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<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
<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) 1U-0" (R302.11)
<br />16d@1 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. WB MIN. GARAGE SIDE IF
<br />(MIN.) @
<br />APPLICABLE.
<br />z
<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 31/4" 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 />@ 6" MAX FROM END OF 2 x PLATE
<br />.�
<br />E
<br />_
<br />5/8"° x 10" "J" BOLT 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS
<br />@
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />`�'
<br />T
<br />.=
<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.
<br />(TYP.) WWF OR FIBERMESH
<br />M
<br />�'
<br />ELEV. 0'-0"
<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 />MOISTURE BARRIER
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />211 x6W1.4xW1.4
<br />"
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4
<br />I u a
<br />SHINGLE ROOF, SHINGLES TO
<br />_
<br />�,;�,— a
<br />@ 2 4 •
<br />O.C.) WF OR FIBERMESH
<br />ATTACHMENTS 211
<br />CH MEN S
<br />OR FIBERMESH
<br />�I
<br />BE IN ACCORDANCE w/ ASTM
<br />=III=III=1=I . I IIII=1=III= 9
<br />I MI I I -I II I=1ELEV.
<br />/ri—rT:
<br />-0'-31/2" z
<br />31/2"MIN.
<br />.WWF
<br />31/2" MIN.
<br />D7158-CLASS G or H, or ASTM
<br />F, IN
<br />11=III=III=III=1 • I I=1 I-1 I I-1
<br />° — I
<br />I I-1 I III -I - -
<br />2x4 CONT.
<br />A.F..°nD3161-CLASS
<br />r,-ITn„
<br />12
<br />ACCORDANCE w/ TABLE
<br />III �T=III=) I=1 I -I I=III=I I=I I I=I I �� I
<br />(
<br />N
<br />_ ° I -I I_ 3 1L2"(min.)- 4"
<br />°
<br />° ° — I —I 1 1 �- 1/2"(min.)- 411
<br />=
<br />�-
<br />(TYP.) VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />— — —_ — —_ —
<br />-1 I II I I-1 I II I II I ITI I II I II I II I II I II I II I II II
<br />I I
<br />GARAGE DEPTH VARIES
<br />oo — — — —�
<br />- - _- o • -1 -I I _
<br />31/2'(min. - 4 I I—) I
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<br />RESIDENTIAL
<br />-III=1 I f III-�-I I -I TI �1if I'
<br />1 I_(=_1TI I T11-TIT-III-III-fT '
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE-[RSH]-ON
<br />TYPICAL INTERIOR BEARINGK"B�
<br />2 #5 CONT. I TI �'�'-i-�'"' ITT
<br />() 411 11�11 g
<br />(2)#5CONT. 4" 14 g
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP
<br />TYPICAL BEARING WALL STEP MIN.SHEARWALLrc,�TYPICAL
<br />U.N.O. MIN
<br />BEARING WALL @ STEP CC
<br />\�
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=V-0" S3
<br />" _
<br />SHEAR WALL SCALE: 3/4 -1 0 ���3
<br />11_ 1_ "
<br />SCALE: 3/4 -1 0 S3
<br />—
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />c�N�°�s
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM 1, N.O.
<br />2x SUB FASCIA
<br />1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING
<br />Qcs
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS 7" O.C.
<br />°�
<br />SOFFIT SHEET SS
<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.
<br />2x STUDS @ 16" O/C
<br />CEILING & 8" O.C. WALLS
<br />8"&'X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />2x STUD
<br />INSULATION PER FBC AND ENERGY
<br />�/ 1ccN
<br />2x BLOCKING HORIZONTALLY @
<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 />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 />SEE CC/S3 OR
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />N
<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 />„ ,
<br />BOLT INFO.
