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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 />e „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />.) (OR / GYP. TYPE @
<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 />IL
<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 />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />yz
<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 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 1U-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. LE. WB (MIN.) @GARAGE SIDE IF z
<br />APPLICABLE
<br />3/8 MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />" INSULATION PER CHART ON FLOOR PLAN
<br />@ 24O.C.)
<br />TRUSS 24" O.C. U.N.O.
<br />@
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />HURRICANE ANCHOR EACH
<br />ROOF FLASHING AND ROOF FLASHING �°
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />_
<br />N
<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 />TRUSS (SEE UPLIFT SCHED.) W/
<br />COMPONENTS ACCORDANCE
<br />(2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r
<br />r
<br />2"°x3/16" PLATE WASHER TYP.
<br />STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />ID B I
<br />CHAIRS (TYP.) WWF OR FIBERMESH "
<br />`' ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />211 x6W1.4xW1.4
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4
<br />°
<br />SHINGLE ROOF, SHINGLES TO
<br />a _
<br />24" O.C.)
<br />@ C') WWF OR FIBERMESH
<br />W
<br />ATTACHMENTS 2�
<br />MEN S WWF OR FIBERMESH
<br />CH
<br />BE IN ACCORDANCE w/ASTM
<br />D7158-CLASS G or H, or ASTM
<br />�I I=I I=I I=I m. D .' I I=I I=I I=I I� T
<br />—III—III—I i l l I I III —III —I I i—
<br />I 1=III-III-III=1_ o
<br />ELEV.4- 1/2" z
<br />°o
<br />3 1/2" MIN.
<br />—
<br />3 1/2" MIN.
<br />D3161-CLASS F, IN
<br />I I-III-III-1 11=1
<br />' I .I I=I III=I _ ' _ _ - -_ I
<br />A.F.F.
<br />2x4 CONT. U_
<br />b .
<br />- -
<br />C
<br />°
<br />b -
<br />12 ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />' I I II 1=III=1 I=1 I=1 1=III=1 �I I I-1 I �� I'
<br />I II I l l=1 11=1 I J—III I I I=1 I I III-1 I
<br />I I N
<br />_ , , — I=1 I —I II �31/2"(min.)- 4"
<br />_ d °
<br />i-".
<br />(TYP.) VARIES
<br />7TH EDITION
<br />-1
<br />-III -III -III �=I I -L=III= I I
<br />- I I 1
<br />-TI-III
<br />GARAGE DEPTH VARIES
<br />31/2"(min. - 4" III-�I - � � � �-
<br />31/2"(min.) _I1 I—ITI _�= ITICODE
<br />(2020)
<br />=i I
<br />8 18'r
<br />_
<br />_
<br />-`=1I�1�
<br />RESIDENTIAL
<br />=T
<br />ROOF SHEATHING SEE
<br />INSU ION LE SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />--II=�II�II�II�II�tTI�II-
<br />(2) #5 CONT. 4" 1' 4" 8"
<br />(2)#5CONT.
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG��
<br />GARAGE SLAB AT STEP rB
<br />U.N.C.ALMIN.TYPICAL
<br />TYPICAL BEARING WALL STEP SHEARWALL(�'C�
<br />U.N.O. MIN.
<br />BEARING WALL STEP
<br />@ rcC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />"= V_ �
<br />SHEAR WALL" SCALE: 3/4 -1 0 S3
<br />_ ,_ „
<br />SCALE: 3/4'-1 0 S3
<br />_
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />G
<br />GYP. TYPE @ GARAGE
<br />c �E°s�
<br />W/A HABITABLE ROOM
<br />12" N.O..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 />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. 2x STUDS @ 16" 0/C
<br />M�N��o s
<br />CEILING & 8" O.C. WALLS
<br />2x STUD
<br />,G°N�\N
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY/
<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@ APPLICATION
<br />1Y-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />PLAN
<br />v #5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />INTERVALS
<br />VALE N 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 0`1
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />"J"'
<br />CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<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 3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />BOLT "
<br />TYPE' S MORTAR
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />O.C. /EXPANSION
<br />2x P.T. PLATE O.C. W/ 7 EMBEDMENT N. S
<br />(MIN. SHEAR
<br />ARCHITECTURAL
<br />FINISH
<br />(6)1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<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 3500#, MIN. TENSION 2600# )
<br />SPACED EVENLY
<br />w/ (10) 10d NAILS -
<br />c� 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR a
<br />w
<br />^
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />END OF 2" x PLATE WWF OR FIBERMESH r E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP.
<br />ASSUMED FINISHED
<br />_.
<br />PER MFR INSTRUCTIONS
<br />o
<br />#3 OR #4 REINFORCING BAR �
<br />M ,
<br />�, D ' ' ' z
<br />GRADE
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a
<br />a °
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />z_
<br />oo
<br />FINISH GRADE
<br />Cl) P
<br />[GRADE 60 MIN. Fy= 60ksi] a
<br />25"MIN. LAP [30" MIN. LAP] a
<br />m _ o
<br />=_1T�=1—I 1�=1 I f I —I I ��ITI=I _
<br />I-1 D
<br />U.N.O.
<br />CELLS (SEE
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN
<br />_ _ _ o
<br />-I I- -
<br />I
<br />W
<br />I I —III= I I III III —I 11=I IT
<br />' I-, lTf I 1=1 • • III I 1=Tf=1 111;
<br />1x4
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOR CLARITY °°
<br />z
<br />_
<br />6 MIL VAPOR BARRIEIRI-I i I�I I o ° I I I I_ III=_ °°
<br />11-1T-III-.
