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<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 />INSULATION —
<br />BAFFLE
<br />INSULATION PER -
<br />CHART ON FLOOR
<br />PLAN
<br />5/8" OR 1/2" HIGH STRENGTH CEILING
<br />BOARD PER CODE W/ 13/8" DRYWALL
<br />NAILS OR DRYWALL SCREWS 7" O/C
<br />CEILING & 8" O/C WALLS
<br />1/2" GYP WEI
<br />------------- /
<br />DOUBLE 2x S.P.F, TOP PLATE - ATTACH 2x STUDS :�
<br />TO TOP PLATE W1 (1) SIMPSON SP2 TYP. @
<br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A
<br />2X BLOCKING @ EA. WALL
<br />SHEATHING JOINT
<br />16" O.C. 2X S,P.F. STUDS
<br />2X BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
<br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
<br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
<br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C
<br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA !9 1000
<br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1
<br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�I�iiiiii
<br />SPACE INTO APPROX. EQUAL AREAS.
<br />FLOOR SYSTEM
<br />\PER PLAN
<br />GYP WB (OR 5/8"
<br />1/2" HIGH STRENGTH OR 5/8
<br />GYP. TYPE " X- @ GARAGE ONLY) W/ 13/8"
<br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
<br />CEILING & 8'O/C WALLS
<br />1/2" GYP WB
<br />INSTALLATION PER
<br />CHART ON FLOOR PLAN
<br />NOTE: LAP SHEATHING TO BOTTOM OF
<br />BAND JOIST TYPICAL
<br />1x WD FURRING @ 24" OJ
<br />BASEBOARD
<br />MIN. 2500 PSI CONIC. SLAE
<br />MIN. PSI MAY VARY PER
<br />MUNICIPALITY
<br />4
<br />19
<br />CN
<br />Cl)
<br />1�— zmm 11-1
<br />6x6 . 1
<br />Tif
<br />S-, I=U11 7=1 151
<br />WWFORFIBERME
<br />'W1 4xW1 4
<br />A
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
<br />HURRICANE ANCHOR @ EACH TRUSS
<br />SHINGLE ROOF, SHINGLES TO BE IN
<br />ACCORDANCE w/ ASTM D7158-CLASS G or
<br />H, or ASTM D3161 -CLASS F, IN
<br />ACCORDANCE w/ TABLE R905.2.6. 1,
<br />FLORIDA BUILDING CODE 7TH EDITION
<br />(2020) RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />FRAMING SHEET FOR
<br />SCHEDULE - [RSH] - ON
<br />SHEATHING AND FASTENERS
<br />ALUMINUM DRIP EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />SEE STRUCTURAL SOFFIT SHEET SS
<br />ATTACHED WALLSHEATHING TO
<br />(2) TOP PLATE W1 8d @ 4"
<br />O.C., 2 ROWS
<br />1x2 NAILER
<br />_j LU PLYWOOD SHEATHING
<br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
<br />CO FOR MORE INFO
<br />Uj
<br />jj
<br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD
<br />LAYER 1/8" THICK.
<br />'ru
<br />INSULATION PER
<br />CHART ON FLOOR PLAN
<br />(" B �R
<br />S6 S6
<br />ETAL SEAT
<br />OR FELT
<br />PAPER FOR
<br />MOISTURE
<br />BARRIER
<br />STD. 90 TIOOK (SEE DETAIL)
<br />8"&'X16" CONIC. KNOCKOUT
<br />BILK. W/1#5 ROD CONT. FILLED
<br />SOLID W/GROUT
<br />-ARCHITECTURAL
<br />FINISH
<br />(1) #5 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN & NOTES)
<br />(71)
<br />U-1
<br />4"X4" INSPECTION PORT AT
<br />J_
<br />EACH FILL CELL TYPICAL
<br />UJ
<br />Cn
<br />0-
<br />AT GARAGE CONTRACTOR
<br />C14
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />NOTE: EXTEND DECO FINISH
<br />411to 6" BELOW GRADE
<br />/FINISH GRADE
<br />A
<br />A
<br />A'
<br />A
<br />\-STD. 90'HOOK
<br />(3) # 5 REBAR ON 3" CHAIR
<br />(SEE DETAIL)
<br />Tr
<br />W/3" MIN. CLEARANCE 4"
<br />TYP 2-STORY WALL SECTION
<br />REV. 03.16.21
<br />SCALE: 3/4"=1 0"
<br />SI M PSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAI LS TO
<br />ST
<br />2nd FLOO
<br />BEAM/GIR
<br />2ND FLOOR FRAME CONNECTION
<br />SEE JIS-6 FOR ADDITIONAL INFORMATION.
