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<br />SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO
<br />2ND FLOOR FRAME CONNECTION
<br />SEE XS-6 FOR ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />'END SHEATHING TO
<br />IF BEAM OR GIRDER
<br />TE W/
<br />I O.C.
<br />OR TRUSS/JOIST
<br />1 ^ -
<br />zx 0 1 UU0 I
<br />2"x BOT. PLAT[
<br />(2) 10d @ 6" 0.(
<br />PRE-ENGINEE
<br />FLOOR TRUS11
<br />ATTACHED WALL SHEATHING
<br />CONTINUOUS TO BOTTOM RIBBON
<br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED
<br />2X4 RIBBONS, EACH W/ 4-16d
<br />NAILS INTO EA. FLOOR TRUSS
<br />WEEP SCREED
<br />INSTALLED PER. MANUF.
<br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2"
<br />NAILS AT EA. TRUSS w/ MIN. 4"
<br />EMBEDMENT IN KO BLOCK
<br />15/32" OSB
<br />Ar,
<br />T
<br />EXPOSURE1
<br />SHEATHING
<br />x
<br />PROVIDE
<br />BLOCKING AS
<br />REQUIRED PER
<br />o SECTION X-X IF
<br />NOT FULL
<br />HEIGHT SHEET --A
<br />z
<br />11
<br />Z�FLOOR SYST M
<br />(2)- 2x TOP PLATE
<br />BEYOND
<br />_T Tl�_SHEATHING
<br />15132" OSB
<br />EXPOSURE1
<br />Lu
<br />Lu
<br />OLID 2x
<br />U)
<br />BLOCKING @ ALL
<br />C
<br />SHEATHING
<br />U)
<br />EDGES (SEE
<br />OPENING
<br />RECTIONX-X)
<br />LU
<br />0
<br />uj
<br />111 14—
<br />E
<br />2xSTUDS
<br />Lu
<br />IT
<br />Td1II
<br />11
<br />11 10
<br />BEYOND.
<br />--SEE
<br />PLAN
<br />I IL
<br />1II_j —I
<br />I I
<br />0
<br />co
<br />'-2x4 P,T. BASE
<br />\__Gl__'HORIZONTAL PLATE BEYOND
<br />2x RIBBON OR VERTICAL SEE PLAN
<br />BLOCKING
<br />BETWEEN FLOOR WALL SHEATHING
<br />SYSTEM WALL ELEVATION DIAGRAM
<br />FLOOR CONNECTION B 3/8" "S" = NAIL
<br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-101" SPACING
<br />FOR ADDITIONAL INFORMATION.
<br />3/4" 112"
<br />S 1 12" S
<br />S 1/2"
<br />4S,
<br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING
<br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
<br />ATT H PER NAILING SCHEDULE. PANELED SWILLNEEDTOBE
<br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMV
<br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
<br />w
<br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
<br />PENETRATE SURFACE MORE THAN Ys",
<br />z
<br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL
<br />0
<br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
<br />Z
<br />LL X
<br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wi 8d COMMON NAIL.
<br />0 F-
<br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
<br />U)
<br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
<br />@
<br />wl 8d COMMON NAIL
<br />w 7) W 2
<br />0
<br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER
<br />CF
<br />�: 0 W-
<br />0 0 'n
<br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
<br />W� M
<br />2
<br />@ (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL
<br />W 0 LL
<br />(4 Lu 0
<br />MEMBER IF GABLE END
<br />!..� X
<br />_07
<br />NOTE:
<br />8d NAILS FOR WALL SHEATHING MUST BE M IN � 13 1 " X 2 11Z
<br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
<br />SURFACE MORE THAN 1/8".
<br />SIMPSON LSTA24 STRAP wl (8) 1 Od x 11/2"
<br />BUC
<br />AT ALL PANEL BLOCKING
<br />LOCATIONS SHALL BE MIN 2x4 #2
<br />ROOF FLASHING AND ROOF FLASHING
<br />FOR UNDERLAYMENT
<br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND
<br />SPF TURNED VERTICAL w/ 7116"
<br />FLITCH PLATE TO w/ (2) 12d
<br />COMPONENTS TO BE IN ACCORDANCE
<br />REQUIREMENTS SEE R905.1.1
<br />JOIST AT EA. STUD
<br />PROVIDE CONTINUOUS
<br />(8) 10d NAILS TO
<br />TOENAILS EA, END. NAIL FLITCH
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX.
