|
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED. PER
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL
<br />12
<br />PRE ENGINEERED
<br />WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS
<br />O.C. MAX. SHINGLE ROOF
<br />SHINGLE ROOF
<br />INSULATIO
<br />15/32" CDX PLYWOOD OR 7/16"
<br />BAFFLE
<br />O.S.B. (SEE ROOF NAILING
<br />INSULATION P
<br />SCHEDULE ON SHT SN1)
<br />CHART ON FLOOR
<br />PAN
<br />ALUMINUM DRIP EDGE
<br />ALUMINUM FASCIA
<br />5/8" OR 1/2"HIGH STRENGTH CEILING
<br />12x SUB FASCIA
<br />BOARD PER CODE W/ 1 3/8" DRYWALL
<br />NAILS OR DRYWALL SCREWS 7" 0/C
<br />SEE SOFFIT SHEET
<br />CEILING & 8" O/C WALLS
<br />ATTACHED WALL SHEATHING TO
<br />1/2" GYP WB
<br />(2) TOP PLATE WI 8d @ 4"
<br />- DOUBLE 2x S.P.F. TOP PLATE
<br />O.C., 2 ROWS
<br />1x2 NAILEP.
<br />~ PLYWOOD SHEATHING
<br />' 2X BLOCKING @ EA. WALL
<br />� NAILED PER NAILING SCHEDULE SEE DETAIL C/S6
<br />SHEATHING JOINT
<br />� FOR MORE INFO
<br />W
<br />16" O.C. 2X S.P.F. STUDS
<br />o i
<br />W/ (4) 16d TOENAILS TO TOP PLATE
<br />O `� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926
<br />2x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER
<br />� F METAL LATH. FIRST 2 LAYERS 3l8"THICK EACH. 3RD
<br />3/4"PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1l8" THICK.
<br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD
<br />� = INSULATION PER
<br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB
<br />CHART ON FLOOR PLAN
<br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C
<br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R
<br />SQ. FT. OF FLOOR AREA &SEALED PENATRATION
<br />AREA W/
<br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6
<br />SPACE INTO APPROX. EQUAL AREAS.
<br />FLOOR SYSTEM
<br />ETALSEAT
<br />ER PLAN
<br />O OH FELT
<br />PAPER FOR
<br />MOISTURE
<br />BARRIER
<br />' a.a 1
<br />1/2"HIGH STRENGTH OR 5/8" GYP WB (OR 5/8"
<br />GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8"
<br />DRYWALL NAILS OR DRYWALL SCREWS 7" 0/C
<br />CEILING & 8' 0/C WALLS
<br />'./2" GYP WB
<br />INSTALLATION PER
<br />CHART ON FLOOR PLAN
<br />NOTE: LAP SHEATHING TO BOTTOM OF
<br />BAND JOIST TYPICAL
<br />c
<br />.�
<br />r
<br />M
<br />6x6 W1.4xW1.4
<br />WWF OR FIBEI
<br />1x WD FURRING @ 24" O.C.
<br />BASEBOARD
<br />MIN. 2500 PSI CONC. SLABI
<br />MIN. PSI MAY VARY PER
<br />MUNICIPALITY
<br />'" �IIIIII�IIIIII�II IIIII
<br />'III —III —I I � III
<br />a.
<br />STD. 90 HOOK (SEE DETAIL)
<br />8"x8"X16" CONC. KNOCKOUT
<br />BLK. W/1#5 ROD CONT. FILLED
<br />SOLID W/GROUT
<br />ARCHITECTURAL
<br />FINISH
<br />—
<br />(1) #5 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN &NOTES)
<br />M
<br />�
<br />4"x4"INSPECTION PORT AT
<br />�
<br />a
<br />EACH FILL CELL TYPICAL
<br />w
<br />v�
<br />a
<br />a
<br />AT GARAGE CONTRACTOR
<br />M
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />NOTE: EXTEND DECO FINISH
<br />�4"to 6" BELOW GRADE
<br />=1NISH GRADE
<br />.,,,,,' I�,,,III,,,III,�,II����_��
<br />(3) # 5 REBAR ON 3" CHAIR — —III— STD. 90 `HOOK
<br />'—"'— (SEE DETAIL)
<br />W/3"MIN. CLEARANCE 4" 1'-8"
<br />TYP 2-STORY WALL SECTION kl
<br />SCALE:3/4"=1'-0" S6
<br />,
<br />o z
<br />_ �
<br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO
<br />r,,..�,,,..,.,_,.,,,,,r„�..,...,.,,,_._�. „_,,..
<br />2nd FLO
<br />BEAM/GI
<br />2ND FLOOR FRAME CONNECTION
<br />SEE J/S-6 FOR ADDITIONAL INFORMATION.
<br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"
<br />NAILS TO STUD & (8) 10d x 1 1i2" TO BAND
<br />JOIST AT EA. STUD � /
<br />2nd FLOOR WALL—�
<br />� � • ��1
<br />'�SIMPSON LTP4 w/
<br />(12) 8d x1 1/2" NAILS
<br />@ 24" O.C.