<br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
<br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND
<br />JOIST AT EA. STUD
<br />2nd FLOOR WALL----.
<br />BAND JOIST
<br />*SIMPSON LTP4 W/
<br />(12) 8d x1 1/2" NAIL
<br />@ 24" O.C.
<br />/\ \
<br />1st FLOOR WALL
<br />S I M PSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2"
<br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
<br />JOIST AT EA. STUD
<br />2ND FLOOR FRAME CONNECTION
<br />@ WOOD 1ST FLR.
<br />UPLIFT CAP = 928 PLF
<br />SHEAR CAP = 355 PLF
<br />SEE J/S6 FOR ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SPACER
<br />BLOCKS
<br />'END SHEATHING TO
<br />)F BEAM OR GIRDER
<br />TE W1
<br />O.C.
<br />IOR TRUSS/JOIST
<br />2"x BOT, PLATE W/
<br />(2) 1 Od @ 6" O.C.
<br />NOTES: * USE
<br />LTP4 & EXTEND
<br />SHEATHINGTO
<br />BOTTOM OF RIM
<br />BOARD/BAND
<br />JOIST FOR
<br />SHEAR WALL
<br />ONLY.
<br />"T" CORNER
<br />TYPICAL 'IT" AND CORNER
<br />DETAILS
<br />SCALE: N.T.S.
<br />'\, �6
<br />E
<br />S6
<br />2ND FLOOR FRAMING - SEE
<br />SECTION J/S6
<br />DECKING --\
<br />ATTACHED WALL SHEATHING
<br />TO BOTTOM PLATE/CHORD W/ 8d
<br />@ 4" O/C, 2 ROWS STAGGERED
<br />FLOOR TRUSS SEE FRAMING PLAN
<br />FLOOR TRUSS
<br />qSIMPSON
<br />00
<br />SEE FRAMING WEEP SCREED
<br />C)
<br />PLAN - "
<br />INSTALLED PER MANUF.
<br />CE @ 48- HETA20 W/ (8) 1 Odxl 1/2"
<br />2"X4" CROSS BRACE @ 48" T
<br />O/C FOR THE 1 ST Z-10" OF NAILS @ 24" O.C. INTO TRUSS
<br />END WALL W1 (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
<br />END INTO 2"X4" BLOCKING IN KO BLOCK
<br />SEE DETAIL 2/D2 FOR
<br />MORE INFORMATION
<br />2ND FLOOR FRAME CONNECTION
<br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" `l`l �6
<br />SEE TYP. 2-STORY WALL SECTION
<br />FOR ADDITIONAL INFORMATION.
<br />2x STUDS@ 1 - - -
<br />2"x BOT. PLATE
<br />(2) 10d @ 6-1 0.(
<br />PRE-ENGINEE
<br />FLOOR TRUSEE
<br />FLOOR CONNECTION
<br />@ MASONRY 1ST FLR. SEE J/S6
<br />FOR ADDITIONAL INFORMATION.
<br />PROVIDE CONTINUOUS
<br />BLOCKING FROM B.U.C.
<br />TO MASONRY BELOW
<br />(6) 1/4" x 2 1/4" TITEN
<br />SCREWS TO MANSONRY
<br />WALL PER STRAP
<br />WOOD TO MASONRY
<br />CONNECTION W/ MSTAM36
<br />SEE J/S6 FOR ADDITIONAL INFORMATION.
<br />ATTACHED WALL SHEATHING
<br />CONTINUOUS TO BOTTOM RIBBON
<br />W1 8d @ 4'1 O.C., 2 ROWS STAGGERED
<br />2X4 RIBBONS, EACH W/ 4-16d
<br />NAILS INTO EA. FLOOR TRUSS
<br />I-
<br />WEEP SCREED
<br />U
<br />u
<br />:1
<br />INSTALLED PER. MANUF.
<br />U
<br />SIMPSON HETA20 W/ (8) 10dX1 1/2"
<br />NAILS AT EA. TRUSS W/ MIN. 4"
<br />EMBEDMENT IN KO BLOCK
<br />B
<br />SCALE: 3/4"=V-0"
<br />S6
<br />B.U.C.
