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2x KNEE WALL OR PRE-ENG FLOOR
<br />TR /- STRUCTURAL SHEATHING 11
<br />M USS, STUDS C& 24'O.C. w/ ATTACHMENT PER PLAN, GONT.
<br />ETA16 @ 24- O.C. (MAX.)- THROUGH FLOOR SECTION
<br />NOTE 2.4 VERTICAL INSTALLED 71GHT TO\ 2x FRAME WALL PER PLAN,
<br />TOP AND BOTTOM CHORD * , C
<br />(3)$d TOENAILS AT LOCATIONS NAONT.,2x,PIA *112116d
<br />.07
<br />WHE E EMBEDDED STRAPS C
<br />AND END GABLE TRUSS PANEL EDGE NAILING
<br />VERTICAUS MISAUGNS. - - - - - - - - - FLOOR SHEATHING &
<br />ATTACHMENT PER GEN. NOTES
<br />TRUSS ERPLAN PANEL EDGE NAILING
<br />PER ;��
<br />SHEATHING PER PLAN .. 2.4 BRACING MIN. IT -WIN
<br />V LL, BOND BEAM A LENGTH w/(3)1 Od NAILS END
<br />ALLI GABLE & MIN. (3) FLOOR TRUSS,
<br />&VERT. REINF. PER PLAN
<br />8' CMU WA BRACING SPACED MAX. W-W D.C.
<br />rL0_1Y_1M Tw TO ""', —WIL, -.1f.-
<br />LTM-010
<br />2x FRAME WALL I STRUCT RAIL SHEATHING &
<br />=LPLAN
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<br />2x PLATE W/ (2)1 0 C:
<br />S ,�l
<br />ATTACHMENT PER PLAN, CONT.
<br />FLOOR SHEATHING & ATTACHMENT
<br />THROUGH FLOOR SECTION...
<br />PER GENERAL NOTES
<br />TRUSSIJOIST
<br />PANEL EDGE NAILING
<br />PER PLAN
<br />N
<br />BEAM/GIRDER PER PLAN
<br />PANEL EDGE NAILING
<br />... NO TE: ILO CONT. WALL SHEATHING
<br />SHEATHING PER
<br />INSTALL LSTA1 5 STRAP EA STUD.
<br />PLAN
<br />CORNERS & FLANIUNG ALL OPENINGS.
<br />CENTER STRAP AT TOP OF .IRDER
<br />CMNECnON AT BUM
<br />11/0M023
<br />�2MW
<br />�YNOT
<br />TO SCALE
<br />2x FRAME WALL PER PLAN, CONT. 2x
<br />STRUCTURAL SHEATHING &
<br />2x FRAME WALL PER PLAN, OONT.
<br />2x FRAME WALL PER PLAN, CONT
<br />PLATE W/ (2)1 Sd NAILS 0 EA TRUS.
<br />ATTRACHMENT PER PLAN, COrrT
<br />Zx PLATE wl (2)1 Sd NAI I'S 111 "' 0 C-
<br />.1.....N -1 (2) 10d NAILS @ EA.
<br />2x PLATE wl (2)1 6d NAILS 61 O.0
<br />FLOOR SHEATHING & ATT,I ,.ME.T
<br />,C
<br />T OUGH FLOOR SECTION
<br />PANEL EDGE NAILING
<br />FLOOR SHEATHING & A 'TTACHMENT
<br />T.0
<br />FLOOR SHEATHING & ATTACHMENT
<br />LSTA1 2 9 EA. TRUSS VERTICAL,
<br />PER GENER�L NOTES
<br />IL
<br />(4) led NAILS RIBBON TO EA,
<br />PER GENERAL NOTES
<br />COUPLING NUT, OR THREADED
<br />PER GENERAL NOTES
<br />BEND @ BOTTOM PLATE
<br />TRUSS, TYP TOP & BOTTOM
<br />ROD CU T TO LENGTH
<br />FIELD FRAME 2X4KNEE WALL
<br />Bd NAILS WO.C. WALL
<br />OR PRE-ENG FLOOR TRUSS,
<br />SHEATHING TO EA
<br />STUDS C& 24' D.C., TOE NAIL
<br />TRUSS END LEG
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<br />BOTTOM PLATEiCHORD w)
<br />PANEL EDGE NAILING
<br />1 Od NAILS @ 6- D.C.
