|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) I VARIES
<br />INSU
<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 />I ') 0 T UrNM17MITA
<br />A. .
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR
<br />ROOF PITCH 012 & (2) LAYERS
<br />TYPE I OR TYPE 11 (#15 OR #30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH 4.e,12.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.C.
<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 />/4NAILING SCHEDULE ON SHT.
<br />SN1
<br />ALUMINUM DRIP
<br />ELEV. VARIES
<br />\�,�EDGE
<br />ALUMINUM FASCIA
<br />L& SUB FASCIA
<br />%12'N.O. ,
<br />'\-SEE SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />RCHITECTURAL
<br />FINISH
<br />1x2 FIT 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 CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />a-- -NOTE: EXTEND
<br />W1.4XW1.4 WWF 0 R
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />71
<br />BELOW GRADE
<br />.E I
<br />E
<br />X
<br />C14 A
<br />;2�
<br />CIO
<br />Cn
<br />6 MIL VAPOR,/ TH;
<br />00
<br />z
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED 95%
<br />MODIFIED PRO TOR
<br />ASTM D 1557)
<br />(2) #5 REBAR CONT.-/ 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1 4" 1 11-4" 1 STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" � �3
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB: 1 4 -
<br />TO.H.D. RECESS
<br />PAVERS
<br />4
<br />41'
<br />0?
<br />4
<br />SEEA/S30RJ/S6-� -ILrT--jI F 11 -17
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 '4" (1 STOR)']l / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />118" (2 STOR)�
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<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 />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />5 .111=1
<br />4IT;4 IL, I I,
<br />tM..
<br />.�
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :� 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT, > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" OIC & ic�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />.6 x 6 W1.4 x W1.4 i��l
<br />WWF OR FIBERMESH co
<br />CD
<br />r
<br />4f!VFI L
<br />1 8" 1 1 --4- L' 8-
<br />TYPICAL INTERIOR BEARING
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CCIS3 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 />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP.
<br />SCALE: 3/4"=V-0"
<br />2x STUD
<br />8" C.M.U.
<br />/-1"xPT STUD
<br />#5 VERT. IN FILLED CELL
<br />C14
<br />5/8"x6l' "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 114"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />00
<br />7 7 -T
<br />ri Ell I I
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-011 S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @
<br />THIRD POINTS
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %8" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />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 />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN
<br />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 />ELEV. 0'-0"
<br />(ALT: 1/2"x`12" TITEN HD @ 24"
<br />OL
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.) 211
<br />A. F. F. '-F
<br />0
<br />z
<br />3 1/2" MIN.
<br />ELEV. 4-3 1/2"
<br />OL
<br />F-
<br />A. F. F. '-F '0
<br />ILL
<br />C14
<br />5-
<br />oo
<br />-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />X
<br />5/8"OR 1/2" HIGH STRENGTH -------
<br />'T RUSS BOTTOM CHORD OR 2x4 BLOCKING W1
<br />W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />2-16d TOE NAILS @ EACH END
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />EE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />ALIGNED WITH STUD BELOW
<br />TOP PLATE
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24
<br />t7ZTRUSS
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />CONNECTOR
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />FOR WALL HGT. > 8'-6".
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />---4NSULATION PER CHART ON FLOOR PLAN
<br />0 1) fl KIKIE:n-rn
<br />Vor- or- 1 1L UVII4114MIL, 1 vr-A 5/8" x 10" "J" BOLT @ 24" 0. C. W/ or- 17 14 %j r,%
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />,2x P.T. BOTTOM PLATE (ALT: 1/2"x`12" TITEN HD @ 24" ,,,2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />x 6 W1.4 x W1.4 @ 24" O.C.) 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH /WWF OR FIBERMESH
<br />F
<br />(2) #5 CONT. I Jill I I 1 1
<br />4" 114" 81,
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a STEP a SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />60"" S1,031",
<br />�? -\ve,o
<br />�o?'Js
<br />-2x STUDS @ 16" O/C
<br />ZULATION 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 />IIACT) I ATILI CIDOT1 I AVC011211Q-1 TUIrIk'CAPI-I CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />3 1/2" MIN.
<br />111 4 U,
<br />::I''111=11 '�1/2"(min.)-4"
<br />I r tinriir, I qA
<br />.0
<br />-1U. E�i I I
<br />(2) # 5 C 0 N T. T I =lYn' 11111, I= I F
<br />411 1 Illy
<br />U.N.O. MIN.
