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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR /a GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />5 „ „ „ 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
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) 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 />O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12) 10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 10-4' (R302.11)
<br />16d TOENAILS T & B
<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. LE (MIN.) @GARAGE SIDE IF
<br />APPLICABLE. 4
<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. @ INSULATION PER CHART ON FLOOR PLAN
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN
<br />TRUSS @ 24" O.C. U.N.O.
<br />„ „
<br />2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24 0/C &
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @FIELD
<br />SIMILAR AT FOUNDATION ONLY „
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR EACH
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE -
<br />�
<br />„o IMPSON SP1 w/ (10)10d NAILS
<br />5/8 x 10"'J' BOLT @ 24 O.C. W/
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS SEE UPLIFT SCHED. W/
<br />( )
<br />2) #5 CONT. ON 3" T
<br />( 6 x 6 W1.4 x W1.4
<br />r
<br />2" x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS TYP. co
<br />(TYP.) WWF OR FIBERMESH
<br />�'
<br />ELEV. 0'-01,
<br />ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE
<br />( @
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION 2020 RESIDENTIAL
<br />( )
<br />MOISTURE BARRIER
<br />1
<br />A.F.F.
<br />0 1 EDGE ANCHOR
<br />x
<br />0 2 x6W1.4xW1.4
<br />INCLUDE THE ALL
<br />2„ 6x6W1.4xW1.4
<br />° °.
<br />SHINGLE ROOF, SHINGLES TO
<br />a _
<br />.
<br />@24"0 C.) WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ASTM
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<br />u o —
<br />=L=III=) I I=I m I I—III=III=) I I=
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<br />�I 1 (
<br />� D e I_TI=1_I 1=I I I= 31/2 (min.)- 4
<br />TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />III LI I=III=I I=III III=III III -III
<br />— — — I
<br />-1 I �, IIIIi III i 1IIII-TI I II I III i 1I I I— I
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<br />INSULA ION LE
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<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
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<br />2 #5 CONT. —`) I"rIJTl"I ',—��I= I
<br />() 4"
<br />TI ITI I II i I I I,II, �I
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<br />O 4" 4' 8°
<br />FRAMING SHEET FOR
<br />U.N.O. MIN,
<br />U.N.O. MIN.
<br />`
<br />SHEATHING AND FASTENERS
<br />WALL w/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL "'STEP rcC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=1'-0" S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE°�s
<br />BOARD PER CODE (OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />GYP. TYPE @ GARAGE
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<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Q�s
<br />ABOVE) W/DRYWALL
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<br />'—SEE STRUCTURAL
<br />2x S.P.F. STUDS @ 16" O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />r
<br />CEILING & 8" O.C. WALLS
<br />SOFFIT SHEET SS
<br />2x STUD
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<br />2x STUDS @ 16" 0/C
<br />1a M�N�o s
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />coN
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 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 />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@ —
<br />APPLICATION
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<br />SEE SECTION C/S3 FOR
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<br />INTERVALS NOT EXCEEDING
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<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR C 4
<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 FIOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />'S
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<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 />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />TYPE MORTAR
<br />(IF NO UP LIFT ON
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<br />MIN. 2500 PSI CONCRETE SLAB W/
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<br />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
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<br />20" MIN. LAP 24" MIN. LAP]
<br />[
<br />#5 REINFORCING
<br />3500#, MIN. TENSION 2600#
<br />SPACE ANCHOR )
<br />SPACED EVENLY
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<br />04 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
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<br />I —I I `I 11=III=� I
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<br />36" MIN. LAP [36" MIN. LAP]
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<br />8" 1'4' 8"
<br />MIN. 2500 PSI CONC. SLAB
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<br />#6 REINFORCING BAR
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<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPETYPICAL
<br />#6 LAP SPLICE
<br />INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
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<br />NOTE:EXTEND
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<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
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<br />SCALE: 3/4"=1'-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4 -1-0
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.00
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<br />I
<br />6 x 6 W1.4 x W1.4
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<br />SEE ROOF PLAN
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<br />6 MIL VAPOR o
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<br />—I I
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<br />TYPICAL THICKENED SLAB EDGE L
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION
<br />FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" ,S3
<br />SCALE:
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<br />SCALE: N.T.S. S3
<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's
<br />signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />SCALE :
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<br />SHEET NO.
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<br />(MONO)
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