<br />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 S' MORTAR
<br />(IF NO UP LIFT ON
<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 />ARCHITECTURAL
<br />FINISH
<br />*SIMPSON SP1
<br />6 1/4"x31/4" TAPCONS
<br />6 x 6 W1 A x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN, LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR 3500#, MIN. TENSION )
<br />w/ (10) 10d NAILS CI
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR w
<br />^
<br />END OF 2" BOLTS 6" MAX PLATE--,,,,. WWF OR FIBERMESH
<br />1x2 PT WD FURRING @ 24"
<br />�,P .-
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
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<br />GRADE
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<br />1/2" GYPSUM WALLBOARD
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<br />(1) #5 VERT. IN FILL
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<br />' i -Hill I �T=III=I 1#5
<br />LAP SPLICE
<br />4"x4" INSPECTION
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<br />(2) #5 CONT.T,,�I-(T
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />N
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<br />COMP. SOIL. (COMPACTED TO III ° ° .
<br />-I
<br />IT—
<br />TT TI I T I I I
<br />_
<br />36" MIN. LAP [36"MIN. LAP]
<br />ON 3" CHAIRS „ „
<br />8 V-4" 8
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM I I= I I= I =T
<br />j— I�=rr
<br />10..
<br />MIN PSI MAY VARY PER
<br />AT GARAGE CONTRACTOR
<br />_
<br />D1557) 4— r i 4
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />�-
<br />CONCRETE WWF
<br />W1.4Xw1.4 WwF OR �
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<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT rG
<br />FIBERMESH'
<br />DECO FINISH
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />1_ ,_ II
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 0 S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />Nr
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<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 />T III=1
<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
<br />6 MIL VAPOR o =
<br />I I {=
<br />_
<br />z '-
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER 4
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<br />• •
<br />iV
<br />° ° d
<br />d
<br />a
<br />GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />�N G
<br />e
<br />COMP. SOIL. ° .TIT
<br />_ _
<br />I I II
<br />— — — — — — — •
<br />_
<br />= =_ — — '
<br />—III 1 1 —I 11-1 I I
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />° a _ —�
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<br />N^
<br />( COMPACTED TO 95% I I I =III=TI I =
<br />T III TT[=iT= III
<br />_
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<br />_ _ —_
<br />(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
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<br />;� °.. ° a
<br />MODIFIED PROCTOR
<br />_ _ _
<br />I -I I —III=III= I (= I I=III— I I=S�f2E N_ENCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />_ _ —
<br />r i,, rl hI ITT Tr
<br />ASTM D1557)
<br />- III _III ICI ICI -ICI ICI=�=
<br />BEAM SIZE &
<br />_ _
<br />°'
<br />a
<br />3" MIN. cLR.
<br />(2) #5 REBAR CONT._/411
<br />ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE
<br />1= I I- I, , I I-
<br />T
<br />CONNECTION INFO
<br />T a —� I
<br />M -_ a III-
<br />-1��
<br />4" V-8" (2 STORY) DETAIL)
<br />MIN.
<br />e w 2x4 P.T.
<br />— — — — —f
<br />U.N.O.
<br />PLATE
<br />I
<br />i
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=TTT , I I, ,TTT=TI-�
<br />SEE A/S3/J/S6 - r—
<br />a 7116"
<br />MIN 7/16" O.S.B. SHEATHING
<br />�• 8"
<br />TYPICAL WALL SECTION
<br />q
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />°s.a.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
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<br />"= ' "
<br />SCALE: 3/4 -1 -0 S3
<br />°q�o� ° w
<br />O
<br />i-
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<br />SCHEDULE
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<br />1/2" GYP, BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />>
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />w
<br />COLUMN SIZE AND BASE
<br />("
<br />1/2" FROM SLAB
<br />o
<br />Uj
<br />CONNECTION INFO,
<br />SLAB STEP & RECESS S.G.D. M
<br />01-01, J CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />� <
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />.
<br />° : INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />,` , 3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS
<br />_
<br />.°
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
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<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
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<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
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<br />INSULATION PER CHART
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<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
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<br />CONT. FOOTING STEEL
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<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=1'-0"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<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 2020
<br />Florida Building Code -
<br />Residential 7th 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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<br />JOB
<br />NO :
<br />23-06108
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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