<br />5/8" x 10" "J" BOLT @ 24" OIC W/ 2"X 3/16"
<br />3RD LAYER 1 . /8" THICK.
<br />@ K.O. BLOCK
<br />PLATE WASHER TYPICAL
<br />SP SPT22 @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />\u
<br />2X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />EEP SCREED INSTALLED
<br />' ",-, 111 - :1 -7% BAR
<br />I - A I
<br />E
<br />PER MANUF.
<br />"�'-#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE
<br />FINISH GRADE 60
<br />[GRADE 60 MIN. Fy-- 60ksi]
<br />Cl)
<br />25" MIN. LAP [30" MIN. LAP]
<br />6 MIL VAPOR BARRIE
<br />Z'1=1
<br />0?
<br />031 701M
<br />X,66 Tx��11
<br />R 1718"
<br />-"-#5
<br />- - ''U1
<br />REINFORCING BAR
<br />Tr= I>
<br />I
<br />1=1 I I =
<br />- FIT;Ml E I--
<br />- I I -I I 1-1
<br />#5 LAP SPLICE
<br />IT- fldlw
<br />COMP, SOIL. (COMPACTED TO 4
<br />95% MODIFIED PROCTOR ASTM
<br />IT
<br />D1557)
<br />4" V-411
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />REBAR DETAILS F
<br />SCALE: N.T.S. 1,,13�
<br />,f- 6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,
<br />GRADE
<br />CID
<br />1-=l U=7.11 M I IEI I
<br />5 REBAR w/ OPT.
<br />CRE I EN I ENCLOSURE
<br />4"
<br />MIN.
<br />P.T. 2x 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE rL
<br />2" HOLD GYP. BD. SCALE: 3/4"=
<br />1/2" FROM SLAB "0"
<br />PLO'-O" CONT. BEAD SEALANT
<br />BLOCK WALL BEYOND 2X STUDS @ 24" O.C. U.N.O.
<br />INTERIOR
<br />EXPANSION JOINT 4.
<br />3 1/2" VARIES
<br />13" 4
<br />GARAGE
<br />O.H.D. RECESS 'E� 1 1/2" RECESS FOR x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH C�14
<br />1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.)
<br />CONCRETE NAILS W 1 1/2' E
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />04 A INSULATION PER CHART .4
<br />STAGGERED, FROM BOTTOM
<br />A <
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />A
<br />(MIN. SHEAR 180# MIN. CONT, BEAD SEALANT -
<br />A
<br /><
<br />0?
<br />00 TENSION 120#) CONCRETE SLAB E=
<br />I =
<br />.LL .4"
<br />WWF OR FIBERMESH
<br />4RE
<br />C0
<br />co 7
<br />6 x 6 W1.4 x W1.4
<br />00 C-,,
<br />Z:-- '4t
<br />RE 6 MIL VAP
<br />SEE A/S3 OR J/S6 T SEE A/S3/J/S6 . . . . . . . . . . . .
<br />BARRIER FOR REINF. INFO. 8"
<br />FOR REINF. INFO. 3" MIN. CLEARANCE I t
<br />OPTION #1
<br />1-4" (1 STORY) SEE TYP. WALL SECTION FOR ADDITIONAL
<br />T-8" (2 STORY) 4" 41' SLAB INFORMATION. ("-M�
<br />GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SLAB STEP & RECESS (ED S.G.D.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" �,S3,/) SCALE: 3/4"=V-0" "3,)
<br />ADDITIONAL INFORMATION.
<br />I YFIUAL b AKINU WALL LCV b I ItF
<br />SCALE: 3/4"=V-0" S3
<br />NOTE:
<br />SEE SECTION CIS3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACEANCHOR
<br />BOLTS 6" MAX)IFROM
<br />END OF 2" x PLATE
<br />lu
<br />Uj
<br />CD
<br />(2) #5 CONT�-- I
<br />ON 3" CHAIRS
<br />(TYP.) 811 V-4"
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. !� V-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'4'.
<br />1/211 GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />518` 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
<br />WWF OR FIBERMESH
<br />11 11TIM .11 r=I I rz 9
<br />81,
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />SCALE: 3/4"=1'-0"
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\ MAT REINFORCING.
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<br />00 GRADE
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<br />OOTING
<br />0
<br />BEYOND
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. � S3
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<br />To the best ofthe Engineer's lknowledj(�, inicr;�ation, 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.
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<br />SCALE AS NOTED
<br />PLOT DATE 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />15.,25
<br />JOB NO: 16-6651
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|