<br />TRUSS PER PLAN
<br />P
<br />META16ANCHOR
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<br />SHEATHIN-G
<br />@ EA.TRUSS
<br />TRUSS PER PLAN (2)1.
<br />TRUSS JOIST PER PLAN
<br />0 BOTTOM OF TOP PLATE
<br />PER PLAN
<br />LAN
<br />MU ... BOND SEAM
<br />TOE NAIL TO P
<br />TZ14
<br />SHEATHING
<br />'T 2
<br />1/2' ALL -THREAD 0 32-
<br />O.C. C& ALL CORNERS AND
<br />SHEATHING PER PLAN
<br />2x FRAME WALL PER PLAN
<br />& VERT. REINF. PER PLAN
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<br />MC0-RB(L&;`D-)
<br />LGW-030
<br />2x FRAME WALL PER PLAN,
<br />STRUCTURAL SHEATHING &
<br />2x FRAME WALL PER PLAN
<br />6d
<br />CONT. 2x PLATE w/ (2)16d
<br />W/ (2
<br />ATTACHMENT PER PLAN, CONT.
<br />60 C
<br />NAILS @ 16. O.C.
<br />THROUGH FLOOR SECTION...
<br />HOLD DOWN CONNECTION PER PLAN
<br />FLOOR SHEATHING &
<br />w/ ANCHOR BOLTS OR EPDXY ANCHOR
<br />ATTACHMENT
<br />w/6` MIN. EMBED. (EXPANSION BOLTS
<br />4PER
<br />GENERAL NOTES
<br />TRUSS / JOIST
<br />PANEL EDGE NAILING
<br />ARE NOT ALLOWED)
<br />2x BOTTOM PLATE PER PLAN
<br />PER PLAN
<br />ER PER PLAN
<br />2x BLOCKING @ EA. BRG.
<br />SHEATHING
<br />PER PLAN
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<br />�64
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<br />.. NOTE:
<br />-
<br />PRE-ENGINEERED
<br />ILO CONT. WALL SHEATHING INSTALL
<br />L'
<br />_
<br />USSIJOIST PER PLAN
<br />T R6SS/JOIST
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<br />8'CMU WALL, BOND BEAM &
<br />SEAM
<br />F�LANKING ALL OPENINGS. CENTER
<br />VERT. REINF. PER PLAN
<br />PER MANIL ..
<br />STRAP AT TOP OF BEWGIRDER
<br />CONNECTION AT BEN
<br />NG SMOS TO BMD BW DETAIL
<br />(�j,�,2'-STORY
<br />11/01/2023
<br />2128/2022
<br />NOT TO SCALE
<br />�Z_080
<br />L;;Z60
<br />2x4 LEDGER OR TRUSS TOP
<br />CHORD W (2)12d NAILS TO EA 2x4 LEDGER OR TRUSS TOP
<br />STRUCTURAL SHEATHING & WALL STUD (MAX. 16' D.C.) CONT 2x4 BIL CKINGAFDG STRUCTURAL SHEATHING & CHOP /(2)12dNAILSTOEA
<br />D
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<br />M PLAN, CONT. NAILED TO EA TRUSS THROUGH FLOOR SECTION
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<br />U STRUCTURAL SHEATHING & .1 (3) -Od @ STUD & TOE ATTACHMENT PER PLAN, CONT.
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<br />FLOOR SHEATHING & ATTAC & ATTAC I HMENT PER PLAN CONT. 2x PLATE 2)lid
<br />2� PLATE w/ (2)16d NAILS C& Is- O_C� 2x PLATE w/ (2)16d NAILS @ is' O.C: NAILS @ E�/T(IRUSS
<br />PER GENERAL= FLOOR SHEATHING & ATTACHMENT CONT. 2x4 RIBBON
<br />PER GENERAL NOTES MFLOOR SHEATHING &
<br />I — I — I ATTACH ENT PER GEN. NOTES
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<br />PRE-ENG TRU9S PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER
<br />T EA7
<br />2.=PW OR
<br />PRE-ENG TRUSS PER PLAN
<br />TOP CHORD BEARING
<br />PRE-ENG ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />%
<br />TRU ER TRAF P "
<br />LAN RE;UN. ROOF TRUSS PER
<br />S. ' P� \�MA �UF EF
<br />ST., ;F PLA,
<br />j
<br />8,� CMU WALL,BOND BEAM 10d NAIL TO EA VERTICAL & TO
<br />8'CMU WALL, BOND BEAM
<br />(2) 2x6 LEDGER wl 1/4" x 5�
<br />CONT. 2.4 RIBBON TRUSS BOTTOM CHORD OR
<br />& VERT. REI F. PER PLAN BOTTOM PLATE/CHORD @ 16`O.C.
