|
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ 2-16 AIL H END
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE
<br />(1) USP HTW20 WHEN
<br />ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20
<br />S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW
<br />TOP PLATE
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24 S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @MID
<br />CONNECTOR U!N.0
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />— J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />BLOCKING @ 3rd PTS
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE. z
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />ON FLOOR PLAN
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,ci
<br />SLAB & BLOCK
<br />SP SPT22 CONNECTOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"° x 10" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3"
<br />() 6 x 6 W1.4 x W1.4 co
<br />2"°x3/16"PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />(ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />CHAIRS (TYP.) WWF OR FIBERMESH ``'
<br />"
<br />ELEV. 0'-0" �
<br />O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />6 x 6 W1.4 x W1.4
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE II
<br />s p
<br />° ° a@
<br />A.F.F.
<br />��
<br />24" 0 2
<br />) F OR FIBERMESH
<br />. WW
<br />@ 24" O.C.) 2„
<br />WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />P. =
<br />WI I I=I '" 6 ° (I= I I -I I=J=
<br />-, _�
<br />— • I'
<br />�I I WI 11= 11=I I I i I=I I MITI
<br />°
<br />° °
<br />a ° ° ° ° a
<br />°a ° ° ° ° °
<br />0
<br />° ?
<br />ELEV. 4-3 1/2"
<br />f-
<br />a p
<br />A.F.F.
<br />3 1/2" MIN.
<br />3 1/2" MIN.
<br />REQUIREMENTS SEE R905.
<br />12
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24 O.C. U.N.O.
<br />;
<br />i W= I I I ' _ _-_ I
<br />"' I' -1 - -
<br />�I I III—IIIEll I
<br />°
<br />° a
<br />a
<br />°
<br />2x4 CONT. °
<br />g ° ° a
<br />I I° ° ° °
<br />° 0
<br />N
<br />1= 31/2 (min.)-
<br />-_- - i „
<br />I —I I I-
<br />I I=I I I I III-
<br />„
<br />4LL��7
<br />111=I I WJ 11- 31/2 (min.)- 4
<br />- - i
<br />— — p •• �I I I —I I I-
<br />"(min,) =1 I I=I
<br />(TYP.) VARIES
<br />HURRICANE ANCHOR @EACH�TI=I
<br />TRUSS (SEE UPLIFT scHED.) w/
<br />METAL PL. UNDER EA. TRUSS
<br />i t =1 i I CI I III-i i (I=1 i
<br />8„ 1
<br />° ° a
<br />° °
<br />GARAGE DEPTH VARIES °
<br />° ° °
<br />°
<br />31/2" min. - 4" —I
<br />( )
<br />I=III I 1=III
<br />' 1= I I f Li- I � I„�I � I„I ICI= i'
<br />31/2" min. - 4"
<br />1=I I I I
<br />i 11= W I= I I I I=I
<br />° °
<br />° g
<br />_III=1TI=I
<br />(2) #5 CONT. , ,I
<br />=1 I
<br />(2) #5 CONT. 4„ ' rr-I I �I -y " I I " g
<br />4" 1'-4" 8"
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARINGU.N.O.
<br />MIN.
<br />INSUL ION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALLrc��
<br />TYPICAL BEARING WALL ct STEPK'CC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />" „ S3
<br />SCALE: 3/4 -1 0
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-01,
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />.
<br />BOARD PER CODE OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM FASCIA
<br />\12'N.O.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />�1�
<br />pis•
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />�M
<br />SCREWS @ 7" O.C.
<br />SHEETSEE SOFFIT
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />gooN °�s
<br />\
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />LOAD BEARING OR
<br />EXTERIOR WALL 8' C.M.U.
<br />(2) ROWS OF 2x BLOCKING @
<br />2x STUDS @ 16" 0/C
<br />,/
<br />` °
<br />FOR WALL HGT. <_ 8'-6". (2)
<br />NOTE:
<br />INSULATION PER
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1 x P.T. STUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR „
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR cC.t
<br />G/S3 FOR ANCHOR
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />USP SPT22 CONNECTOR SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16"
<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 />( )
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SPACE ANCHOR 3500#, MIN. TENSION 2600#) .s
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*USP SPT22 TYP. SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X P.T, PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />BAREINFORCING
<br />E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 =
<br />N
<br />c1q_
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />¢
<br />END OF 2 PLATE WWF OR FIBERMESH
<br />ARCHITECTURAL
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />PER MANUF.