<br />1st FLOOR WALL "' \
<br />SIMPSON LSTA24 STRAP w/ (8) 10d 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 />FLOOR TRUSS
<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 W/
<br />' O.C.
<br />IOR TRUSS/JOIST
<br />2"x BOT. PLATE W/
<br />(2) 10d @ 6" O.C.
<br />NOTES: *USE
<br />LTP4 &EXTEND
<br />SHEATHING TO
<br />BOTTOM OF RIM
<br />BOARD/BAN D
<br />JOIST FOR
<br />SHEAR WALL
<br />ONLY.
<br />"T" CORNER
<br />TYPICAL "T" AND CORNER
<br />DETAILS N
<br />SCALE: N.T.S. SG
<br />2ND FLOOR FRAMING -SEE
<br />SECTION J/S6
<br />DECKING ATTACHED WALL SHEATHING
<br />TO BOTTOM PLATE/CHORD W/ 8d
<br />@ 4" 0/C, 2 ROWS STAGGERED
<br />FLOOR TRUSS SEE FRAMING PLAN
<br />SEE FRAMING
<br />WEEP SCREED
<br />PLAN
<br />•�
<br />INSTALLED PER. MANUF.
<br />2"x4" CRGSS BRACE @ 48"
<br />SIMPSON HETA20 w/ (8) 10dx1 1/2"
<br />0/C FOR THE 1ST 2'-0" OF
<br />NAILS @ 24" O.C. INTO TRUSS
<br />END WALL W/ (2)10dx3" @ EA.
<br />BLOCKING & MIN. 4" EMBEDMENT
<br />END INTO 2"x4" BLOCKING
<br />IN KO BLOCK
<br />SEE DETAIL 2/D2 FOR
<br />MORE INFORMATION
<br />2ND FLOOR FRAME CONNECTION R
<br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S�
<br />SEE TYP. 2-STORY WALL SECTION
<br />FOR ADDITIONAL INFORMATION.
<br />2x STUDS @ 1"" ^ ^
<br />2"x BOT. PLATI
<br />PRE-ENGINEE
<br />FLOOR TRUS:
<br />FLOOR CONNECTION
<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) 10dx1 1/2"
<br />NAILS AT EA. TRUSS w/MIN. 4"
<br />EMBEDMENT IN KO BLOCK
<br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0"
<br />FOR ADDITIONAL INFORMATION.
<br />w
<br />w
<br />❑
<br />O
<br />B
<br />i
<br />15/32" OSB
<br />EXPOSUREI
<br />SHEATHING
<br />x
<br />X
<br />PROVIDE
<br />BLOCKING AS
<br />REQUIRED PER
<br />D
<br />❑ SECTION X-X IF
<br />� NOT FULL
<br />HEIGHT SHEET
<br />C
<br />z
<br />G
<br />FLOOR
<br />SYST
<br />M
<br />(2)- 2x TOP PLATE
<br />BEYOND I
<br />15/32" OSB
<br />F
<br />EXPOSUREI �
<br />SHEATHING w
<br />SOLID 2x �
<br />C
<br />BLOCKING @ALL
<br />C
<br />SHEATHING O
<br />EDGES (SEE
<br />OPENING
<br />SECTION X-X
<br />�- U
<br />C
<br />x
<br />� w
<br />x
<br />E
<br />H
<br />2x STUDS
<br />BEYOND. �
<br />SEE PLAN ❑
<br />O
<br />I �2x4 P.T. BASE
<br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND
<br />BLOCKING SEE PLAN
<br />BETWEEN FLOOR WALL SHEATHING
<br />SYSTEM �ninl I rl r�inri�ni n�n�nnnn
<br />3/8" "S" =NAIL
<br />SPACING
<br />S 3/4"
<br />1/2"
<br />SINGLE NAIL EDGE SPACING DOU
<br />AT ALL PANEL BLOCKING
<br />LOCATIONS SHALL BE MIN 2x4 #2
<br />SPF TURNED VERTICAL w/ 7/16"
<br />FLITCH PLATE TO w/ (2) 12d
<br />TOENAILS EA. END. NAIL FLITCH
<br />PLATE TO VERTICAL w/ (4) 8d NAILS
<br />(2) 8d NAILS @ 3" O.C.
<br />STAGGERED FOR SHEATHING
<br />VERTICAL BLOCKING
<br />SECTION X-X
<br />S
<br />1/2"
<br />S 1/2"
<br />EDGE SPACING
<br />WALL SHEATHING MAYBE 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 MINIMUMy"
<br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
<br />o
<br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
<br />�
<br />PENETRATE SURFACE MORE THAN Y".
<br />?
<br />O NAIL AT BASE 2 ROWS @ 4" O.C, w/ 8d COMMON NAIL
<br />O
<br />B� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL
<br />z
<br />w�
<br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.
<br />O �
<br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
<br />u=i
<br />O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C.
