|
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 __1 VARIES
<br />(TYP)
<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 _2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-O"(R302,11)
<br />16d TOENAILS T & R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<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" O/C &
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT - ON W
<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 />BE IN ACCORDANCE w/ ASTM
<br />AR—L
<br />imfflll Iff
<br />'121 lama'. F—HE
<br />,14
<br />1.
<br />D3161 -CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG
<br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � (;.-I
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALLIMINUM FASCIA
<br />-2x SUB FASC [A
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"W%16" 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.-/ �_Ir
<br />1/2" GYPSUM WALLBOARD!�� PL
<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'W" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />,A.R
<br />S
<br />MIN. 2500 PSI CONIC. SLAB
<br />AT GARAGE CONTRACTOR
<br />P
<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 />40-/—NOTE:EXTEND
<br />Wl.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />TIBERMESH"
<br />BELOW GRADE
<br />00
<br />0?
<br />6 MIL VAPOR
<br />BARRIER
<br />COMP. SOIL. 1%
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />3' MIN. CLR.
<br />(2) #5 REBAR CONT. 1-4- (11 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O. 1 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />1\ �3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O.H.D. RECESS
<br />PAVERS� "T ;e
<br />T
<br />41;1;
<br />4 4
<br />4
<br />SEE A/S3 OR J/S6 -T
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 f4" (1 STOR, 1,_8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />Vf8" (2 STOW
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />Cl)
<br />2x4 CONT:
<br />GARAGE DEPTH VARIES
<br />I I
<br />GARAGE SLAB AT STEP �B
<br />SCALE: 3/4"=V-0" QS 3
<br />_7VAr__
<br />15;ZF
<br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH __x \-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 />TOP PLATE S.P.F. DOUBLE
<br />SIMPSON SP2 w/ TOP PLATE
<br />1E
<br />B
<br />N
<br />L
<br />G
<br />P
<br />E
<br />E
<br />T
<br />RO
<br />'X
<br />M "T
<br />B
<br />R
<br />L,
<br />t,E A
<br />SE
<br />CO
<br />(12) 10d NAILS 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 />) '0 C
<br />SHEATHING REQ'D. FOR ALL x 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 1 V-01" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING W-101" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12"TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'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 />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (110) 1 Od NAILS
<br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR INCLUDE THE WALL
<br />A.F.F. @ 24" O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS /211 X6x6W1 * 4 x W1.4
<br />9 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH
<br />ELEV. 4-3 1/2",gK
<br />0
<br />A. F.F. \"
<br />Li
<br />,v W9
<br />_j _L_
<br />1/2"(min.)- 4" A ly 1/2"(min.)- 4"
<br />m i n.). 7 4
<br />;0 ;0 � I I . -
<br />r3l /2 (m i n.). - 3 1/2"(
<br />4
<br />F r 1: I�
<br />(2) #5 CONT. 5� (2) #5 CONT -
<br />4" 1-41 81' 4"
<br />U.N.O. MIN. U.N.O.
<br />TYPICAL BEARING WALL STEP
<br />TYPICAL BEARING WALL 0 STEP 0 SHEARWALL rc"� �C_v rc C
<br />"SHEAR WALL" SCALE: 3/4"=V-101" S3 ) SCALE: 3/4"=V-0" S3
<br />1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. S S 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />_4 2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />00
<br />01\
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />8" C M U
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />1"x P'.T'STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />1 U-101" (R302.1 1)
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE SECTION C/S3 FOR
<br />2K
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />V4
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<br />'OR
<br />"J"
<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 />vv'
<br />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />5/8"x6" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24
<br />3
<br />(IF NO UP LIFT ON
<br />'31
<br />WALL SEE GG/S3)
<br />Av
<br />1 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (110) 1 Old NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<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
<br />R
<br />3500#, MIN. TENSION 2600#)
<br />w/ (10) 1 Old NAILS
<br />x
<br />C4
<br />P.T. PLATE
<br />FIBERMESH
<br />-I
<br />WEEP SCREED INSTALLED
<br />BAR
<br />;5
<br />x LU
<br />BOLTS 6" MAX FROM
<br />FROII�
<br />1 AT
<br />END OF 2" x PLATE _`,�
<br />x 6 W1.4 x W1.4
<br />F6
<br />WWF OR FIBERMESH
<br />TYP.
<br />-----2x
<br />ASSUMED FINISHED
<br />ci
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />0
<br />LU
<br />L
<br />1P
<br />A
<br />�GRADE
<br />E A
<br />b t,
<br />" 0
<br />-r- 4�0i X _j
<br />#3 & #4 LAP SPLICE x a.