<br />& VERT. REINF. PER PLAN
<br />SOS SCREW TO EA TRUSS
<br />2x LEDGER Dd NAIL
<br />VERTICAL & TO BOTTOM
<br />PLATE/CHORD @ B'O.C.
<br />_ .." wl (2)1
<br />B'CMU WALL, BOND BEAM TO CONT. RIBBON 9 1 V O.C.
<br />& VERT. REINF. PER PLAN
<br />"NOTE:
<br />NOTE:
<br />DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />TO �W"f ff �WXI @ IN �RV
<br />FLOOR TO MASONRY WALL @ LOW ROOF 2128/2022
<br />FLOOR TO MASONRY WALL @ LOW ROOF 12J1712021
<br />&NO;TOSCALE
<br />\_,/NOT TO SCALE LTM-110
<br />SCALE
<br />20
<br />�;;7130
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER PLAN, COW.
<br />STRUCTURAL
<br />2�4 BLOCKING BETWEEN EA
<br />THROUGH FLOOR SECTION
<br />VA
<br />CONT. 2X4 BLOCKING/LEDGER
<br />SHEATHING
<br />TRUSS (OR CONTINUOUS AS
<br />2x FRAME WALL PER
<br />W �LE)lDd @ EA STUD & TOE
<br />NA To EATRUSS
<br />CONTINUOUS
<br />TRUSS ALLOW) /(3) 10d TOE
<br />IN IL TO
<br />PLA
<br />(AN, CONT. 2� PLATE W
<br />2),6d NAILS C) 16' O.C.
<br />W
<br />__
<br />BEAM/GIRDER PER PLAN
<br />fj
<br />STRUCTURAL SHEATHING
<br />& ATTACHMENT PER PLAN
<br />CO
<br />EDGE NAILING PER
<br />FLOOR SHEATHING &
<br />' SHEATHING &
<br />'LA
<br />P�R PLAN
<br />DETAILS
<br />AUSSES
<br />ATT'ACHMENT
<br />ACHM PER
<br />G RA TES
<br />ENERAL No
<br />EDGE NA
<br />!
<br />7
<br />SHEATH ING
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<br />Fieldstone
<br />TRUSS JOIST
<br />A BIDS 9
<br />EA'TxRUSS
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<br />PLA
<br />TRUSSNOIST PER PLAN
<br />OST
<br />PRE -ENG ROOF TRUSS PER
<br />SHEATHING
<br />PER PLAN
<br />PER PLAN
<br />HTU26 OR
<br />C.O.A.# ARCHITECURE:
<br />SHEATHING PER PLAN
<br />MANUF., HTU26 OR HANGER
<br />PER MA NF, U.N.O.
<br />U
<br />BEAM OR
<br />HANGER PER
<br />AA26002802
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<br />EDGE NAIL SHEATHING
<br />FLOOR
<br />TRUSS
<br />-NOTE: WA
<br />TOTHE WHTINGIVE
<br />C.O.E.# ENGINEERING:
<br />GIRDER
<br />BEING CONTINOUS TO THE
<br />BEAM BELOW IS TO USE LSTAI 2
<br />29349
<br />... NOTE:
<br />@ EA STUD ABOVE TO BEAM
<br />13 IBRAHEM E
<br />ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP
<br />BELOW
<br />Z:
<br />EA STUD, CORNERS & FLANIONG ALL OPENINGS.
<br />P.E.# 91476
<br />CENTER STRAP AT TOP OF BEAMiGIRDER
<br />0 BENJAMIN NIESE, PE
<br />E
<br />2 CONNECRON AT BEAM 8118/2022
<br />2- STORY CONNEM AT BEAM W/ LOW ROOF MOD (511=022)
<br />Ax
<br />L16
<br />L18
<br />P.E.# 86025
<br />10:, to
<br />NOT TO SCALE
<br />LGG-160
<br />OT TO SCALE
<br />LGG-184(IE-450)
<br />06/20/2024
<br />DATE
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<br />P 2 E s
<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FIL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />SHEET NAME
<br />DETAILS
<br />FLOOR
<br />SHEET #
<br />S4.3
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