<br />#3 OR #4 REINFORCING BAR
<br />W
<br />o
<br />M
<br />o
<br />D
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />' ° GRADE
<br />- o
<br />D
<br />-
<br />z
<br />oo
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy=40ksi a
<br />[ GRADE 60 MIN. Fy= 60ksi]
<br />a p o
<br />=11 I=111=TI II p .
<br />1/2" GYPSUM WALLBOARD
<br />1 #5 VERT. IN FILL
<br />()
<br />CELLS (SEE
<br />MONO OR STEMWALL z
<br />1----
<br />co -0
<br />I=I I
<br />p.
<br />FINISH GRADE 2
<br />25" MIN. LAP [30" MIN. LAP]
<br />a
<br />g
<br />"'
<br />I=III—III—I I I I I I I f=III—I I I—
<br />I I=I I -I I I I=I '• • I =I I-1-1'
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FORLOCATIONS)p
<br />°
<br />FOOTING MONO SHOWN o
<br />o �
<br />FOR CLARITY ° _ _ _
<br />° o
<br />D p I—III=III—III=III—III=
<br />—I
<br />6 MIL VAPOR BARRIER =III p p'
<br />I-
<br />-r I I I
<br />p
<br />-
<br />oo
<br />_-__- - - _
<br />I I=I I i—I I I=I 1 7
<br />I— N z
<br />I I=I I W IZI=1 Ij=i I I-
<br />#5 REINFORCING BAR
<br />R 1 7/8"
<br />„ T
<br />I
<br />I III —III —I I —III J—III III-
<br />,-
<br />1 x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° III=1=1=1=1=1 I- z
<br />I-1 I I-1 I I-1-1-1=1
<br />l I I •
<br />1 1 II '-
<br />I I�
<br />#5 LAP SPLICE
<br />(2) #5 CONT. -III-1 I I=III, , I I -I I, , , I
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE: _ __
<br />g ° D D I = =1 = = = N
<br />T
<br />*FOR BEARING WALL I= 1=
<br />I I
<br />0 0 ,
<br />COMP. SOIL. (COMPACTED TO -I I _° _
<br />�I
<br />_ — — —
<br />I II I ICI I II
<br />-_ - - -
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />(TYP.) g 1'� g„
<br />FILLED CELL TYPICAL
<br />= = =1
<br />_ _
<br />W/ UPLIFT ONLY - - -__--
<br />o
<br />95 /o MODIFIED PROCTOR ASTM
<br />�-
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />III=1 I=1 1=III—I 1=I III=III-I 1=1 1=1 1=1 1=1 1=1 I 1=1
<br />=1 1= 1= =1 -I -I = I = = =1 =111 I -�
<br />D1557) III III=�=III=III
<br />4" V-4"
<br />�-
<br />III=I I-�'
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />it
<br />- T„T I=1Ti-Ti_
<br />#s LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />.=
<br />CONCRETE SLABW/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL
<br />FOOTING
<br />rE
<br />REBAR DETAILS
<br />F
<br />WALL W/UPLIFT rG
<br />w1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />- DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE:
<br />„_ �_ ,�
<br />3/4 -1 0 S3
<br />SCALE: N.T.S.
<br />S3
<br />�,_ ,_ ��
<br />SCALE: 3/4 -1 0 S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />Cl) I
<br />00
<br />I >wli
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />°
<br />'
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH c;
<br />MIL VAPOR >
<br />TP_
<br />Z �
<br />,6
<br />min. 4'
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />MICI—=
<br />r
<br />BARRIER ; 4
<br />_
<br />a
<br />a a -
<br />� GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />°�N
<br />a
<br />• •
<br />COMP. SOIL. � -
<br />TO 95% — I
<br />I - r
<br />=
<br />a
<br />0 - - - _ - - - •
<br />-_ - - - - - - - - - - -
<br />_ _ — v _ ' �' ' �' iTi ITI—I
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />a - -
<br />o I I IEEE
<br />°
<br />(COMPACTED
<br />I
<br />:73
<br />__
<br />-_ - - -(1) #5 REBAR w/OPT.
<br />- SEE ROOF PLAN
<br />- — — — a' a
<br />,_ a A
<br />MODIFIED PROCTOR -I
<br />ASTM D1557)
<br />- - -_
<br />=TI-�_-T- I I= I I=III= I=S,Cr�2E �N_FNCLOSURE
<br />-;i ; i- '
<br />1
<br />FOR STRUCTURAL
<br />r _ I=I I-
<br />MIN. CLR.
