|
2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@11 O.C. W/ (2)
<br />1Y-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />,
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA, X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE -
<br />COMPONENTS TO BE ►N ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED,) W/
<br />TMETAL
<br />(2) #5 CONT, ON 3"
<br />6 x 6 W1.4 x W1.4 C"!
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH Cl)
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />A
<br />v
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM'-
<br />a p
<br />-
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />I 11=T1I-III I
<br />hI I-1T�I I P •
<br />�9
<br />I=1 I I=1 I=1 1=1
<br />12
<br />(TYP.)
<br />ACCORDANCE w/ TABLEI_(_-I
<br />R905.2.6.1 FLORIDA BUILDING
<br />I'
<br />1=1'rVARIES
<br />I iI I
<br />�-�-=2=5
<br />IW. I'
<br />CODE 7TH EDITION (2020)-)
<br />8
<br />'
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSU ION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT
<br />rG G
<br />\w �'
<br />F1-FV- VARIFS4k
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=V-0"
<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 />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1x4 P.T. BASE NAILER
<br />31/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />c
<br />C14
<br />M
<br />6 MIL VAPOR/o
<br />BARRIER - I �r 4
<br />COMP. SOIL. T
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR,
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />U.N.O.
<br />ON CHAIRS TYP. 4„ V-8" (2 STORY)
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = 1'-0"
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />\12'N.O. 2x SUB FASCIA
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"&'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 />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />_°- NOTE:EXTEND
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />Z
<br />I 002
<br />�= CV
<br />I�I r
<br />I I
<br />STD. 90 HOOK (SEE
<br />DETAIL)
<br />A
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS
<br />O.H.D. RECESS � z
<br />M
<br />r
<br />�
<br />��
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />(1 STOR
<br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />-71- �►�/
<br />I I I I I I I I
<br />I I I I I I 1 1
<br />I I I I I I I I
<br />I I I I I I I I
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8
<br />is "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />a „ „
<br />(U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12„ O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2It S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />„" ,,,, „ @ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10)10d NAILS
<br />5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE
<br />T 2"°x3/16" PLATE WASHER (TYP,) STEP, SIZE OF FOUNDATION AND
<br />`o ELEV. (I (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />! v A.F.F. @ 24" O.C.) 2" x 6 W1 A x W1.4 ATTACHMENTS i2" 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH / WWF OR FIBERMESH
<br />4 G G , ELEV.-0'-31/2„ ? 31/2"MIN. 3 1/2" MIN. '' 1
<br />o -
<br />A.F,F. p �
<br />2x4 CONT, a L� Mill III III
<br />1 ° ° G y N - - p b ° . ° - -fir 4" o II 1==II �' (I ( )- _ p b p �9� - 1/2"(min.)- 4„
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" I I- p • Tom- r 31/2"(min.)
<br />I — — T= _-- —If=
<br />-1 ITI�I I-iT 1 i 1=1 I f TI_IT f I _I I 11- I I -I I (-� III -I
<br />G c
<br />2 #5 CONT. T I "'�"' I"' "' I I 2 #5 CONT. I -I ImIII
<br />() 4„ 1,�„ 8„ () 4„ t 1-44 rr-11,
<br />MIN
<br />GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL " STEP
<br />SCALE:3/4"=1'-0" TYPICAL BEARING WALL STEP SHEARWALLrc,_�CK'CC
<br />53 SHEAR WALL" SCALE. 3/4 1 0 S3 SCALE: 3/4"=V-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD,
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C 1a �wMs
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY \� co ov 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />1"x P.T, STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />I I SEE SECTION C/S3 FOR
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />�. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR c., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. � I 5/8"x6" "J" BOLTS BOLT 5/8„o x 10" „ J„ BOLT @ 24 0/C W/ 2„o X 3/16
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. I K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />I 3500# MIN. TENSION 2600#
<br />(6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP
<br />*SIMPSON SP1 I I 2X PT PLATE ] #5 REINFORCING � SPACE ANCHOR ^
<br />SPACED EVENLY FIBERMESH ¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N _ _
<br />w/ (10) 11 NAILS 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r,
<br />TYP. I PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR
<br />= N p c GRADE 40 MIN. Fy= 40ksi = -
<br />GRADE D z #3 & #4 LAP SPLICE
<br />-�- e C FINISH GRADE w [GRADE 60 MIN. Fy= 60ksi] d�=i 11 I t° p P (_TI f� o
<br />MONO OR STEMWALL z co — — ;p \ 25" MIN. LAP [30" MIN. LAP] g III— I I I D I�I III'—r -
<br />FOOTING MONO SHOWN � I - D P .� ° _ _ _ - �' ;,� I I = ° p
<br />FOR CLARITY _ 6 MIL VAPOR BARRIER I I I I ° I I I I -I I I III- r --
<br />r1 { II I I=�I=_�� #5 REINFORCING BAR R 1 7/8
<br />I III ;ill I I I I I I-i l�l I f-I I I -I I C",
<br />Z
<br />#5 LAP SPLICE 1-
<br />- I I-I11T=fI I TI ri (2) #5 CONT.
