|
5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />e BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR „ GYP. TYPE „ X„ @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<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 />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > V-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />2"x3/16" PLATE WASHER (TYP.) WALL�HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />(ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4'.
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. -
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />_ ______.____._._._.._.._ _--_.-_ ___ -_.....__. SLAB & BLOCK
<br />5/8 x 10 J BOLT 24 IMPSON SP1 w/ (10)10d NAILS
<br />^° ° ° " @ " O.C. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />(1) LAYER TYPE II #30
<br />( )
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3" �'
<br />6 x 6 W1.4 x W1.4
<br />r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />1/2"x12" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />FOR
<br />CHAIRS (TYP.) "
<br />A
<br />ELEV. 0'-0"
<br />(ALT: @
<br />UNDERLAYMENT ROOF
<br />PITCH > 4:12
<br />I WWF OR FIBERMESH I
<br />AIIN
<br />OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />° °
<br />°
<br />(2) LAYERS TYPE I OR TYPE II
<br />° ° A.F.F.
<br />O.C.) 2rr
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 2"
<br />\ WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />�► . . , p ° ° q
<br />e - P- �-
<br />°
<br />° ° 0
<br />° ° ° a ° ° ° ° ° ° ° ° ° ° ° a ° ELEV. -0'-31/2" Z
<br />° ° A.F.F, p
<br />�31/2" MIN.
<br />°jr
<br />31/2" MIN. I
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />-
<br />° ° 2x4 CONT. °
<br />tl ° tl "-
<br />- 1/2" min. -4"
<br />( )
<br />'-° - 1/2" min. 4"
<br />TRUSS @ 24' O.C. U.N.O.
<br />12
<br />_
<br />- -
<br />` ° O ° ° tl o
<br />° I I° a ° n , tl N
<br />a °
<br />�
<br />oo , r „rr�-= e • "- T
<br />31/2"(min. 4" - -
<br />. ° e
<br />oo ,,� a �- •.
<br />31/2"(min.) 4" -
<br />HURRICANE ANCHOR @ EACH
<br />(NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />- -
<br />8 - '-
<br />� °
<br />GARAGE DEPTH VARIES °
<br />-
<br />-
<br />-
<br />-
<br />METAL PL. UNDER EA. TRUSS
<br />WLM
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 coNT. 4"9 1'-48"
<br />(2) #5 CONT. A , g
<br />INSU ON LE SHINGLE ROOF-Y
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP M SHEARWALLK'�C�
<br />U.N.O.,,
<br />TYPICAL BEARING WALL @ STEP K`CC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />„_ ,- r, S3
<br />SCALE: 3/4 -1 0
<br />1 S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5l8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />JP
<br />°sE�
<br />BOARD PER CODE OR 5/8" ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @GARAGE
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE W/DRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C
<br />�N�o s
<br />SCREWS 7" O.C.
<br />@ SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />10
<br />coN
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />��
<br />EXTERIOR WALL 8 C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />`
<br />FOR WALL HGT. s 8'-6". (2) ROWS
<br />NOTE:
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION
<br />2x BLOCKING @ 3rd PTS FOR
<br />SEE SECTION C/S3 FOR r „
<br />WALL HGT. > 8-6 .
<br />CHART ON FLOOR 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 />GYP. WB (MIN.)
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />"J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />.GARAGE
<br />SIMPSON N SP1 w/ SIDE IF APPLICABLE.
<br />SIDE
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GGIS3) 5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />'SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ='
<br />w/ (10)10d NAILS N 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />a
<br />BAR w
<br />WWF OR FIBERMESH .�
<br />END OF 2 x PLATE r I
<br />ARCHITECTURAL
<br />FINISH
<br />1 x2 PT WD FURRING @ 24" O.C.
<br />TYP. ASSUMED FINISHED
<br />` ' GRADE
<br />PER MFR INSTRUCTIONS
<br />° ' ° °
<br />_ � z_
<br />#3 OR #4 REINFORCING BAR LU
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE
<br />° °
<br />1 #5 VERT. IN FILL
<br />()
<br />MONO OR STEMWALL z
<br />°
<br />M - 1, P FINISH GRADE o0
<br />25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]
<br />p r
<br />;
<br />1/2" GYPSUM WALLBOARD
<br />CELLS (SEE
<br />°
<br />FOOTING MONO SHOWN o .
<br />I - s
<br />w
<br />- -
<br />U.N.O.
<br />FOUNDATION PLAN
<br />, °,
<br />FOR CLARITY ° D _ _ °O
<br />6 MIL VAPOR BARRIER P e. ° ;=
<br />W
<br />R 1 7/8" �'
<br />m - - - T
<br />FOR LOCATIONS)
<br />=� I,J,;�
<br />p D ° I=-,--I
<br />#5 REINFORCING BAR
<br />-
<br />1x4 P.T. BASE NAILER
<br />p ° - 1 = I I=I I I=1 I 1=1 11= z
<br />e
<br />' ' _ _
<br />j
<br />#5 LAP SPLICE
<br />(2) #5 CONT. -
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD PORT AT EACH
<br />°
<br />NOTE: g 1111111I 11111I 111 � 1I I I I I I I � II 111 � II I �
<br />"FOR BEARING WALL _i r
<br />(=III= I=III=I
<br />•
<br />COMP. SOIL. (COMPACTED TO °
<br />36" MIN. LAP IN MIN. LAP]
<br />ON 3" CHAIRS 8„ 1,�" 8„
<br />(TYP.)
