|
2x KNEE WALL OR PRE£NG FLOOR
<br />STRUCTURAL SHEATHING &
<br />TRUSS, STUDS ® 24. O.C. w/
<br />ATTACHMENT PER PLAN, CONT.
<br />META161& 24. O.C. (MAT(.)••
<br />THROUGH FLOOR SECTION
<br />•• NOTE: 2x4 VERTICAL INSTALLED TIGHT TO
<br />2. FRAME WALL PER PLAN,
<br />TOP AND BOTTOM CHORD*
<br />CONT. 2x PLATE w/ (2)16d
<br />(3TBd TOENAXS AT LOCATIONS
<br />WHERE EMBEDDED STRAPS
<br />NAILS ® 16. O.C.
<br />AND END GABLE TRUSS
<br />PANEL EDGE NNUNG
<br />vER71CALS MISN.M,NS. _ - _ - _ - - -
<br />FLOOR SHEATHING a
<br />-
<br />O
<br />ATTACHMENT PER GEN, NOTES
<br />IO TRUSS PER PLAN
<br />PANEL EDGE NAILING
<br />SHEATHING PER PLAN
<br />2.4 BRACING MIN. V' W IN
<br />V CMU WALL. BOND BEAM _
<br />LENGTH w/(3)l Od NAILS END
<br />6 REINF.
<br />GABLE & MIN. ) FLOOR TRUSS,
<br />BRACING SPAC3ED MAX- 5-0' O.C.
<br />pVLELRT�. �PE�/RyPL�ALN/ L�,' t
<br />�1
<br />fLA/lIT1TI1VJx7TOMAS /LR11 ►1/Yl
<br />11/01/2023
<br />LTM-010
<br />2x FRAME WALL PER PLAN• CONT.
<br />STRUCTURAL SHEATHING &
<br />2x PLATE w/ (2)16d NAILS @ 16. O.C.
<br />ATTACHMENT PER PLAN, CONT.
<br />FLOOR SHEATHING 8 ATTACHMENT
<br />THROUGH FLOOR SECTION...
<br />PER GENERAL NOTES
<br />7RUSSMOIS7
<br />PANEL EDGE NAIUNG
<br />PER PLAN
<br />BEAWGIRDER PER PLAN
<br />PANEL EDGE NAILING
<br />••• NOTE: ILO CONT. WALL SHEATHING
<br />SHEATHING PER INSTALL LSTA15 STRAP EA STUD,
<br />PLAN CORNERS & FLANKING ALL OPENINGS.
<br />STRAP AT TOP OF BEAM/GIRDER
<br />/spy /yy���[/��yy� p����CENTER
<br />�12VLVn1 CONNI UAT
<br />DGIYII
<br />ttrotn023
<br />JNOT TO SCALE
<br />LGG-070
<br />2x4 LEDGER OR TRUSS TOP
<br />CHORD (2)12d NAILS TO EA
<br />STRUCTURAL SHEATHING 8 WALL STUD
<br />D (MAX. 16' O.C.)
<br />ATTACHMENT PER PLAN,CONT. r STRUCTURAL SHEATHING
<br />THROUGH FLOOR SECTION 1 & ATTACHMENT PER PLAN
<br />2x FRAME WALL PER PLAN, CONT.
<br />2x PLATE w/ (2)16d NAILS 0 16' O.C.
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES
<br />x�,l�l1l�F14
<br />TRUSS PER PLAN PRE-ENG ROOF TRUSS PER
<br />2x KNEE WALL OR MANUF.. STRAP PER PLAN
<br />PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER
<br />8' CMU WALL, BOND BEAM w/ 1 Od NAIL TO EA VERTICAL & TO
<br />& VERT. REINF. PER PLAN BOTTOM PLATE/CHORD p Is- O.C.
<br />• 'NOTE:
<br />DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />2x FRAME WALL PER PLAN. CONT. 2x
<br />STRUCTURAL SHEATHING &
<br />2x FRAME WALL PER PLAN, CONE.
<br />2x FRAME WALL PER PLAN. CONT.
<br />PLATE w/ (2)16d NAILS ® EA TRUSS
<br />ATTACHMENT PER PLAN, CONT.
