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<br />U 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS _\ 2� / INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />,
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 114" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
<br />ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D a
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM I p
<br />r 1-1=L� I
<br />D7158-CLASS G or H, or ASTM -�-J—III I
<br />-1 I I —III —III —I D • I I— I —J Ili
<br />'I -CLASS F, IN D3161 I
<br />12
<br />I
<br />— — r
<br />ACCORDANCE w/ TABLE — —
<br />—
<br />I � I —I I —I I I III —I I =1 � I —III I
<br />TYP. R905.2.6.1, FLORIDA BUILDING 1 =1II III=III=III-111W
<br />ICI I'
<br />( ) VARIES -1 I I,� I I I II_I Il llII'"
<br />CODE 7TH EDITION (2020) 8„ �[
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />5/8" OR 1/2" HIGH��
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />N.O. 2x SUB FASCIA
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT,
<br />FILLED SOLID W/GROUT
<br />�8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 P51 CONC. SLAB
<br />co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/6X6
<br />0- NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />^FIBERMESH"
<br />BELOW GRADE
<br />E
<br />L
<br />r00
<br />_ D
<br />6 MIL VAPOR
<br />BARRIER a
<br />p
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<br />— 1 t>+ •
<br />11 T
<br />COMP. SOIL.
<br />11 1 1I
<br />°
<br />(COMPACTED TO 95%
<br />I I
<br />1-1
<br />_
<br />MODIFIED PROCTOR
<br />III
<br />ASTM D1557)
<br />3"
<br />MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />1-4' (1 STORY)
<br />STD, 90 HOOK SEE
<br />4„
<br />V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS--x
<br />BLOCK WALL BEYOND
<br />14 O.H.D. RECESS It
<br />z_
<br />M �
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<br />.6 4 � oo
<br />T�1
<br />SEE A/S3 OR J/S6 �I I I I
<br />t— I ill'
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1" 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OREXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS —\
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />2x S.P.F. STUDS @ 16" O.C.
<br />-Vr
<br />5/8"OR 1/2" HIGH STRENGTH —�
<br />(U.N.O.) (OR V GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D, FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />r 2"°x3116" PLATE WASHER (TYP.)
<br />co I[- ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24"
<br />11111-1
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />a @ 24" O.C.) 2„
<br />° ELEV. 4-3 1/2" 0 �31/2" MIN.
<br />a ° ° 4 0 �
<br />v 2x4 CONT. A.F.F. 0
<br />ILL
<br />° C
<br />a
<br />a N
<br />I' °O r .. rl�l p •
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" )— — III I I —I I I —
<br />a 7i,Ill �. � �I TTF
<br />H
<br />��
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF5/8"OR
<br />1I2"HIGH STRENGTHBLOCKING
<br />@ 12" O,C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />EACH END (WHEN PARALLEL)GARAGE
<br />W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFTABOVE)
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O,C. w/
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2"°x3/16" PLATE WASHER (TYP.)(ALT:
<br />1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />,THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T, BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESHATTACHMENTS
<br />31/2" MIN.
<br />1/2"(min.)- 4"
<br />(2) #5 CONT. 'n 1 m111r
<br />4" 1'-4" 8"
<br />GARAGE SLAB AT STEP B U.N.O. MIN.
<br />TYPICAL BEARING WALL n STEP" SHEARWALL
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />`" 2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5VERT. IN FILLED CELL
<br />N
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT, OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6)1/4"x31/4" TAPCONS
<br />SPACED EVENLY
<br />04
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />11
<br />00
<br />I
<br />I I III I I' �-
<br />�
<br />CV
<br />—III III— III —III III_— r
<br />I Il) ;;illlll I�II III �i�=IIIIIII III �I�II IIII ll -:ICI III ��ii-=1
<br />i III =111 ,III,n � ..I I�-II,I I,I �111,—III _ii
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />C ° °
<br />oo 4
<br />SCALE: 3/4"=V-0"
<br />'v GRADE
<br />1-1 , t
<br />MM-71(l) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />EXPANSION JOINT
<br />13
<br />M e.
