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<br />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 />s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR / GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.)
<br />GARAGE
<br />GARAGE W/A HABITABLE
<br />EACH END (WHEN PARALLEL)
<br />ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE.
<br />2x BLOCKING HORIZONTALLY@
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16"
<br />Q.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDINGL
<br />1/2" CDX PLYWOOD OR 7/16'" O.S.B.
<br />(12)10d NAILS
<br />U.N.O.
<br />FOR UNDERLAYMENT
<br />�' 10'-0" (R302,11)
<br />@16 O.C, W/ (2)
<br />16d TOENAILS T & B
<br />- -'- - --- - - = _. --- �-
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302,11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IFL
<br />APPLICABLE.
<br />z
<br />--- — -
<br />-- - -- -- -'`- ----
<br />3/8 MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN
<br />(ALT: 1/2"xl2" TITEN
<br />O.C. OR 5/8"x10' WEDGE
<br />@ 24" O.C.)
<br />HD @ 24"
<br />ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />TRUSS @ 24" O.C. U.N.O.
<br />"" ""
<br />2x P.T. PLATE 1/4 DIA, X 3114 TAPCONS 24 0/C &
<br />-' _—
<br />_-------
<br />SLAB &BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />IMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION
<br />ONLY"
<br />SIMPSON SP1 w/ (10) 11 NAILS
<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />r
<br />_
<br />r
<br />„o „„ „
<br />5/8 x 10 J BOLT @ 24 O.C. W/
<br />2""°x3/16" PLATE WASHER (TYP.)
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903,2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />"'
<br />_
<br />ELEV. 0'-0"
<br />(ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND
<br />WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL
<br />( )
<br />MOISTURE BARRIER
<br />�..-....
<br />„O.C.O
<br />''',
<br />A.F.F.
<br />0 518"x 10 WEDGE ANCHOR 2 x 6 W1 A x W1.4
<br />INCLUDET WALL
<br />ATTACHMENTSWWF
<br />211 6 x 6 W1.4 x W1.4
<br />v a
<br />SHINGLE ROOF, SHINGLES TO
<br />J
<br />-
<br />o
<br />@ 24" 0 C. •
<br />) WWF FIBERMESH
<br />W OR
<br />OR FIBERMESH
<br />RM
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM-CLASS
<br />�I11 I_LI— I I— m . p ° I L=1 1—_r �?
<br />i L
<br />LD3161m�I
<br />ELEV. -0'-3 1/2"
<br />�31/2" MIN.
<br />,- 3 I/2"MIN.
<br />l
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<br />-
<br />F, IN
<br />° a _ll! ;I
<br />I
<br />.. 2x4 CONT.
<br />A.F.F.g
<br />U.
<br />12
<br />(TYP.)
<br />VARIES
<br />ACCORDANCE w/ ABLE
<br />R905.2.6.1,FLORIDABUILDING
<br />IIW.
<br />_ _ _ _ _ — I
<br />I�I I I� 11 I — —I I Il I
<br />L —
<br />—I —I I=1 —)�-- 1— I
<br />I I
<br />CIA
<br />1/2" min.)- 4"'
<br />�, �� a
<br />— —_ m.
<br />"(min.)- 4"
<br />T* *�
<br />LU
<br />TTi--
<br />CODE 7TH EDITION (2020)
<br />I _i — I I III
<br />GARAGE DEPTH VARIES
<br />31/2""(min. - 4'
<br />LL
<br />31/2"(min,) - 4
<br />_
<br />RESIDENTIAL
<br />ROOF SHEATHING -SEE
<br />8
<br />- — —
<br />- —I ► I — —
<br />' =1 — _ �_-
<br />— — — — —
<br />INSULA ION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />2 #5 CO„ 'TT M „-
<br />O 4 1-4 s
<br />2 #5 CONT.
<br />O
<br />„ rrr I"
<br />4 $
<br />FRAMING SHEET FOR
<br />FREATHIN HANDEFT FASTENERS
<br />WALL w/ OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />U.N.O. •
<br />TYPICAL BEARING WALL @STEPrcC
<br />ELEV. VARIES
<br />SEE TYP, WALL SECTION SCALE: 3/4""=V-0" 53
<br />SCALE:
<br />3/4"=V-0" 53
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />SCALE: 3/4"=1'-0" 53
<br />—
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />BOARD PER CODE
<br />EDGE
<br />�\Nv°vs
<br />ccN
<br />(OR 5/8"
<br />ALUMINUM FASCIA
<br />cv�s�y
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM \12'N.O.
<br />2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ecs'
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16"
<br />O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />CEILING & 8" O.C. WALLS
<br />LOAD BEARING OR `4
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" 0/C
<br />INSULATION PER FBC AND ENERGY
<br />��N�Mvo s
<br />�o ��Nv
<br />�` cc�'
<br />2x BLOCKING HORIZONTALLY@
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />.�'
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />„
<br />1 x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />10'-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />PLAN
<br />P.T. HORIZONTAL
<br />1x2NAILER
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />_
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10 -0 (R302.11)
<br />""
<br />5/8"° 10"'"J" BOLT 24" O/C W/ 2"°X 3/16"
<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.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN,) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S"" MORTAR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />x @
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 "
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR
<br />N
<br />3500# MIN. TENSION 2600# )
<br />ARCHITECTURAL
<br />FINISH
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24' MIN. LAP]
<br />#5 REINFORCING J
<br />SPACE ANCHOR
<br />.-.