<br />2nd FLOOR WALL
<br />BLOCKING FROM B.U.C.
<br />TO MASONRY BELOW
<br />STUD PER STRAP
<br />PLATE TO VERTICAL W/ (4) 8d NAILS
<br />7TH EDITION (2020) RESIDENTIAL
<br />HURRICANE ANCHOR @ EACH TRUSS
<br />SHINGLE ROOF, SHINGLES TO BE IN
<br />2"x BOT. PLATE W1
<br />(2) 8d NAILS @ 3- O.C.
<br />STAGGERED FOR SHEATHING
<br />ACCORDANCE w/ ASTM D7158-CLASS G or
<br />(2) 1 Od @ 6" O.C.
<br />FLOOR SYSTEM
<br />12
<br />H, or ASTM D3161 -CLASS F, IN
<br />ACCORDANCE w/ TABLE R905.2.6. 1,
<br />SECTION X-X
<br />FLORIDA BUILDING CODE 7TH EDITION
<br />(2020) RESIDENTIAL
<br />BAND JOIST
<br />INSULATION—
<br />ROOF SHEATHING - SEE
<br />I
<br />NOTES: USE
<br />BAFFLE
<br />SCHEDULE - [RSH1 - ON
<br />FRAMING SHEET FOR
<br />*SIMPSON LTP4 w/
<br />LTP4 & EXTEND
<br />SIMPSON MSTAM36
<br />C
<br />WALL SHEATHING INSTALL.
<br />INSULATION P
<br />SHEATHING AND FASTENERS
<br />(12) 8d x1 1/2" NAILS
<br />SHEATHING TO
<br />BOTTOM OF RIM
<br />& NAILING SCHED.
<br />CHART ON FLOOR
<br />@ 24" O.C.
<br />PLAN
<br />ALUMINUM DRIP EDGE
<br />BOARD/BAND
<br />REVISION 12-7-2020
<br />1 st FLOOR WALL______�
<br />JOIST FOR
<br />ALUMINUM FASCIA
<br />SHEAR WALL
<br />5/8" OR 1/2" HIGH STREN i GTH CEILING
<br />2x SUB FASCIA
<br />S I M PSON LSTA24 STRAP w/ (8) 1 Od x 11/2"
<br />ONLY.
<br />(6) 1/4" x 2 1/4" TITEN
<br />MASONRY WALL
<br />BOARD PER CODE W1 13/8" DRYWALL
<br />NAILS OR DRYWALL SCREWS 7" O/C
<br />SEE STRUCTURAL SOFFIT SHEET SS
<br />NAILS TO STUD & (8) 1 Od x 11/2" TO BAND
<br />SCREWS TO MANSONRY
<br />CEILING & 8" O/C WALLS
<br />ATTACHED WALL SHEATHING TO
<br />JOIST AT EA. STUD
<br />WALL PER STRAP
<br />1/2" GYP WEI
<br />(2) TOP PLATE W/ 8d @ 4"
<br />WOOD TO MASONRY
<br />2-ROWS 12d NAILS
<br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS
<br />O.C., 2 ROWS
<br />1X2 NAILER
<br />2ND FLOOR FRAME CONNECTION
<br />E�
<br />CONNECTION W/ MSTAM36
<br />K'L L
<br />STAGGERED @ 12" O/C EACH
<br />FACE OR 3-ROWS 12d NAILS
<br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @
<br />I
<br />STAGGERED@ 12" O/C FOR
<br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A
<br />_j PLYWOOD SHEATHING
<br />@ WOOD 1ST FLR. SCALE: N.T.S.