<br />FILLED CELL TYPICAL
<br />=I i ,,
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM UP-
<br />10"
<br />MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER n TO CUT BLOCK OR POUR
<br />_ _ _ __
<br />III=I =�=I I III=111 I== I= I I=I =III III-1 I=III=III=
<br />=i I I-1 I I--III-I I I1 I I --I 1- I I -I 1-III. -1 I 1=III=1 1=I =I I 1-1
<br />-ITi- i-
<br />I
<br />D1557) -
<br />4" 11'-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />TYPICAL INTERIOR BEARING
<br />MUNICIPALITY.
<br />I II
<br />-III=1 I 1 I -III- I I-III--III-III- =-I
<br />#6 LAP SPLICE
<br />CURB DUE TO SLOPE
<br />-'''-I , -I , ,-"-"'-
<br />CONCRETESLABW/6X6 0- NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING KE�
<br />REBAR DETAILS rF
<br />WALL W/ UPLIFT rG
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />rr_ , „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />„_ �_ ��
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3
<br />SCALE: N.T.S. S3
<br />„_ ,- „
<br />SCALE: 3/4 -1 0 S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />Z
<br />° Y I 00
<br />v
<br />6 6 W1.4 W1.4
<br />1/2" 6 6 W1.4 W1.4
<br />r,
<br />x x
<br />SEE PLAN
<br />1 RECESS FOR x x
<br />_
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR ° - z
<br />min. 4 ��
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />BARRIER D p 1
<br />a ' ° a v GRADE
<br />SEE PLAN FOR T 24" O.C. MAX. CONNECTION INFO
<br />_
<br />�
<br />COMP. SOIL. a
<br />00
<br />TOP OF BEAM &LAYOUT DESIGN
<br />: _
<br />( COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />a ' _ I
<br />(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />c ° e ° r-
<br />"' _ < . a ° -�
<br />jI- I I E
<br />ASTM D1557)
<br />- sNCLOSURE
<br />- �*EP4
<br />(2) HTS20 FOR STRUCTURAL
<br />, , I
<br />��
<br />(2) #5 REBAR CONT. 3 MIN. CLR.
<br />11-4 (1 STORY) STD. 90 NOOK (SEE
<br />ON 3"CHAIRS TYP. 4„ 1'-8" (2 STORY)
<br />U.N.O. DETAIL)
<br />rf
<br />4 -
<br />MIN.
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />I I
<br />2x4 P.T I
<br />PLATE 2x4 #2 SYP P.T. FRAMING w/
<br />a
<br />� _ e • . ° 8
<br />-
<br />-
<br />_
<br />ins MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 g�
<br />TYPICAL WALL SECTION q
<br />TYPICAL THICKENED SLAB EDGE L
<br />o.s.s. Z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" =1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />w Z SCHEDULE
<br />Cr >
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />COLUMN LOCATION
<br />w 6x6 P.T. #2 SYP
<br />P.T. 2x
<br />> �
<br />SLAB INFORMATION.
<br />„ HOLDROM
<br />rM
<br />SLAB
<br />W ABU66
<br />SLAB STEP & RECESS S.G.D.
<br />01_01, J CONT. BEAD SEALANT
<br />¢
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4. -
<br />a -3 1/2"
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL AT 8" O.C.
<br />�OOTINGNRY LLAND
<br />CONCRETE SLAB 14'
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS E
<br />�• .. GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD
<br />PAVERS z
<br />M
<br />CONCRETE NAILS W 1 1/2, 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />8" MASONRY WALL
<br />.,
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS 8U.N.
<br />EMBEDMENT @ 12" O.C. @
<br />TO FOUNDATION PAD E �.
<br />' "
<br />• '• ' "
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />•
<br />C >
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />r>
<br />_ .. • ;. `'
<br />* •�
<br />_- • ' �. • ;. III
<br />' '' ' '
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />SOLID
<br />? Q
<br />_ _ _ _
<br />.' i.:. 4"
<br />i.: oQ
<br />TENSION 120#) CONCRETE SLAB
<br />FILLED (SEE PLAN FOR
<br />°
<br />.-
<br />- - �-
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />;III= ° A
<br />+.;. •, •:: ' -
<br />"�' . ' -
<br />.: •,' ::'�
<br />- - •�. ' .' " -
<br />c WWF OR FIBERMESH '-
<br />oo c e M
<br />-
<br />z w -III-I III-III-III=III w
<br />o w LU w III=III 11=1 1=1 1 ; 2
<br />I 1=I �' • °
<br />-
<br />a
<br />BRICK PAVERS or SLAB PER
<br />p o .I. ! 4 _- -_ -_ qa
<br />SEE A/S3 OR J/S6
<br />SEE A/S3 OR J/S6 ITT -
<br />M 6 MIL VAPOR - - - - - -
<br />- - - I - - W.
<br />0'-0" FIN. FLR.� COMMUNITY SPECS
<br />T" 4
<br />I I -_I - -�=1 - _I I -_I I-1 I I=_ __
<br />�I FOOTING
<br />,
<br />1 111-111=11.- 111-I 11 III I1-1=1 I I-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER - - I -
<br />1 I-1 I I -I I I -I I 1=III I I =1 I I-1 I I=' BEYOND
<br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 ST RY)
<br />I I
<br />': '' ' :':•; '
<br />�••
<br />PAD REINFORCEMENT =i 1=1 I I -I
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
<br />( )
<br />1'-8" 2 ST RY
<br />( )
<br />4" 4"
<br />SEE FOUNDATION
<br />... * :• ��. CONC. PAD INFO.
<br />FOOTING WIDTH
<br />,
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J,1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED COLUMN FRAMINGrCD12
<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: 3l4"=1'-D
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />t�ti lei!//
<br />1S�11R
<br />SE
<br />u 0CN
<br />06i
<br />J
<br />"'OFESS\O"'
<br />�\
<br />�4, vv
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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