<br />w/ (10)10d NAILS N
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR -¢
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c _
<br />END OF 2" x PLATE WWF OR FIBERMESH E d
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />x c ° . °
<br />w �*
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />#3 & #4 LAP SPLICE
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<br />40 MIN. Fy= 40ksi
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<br />1/2" GYPSUM WALLBOARD
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<br />1 #5 VERT. IN FILL
<br />CELLS
<br />MONO ORSTEMWALL
<br />r °
<br />cn °
<br />- :°,
<br />FINISH GRADE
<br />(GRADE
<br />25 MIN. LAP 30" MIN. LAP
<br />( ]
<br />60 MIN. Fy= 60ksi]
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<br />6 MIL VAPOR BARRIER �` I '
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<br />11I —
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<br />_ _ _ _ _
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOR CLARITY
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<br />_
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<br /># 5 REINFORCING BAR
<br />R 1 7/8
<br />I
<br />1x4 P.T. BASE NAILER
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<br />z
<br />— — — —
<br />#5 LAP SPLICE
<br />(2) #5 CO _I I In rrLLL
<br />31/4" BASEBOARD
<br />PORTAT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />cv
<br />' - r
<br />I °
<br />COMP, SOIL. (COMPACTED TO
<br />— —
<br />36" MIN. LAP [36"MIN. LAP]
<br />rWrrrlll ,
<br />ON 3"CHAIRS
<br />g"" 11_41" g""
<br />(TYP')
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />=�
<br />95% MODIFIED PROCTOR AS =i — —
<br />— — �—�LL III-
<br />]�lll"`
<br />10"
<br />MIN PSI MAY VARY PER
<br />AT GARAGE CONTRACTOR
<br />v�
<br />�- TO CUT BLOCK OR POUR
<br />! �; �., �-,
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<br />- `
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<br />4" 1"-4"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1A WWF OR
<br />�- NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT G
<br />"FIBERMESH" 71
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4""=V-0" S
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" 53
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />53
<br />•F
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />•
<br />4 r
<br />° I
<br />00
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES6 x 6 W1,4 x W1.4
<br />1 1/2" RECESS FOR
<br />I=1
<br />c
<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
<br />6 MIL VAPOR — ° —
<br />—I I f r
<br />- - z
<br />min,) 4
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />A
<br />� e
<br />BARRIER / 4
<br />—
<br />4 1
<br />O d c
<br />a v GRADE
<br />AT 24" Q.C. MAX.
<br />SEE PLAN FOR
<br />x x . x CONNECTION INFO
<br />COMP. SOIL.
<br />COMPACTED TO 95% —
<br />(�
<br />00
<br />_ — — —
<br />— — — — , 'I—,
<br />—��
<br />rrr I-rr r I I— r
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
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<br />MODIFIED PROCTOR
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<br />1) #5 REBAR w/ OPT.
<br />_S E NCLOSURE
<br />�R t , r-�
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />BEAM SIZE &
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<br />�, rrT�I, r I III �I ' , III
<br />r d rrr r,T E
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<br />3" MIN. CLR.
<br />I Irr-
<br />-
<br />CONNECTION INFO
<br />a47
<br />�-, -
<br />(2) #5 REBAR CONT. 1'-4"" (1 STORY)
<br />ON 3" CHAIRS TYP. „
<br />U.N.O. 4' 1-8 (2 STORY)
<br />STD. 90 NOOK (SEE
<br />DETAIL)
<br />,�
<br />MIN
<br />2x4 P.T.
<br />PLATE
<br />I. I
<br />I I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />_
<br />T ==
<br />SEE A/S3/J/S6 T �'*`—'--- I Ill
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />/ts^
<br />°S8
<br />z
<br />MIN 7/16 O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />4"T 811
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0"
<br />��
<br />SCALE: 53
<br />w
<br />BCA Lr
<br />¢
<br />SCHEDULE
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />CQLUMNLOCATION Q
<br />L
<br />'
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />w
<br />COLUMN SIZE AND BASE
<br />rM
<br />1/2" FROM SLAB
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />01 _ �¢ CONT. BEAD SEALANT
<br />�-
<br />SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6 BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />131"
<br />.' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4. -3 1/2"
<br />•' GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH L
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />O.H.D. RECESS
<br />O.H.D. RECESS
<br />, „.'
<br />ATTACHMENTS & 1$ D1
<br />PAVERS
<br />z
<br />COLUMN TO BEAM
<br />�'
<br />CONCRETE NAILS W 1 1/2"
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--�
<br />EXTEND FILL CELLS
<br />..
<br />• :4"''.
<br />---�� ° "
<br />M
<br />Y
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8'"O,C,
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />m
<br />.I—• Y • . a
<br />'-
<br />�
<br />CONT, FOOTING STEEL
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<br />ON FLOOR PLAN
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<br />w
<br />Q
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<br />SIZE VARIES PER PLAN
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<br />FILLED SOLID (SEE PLAN FOR
<br />w
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<br />COMMUNITY SPECS
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<br />FOR REINF. INFO. 3" MIN, CLEARANCE
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<br />SCHEDULE
<br />GARAGE DOOR SLAB RECESS
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />TAPERED
<br />COLUMN FRAMING CD12
<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"
<br />S3
<br />SCALE: 314-P•0"
<br />SCALE: N.T.S. 53
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural englneering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />NO: 23-00520
<br />SCALE : AS NOTED
<br />SHEET NO.
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