<br />(8) 1 Od NAILS TO
<br />STUD PER STRAP
<br />FLOOR SYSTEM
<br />SIMPSON MSTAM36
<br />MASONRYWALL
<br />SCALE: N.T.S.
<br />RIBBONS
<br />DETAIL (FLOOR TRUSS)
<br />0�
<br />SCALE: 1 1/2"=V-10"
<br />"6�,)
<br />NOTE: SEE TYPICAL WALL
<br />',,,--SEE SHEATHING
<br />SECTION C/S3 FOR
<br />SPECS ON FLOOR
<br />ADDITIONAL INFORMATION
<br />1/2" GYP W.B. MIN.@
<br />GARAGE SIDE IF APPLICABLE
<br />2x BLOCKING HORIZONTALLY— -
<br />@ INTERVALS NOT
<br />5/8"DIA. x 10" "J" BOLT W1 8"
<br />EXCEEDING 10'-0" (R302.1 1)
<br />EMBEDMENT @ 24" O.C. W/
<br />SIMPSON SP1 w/ (10) 10d
<br />2"DIA.X 3/16" PLATE WASHER
<br />NAILS AT EA. STUD
<br />(MIN. SHEAR 3500#. MIN.
<br />2 x STUDS @ 16" O.C.
<br />TYPICAL TENSION 2600#.)
<br />2X P.T. PLATE
<br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
<br />, .
<br />—A . : , , , , , . - .:
<br />4,.
<br />1 —11 P-
<br />'d 4
<br />-t(3) #5 CONT. ON 3"
<br />CHAIR W/ 3" MIN.
<br />8' 11-81' 81,
<br />CLEARANCE
<br />INTERIOR 2-STORY FRAME SECTION �'S
<br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6
<br />ADDITIONAL SLAB INFORMATION.
<br />15/32" OSB
<br />A/
<br />EXPOSURE1
<br />SHEATHING
<br />x
<br />PROVIDE
<br />BLOCKING AS
<br />REQUIRED PER
<br />ci SECTION X-X IF
<br />U�' NOT FULL
<br />_j HEIGHT SHEET-
<br />U)
<br />z
<br />L
<br />FLOOR SYST
<br />�/
<br />(2)- 2x TOP PLATE
<br />BEYOND
<br />I
<br />—
<br />-
<br />�-115/32"OSB
<br />EXPOSURE1 F-
<br />SHEATHING w
<br />Lu
<br />:r
<br />OLID2x 0
<br />I
<br />BLOCKING @ ALL 2�
<br />Y11
<br />SHEATHING 0
<br />W
<br />EDGES (SEE
<br />OPENING
<br />I
<br />SECTION X-X)
<br />__1
<br />W
<br />CL 3
<br />_x
<br />�g
<br />c�
<br />_x
<br />_2x STUDS Lu
<br />BEYOND. =
<br />SEE PLAN
<br />zi
<br />0
<br />Cn
<br />\-2x'4 P.T. BASE
<br />\_�HORIZONTAL PLATEBEYOND
<br />2x!RIBBONOR
<br />VERTICAL SEE PLAN
<br />BLOCKING
<br />BETWEEN FLOOR WALL SHEATHING
<br />SYSTEM IAIAI I rl rAIA-rl^kl r%IA^f-%A%A
<br />3/8" "S" = NAIL
<br />SPACING
<br />3/4"112, 112"
<br />S
<br />S
<br />_?VL
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
<br />AT ALL PANEL BLOCKING
<br />LOCATIONS SHALL BE MIN 2x4 #2
<br />S.
<br />SPF TURNED VERTICAL w/ 7116"
<br />FILITCH PLATE TCw/ (2) 12d
<br />TOENAILS EA, END. NAIL FLITCH
<br />PLATE TO VERTICAL w/ (4) 8d NAILS
<br />(2) 8d NAILS @ Y O.C.
<br />STAGGERED FOR SHEATHING
<br />SECTION X-X
<br />19 t4bb
<br />2x CRIPPLES @
<br />16" O.C. W/ (2) 12d
<br />TOENAILS T/B
<br />10d NAILS @
<br />8" O/C TYP.
<br />DOUBLE 2x
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />�0,
<br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
<br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
<br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM
<br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
<br />0
<br />Lu
<br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
<br />...,
<br />PENETRATE SURFACE MORE THAN Y8".
<br />u)
<br />z
<br />(Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
<br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
<br />LL 7
<br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL.