<br />� ❑
<br />w/ 8d COMMON NAIL
<br />J
<br />o LL � O �
<br />O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER
<br />� } ¢ � O in
<br />wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT.
<br />¢ ccrOOcn
<br />z � w � LL �
<br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL
<br />N w p O
<br />MEMBER IF GABLE END
<br />"� L`
<br />NOTE:
<br />C WALL SHEATHING INSTALL.
<br />�6 &NAILING SCHED.
<br />REVISION 12-7-2020
<br />2-ROWS 12d NAILS
<br />STAGGERED @ 12" 0/C EACH
<br />FACE OR 3-ROWS 12d NAILS
<br />STAGGERED @ 12" 0/C FOR
<br />2"x10" OR GREATER HEADER
<br />SEE FLOOR PLAN NOTES FOR
<br />REQUIRED CONNECTION
<br />(2) 2x HEADER SEE FLAN
<br />S4 INTERIOR HEADER:
<br />BOX HEADER (1) 2x SILL PLATE W/ (2)
<br />ONLY 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) 10d x 1 1/2" EACH SIDE
<br />2x STUDS TYP.
<br />P.T. BOT. PLATE
<br />RIBBONS pp"rTF,4� FLOOR TRUSS /
<br />FN/iy �'Q BEAM
<br />DETAIL FLOOR TRUSS 0
<br />SCAL E: 1 1 /2"=1'-0" S 6
<br />NOTE: SEE TYPICAL WALL
<br />SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />(1) ROW OF 2x BLOCKING @MID
<br />HGT. FOR WALL HGT. 5 8'-6". (2)
<br />ROWS OF 2x BLOCKING @ 3rd
<br />PTS FOR WALL HGT. > 8'-6"
<br />SIMRSON SP1 wl (10) 10d
<br />NAILS AT EA. STUD
<br />2 x STUDS @ 16" O.C.
<br />2X P.T. PLATE
<br />SEE SHEATHING
<br />SPECS ON FLOOR
<br />1/2" GYP. W.B. MIN. @
<br />GARAGE SIDE IF APPLICABLE
<br />5/8"DIA. x 10" "J" BOLT W/ 8"
<br />EMBEDMENT @ 24" O,C. W/
<br />2"DIA.X 3/16" PLATE WASHER
<br />(MIN. SHEAR 3500#. MIN.
<br />TYPICAL TENSION 2600#.)
<br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH
<br />v
<br />fin/ a
<br />a. d '. _ _
<br />. � I ICI -ICI `�
<br />1�.. �� : a � � � �° I I1111111111�1=
<br />8" 1 1'-8" 1 8" I CHAIR W/ 3" MIN.
<br />1 l CLEARANCE
<br />INTERIOR 2-STORY FRAME SECTION
<br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0"
<br />ADDITIONAL SLAB INFORMATION.
<br />T��
<br />S�oFA�pO�
<br />N
<br />2x CRIPPLES @ —
<br />16" O.C. W/ (2) 12d
<br />TOENAILS T/B
<br />10d NAILS @
<br />8" 0/C TYP.
<br />DOUBLE 2x
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />SEE PLAN FOR REQUIRED
<br />CONNECTIONS
<br />SECOND FLOOR LOAD BEARING/EXTERIOR
<br />FRAME WALL HEADER DETAIL
<br />(2) ROWS OF 2x BLOCKING
<br />ATTHIRD POINTS
<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 W/ 6x6 W1.4xW1.4
<br />� WWF OR FIBERMESH
<br />� n
<br />M
<br />S6
<br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X21/2"
<br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE
<br />SURFACE MORE THAN 1/8".
<br />HEADER SUPPORT
<br />N0. OF JACKS &STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />2" x 4" WALL
<br />2" x 6" WALL
<br />STRAPS
<br />SIZE
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />SIMPSON
<br />1'-4'
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) LSTA30
<br />4'-9'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) LSTA30
<br />9'-16'
<br />(3)
<br />(3)
<br />(2)
<br />(3)
<br />(2) LSTA30
<br />PLYWOOD SHEATHING NAILED PER NAILING
<br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO
<br />2X STUDS @ 16" 0/C MAR 2 a 202�
<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 �IrtUal R�Vi�w Assis#, i�c_
<br />WEEP SCREED INSTALLED PER. MANUF. �l�nS ReVI@tN C®InplEtBti 8'n8 approv'e�
<br />,� , , as . qe for complian�� �itl� the ?fl21� f�C 7th E��1��
<br />N e _ ° . �� � by ��'b't•a Anne I�l� :P��3A�9
<br />� -I I_ I I=III_ ° a a FINISH GRADE
<br />—I -III 'd, . a ° a� , a. I I-
<br />-III—� I— � � a . I I =
<br />d
<br />III-1 I I=1 I I
<br />(3) # 5 REBAR ON 3"CHAIR 4" 1'-8"
<br />W/3" MIN. CLEARANCE
<br />ALTERNATE FOOTING
<br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0"
<br />ADDITIONAL INFORMATION.
<br />V
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<br />STRUCTURAL
<br />DETAILS -MONO
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