|
707
<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.
<br />aM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />EACH END (WHEN PARALLEL)
<br />GARAGE BLETYPROOM
<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" O.G. 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 />�� 10'-0" (R302.11)
<br />@16 O.C. W/ (2)
<br />16d TOENAILS T & B
<br />- - --- -- --_ __-- - - ---
<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 />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />z
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />___-
<br />==_-_- --- - ------ -- - - - - --
<br />3/8 MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. °�
<br />EDGES, AND @ 12" O.C. @FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />_
<br />c
<br />SLAB � BLOCK
<br />SIMILAR AT FOUNDATION ONLY „
<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />-
<br />`=
<br />�
<br />----" -- -
<br />=
<br />.-
<br />„„ „ IMPSON SP1 w/ (10) 10d NAILS
<br />5/8 x 10 J BOLT @ 24 O.C. W/
<br />�
<br />2 x3/16 PLATE WASHER (TYP.)
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />�
<br />__ _
<br />ELEV. 0'-0.1
<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 BARRIERO.C.0
<br />A.F.F.
<br />0 5!8"x 10 WEDGE ANCHOR 2�� x6W1.4xW1.4
<br />INCLUDE THE WALL
<br />2� 6x6W1.4xW1.4
<br />' ° e
<br />SHINGLE ROOF, SHINGLES TO
<br />e
<br />@24"0 C') WWF OR FIBERMESH
<br />ATTACHMENTS
<br />CHMEN S WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />-� -� I I p .° �, I I I � 1 c
<br />I -
<br />I=� I —� ° —) I I
<br />ELEV. 4-3 1/2 ?
<br />p
<br />31/2" MIN.
<br />31/2" MIN.
<br />12
<br />D3161-CLASS F, IN
<br />e
<br />I _ - -
<br />2x4 CONT.
<br />A.F.F.
<br />`L
<br />e
<br />r -� 1/2"(min.)-4"
<br />e.
<br />1/2"(min.)-4"
<br />:(T:yP•) VARIES
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />*T II
<br />r— - I
<br />I I
<br />o
<br />N
<br />- ° 1T
<br />P • — r
<br />00 ,. —lt
<br />31/2"(min. - 4"
<br />: v e
<br />o0 .*= rr.
<br />31/2"(min.) - 4" -z
<br />CODE 7TH EDITION (2020)
<br />GARAGE DEPTH VARIES
<br />- - I
<br />RESIDENTIAL
<br />8„
<br />-
<br />INSULATION LE
<br />ROOF SHEATHING -SEE
<br />_ N
<br />TYPICAL INTERIOR BEARING4
<br />(2) #5 CONT. „ '� ' , ' ;,'-
<br />1-4 8
<br />(2) #5 CONT. m� _q 811
<br />`
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB"`*�
<br />N.
<br />TYPICAL BEARING WALL STEP MI SHEARWALL C
<br />U.N.O. I
<br />TYPICAL BEARING WALL @ STEPrcC
<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 />STRENGTH CEILING
<br />EDGE
<br />c°N c�N�°�5
<br />BOARD PER CODE (OR 5/8"
<br />"X"
<br />ALUMINUM FASCIA
<br />ase c��`���
<br />GYP, TYPE @ GARAGE
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs.��E
<br />ABOVE W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />EE STRUCTURAL
<br />��
<br />2x S.P.F. STUDS @ 16 O.C.
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />�� ��
<br />BOUNDARIES, 6 O/C EDGES, AND 12 O/C FIELD.