<br />NOTE: l l I l N I I , ' . — I III-1 I 1=l I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />-I COMP. SOIL. (COMPACTED TO _ _ _ _
<br />!-
<br />*FOR BEARING WALL - ( 8" 1'-4" 8"
<br />_ 101, TYP.)
<br />W/ UPLIFT ONLY - - 9510 MODIFIED PROCTOR ASTM
<br />III ,III II -';I lii ;i II;:-jl, Iji = 11 D1557) I�I
<br />I III -1 III�1 I 1-' I' ill-) l l l L=! 1= 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HI #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />WALL T C.M. ALL CONNECTION R AR DETAIL F
<br />FRAME 0 U W D TYPICAL EXTERIOR FRAME WALL FOOTING("E�REBAR S WALL w/UPLIFT rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00FEI — _ _ — — C•
<br />tTi- tit —I' ' 'Ti�1
<br />#5 REBAR w/ OPT,
<br />-SQBR ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV '
<br />co
<br />rA ' • " i —
<br />"' •—III _,I � -�_�— .; '�� ` . 111=-11 �' t
<br />6. OO
<br />'T-III �•a' �! '.• '
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />V-4" (1 ST RY)
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" 0 CONT. BEAD SEALAI
<br />— Q INTERIOR
<br />• a
<br />P . a.. -3 1/2"
<br />a f
<br />6�
<br />a,
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN, SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />� e
<br />00
<br />Cl) 6 MIL VAPOR
<br />BARRIER''
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/
<br />(3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O,) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />N ° .
<br />AT 24" O.C. MAX.CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />a -�
<br />TOP OF BEAM
<br />° a II �'; i T
<br />'
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />° ; r�'
<br />-_ - '. • a
<br />`Y' E
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />N a '
<br />a
<br />M
<br />W
<br />I I .
<br />>L4_P T
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />MIN 7/16 O.S.B. SHEATHING
<br />os.e.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. IN.
<br />OPTION #1
<br />_
<br />w
<br />>
<br />SCHEDULE
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />COLUMNS LOCATION
<br />Q
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />U)
<br />SCALE:3/4"=V-0" 53
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />I I
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL I I I ,-
<br />W/ DRYWALL SCREWS @ 8"O.C,
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />-
<br />TO FOUNDATION PAD =
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL j j MAT REINFORCING. `�" '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />Q
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />? GRADE 00
<br />d
<br />>
<br />_j
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />w
<br />SIZE AND REINFORCEMENT)
<br />C7 �! I ! , i I-!_
<br />� • = "I =!'
<br />r WWF OR FIBERMESH �,
<br />w
<br />�
<br />BRICK PAVERS or SLAB PER
<br />z Iz w �I_'
<br />I w LOU I-
<br />0 o LU U)= ! -!
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<br />_I, =1 =1 = v
<br />• •� • �• -_ _ z
<br />a
<br />_
<br />0'-0"FIN. FLR.
<br />COMMUNITY SPECS
<br />¢I.I.
<br />FOOTING
<br />v
<br />BEYOND
<br />ICI IIT�
<br />a
<br />PAD REINFORCEMENT—/3"
<br />MIN. CLEARANCE
<br />_..•
<br />'' " " ' `
<br />SEE SCHEDULE
<br />CONC. PAD INFO.
<br />---' ..
<br />ii O �i ii r i i rSCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FR PATIO COLUMN FTG. DETAIL �N
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the st vdural
<br />plans and spegficat ons 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 engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />Q
<br />r a-
<br />r
<br />O
<br />z
<br />C
<br />E
<br />ca
<br />a
<br />0 1 Q o
<br />j
<br />JOB
<br />NO: 22-08393-08388
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />
|