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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 „ X„ @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<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"xl6" 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/
<br />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
<br />U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 10'-0" (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°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB @ GARAGE SIDE IF MIN.)
<br />(
<br />z
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />(ALT: 1/2"x12" TITEN
<br />O.C. OR 5/8"x10' WEDGE
<br />HD @ 24"
<br />ANCHOR
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />@ 24" O.C.)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />"SIMILAR AT FOUNDATION
<br />ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />-
<br />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 />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />N
<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.)A WWF OR FIBERMESH
<br />`o
<br />ELEV. 0'-0"
<br />OIL
<br />(ALT: 1/2"x12" 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 />MOISTURE BARRIER
<br />A.F.F.O.C.
<br />5/ 'x
<br />0 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4
<br />INCLUDE THEW AL
<br />6 x 6 W1.4 x W1.4
<br />o °
<br />°
<br />_ _ .' a _ _
<br />SHINGLE ROOF, SHINGLES TO
<br />�
<br />@ 24" 0 C ) WWF OR FIBERMESH
<br />ATTACHMENTS
<br />2"
<br />WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />_ p — — —
<br />=III=III=III=I m ° I i=I I=III=III= o
<br />'-III-III=III I I I III=III=1I1='
<br />I I.• •
<br />Z
<br />ELEV.-0-31/2 -
<br />31/2" MIN.
<br />. 3 1/2" MIN.
<br />,
<br />D3161-CLASS F, IN
<br />� I 1=I I=III=� u ° I=III=I I=I I=1
<br />I -I I =I I III=I — — 1
<br />-
<br />-
<br />2x4 CONT.
<br />A.F.F. p
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<br />t>
<br />a
<br />b
<br />12
<br />ACCORDANCE w/ TABLE
<br />I' I I I I I=III=I I=I I=I 1=III=I I=III=I 1=� I "
<br />o
<br />I } „
<br />° .. ° 11T T(jr 131 1/2"(min. - 4
<br />I� TIr
<br />I
<br />° . - I I=III=III= 31 /2"(min.)- 4'
<br />-IT_I
<br />(TYP.)
<br />1 VARIES
<br />R905.2.6.1, FLORIDA BUILDING=I
<br />CODE 7TH EDITION (2020)
<br />I III i "III
<br />-1 I I I11Ii I ([[ i lI I II I I I II 111 i II I I—
<br />;
<br />I I
<br />GARAGE DEPTH VARIES
<br />- -
<br />— — — a • -I I
<br />31 /2 (min. - 4" 1� I =I 1 I I
<br />III II I.7
<br />- _
<br />31/2 (min.) - 4"
<br />-=rumv
<br />_ _ _ il_TI-
<br />-_
<br />1Tf I I-
<br />RESIDENTIAL
<br />8
<br />I I=I I ITI=�-III=III ITj III �'
<br />�—
<br />-I I=III I III=III-J I1=I I I III=III I'
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />=z I rir�rrlill�Il��)I „I�I=1'
<br />(2) #5 CONT.
<br />4 I ITIi �hI�II IRT-'
<br />(2) #5 CONT.
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />4" 1'4' 8"
<br />FRAMING SHEET FOR
<br />MIN.SHEARWALL
<br />U.N.O.
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP C
<br />TYPICAL BEARING WALL @STEP CC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=V-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 />PS
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />coN��N�U����
<br />GYP. TYPE @ GARAGE
<br />t �Eas�c
<br />W/A HABITABLE ROOM
<br />12" N.O.
<br />2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qc5
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />Zx S.P.F. STUDS @ 16"
<br />O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" O/C
<br />�N�M��s
<br />o
<br />CEILING & 8' O.C. WALLS
<br />2x STUD
<br />1o'M �N,
<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
<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 />#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 />P.T, HORIZONTAL
<br />1x2NAILER
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR c�
<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 />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.
<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 />@
<br />TYPE 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 W1.4 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 2600# ) -.
<br />w/ (10) 10d NAILS N
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR w
<br />o
<br />rr T E
<br />END OF 2 MAXBOLTS 6" PLATEWWFWWF OR FIBERMESH
<br />1x2 PT WD FURRING @ 24 O.C.
<br />TYP.
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />w
<br />o ° D
<br />_
<br />GRADE
<br />_ p .
<br />,
<br />z
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />40 MIN. Fy= 40ksi �
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />Z
<br />,— °
<br />"'
<br />.p
<br />o FINISH GRADE
<br />[GRADE
<br />25" MIN. LAP [30" MIN. LAP]
<br />60 MIN. Fy= 60ksi]
<br />m
<br />U.N.O.
<br />MONO OR STEMWALL
<br />— — — :�
<br />CELLS SEE
<br />(
<br />FOOTING MONO SHOWN-1
<br />CO
<br />I=I I I
<br />—
<br />O°
<br />w
<br />w
<br />�_ — ' • • r
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOR CLARITY
<br />z
<br />6 MIL VAPOR BARRIER i I I 1 e.