<br />SEE J/S6 FOR ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />�6
<br />2x CRIPPLES @
<br />2"xl 0" OR GREATER HEADER
<br />2X BLOCKING @ EA. WALL
<br />_j
<br />=) Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
<br />UPLIFT CAP = 928 PLF
<br />16" O.C. W/ (2) 12d
<br />SHEATHING JOINT
<br />FOR MORE INFO
<br />SHEAR CAP = 355 PLF
<br />TOENAILS T/B
<br />SEE FLOOR PLAN NOTES FOR
<br />SEE J/S6 FOR ADDITIONAL INFORMATION.
<br />REQUIRED CONNECTION
<br />16" O.C. 2X S.P.F. STUDS
<br />0 Cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />(2) 2x HEADER SEE PLAN
<br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD
<br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d
<br />L
<br />'t
<br />_j LAYER 1/8" THICK.
<br />UW=i
<br />1 Od NAILS @
<br />e INTERIOR HEADER:
<br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD
<br />UE
<br />'ji — INSULATION PER
<br />8" O/C TYP.
<br />BOX HEADER
<br />(1) 2x SILL PLATE W/ (2)
<br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W
<br />CHART ON FLOOR PLAN
<br />I
<br />12d TOENAILS
<br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d
<br />11
<br />-
<br />I
<br />I
<br />DOUBLE 2x
<br />e EXTERIOR HEADERS:
<br />COMMON @ 6" C/C TO ONE SIDE OF THE FLOOR TRUSS FOR
<br />rB �R
<br />I
<br />CRIPPLE STUD
<br />(1) 2x SILL PLATE W/ (2)
<br />AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED
<br />4R
<br />TYPICAL (U.N.O.
<br />12d TOENAILS
<br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL
<br />���S6
<br />__,\
<br />o OPENING LARGER THAN 4 FT:
<br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL
<br />,
<br />SPACER
<br />(1) 2x SILL PLATE w/ SIMPSON
<br />AREAS.
<br />BLOCKS
<br />LS30 w/ (6) 1 Od x 11/2" EACH SIDE
<br />FLOOR SYSTE
<br />111
<br />ETAL SEAT
<br />ER PLAN
<br />0
<br />OR FELT
<br />2x STUDS TYP.
<br />HEADER SUPPORT
<br />PAPER FOR
<br />TRUS
<br />NO.
<br />OF JACKS & STUDS
<br />MOISTURE
<br />P.T. BOT. PLATE
<br />RECI. AT OPENINGS
<br />. 41.
<br />BARRIER
<br />ISTRAP
<br />[2x4
<br />2x4 RIBBONS
<br />16,
<br />FLOOR TRUSS
<br />OPENING
<br />2" x 4" WALL
<br />2"x6"WALL
<br />STRAPS
<br />1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8"
<br />EAM
<br />SIZE
<br />JACKS
<br />EA END
<br />STUDS
<br />EA END
<br />JACKS
<br />EA END
<br />STUDS
<br />EA END
<br />SIMPSON
<br />GYP. TYPE ")C@ GARAGE ONLY) W/ 13/8"
<br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C
<br />it
<br />L
<br />V4
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LSTA30
<br />CEILING & 8'O/C WALLS
<br />STD. 90 HOOK (SEE DETAIL)
<br />4'-9'
<br />1 (2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) LSTA30
<br />1/2" GYP WE,
<br />8"x8"X16" CONC. KNOCKOUT
<br />"T" CORNER
<br />SEE PLAN FOR REQUIRED
<br />g'-16'
<br />1 (3)
<br />(3)
<br />(2)
<br />(3) 1
<br />(2) LSTA30
<br />INSTALLATION PER
<br />BLK, W/1#5 ROD CONT. FILLED
<br />TYPICAL "T" AND CORNER
<br />CONNECTIONS
<br />CHART ON FLOOR PLAN
<br />SOLID W/GROUT
<br />LOAD BEAR I NG/EXTER IOR FRAME
<br />NOTE: LAP SHEATHING TO BOTTOM OF
<br />ARCHITECTURAL
<br />DETAILS
<br />N
<br />DETAIL (FLOOR
<br />TRUSS) O�
<br />WALL HEADER DETAIL
<br />10�
<br />BAND JOIST TYPICAL
<br />FINISH
<br />SCALE: N.T.S.