<br />-Y= 60ksil Cn
<br />MONO OR STEMWALL----,,
<br />:2�
<br />Cn I_IA I- * X
<br />FINISH GRADE GO 2
<br />25" MIN. LAP [30" MIN. LAP]
<br />I
<br />x
<br />%
<br />. I>
<br />1>
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />6 MIL VAPOR BARRIEW P=.,Tmz t>
<br />R
<br />00
<br />11
<br />R 17/8"
<br />K
<br />ULI
<br />LU
<br />7k_�
<br />I1:_ -
<br />U g
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />I
<br /><
<br /><
<br />n ��_ iv—,
<br />NOTE: 7 017�
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY 7= 95% MODIFIED PROCTOR ASTM
<br />D 1557)
<br />4" 1140,
<br />FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1 ' 4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />(min.) 4"---,
<br />A., GRADE
<br />rr+,
<br />;0 1 p�j ��M I _M
<br />1) #5 REBAR w/ OPT.
<br />1[f f iLU
<br />SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0" � S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13"
<br />O.H.D. RECESS E
<br />Cl)
<br />MI)
<br />r .
<br />0?
<br />4
<br />4"
<br />A+�,.
<br />2
<br />SEE AIS3 OR J/S6 Mm
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STqRY)
<br />V-8" (2 ST 9 RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<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 />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0. - CONT. BEAD SEALM
<br />-01, 0
<br />_j
<br /><
<br />INTERIOR
<br />A. -3 1/2"
<br />CONCRETE 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 SLAB--.
<br />;0
<br />504 �I ii
<br />Cl) 6 MIL VAPOR ---
<br />BARRIER
<br />tz) ffD UUrq 1 — 11 1 . I .
<br />36- MIN. LAP [36' MIN. LAP) ON 3" CHAIRS
<br />7% 10" (TYP.) 8" 8"
<br />'-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT K" G�
<br />SCALE: N.T.S. SCALE: 3/4"=V-0" �3
<br />EE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR & LAYOUT DESIGN
<br />TOP OF BEAM NV
<br />SEE ROOF PLAN A A
<br />C) C�
<br />(2) HTS20 FOR STRUCTURAL
<br />41
<br />BEAM SIZE & A
<br />CONNECTION INFO
<br />,-2x4 P7.
<br />PLATE 2x4 #2 SYP P.T. FRAMING w/
<br />SEE AIS3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />C0
<br />Uj SCHEDULE OPTION #1
<br />COLUMN LOCATION cr SEE TYP. WALL SECTION FOR ADDITIONAL
<br />< SLAB INFORMATION
<br />> SEE PLAN FOR STRUCTURAL
<br />LU
<br />COLUMN SIZE AND BASE
<br />2i
<br />Uj
<br />III
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D. rM
<br />SCALE: 3/4"=V-101" 1,� �3
<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
<br />w/ 1/4"xT TAPCONS AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 181D1
<br />��-11/2" GYPSUM WALLBOARD U.N.0
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />-INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STE EL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />LU
<br />LD
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />LU
<br />wl MIN. (2) #5 VERTICALS
<br />9
<br />2
<br />GBADE
<br />_j
<br />FILLED SOLID (SEE PLAN FOR
<br />F-
<br />6 x 6 W1.4 x W1.4
<br />Uj
<br />Uj SIZE AND REINFORCEMENT)
<br />Uj
<br />_j
<br />WWF OR FIBERMESH
<br />LU
<br />M)
<br />Uj 0
<br />BRICK PAVERS or SLAB PER
<br />LU
<br />0 LU U) =
<br />00 0
<br />z
<br />z
<br />0'-0" FIN. FLR.A
<br />COMMUNITY SPECS
<br />U-
<br /><
<br />N---FOOTING
<br />TTPI I M-L%lyr�
<br />u-Jj
<br />0
<br />14-114"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4"=V-0" � �S3
<br />BEYOND
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />.4% SEE FOUNDATION FOOTING WIDTH
<br />CONC. PAD INFO.
<br />SEE SCHEDULE
<br />I
<br />TAPERED COLUMN FRAMING I'CD12 PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: 314"=V-0"\,� SCALE: N.T.S. �3
<br />C-4
<br />�w LU
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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 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 />NO: 23-13121-13124
<br />SCALE : AS NOTED
<br />SHEEr NO.
<br />S3
<br />(MONO)
<br />
|