<br />d
<br />�'T
<br />=III � 11 .�'•' I
<br />I a' d A .. 1-
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />—i
<br />i ram'—
<br />T
<br />SEE A/S3 OR J/S6--"' -I I I I Ill r,.U[,„ 1 I i r
<br />FOR REINF. INFO.L 3" MIN. CLEARANCE
<br />1"4" (1 STORY)
<br />1 "-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />M
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />rVC
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />--2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />--2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />0o31/2"(min. - 4T—� _L(2) #5 CONT. 4"U.N.O. MI .
<br />TYPICAL BEARING WALL @ STEP
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/CINSULATION
<br />PER FBC AND ENERGYFORM
<br />SUBMITTED WITH PERMIT2x
<br />BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />INTERVALS NOT EXCEEDING
<br />7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3
<br />10'-0" (R302.11)LAYERS
<br />WI TOTAL THICKNESS 7/8" OVER
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />MIN. 2500 PSl CONCRETE SLAB W/IIIIIIIIIIIIIIIIIINA
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]2X
<br />#5 REINFORCING
<br />FIBERMESHWEEP
<br />SCREED INSTALLED
<br />BARPER
<br />MFR INSTRUCTIONS
<br />OR #4 REINFORCING BAR
<br />z
<br />#3 & #4 LAP SPLICEGRADE40
<br />MIN. Fy=40ksi
<br />M _ _ _ .D . D
<br />FINISH GRADE O°
<br />25"MIN. LAP [30"MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />I
<br />:
<br />6 M]L VAPOR BARRIER —T
<br />I I
<br />°
<br />—I 1=_O°R
<br />�=1II—IIIT#5
<br />17/8"
<br />REINFORCING BARi��ITIT
<br />#S I APRPI IrF
<br />COMP. SOIL. (COMPACTED TO95% MODIFIED PROCTOR ASTM �_ T�i-�I J—TI7 —�I—�D1557) 1� , 1�I,���_4" 1'4'
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE. 3/4 -1 -0SLAB INFORMATION.
<br />P.T. 2x1/2" GYP. BD.
<br />2„HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'" JCONT. BEAD SEALA�
<br />e¢ INTERIOR
<br />°a -31CONCRETE NAILS W 11/2"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAoo
<br />E-6 MILVAPOR r�BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />SCALE: 3/4"=V-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ {10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W D
<br />• • . . . a
<br />�� 1= ''
<br />D
<br />cn ���I I I I I (- I -- D• a
<br />10"#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F
<br />SCALE: N.T.S,FRAME-DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORDSEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURALBEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />wF-SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />w
<br />COLUMN SIZE AND BASE
<br />w
<br />CONNECTION INFO.
<br />—2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />y1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAMTRIM
<br />PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.ATTACHMENTS
<br />—INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />wSIZE
<br />VARIES PER PLAN
<br />CONT. BEAD SEALANTw/
<br />MIN. (2)#5VERTICALS
<br />;�FILLED
<br />SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 T
<br />o
<br />w
<br />SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH ,
<br />LUBRICK
<br />PAVERS or SLAB PER
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />— —
<br />11T[=
<br />(2) #5 CON11
<br />T. I I �I
<br />ON 3" CHAIRS
<br />(TYP.)8„1,�„
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1.4 N �WWF OR FIBERMESH�.t,o
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4 -1-0 VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.)WWF OR FIBERMESH
<br />SEE A/S3/J/S6 —i „ ? �Tr= 8„
<br />FOR REINF. INFO.OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.,�SLAB STEP & RECESS a0 S.G.D. r M
<br />SCALE:3/4"=V-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALLEXTEND FILL CELLS
<br />TO FOUNDATION PADCONT. FOOTING STEEL MAT REINFORCING.GRADELU
<br />1%
<br />F W Q 0
<br />owcwi�W iI ,l I S - • �- • •�LlU c)
<br />FOOTINGlBEYOND
<br />PAD REINFORCEMEN3"MIN. CLEARANCE
<br />(SEE SCHEDULE)FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL NSCALE: N.T.S.S3
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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 />22-06454
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|