<br />=I � I- r z
<br />I o I=IT�ir
<br />14
<br />#5 REINFORCING BAR R 1 7/8" Ct',,,I
<br />°
<br />I I
<br />T
<br />P.T. BASE NAILER
<br />-
<br />I_ jj_I I T
<br />�
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />31/4" BASEBOARD
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />�
<br />NOTE:
<br />*FOR BEARING WALL r
<br />-
<br />I I
<br />COMP. SOIL. (COMPACTED TO - I t' - -__
<br />36" MIN. LAP [36" MIN. LAP]
<br />-
<br />ON 3" CHAIRS
<br />g" 1 _4 g"
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />-
<br />95% MODIFIED PROCTOR ASTM ' �= I III- I I=�=1 I'
<br />T II I (,
<br />l0"P'
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />cn
<br />D1557) I ITri rI I I �,T-1
<br />4" V-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />CURB DUE o s o EouR
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE WWF
<br />W1.4XW1.4 WWF OR
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL w/ UPLIFT ("G�
<br />^FIBERMESH"
<br />DECO FINISH 4" BELOW GRADE to 6"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />1,
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />C14�i 1
<br />r I' 00
<br />° ` ° D I �11�
<br />Cl) �r =�=�=I I
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES 6 x 6 W1.4 x W1.4
<br />1 1/2" RECESS FOR
<br />till 11 - °
<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 />6MIL VAPOR ICI P I�=I = - z -
<br />min.) 4"
<br />TRUSS
<br />10d NAIL TO TRUSSAT
<br />'N
<br />M
<br />BARRIER 4 III-
<br />D • D • N
<br />C dOR
<br />' GRADE
<br />a
<br />24" O.C.O.0 MAX. CONNECTION INFO
<br />III-
<br />COMP. SOIL. °
<br />aO = _ _ _ _-_ _ - = - - -
<br />&LAYOUT DESIGN
<br />TO OF BEAM
<br />a
<br />-
<br />(COMPACTED TO 95% —I I =T=I I ( I=
<br />III I 1 f[==ITI=1 I TTl
<br />11 1—I 11-1 I I I I I —I '
<br />- - -- --_ =(1) #5 REBAR w/OPT.
<br />- _ -
<br />SEE ROOF PLAN
<br />^
<br />d
<br />c -_- T
<br />I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />_
<br />' 1=III=III III I I= I I=III= IFS EN ENCLOSURE
<br />_ r r r-
<br />—'
<br />(2) HTS20 FOR STRUCTURAL
<br />_-
<br />'E
<br />r T I I-T I , ; I I I I
<br />3" MIN. CLR.
<br />_
<br />I I_ I I III=III III-1 I �''
<br />I I- I I I i-� �
<br />BEAM SIZE &
<br />a _
<br />T T
<br />(2) #5 REBAR CONT.
<br />4 ��
<br />I'• CONNECTION INFO
<br />, I •�
<br />1-4 1 STORY
<br />( ) STD. 90 HOOK (SEE
<br />ON 3" CHAIRS TYP. V-8" 2 STORY
<br />4 ( ) DETAIL
<br />U.N.O. )
<br />MIN.
<br />I I
<br />a 2x4P,T. I
<br />a I 2x4 #2 SYP P.T. FRAMING w/
<br />III_
<br />•
<br />- - - --r
<br />E PLATE I
<br />ins MIN 7/16 O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />O.S.B. Z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4" = V-0" S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />�E"PE"�" w SCHEDULE
<br />I Q
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q >
<br />> J SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />� w COLUMN SIZE AND BASE
<br />o CONNECTION INFO.
<br />SLAB STEP &: RECESS S.G.D. rM
<br />0'-0" CD CONT. BEAD SEALANT
<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 />BLOCK WALL BEYOND
<br />Q
<br />° : " INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />d, d -3 1/2"
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13" E
<br />O.H.D. RECESS _E
<br />r 4 GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS z
<br />K14
<br />r
<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 />Cl)
<br />• f
<br />WI DRYWALL SCREWS 8"O.C.
<br />EMBEDMENT @ 12" O.C. @
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />Z SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD _
<br />MAT REINFORCING.
<br />••
<br />e'•• �•
<br />w
<br />CONT. FOOTING STEEL
<br />• •
<br />•°
<br />Ch
<br />�-
<br />'' '-r
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />MIN SHEAR 1 # MIN. CONT. BEAD SEALANT
<br />0
<br />SIZE VARIES PER PLAN
<br />Q w/ MIN. (2) #5 VERTICALS
<br />Cl)
<br />- _z
<br />GRADE
<br />-I I -I I -I =
<br />_I r I I I I I
<br />d -
<br />Q W
<br />'
<br />4" i co
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<br />li II I II I
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<br />; 4 I co
<br />F I II
<br />TENSION 120#) CONCRETE SLAB
<br />6 x 6 W1.4 x W1.4 \I
<br />FILLED SOLID (SEE PLAN FOR
<br />w SIZE AND REINFORCEMENT)
<br />W
<br />�
<br />•
<br />..... _
<br />=I I 'a •• = (I I=�
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<br />FOR REINF. INFO. MIN. CLEARANCE
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<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
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<br />1'-8" //2 ST RY
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<br />4 4'
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<br />TAPERED COLUMN FRAMING rCD12
<br />PATIO COLUMN FTG. DETAIL rN
<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"=V-0"
<br />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 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 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 />JOB
<br />NO:
<br />23-06137
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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