<br />I. I I I I
<br />I
<br />I I=I 1 I=I 1 I=I i I=_
<br />I I 'III 'T—III— N z T
<br />o I-T=T=11I=
<br />#5 REINFORCING BAR
<br />R 1 7/8" `�
<br />—TI—
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />_ -
<br />2
<br />-I
<br />I 11 •
<br />r
<br />— - 2
<br />1 I I=L I I I=I I I —I
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />�
<br />I I
<br />COMP. SOIL. (COMPACTED TO -I °
<br />I -III T=III=III
<br />—
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />g" 1' 4" g"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />_
<br />95% MODIFIED PROCTOR ASTM �_ �I 1 T�=I I �I T T
<br />III T—III T T=-1
<br />10"
<br />(�P')
<br />MIN PSI MAY VARY PER
<br />Cl)
<br />AT GARAGE CONTRACTOR
<br />D1557)—T�—T>�—
<br />4" V-4"
<br />I —I I
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HCJOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE#6
<br />LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6
<br />W1.4XW1.4 WWF OR
<br />LU
<br />NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD"�
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rEN�
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT ("G�
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />rr_ r rr
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =1-0 S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />_ r rr
<br />SCALE: 3/4 -1-0 S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />Cl)00
<br />_ =I 1—I I r° ° D I
<br />III°
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 112" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />I I 11=1 I=
<br />-
<br />3 1/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.0.) WWF OR FIBERMESH
<br />6 MIL VAPOR ° -
<br />?
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />�
<br />BARRIER II ( �� D 4 I I
<br />° •
<br />`�
<br />a. °
<br />- a GRADE
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />IN
<br />C8
<br />=I I I =
<br />COMP. SOIL. °
<br />I I II
<br />T
<br />c — — — — — — —
<br />— = I= I I
<br />— — — — —
<br />—Ti—ITI—ITI—Iil f II I'I
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a —
<br />°
<br />(COMPACTED TO 95% I I I =1 I 1-1 I I I—
<br />_ — —_ a
<br />_ -(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />a ° T
<br />MODIFIED PROCTOR
<br />ASTM D1557
<br />_ _ _ — S E N ENCLOSURE
<br />_III=1 I I I I —
<br />--,-.. , � I I= I I=I I I I I- �� I I-
<br />-I I_ III I I F=! I I I=1 I I-
<br />' '
<br />(2) HTs2o
<br />FOR STRUCTURALI,=TI
<br />BEAM SIZE &
<br />TI�I-1T_I�II I I III .
<br />r T I a
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 1 -4 (1 STORY) STD.
<br />90 Fi00K (SEE
<br />I I— I I-
<br />4"' I III IP
<br />MIN.
<br />CONNECTION INFO
<br />a
<br />- I 117
<br />M 7 •. a •` I I]
<br />III
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />°
<br />w 2x4 P.T.
<br />6 PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />III=I I
<br />ins
<br />MIN 7/16" O.S.B. SHEATHING
<br />,T-rT(-(
<br />SEE A/S3/J/S6 —' �'41i—"'— "- 8
<br />TYPICAL WALL SECTION
<br />q
<br />TYPICAL THICKENED SLAB EDGE
<br />L
<br />°.s.e
<br />zz
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />"= ' "
<br />SCALE: 3/4 -1-0 S3
<br />°qE pE"p� w_
<br />~
<br />Q
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />COLUMN LOCATION Q
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP.
<br />IJJ
<br />COLUMN SIZE AND BASE
<br />rM
<br />1/2" FROM SLAB
<br />LA
<br />o
<br />LL'
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D.
<br />01 1_ 1, J CONT. BEAD SEALANT
<br />in
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6"BEYOND
<br />—�
<br />• Q
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />� �+ e ,e 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 />_
<br />° P •
<br />° 31/2"
<br />COLUMN TO PORCH SILL
<br />O C /4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />d
<br />13'
<br />O.H.D. RECESS
<br />_
<br />v° ^`
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />=rN�
<br />`o
<br />`C'
<br />T
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
<br />EXTEND FILL CELLS =
<br />}I
<br />•
<br />~-1,
<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 />a.'
<br />CONT. FOOTING STEEL
<br />I—„—�—� ` :• : T-�_
<br />•a
<br />_• --- -
<br />, "' ` ' --- _ I I
<br />I I -I I (7•��TI y _ I I=� I
<br />•.. •.�
<br />—
<br />PLATE TO CONCRETE
<br />MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />w_
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />co
<br />= Z
<br />GRADE
<br />.T—III— I � '. � u
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<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"=V-0"
<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
<br />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
<br />engineering portions of the drawing pages bearing
<br />Engineer's
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<br />NO : 23-06119
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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