|
V (1) ROW 2x BLOCKING @ MID
<br />2x#2SPFSTUDS HGT, FOR WALL HGT. �5 1'-1", 2,
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />1/2" GYP ' WB (MIN.) @ GARAGE SIDE IF ;2�
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA - X 3 1/4" TAPCONS @ 24" O/C &
<br />(1) LAYER TYPE 11 (#30) @ 6" MAX FROM END OF 2 x PLATE E
<br />UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6x6W1 4xW1.4
<br />PITCH >412 CHAIRS (TYP.) WWF OR FIBERMESH
<br />(2) LAYERS TYPE I OR TYPE 11 1P _. t .
<br />(#15 OR #30) UNDERLAYMENT A
<br />A
<br />FOR ROOF PITCH 4:12 OR b
<br />LESS. a:H
<br />FOR UNDERLAYMENT 7ff A
<br />1EQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />12 TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH FTW
<br />"T,
<br />TRUSS (SEE UPLIFT SCHED.) W/ M
<br />TYP') VARIES 8' _kv
<br />2TY P 7.) METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />INSULArION LE 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" � �3
<br />SN1 ELEV. VARIES FOR ADDITIONAL SLAB
<br />5/8" OR 1 1/2" HIGH ��ALUMINUM DRIP INFORMATION.
<br />STRENGTH CEILING �\ EDGE
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TRUSS ALIGNED WITH STUD BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />--(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />--- -INSULATION PER CHART ON FLOOR PLAN
<br />5/8"' x 10" "J" BOLT @ 24" O.0 W/ 5/8" x 10" "J" BOLT @ 24" O.C. W/ or or I Zz UVIISINMI 1 V11
<br />2"0016" PLATE WASHER (TYP.) 2"016" PLATE WASHER (TYP.)
<br />(ALT: 1/2"xl 2" TITEN HD @ 24"
<br />(ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x P.T. BOTTOM PLATE
<br />ELEV. 0'-0" OIL O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR FV'
<br />I
<br />A. F. F. @ 24" O.C.) 211 x x @ 24" O.C.) 211 1.4
<br />0 3 1/2" MIN. WWF OR FIBERMESH I WWF OR FIBERMESH
<br />z IV, 3 1/2" M IN.
<br />1/2" L �j
<br />4 4 ELEV. 4-3
<br />4 2x4 CONT A. F. F. X
<br />4, U_
<br />V7
<br />4 4 1 11/2"(min.)-4"
<br />A � 2� 1/2"(min.)
<br />04 00 A
<br />4 "(min.),- 4: 117 11
<br />31/2 L
<br />I =1 fr-
<br />4 1 W1,
<br />GARAGE DEPTH VARIES I , L� k
<br />A 4 _r 3
<br />(2) # 5 r, r, 2T
<br />CONT. 411 8"
<br />U.N.O. MIN.
<br />GARAGE SLAB AT STEP B� TYPICAL BEARING WALL 0 STEP (�b SHEARWALL
<br />SCALE: 3/4"=V-0" S3 ) "SHEAR WALL" SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH \--:rRUSS BOTTOM CHORD OR 2X4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR V GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR V GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM
<br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)
<br />TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE
<br />8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-13".
<br />SHEATHING W/ 8d COMMON NAILS @
<br />NSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />Ql AP RE P1 ()rlv 00 007'3') t1nKIKIC11TnD
<br />BOARD PER CODE k0m Dio ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @ GARAGE �2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />W/A HABITABLE ROOM 12" N.O. / BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD.
<br />ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. S S 16" O.C. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />SCREWS @ 7" O.C. \:\-SSHEET LOADBEARINGOR -cc =: ==� 11_`�_ 2x STUD 1) 17% fIVIKII,
<br />W \Srvl(
<br />.110)
<br />00
<br />(2) #5 CONT oil-
<br />4" 4'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rCC
<br />SCALE: 3/4"=V-0" � S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />"x8"X16"
<br />EXTERIOR WALL
<br />81, C. M. U.
<br />k I \./VVQ %JF t.X DLV �L_v
<br />THIRD POINTS
<br />2x STUDS @ 16" O/C
<br />P__
<br />NOTE:
<br />'
<br />FOR WAL L HGT. !� V-13". (2)
<br />INSULATION PER
<br />KNOCK -OUT
<br />//__1"xPT
<br />STUD
<br />ULATION PER CHART ON FLOOR PLAN
<br />SEE SECTION C/S3 FOR
<br />/
<br />x r
<br />BLOCK W/ 1#5 CONT.
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />#5 V ERT IN FILLED CELL
<br />/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR
<br />C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8" x 10" "J" BOLT @ 24" O/C W/ 2X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />USP SPT22 CONNECTOR
<br />SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLTINFO.
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />-5/8- EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />2x P.T. PLATE
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />TYPE 'IS" MORTAR
<br />WALL SEE GG/S3)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />X P.T. PLATE
<br />x
<br />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600#)
<br />*USP SPT22 TYP.
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />20- MIN. LAP [24�' MIN. LAP)
<br />#5 REINFORCING
<br />x
<br />x _j
<br />BOLTS 6" MAX FROM
<br />E
<br />6 x 6 W1.4 x W1.4 C-14
<br />c14
<br />2x P.T. PLATE
<br />I
<br />EEP SCREED INSTALLED
<br />BAR
<br />x
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH
<br />ASSUMED FINISHED
<br />ci I
<br />E
<br />PER MANUF.