<br />-I I_ IIT_I-I
<br />�����_ I I
<br />2x4 P.T.
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />ch _ I a 8 a _
<br />• •
<br />(2) #5 REBAR CONT.
<br />4"' 118"
<br />PLATE
<br />ON 3" CHAIRS TYP. 4" 1'4'
<br />STD. 90 NOOK SEE
<br />(
<br />DETAIL)
<br />MIN.
<br />O.S.B.
<br />,,,gU.N.O.
<br />®
<br />i
<br />i
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />MIN 7/16 O.S.B. SHEATHING
<br />TYPICAL WALL SECTION q
<br />TYPICAL THICKENED SLAB EDGE L
<br />°��
<br />COLUMN LOCATION
<br />zo
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />-
<br />SCALE: 3/4' -1-0
<br />S3
<br />SCALE: S3
<br />U)
<br />w
<br />F
<br />�
<br />>
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />>
<br />LU
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />M SLAB
<br />1/2"CONT.
<br />�_
<br />LU
<br />Uj
<br />U-1
<br />SLAB STEP Sc RECESS S.G. D. rM
<br />0 -0 BEAD SEALANT
<br />SEE FLOOR PLAN FOR
<br />OPT: DEPRESS SLAB 5 "DEEP
<br />-
<br />SCALE. 3/4 1 0 S3
<br />AND 6" BEYOND DOOR TO
<br />, ¢
<br />STRUCTURAL COLUMN SIZE
<br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />& BASE CONNECTION INFO.
<br />CONCRETE SLAB
<br />EXPANSION JOINT _
<br />° ° -3 1/2"
<br />PLATE
<br />MASONRY WALL AND
<br />14"
<br />O.H.D.
<br />RECESS
<br />13"
<br />O.H.D.
<br />O.H.D. RECESS _�
<br />°
<br />GARAGE
<br />wE 1J4Rx3�TAPCONS AT 8"
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />�
<br />r
<br />CONCRETE NAILS W 1 1/2
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />O.C.
<br />8" MASONRY WALL
<br />--
<br />EXTEND FILL CELLS
<br />M
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TRIM PER PLAN
<br />To FOUNDATION PAD
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. T '
<br />—III— — Y .•
<br />-1 I_I I —I I�
<br />I •, '
<br />I I W I I-
<br />_
<br />1L�� '• ' _
<br />;� ;i�� I •: • .Y , ' _
<br />r I I
<br />PLATE TO CONCRETE
<br />(MIN, SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />SQUARE CMU BLOCK BASE,
<br />r>
<br />_ z
<br />00
<br />GRAD a °
<br />-III= . ;. : 4'
<br />—III—III •'. :.:
<br />.. _
<br />I oo
<br />I-
<br />- I-�
<br />_ a.:. j oo
<br />—III—I I •' 4„ _
<br />1=I I —I I : ' �• : I I I= T
<br />TENSION 120#) CONCRETE SLAB
<br />=
<br />--
<br />_
<br />6 x 6 W1.4 x W1.4 T
<br />M
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />w
<br />-�
<br />- _ ° a
<br />= ° a ° • = = = (-�
<br />.
<br />. Q'a ' •., •
<br />-1 I I—�
<br />`
<br />, i
<br />. �.e• ' ". •,;
<br />I I —I I —I
<br />_ as
<br />C
<br />T WWF OR FIBERMESH �,.,
<br />FILLED SOLID
<br />x
<br />Z—III—I
<br />H w o
<br />-
<br />=111=1 I —III —I w
<br />-1I1=1I — I1=1I-1I1- v
<br />=1J=1I :•�: `." . I —III=
<br />�� I I=1=I
<br />1=_=
<br />I I I=i
<br />°° € _
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<br />a
<br />11=
<br />BRICK PAVERS or SLAB PER
<br />o W w
<br />p p =
<br />• °• Z
<br />-- —_ - z ¢
<br />_ I
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<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"= V-0"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information, and
<br />beliefI 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 seat 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 />DATE : 2/24/2014
<br />TECH: MJAMES
<br />VERSION No' 10
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />.1, ��-.F-- LiTI - -- I I I I I I I i I — — - .� T — F i I III. I J I � d i A A �7iQl �
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