<br />�
<br />CEILING & 8" O.C. WALLS
<br />SOFFIT SHEET SS
<br />LOAD BEARING OR
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />M\ N, o s
<br />G°N�\N
<br />2x BLOCKING HORIZONTALLY@
<br />KNOCK-OUT
<br />N
<br />8"x8"X16" KNOCK -OUT
<br />`
<br />INSULATION PER
<br />BLOCK W/ 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 />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR c.,
<br />G/S3 FOR ANCHOR
<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 />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 />ADDITIONAL INFORMATION
<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" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />518"DIA. EXPANSION BOLT @24 "
<br />TYPES 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 wl (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W! 7" EMBEDMENT (MIN. SHEAR
<br />ARCHITECTURAL
<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 #, I
<br />FINISH
<br />w/ (10)10d NAILS T
<br />SPACED EVENLY
<br />2x P.T, PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />J
<br />BAR ¢
<br />o
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _
<br />END OF 2" x PLATE WWF OR FIBERMESH �, E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />ci
<br />- ° °
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE
<br />v
<br />40 MIN. Fy= 40ksi o
<br />° - e p. .
<br />e
<br />°'
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL
<br />z
<br />° °
<br />FINISH GRADE 00
<br />I P [GRADE
<br />25"MIN. LAP [30 MIN. LA)
<br />60 MIN. Fy= 60ksi] a
<br />=T m D —� �T o
<br />—
<br />CELLS (SEE
<br />FOOTING MONO SHOWN
<br />- - p
<br />w
<br />-
<br />_ ° . e IlI,��
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOR CLARITY
<br />z
<br />° e
<br />6 MIL VAPOR BARRIER „-f-� I e
<br />°
<br />= T
<br />- -
<br />5 REINFORCING BAR
<br />R 1 718"
<br />-
<br />1x4 P.T. BASE NAILER
<br />4 x4 INSPECTION
<br />2
<br />•
<br />=1 I I -I
<br />#5 LAP SPLICE
<br />(2) #5 CONT.,�,II
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />N
<br />.-
<br />° e .
<br />COMP. SOIL. (COMPACTED TO -
<br />- - F
<br />-
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS „
<br />(TYP.) g 1141, g
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />o PROCTOR ASTM _
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />N AT GARAGE CONTRACTOR
<br />D155MODIFIED
<br />rr�
<br />) q„ 1, q„
<br />rsr
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />cuRB�uE�os OR POUR
<br />#6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />a NOTE:EXTEND
<br />�
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT G
<br />W1.4XW1.4 WWF OR
<br />FIBERMESH
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-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"=1'-0" S3
<br />6
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />ep
<br />y
<br />K,v
<br />e ZRIES
<br />I g
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4
<br />-°
<br />°
<br />;0
<br />31/2" 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 />= z -
<br />min.) 4"
<br />x
<br />10d NAILS TO TRUSSAT
<br />FOR TRUSS
<br />a •
<br />BARRIER I N
<br />p p
<br />a 'v GRADE
<br />24" O.C.MAX.
<br />%
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />• •
<br />COMP. SOIL.
<br />r-
<br />°
<br />a0
<br />I;
<br />TOP OF BEAM4
<br />& LAYOUT DESIGN
<br />a -
<br />COMPACTED TO 95%
<br />( I-
<br />PROCTOR -
<br />-
<br />°
<br />- - _
<br />�
<br />OPT.
<br />"!1#5��REE�B�A��TRT/
<br />NNCLOSURE
<br />SEE ROOF PLAN
<br />C — — —
<br />° eeMODIFIED
<br />=
<br />D1557)
<br />-
<br />-I I�
<br />O�S�FRE
<br />''
<br />2 HTS20
<br />()ASTM
<br />•- � r,-r rrr m
<br />�3"
<br />MIN. CLR.
<br />-
<br />BOEAM SIZEC&URAL
<br />CONNECTION INFO
<br />r, - ' d+
<br />(2) #5 REBAR CONT. 1'4' (1 STORY)
<br />ON 3" CHAIRS TYP. „ 1'-$" 2 STORY)MIN.
<br />U.N.O. 4 (
<br />STD. 90 HOOK (SEE
<br />DETAIL)
<br />4
<br />2x4 P.T. I
<br />I I
<br />- PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />.
