|
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 />(TYP.) VARIES
<br />W14-1- - I
<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. HORIZONTALJ
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />I v 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS /-INTERVALS NOT EXCEEDING
<br />@ 16" O.C. Wit (2) 10'4' (R302.1 1)
<br />1ArI TOPM All �qTP. n 6�
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & ci
<br />HURRICANE ANCHOR @ EACH @ 6" M�� FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W14 x W1.4 C:�
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO A
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />''T
<br />D3161-CLASS F, IN
<br />-11 ,1 FtLi yl
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING I M 1 7 -,
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE I
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIESAJJ_'� SEE TYP. WALL SECTION SCALE: 3/4"=V-10" k (21-2
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />- 8"x8"X1 6" 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 FIT 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />/---NOTE:EXTEND
<br />W1.4XW1A W WF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />_A"
<br />00
<br />Cl)
<br />6 MIL VAPOR-/
<br />OP
<br />BARRIER
<br />4
<br />CN
<br />COMP. SOIL.
<br />Nfl
<br />IFIF
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />M
<br />7:
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />(1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 1
<br />4"
<br />jV-4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />Q3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS---%
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<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:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />-7V\F- -7V�-
<br />1!57�- - -
<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.N.O,) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" 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"x1 6" 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/ 2"x 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 x 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) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION 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" 0 ' C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8" x 10" "J" BOLT @ 24" 0 C W/
<br />2"'x3/16" PLATE WASHER. (�W) STEP, SIZE OF FOUNDATION AND
<br />C, ELEV. Y-10" (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />O.C, OR 5/8"xlO'WEDGE ANCHOR INCLUDE THE WALL
<br />A. F. F. x 6 W1.4 x W1.4 /6x6W1 4xW1.4
<br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS //211 WWF OR FIBERMESH
<br />0
<br />4 ELEV. 4-3 1/2" z 3 1/2" MIN, 3 1/2" MIN.
<br />41 A.F
<br />2x4 CONT7L�//' 1 U_
<br />4\
<br />ilji. I
<br />I'm -LI I. M .1 11—
<br />L I N N Ui 1/2'
<br />1/2"(min)-4" '(min.)- 4"
<br />C14
<br />00
<br />GARAGE DEPTH VARIES (311/2�"(min,)'
<br />00
<br />< (3 1/2"(miin 4" 7 4".
<br />11. .1 LI 1 1 F=1 I r-
<br />- yw III I
<br />I- =I 11; 5F911 1
<br />4 1,7 11 11
<br />(2) #5 COIJI.
<br />NI 01 YU V
<br />(2) #5 CONT.'�y
<br />T
<br />8
<br />U.N.O. MIN. U.N.O. MIN.
<br />.GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (q) STEP �'Z`DN SHEARWALL C� TYPICAL BEARING WALL @ STEP ('C C
<br />SCALE: 3/4"=V-0" � S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-10" � S3
<br />2x S. P. F. S DS 16" O.C.
<br />—04 2x STUD
<br />U.
<br />1 "x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />C14
<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"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />CN 2x P.T, PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />Z
<br />00
<br />H, Z
<br />511
<br />L i
<br />T111111�JII� I
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />A
<br />;0
<br />SCALE: 3/4"=V-0"
<br />GRADE
<br />11 Izw—_l I F—_I I Iz—_
<br />1) #5 REBAR w/ OPT.
<br />S.Q R E E N E N C L 0 S U R E
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />I
<br />EXPANSION JOINT
<br />14" O.H.D. RECESS
<br />'T z
<br />13"
<br />O.H.D. RECESS
<br />A
<br />4
<br />CQ 4':
<br />4
<br />4
<br />A
<br />I -rrI I
<br />4 C?
<br />50
<br />All
<br />4
<br />I- IIF
<br />-MII
<br />S E E A/S3 OR J/S6 --"-1 -111-7- q -Ir Fi -I,--
<br />FOR REINF, INFO. L 3" MIN. CLEARANCE
<br />1- 4" (1 STORY) / V-8"(1 STORY w/ DEPRESSED SLAB OPT.)