<br />N�'#3 OR #4 REINFORCING BAR
<br />W
<br />I V?
<br />_�t
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />_____�--ARCHITECTURAL
<br />FINISH
<br />GRADE
<br />2�
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy- 40ksl]
<br />x
<br />x
<br />4
<br />TA ''..
<br />�
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />-
<br />FINISH GRADE 50
<br />2
<br />25" MIN. LAP [30- MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksil
<br />x U)
<br />1>
<br />1/2" GYPSUM WALLBOARD
<br />CELLS(SEE
<br />FOOTING MONO SHOWN
<br />I>
<br />t,
<br />2
<br />x
<br />>< Uj
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR CLARITY
<br />00
<br />6 MIL VAPOR BARRIEI�'
<br />;0
<br />7
<br />R 17/8"
<br />X
<br />U)
<br />FOR LOCATIONS)
<br />#5 REINFORCING BAR
<br />x
<br />X_
<br />1x4 P.T. BASE NAILER
<br />-11 1E1 I F=l I 1=1 I IE 2�
<br />_=1
<br />�2
<br />#5 LAP SPLICE
<br />X
<br />(2) #5 CONT.
<br />4"x4" INSPECTION
<br />NOTE: I>
<br />I I I ��]d I 5�d I EEd I M
<br />11E111EE111a11=111=
<br />I
<br />16.
<br />ON 3" CHAIRS
<br />36- MIN. LAP
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL
<br />�N
<br />COMP. SOIL. (COMPACTED To
<br />A
<br />[36" MIN. LAP]
<br />IXXX/X
<br />(TYP-)
<br />8"
<br />1 1-4"
<br />8"
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM
<br />0
<br />101.
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />AT GARAGE CONTRACTOR
<br />D1557)
<br />4"
<br />1-4-
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />. . . . . .
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR
<br />BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />CL,--NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF****�
<br />WALL W/ UPLIFT
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �,S3.,)
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0"
<br />��S3
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />\�S3�
<br />a
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />00
<br />6 x 6 W1.4 x W1.4
<br />60
<br />3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />-
<br />min.) 4"--,
<br />BARRIER
<br />t> q
<br />C%4
<br />I .
<br />.4 . A. A
<br />GRADE
<br />COMP. SOIL.
<br />00
<br />F=I
<br />(COMPACTED TO 95%
<br />��L
<br />(1) #5 REBAR w/ OPT.
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />M.M
<br />S EEN. NCLOSURE
<br />- 1
<br />3"
<br />MIN. CLR.
<br />..
<br />(2) #5 REBAR CONT._/
<br />115
<br />ON 3" CHAIRS TYP.
<br />4"
<br />V-4"
<br />STD. 90 NOOK (SEE
<br />M I N.
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />rL
<br />SCALE: 3/4" = V-0"
<br />1. "!3�
<br />SCALE: 3 7471-7, 1\13�
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB
<br />1411 0 H.D. RECESS
<br />PAVERS "T 2�
<br />-J'
<br />4"
<br />SEE AIS3 OR J/S6
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1 .4" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 8" (2 STORN')
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />EXPANSION JOINT I BLOCK WALL BEYOND
<br />13"
<br />O.H.D. RECESS
<br />44�'. Cl)
<br />C14
<br />C1)
<br />4.
<br />OP
<br />lit
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. -11, MIT, 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />V-8" (2 STqRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0101, CONT. BEAD SEALA&
<br />4 INTERIOR
<br />4 4 -3 1/2" j,
<br />CONCRETE NAILS W 1 112
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB---,
<br />00
<br />E
<br />r- N=1 I 1=1 I F-1 17t:��
<br />04 - I 1=1 I 1=1- I
<br />Cl) 6 MIL VAPOR =1 117717
<br />BARRIER
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />,,-CONT. BEAD SEALANT _71
<br />6 x 6 W1.4 x W1.4
<br />C', WWF OR FIBERMESH
<br />�1 � 4 . I I/ 'I -,I
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG. ��K
<br />SCALE: 3/4"=V-0"
<br />1 1/2" RECESS FOR VARIES x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3 SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH �Q
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD - - _r I I M
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN o?
<br />CnQ 0-1-01irl-rHMAI -
<br />BEAM SIZE &
<br />--2x4P.T. CONNECTION INFO
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />COLUMN LOCATIQN z ATTACHED PER NAILING
<br />0
<br />LU SCHEDULE
<br />§ _j
<br />0'-0" FIN.
<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 />11:11 8111:1429W.11 !
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2)#5VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />- ---------
<br />:11 Dime] oil
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (@ S.G.D. M
<br />SCALE: 3/4"=1'-0" \, S 3
<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. Q
<br />--GRADE A I/
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<br />3' IN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WID�TH
<br />LE]SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. 'N,��3_
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<br />To t e est o the Enginee s knowle ge, in rmation, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and sea] 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 />SCALE AS NOTED
<br />PLOT DATE: 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />1525
<br />JOB NO: 17-1426
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|