<br />(P
<br />SCALE: 1 1/2"=V-0"
<br />� �6
<br />',,, �6
<br />(1) #5 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN & NOTES)
<br />UJ
<br />0 4"x4" INSPECTION PORT AT
<br />U_ :1
<br />= (L EACH FILL CELL TYPICAL
<br />Lu
<br />1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR
<br />BASEBOARD LO TO CUT BLOCK OR POUR
<br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE
<br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH
<br />MUNICIPALITY 410 6" BELOW GRADE
<br />/FINISH GRADE co
<br />A
<br />1-11 IT
<br />Go
<br />6x6 W1.4xW1.4 CD z
<br />WWF OR FIBERMES11
<br />STD. 90 *HOOK
<br />(3) # 5 REBAR ON 3 CH \1 (SEE DETAIL)
<br />W/3" MIN, CLEARANCE 14" 1 V-8"
<br />TYP 2—STORY WALL SECTION
<br />REV. 03.16.21 SCALE: 3/4"=V-0" S6
<br />2ND FLOOR FRAMING - SEE
<br />SECTION J/S6
<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 />SEE FRAMING __�WEEP SCREED
<br />PLAN INSTALLED PER MANUF.
<br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 wl (8) 1 0dx1 1/2"
<br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS
<br />END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT
<br />END INTO 2"x4" BLOCKING IN KO BLOCK
<br />SEE DETAIL 2/D2 FOR 4-L
<br />MORE INFORMATION
<br />2ND FLOOR FRAME CONNECTION
<br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0"
<br />SEE TYP. 2-STORY WALL SECTION
<br />FOR ADDITIONAL INFORMATION.
<br />R
<br />S6
<br />NOTE: SEE TYPICAL WALL SEE SHEATHING
<br />SECTION C/S3 FOR SPECS ON FLOOR
<br />ADDITIONAL INFORMATION
<br />",_112" GYP. W.B. MIN. @
<br />2x BLOCKING HORIZONTALLY— GARAGE SIDE IF APPLICABLE
<br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8"
<br />EXCEEDING 1 V-13" (R302.1 1) EMBEDMENT @ 24" O.C. W/
<br />SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3116" PLATE WASHER
<br />NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN.
<br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.)
<br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
<br />7Ar
<br />A'q A
<br />-.4 A
<br />'A
<br />I I i;—MI I Wj�=,jl � �- (3) #5 CONT. ON 3"
<br />CHAIR W/ 3" MIN.
<br />CLEARANCE
<br />INTERIOR 2-STORY FRAME SECTION 'S
<br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0"
<br />ADDITIONAL SLAB INFORMATION.
<br />S6
<br />2x BLOCKING HORIZONTAL'�
<br />@ INTERVALS NOT
<br />EXCEEDING 10'-0" (R302.1 1)
<br />5/8"DIA. x 10" "J" BOLT W/ 8"
<br />EMBEDMENT @ 24" O.C. W/ TDIA,
<br />x 3/16" PLATE WASHER (MIN.
<br />SHEAR 3500#. MIN, TYPICAL
<br />TENSION 2600#.)
<br />2500 PSI CONCRETE MIN.
<br />SLAB W/ 6x6 W1.4xW1.4
<br />WWF OR FIBERMESH
<br />4.
<br />A
<br />C14
<br />4'"
<br />Ce)
<br />JEE 4
<br />A, A.. 0.
<br />(3)#5 REBAR ON Y CHAIR—/
<br />W/3" MIN. CLEA, MCE
<br />ALTERNATE FOOTING
<br />PLYWOOD SHEATHING NAILED PER NAILING
<br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
<br />2X STUDS @ 16" O/C
<br />7/8" STUCCO FINISH PER ASTM 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 />2X P.T. PLATE
<br />WEEP SCREED INSTALLED PER. MANUF.
<br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0"
<br />ADDITIONAL INFORMATION.
<br />00
<br />FINISH GRADE
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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
<br />Engineers signature and seal.
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