|
C"
<br />3�
<br />7
<br />0
<br />2
<br />12
<br />Ae
<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />1 (TYP*7) VARIES
<br />INSU
<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_j
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W1 (2)
<br />10'-0" (R302.1 1)
<br />16d TOENAILS T & B
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA, X 3 1/4" TAPCONS @ 24" 0/(;
<br />ci
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3-
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />A v
<br />BE IN ACCORDANCE w/ ASTM
<br />9
<br />D7158-CLASS G or H, or ASTM
<br />D3161 -CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />0
<br />or.
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<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 />ELEV. VARIESk
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=1'-0" 'I'l S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE 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 />t=IF
<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 />3 1/4" BASEBOARD
<br />r%
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. S--�LAB\\
<br />c,)
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />Q
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />A
<br />CURB DUE TO SLOPE
<br />CONCRETESLAB W/ 6XI
<br />/-NOTE: EXTEND
<br />W1.4XW1.4 WWF OR
<br />a
<br />DECO FINISH 4" to 6"
<br />TIBERMESW
<br />BELOW GRADE
<br />At,
<br />;0
<br />Cn
<br />;0
<br />6 MIL VAPOR-/
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 950/c
<br />MODIFIED PROCTOR
<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 NOOK (SEE
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />.
<br />DETAIL)
<br />TYPICAL WAL L SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />�3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />1411
<br />PAVERS�
<br />O.H.D. RECESS 'T z
<br />,M.�
<br />Cn
<br />d
<br />4"
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'�"
<br />(11 STORY)
<br />/ V-13" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V�8"
<br />(2 STOR
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. `ill �3
<br />ADDITIONAL INFORMATION,
<br />__Tv11F
<br />_rv/17
<br />6zi- -_ 4� -+-;zi 6zf- -, -A- -7-- -6;;d
<br />5/8"OR 1/2" HIGH STRENGTH ,� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH - // \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.11l (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR V8" GYP. TYPE "X. @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x`16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. SIMPSON SP2 w/ Hx 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 ,.,-Fx BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. W/ x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 700/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION 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/ (1110) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />7*0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />C7 ELEV. 0'-0" OIL (ALT: 1/2"x`12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />A.F.F.'*" O.C. OR 5/8"x10'WEDGE ANCHOR A x 6 W1.4 x W1.4 INCLUDE THE WALL 2s'
<br />@ 24" O.C.) 21' WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH
<br />ELEV. 4_3 1/2" z 3 1/2" M IN.
<br />9L
<br />3 1/2" M IN. /6 x 6 W1.4 x W1.4
<br />2x4 CO
<br />NT7-�//
<br />1/2"(min.)4
<br />/2"(min'
<br />.1 A )- 4" 2e
<br />C14
<br />;0
<br />r
<br />3 1/2"(nl) 7 4'
<br />/2"(min.) - 4"
<br />GARAGE DEPTH VARIES
<br />IT
<br />(2) #5 CONT. 11-411 8.1 (2) #5 __NT. .4. .4-
<br />U.N.O. MIN. U.N.O.
<br />GARAGE SLAB AT STEP TYPICAL BEARING WALL 0 STEP (a) SHEARWALL rc�� TYPICAL BEARING WALL @ STEP
<br />SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-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 />2x S.P.F. STU S; 1 11 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />GO" "
<br />\SID
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />81, C_-M U -
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />//__1"xPT STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />10'-0" (R302.1 1)
<br />#5 VERT, IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10-4- (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />SEE CCIS3 OR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />-1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW-90 NOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />SIDE IF APPLICABLE.
<br />BOLTINFO.
<br />5/8"x6""J" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />a K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA , EXPANSION BOLT @24
<br />(IF NO UP LIFT ON
<br />@ 24- O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />JJFRO
<br />O.C. W/ T' EMBEDMENT (MIN. SHEAR
<br />WALL SEE GG/S3)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20' MIN. LAP 124" MIN. LAP)
<br />#5 REINFORCING
<br />x
<br />SPACE ANCHOR
<br />)R
<br />3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />BOLTS 6" MAX FROM
<br />6 x 6 W1.4 x W1.4
<br />w/ (10) 1 Od NAILS
<br />a
<br />C14
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />X
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH E
<br />TYP.
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />W
<br />0
<br />A JL
<br />L - 11 . v :��, I I ,
<br />GRADE
<br />;i
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. l 40ksi
<br />><
<br />X zi
<br />a.
