NO 17-1799
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|