<br />1',8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 LI1T7r-jL1 rT--,-,Ll 11=_� -
<br />rf
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1�4, (1 STORY)
<br />14' (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1, S3
<br />ADDITIONAL INFORMATION.
<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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />INTERVALS NOT EXCEEDING
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.1 1)
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<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 HOOK DETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O, BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<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 />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />E
<br />PER MFR INSTRUCTIONS
<br />N'�'-#3 OR #4 REINFORCING BAR
<br />—7
<br />#3 & #4 LAP SPLICE
<br />Y= SI
<br />co
<br />FINISH GRADE 60
<br />2
<br />26- MiN. LAP [30" MIN, LAP]
<br />[GRADE 60 MIK Fy= 60ksi]
<br />6 MIL VAPOR BARRIER
<br />1>
<br />C?
<br />Axx\ xx L "A, A- I
<br />R 17/8"
<br />04
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />COMP. SOIL. (COMPACTED TO
<br />T,
<br />95% MODIFIED PROCTOR ASTM I # -
<br />M T
<br />I j7TLI
<br />D1557) I�FE
<br />1-4.
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALAIS
<br />A,
<br />INTERIOR
<br />--j 3 1/2"
<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
<br />60
<br />F_ 7
<br />ce) 6MILVAPOR
<br />BARRIER
<br />[ 41114-1
<br />INTERIOR WALL SLAB STEP NON-BRG
<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 />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />LIj
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<br />_j
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<br />LIJ
<br />Cl)
<br />(2) #5 CONT.-
<br />ON 3" CHAIRS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'.0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA, EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />7—
<br />C:`
<br />1
<br />I A AA A AZ A
<br />(TYP.) 8" 1'4" 8"
<br />10..
<br />:>
<br />"-#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />K�G�
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />� �3
<br />VARIE,
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />I
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />A
<br />AT 24" O.C. MAX. x CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />A.
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />-
<br />_71
<br />A
<br />0
<br />E
<br />A
<br />co C�
<br />. . 1. 7
<br />BEAM SIZE &
<br />= 41
<br />C14
<br />T.
<br />CONNECTION INFO
<br />Cl)
<br />/—p2x4
<br />LA PIT.
<br />TE 2x4 #2 SYP P.T. FRAMING w/
<br />SEE A1S3/J/S6 8"
<br />/_711S6" MIN 7/16" O.S.B. SHEATHING
<br />0 B. z ATTACHED PER NAILING FOR REINF. INFO.
<br />0 OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLL)MN LOQATIO_
<br />> SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />COLUMN SIZE AND BASE
<br />LU
<br />Uj CONNECTION INFO. SLAB STEP & RECESS (a) S.G.D. rM
<br />-2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0" � �3
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci
<br />TO FOUNDATION PAD E�
<br />-INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEE MAT REINFORCING. Q
<br />(n 0 L
<br />ON FLOOR PLAN LU SIZE VARIES PER PLAN Cl)
<br />CONT. BEAD SEALANT W/ MIN. (2) #5 VERTICALS 00 Z GRADE
<br />_j FILLED SOLID (SEE PLAN FOR
<br />LU LU
<br />6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0
<br />LU
<br />Uj LU
<br />�WWF OR FIBERMESH
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<br />BRICK PAVERS or SLAB PER 00 0
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<br />COMMUNITY SPECS
<br />I I F_=I I I=_1 I 1=1 I 1=1 I 1=1 I 1 0'-0" FIN. FLR.Ah 1= -- � -11 E 1 1� LU
<br />FOOTING
<br />1 1=� I I -IT BEYOND
<br />PAD REINFORCEMENT- MIN. CLEARANCE
<br />SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONIC. PAD IWO,
<br />P. SEE SCHEDULE
<br />TAPERED COLU FIR MING rCD 1�2 PATIO COLUMN FTG. DETAIL rN
<br />�� �3 SCALE: 3/4" = V-0" SCALE: N.T.S. �3
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications 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
<br />engineering portions of the drawing pages bearing
<br />Engineer`s signature and seal.
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<br />NO: 22-12504-12499
<br />SCALE : AS NOTED
<br />SHEET NO.
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