<br />— —_—_— —
<br />-
<br />SEE A/S3/J/S6 g„
<br />rL
<br />MIN 7/16" O.S.B. SHEATHING
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />°.3.B.
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />oz
<br />OPTION #1
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0.1 S3
<br />F ¢
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION j J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD GYP. BD.
<br />W
<br />COLUMN SIZE AND BASE
<br />2 1/2" FROM SLAB
<br />o
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />0'-01, CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />__•_J
<br />• . '
<br />` . • : ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />-'
<br />4. ' 4' 31/2"
<br />.... .
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4'x3 TAPCONS AT 8"
<br />"
<br />O.C.
<br />q MASONRY WALL AND
<br />PAD FOOTING
<br />CONCRETE SLAB 14'
<br />O.H.D.
<br />RECESS
<br />13"
<br />O.H.D. RECESS
<br />E �.
<br />� �•
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAVERS
<br />� z
<br />M
<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 />EXTEND FILL CELLS c
<br />M
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />E
<br />TO FOUNDATION PAD r
<br />' "
<br />'' • ' " "
<br />• '� °'
<br />STAGGERED, FROM BOTTOM
<br />INSULATION PER CHART
<br />z0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. '
<br />•
<br />M ''
<br />PLATE TO CONCRETE
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />_
<br />I !� '.
<br />(MIN. SHEAR 180#MIN.
<br />CONT. BEAD SEALANT
<br />¢
<br />¢ >
<br />>
<br />wl MIN. (2) #5 VERTICALS
<br />O0 ?
<br />GRADE
<br />- - +:'•� 4"
<br />°P
<br />- ° •.• : I
<br />oo
<br />TENSION 120#) CONCRETE SLAB
<br />E
<br />FILLED SOLID (SEE PLAN FOR
<br />;::
<br />- r
<br />;.
<br />7 .q r-
<br />6 x 6 W1.4 x W1.4 N
<br />W
<br />SIZE AND REINFORCEMENT)
<br />UJI
<br />0
<br />•
<br />+.:• .. ,'
<br />+... •.
<br />c m
<br />r - -
<br />'' WWF OR FIBERMESH M
<br />N
<br />BRICK PAVERS or SLAB PER
<br />p
<br />a w LEI
<br />p p `n =
<br />U
<br />• • • • Z
<br />I r
<br />N 1= -'
<br />- °'
<br />L`
<br />=
<br />SEE AIS3 OR JlS6 -
<br />_ • '
<br />SEE A/S3 OR J/S6 -I� Trr� . ._
<br />° > 6 MIL VAPOR -
<br />BARRIER
<br />_ l _� - -
<br />T
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />FOOTING v
<br />BEYOND
<br />FOR REINF. INFO. 3" MIN.
<br />CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />-� �'! -� _
<br />• ••,,
<br />PAD REINFORCEMENT
<br />.
<br />1 (1 STOR ) / 1-8
<br />(1 STORY w/ DEPRESSED SLAB OPT.)
<br />„
<br />1-4 (1 ST RY)
<br />�� �III� �
<br />_,..•. ••.,• .
<br />" .:.
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" (2 STOR)
<br />V-8" (2 ST RY)
<br />4" 4"
<br />• ~
<br />SEE
<br />CONC. PAD NFION
<br />FOOTING WIDTH
<br />• �,
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
<br />J•1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED COLUMN FRAMINGKCD12
<br />PATIO COLUMN FTG. DETAILrN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE:3/4"m
<br />r-o°
<br />SCALE: N.T.S. S"3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />N
<br />N
<br />�
<br />a �
<br />o w
<br />�
<br />o. � cmu n� c
<br />�,9
<br />-M G7 K
<br />in C�4
<br />+v CL
<br />cr u � •a
<br />'3
<br />3 ro
<br />y O. 17
<br />a`, u
<br />C
<br />,
<br />- jo,
<br />^gyp•"••,.....••'' o
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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 Florida Building Code -
<br />Residential
<br />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: 23-06141
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />ter.
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