<br />A
<br />A
<br />MONO OR STEMWALL
<br />FINISH GRADE
<br />I
<br />26' MIN. LAP [30' MIN, LAP]
<br />[GRADE 60 MIN. Fy ;il
<br />'/
<br />CL
<br />x 5
<br />7."
<br />la,
<br />1>
<br />)<
<br />Luuj
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />z
<br />00
<br />,7ARRI RM.
<br />6 MIL VAPOR BARRIER
<br />'A
<br />;0
<br />R 17/8"
<br />< w
<br />OF-V
<br />_rr
<br />A A
<br />.......
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />(2) #5 CONT
<br />A
<br />NOTEG
<br />*FOR
<br />COMP. SOIL, (COMPACTED TO
<br />A
<br />....... .. ..
<br />36- MIN. LAP [36- MIN. LAP]
<br />XXX/XXIA<
<br />ON 3" CHAIRS
<br />8f.
<br />11'4'
<br />811
<br />BEARING WALL
<br />101,
<br />(TYP-)
<br />W/ UPLIFT ONLY
<br />95% MODIFIED PROCTOR ASTM
<br />Jr.
<br />Nr
<br />j__
<br />D1557)
<br />----#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />411 11,411
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD"'�
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E�
<br />REBAR DETAILS
<br />WALL w/ UPLIFT
<br />rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/41.7-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" Ill �3
<br />SCALE: N.T.S.
<br />�3
<br />SCALE: 3/4"=V-0"
<br />�, �3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />11/2" RECESS FOR VARIES
<br />6 x 6 W1.4 x W1.4
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />(min.) 4"---,
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />4
<br />AT 24" O.C. MAX. x
<br />CONNECTION INFO
<br />4 d
<br />GRADE
<br />x
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />;0
<br />� L
<br />TOP OF BEAM
<br />a
<br />(1) #5 REBAR W/ OPT.
<br />;0
<br />E
<br />A
<br />Cn
<br />E NCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />C-4
<br />CONNECTION INFO
<br />Cl)
<br />.4
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4,.=1'-0" Ill S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS ZE
<br />Q Al
<br />4 A.' 11
<br />00
<br />4
<br />SEE A/S3 OR J/S6 VF_
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1-4- (1 STC RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01LU-13" CONT. BEAD SEALAIS
<br />INTERIOR
<br />-3112"
<br />4
<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 />a
<br />;0
<br />a
<br />Q I
<br />cl) 6 MIL VAPOR
<br />BARRIER
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8"
<br />MIN 7/16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />co 0 SCHEDULE OPTION #1
<br />!Lj ll
<br />C: SEE TYP. WALL SECTION FOR ADDITIONAL
<br />* aj, SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />::g
<br />Uj
<br />COLUMN SIZE AND BASE
<br />i3
<br />LU
<br />Ill
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D.
<br />M
<br />'I'l
<br />SCALE: 3/4.=11_011
<br />�3
<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 />Ill MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<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
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD E!�t
<br />a
<br />INSULATION PER CHART
<br />z
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. Q
<br />ON FLOOR PLAN
<br />Uj
<br />SIZE VARIES PER PLAN
<br />CONT, BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W 11.4
<br />i3
<br />LLJ
<br />-
<br />-----
<br />SIZE AND REINFORCEMENT)
<br />_j
<br />Z x
<br />LU
<br />WWF OR FIBERMESH
<br />tz W
<br />0
<br />A A_j
<br />BRICK PAVERS or SLAB PER
<br />U.1 (n LU
<br />00 L)
<br />z
<br />0'-0" FIN. FLR.
<br />C701 MMUNITY SPECS
<br />U_
<br />li�
<br />",-FOOTING
<br />LU
<br />-J
<br />_1
<br />BEYOND
<br />Tr_
<br />PAD REINFORCEMENT—/
<br />3" MIN. CLEARANCE
<br />SE F LINDATION
<br />(SEE SCHEDULE)
<br />FOOTING
<br />WIDTH
<br />4" 14" CONC. PAD INFO.
<br />SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG. II �K TAPERED COL'U"'M"N' FRAMING rCD1�2 PATIO COLUMN FTG. DETAIL ( �N
<br />SCALE: 3/4"=1'41 IN,,13� SCALE: 314'- V-0" \�� SCALE: N.T.S. �3
<br />Cn
<br />C=
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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
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<br />JOB
<br />NO:
<br />22-12363
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|