<br />0 �
<br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
<br />ui
<br />U)
<br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
<br />0
<br />W/ 8d COMMON NAIL
<br />Lu 2
<br />uj 0
<br />I.-
<br />YW
<br />PL OOD SPLICES@ HEADER -NAIL SHEATHING TO HEADER
<br />_j >- < 1-- 0 u)
<br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
<br />Q� �- 0 0 cn
<br />0 co M D
<br />co -
<br />1.
<br />G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL
<br />U) Lu 0 L� F.-
<br />ci LU 0
<br />MEMBER IF GABLE END
<br />M
<br />Co
<br />NOTE:
<br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2"
<br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
<br />SURFACE MORE THAN 1/8".
<br />WALL SHEATHING INSTALL.
<br />rc
<br />& NAILING SCHED.
<br />REVISION 12-7-2020
<br />BOX HEADER
<br />ONLY
<br />SEE PLAN FOR REQUIRED ---
<br />CONNECTIONS
<br />LOAD BEARING/EXTERIOR FRAME
<br />WALL HEADER DETAIL
<br />2 ROWS 12d NAILS
<br />STAGGERED @ 12" O/C EACH
<br />FACE OR 3-ROWS 12d NAILS
<br />STAGGERED@ 12" O/C FOR
<br />2"xl 0" OR GREATER HEADER
<br />SEE FLOOR PLAN NOTES FOR
<br />REQUIRED CONNECTION
<br />(2) 2x HEADER SEE PLAN
<br />INTERIOR HEADER:
<br />(1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS
<br />EXTERIOR HEADERS:
<br />(1) 2x SILL PLATE W/ (2)
<br />12d TOENAILS
<br />OPENING LARGER THAN 4 FT:
<br />(1) 2x SILL PLATE w/ SIMPSON
<br />LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE
<br />2x STUDS TYP.
<br />P.T. BOT. PLATE
<br />FLOOR TRUSS
<br />BEAM
<br />2x BLOCKING HORIZON
<br />@ INTERVALS NOT
<br />TAtp(_�
<br />�.11)
<br />EXCEEDING 10'-0" (R302
<br />5/8"DIA. x 10" "J" BOLT W/ 8"
<br />EMBEDMENT @ 24" O.C. W/ 2"DIA.
<br />x 3/16" PLATE WASHER (MIN.
<br />SHEAR 3500#. MIN. TYPICAL
<br />TENSION 2600#.)
<br />2500 PSI CONCRETE MIN.
<br />SLAB W1 6x6 W
<br />WWF OR FIBERMESH
<br />1AxW1.4
<br />. - . ? I : I . 4
<br />E
<br />— .
<br />A
<br />171)
<br />=1 4
<br />5E1 I I
<br />A
<br />-1
<br />D
<br />I(3) # 5 REBAR ON 3" CHAIR 4" V-8"
<br />W/3" MIN. CLEARANCE
<br />ALTERNATE FOOTING
<br />HEADER SUPPORT
<br />NO. OF JACKS & STUDS
<br />REQ, AT OPENINGS
<br />OPENING
<br />2" x 4" WALL
<br />2" x 6" WALL
<br />STRAPS
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />SIMPSON
<br />SIZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />1-4
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LSTA30
<br />T-9'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) LSTA30
<br />9'-16'
<br />(3)
<br />(3)
<br />(2)
<br />(3)
<br />1 (2)LSTA30
<br />PLYWOOD SHEATHING NAILED PER NAILING
<br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
<br />O/C
<br />_2X STUDS @ 16
<br />7/8" STUCCO FINISH PER ASTIM C. 926
<br />/- APPLY 3 LAYERS W/ TOTAL THICKNESS
<br />7/8" OVER METAL LATH. FIRST 2 LAYERS
<br />3/8" THICK EACH. 3RD LAYER 1/8" THICK.
<br />SIMPSON SP1 W/ (10) 10d NAILS
<br />AT EA. STUD
<br />WEEP SCREED INSTALLED PER. MANUF.
<br />2X P.T. PLATE
<br />00
<br />FINISH GRADE
<br />0?
<br />I I
<br />C?
<br />@ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
<br />ADDITIONAL INFORMATION.
<br />C2 LLJ
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />dra ings comply with the 2020 Florida Building Code -
<br />Reswidential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal,
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<br />OB
<br />NO 23-06126
<br />SCALE AS NOTED
<br />SHEET NO.
<br />S6
<br />(MONO)
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