<br />2x PLATE w/ (2)16d NAILS 0 16' O.C.
<br />2x RIBBON w/ 12) tOd NAILS (� EA.
<br />2x PLATE w/ (2)16d NAILS ®16' O.C.
<br />FLOOR SHEATHING & ATTACHMENT
<br />THROUGH FLOOR SECTION
<br />PANEL FAGS RIBBON
<br />FLOOR SHEATHING & ATTACHMENT
<br />TRUSS
<br />FLOOR SHEATHING & ATTACHMENT
<br />LSTA12 ®EA. TRUSS VERTICAL.
<br />PER GENERAL NOTES
<br />(4) 1 SO 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 CUT TO LENGTH
<br />FIELD FRAME 2X410NEE WALL
<br />Bd NAILS 3.O.C. WALL
<br />OR PRE-ENG FLOOR TRUSS,
<br />SHEATHING TO EA.
<br />STUDS ®24. O.C.. TOE NAIL
<br />TRUSS END LEG
<br />BOTTOM PLATE/CHORD w/
<br />PANEL EDGE NAILING
<br />1 od NAILS ®6.O.C.
<br />TRUSS PER PLAN
<br />METAI6 ANCHOR
<br />LSTA15 ®EA. VERTICAL, BEND
<br />SHEATHING
<br />® EA. TRUSS
<br />TRUSS PER PLAN w/ Iz,tOtl
<br />TRUSS /JOIST PER PLAN
<br />® BOTTOM OF TOP PLATE
<br />OPER PLAN
<br />-
<br />8' CMU WALL, BOND BEAM
<br />TOE NAIL TO TOP PLATE
<br />SHEATHING PER PLAN
<br />1/7 ALL -THREAD ® 37
<br />O.C. Q ALL CORNERS AND
<br />SHEATHING PER PLAN
<br />2x FRAME WALL PER PLAN
<br />& VERT. REINF. PER PLAN
<br />__
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<br />TRUSS TO M MTA\T1I WAL
<br />11/0112023
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<br />�1 R= 1IlYW(WL�7I TO FITMIL
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<br />AU 11/30/2023
<br />R= LLIVW/ WLJL TO fTYV11GWAU
<br />/ \RJTI
<br />Lvc r
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<br />wco
<br />12/1712021
<br />NOT TO SCALE
<br />LTM-020
<br />MOD.RB(LGW-020)
<br />LGW-M
<br />2. FRAME WALL PER PLAN,
<br />STRUCTURAL SHEATHING &
<br />2x FRAME WALL PER PLAN
<br />CONT. 21 PLATE w/ (2)16d
<br />ATTACHMENT PER PLAN, CONT,
<br />NAILS La Is- O.C.
<br />THROUGH FLOOR SECTION...
<br />HOLD DOOM CONNECTION PER PLAN
<br />FLOOR SHEATHING &
<br />w/ ANCHOR BOLTS OR EPDXY ANCHOR
<br />w/6' MIN. EMBED. (EXPANSION BOLTS
<br />ATTACHMENT PER
<br />ARE NOT ALLOWED)
<br />GENERAL NOTES
<br />TRUSS / JOIST
<br />PANEL EDGE NAILING
<br />2x BOTTOM PLATE PEA PLAN
<br />PER PLAN
<br />BEAM/GIRDER PER PLAN
<br />2x BLOCKING @ EA. BAG.
<br />SHEATHING
<br />PER PLAN
<br />PANEL EDGE NAILING
<br />STUD PER PLAN AS SHOWN
<br />•••NOTE:
<br />_
<br />PRE-ENGINEERED
<br />ILO CONT. WALL SHEATHING INSTALL
<br />TRUSS/JOIST PER PLAN
<br />TRUSS/JOIST CONNECTION 70
<br />ION
<br />LS7A15 STRAP EA STUD, CORNERS &
<br />W CMU WALL. BOND BEAM &
<br />PER
<br />P
<br />FLANKNG ALL OPENINGS. CENTER
<br />VERT REINF. PER PLAN
<br />STRAP AT TOP OF BEAM/GIFIDER
<br />�}/�py /�/�IM�BEAM
<br />BM
<br />��2171VIli CONN TION AT OCML
<br />IN�V TO DIAW OGIVII YLI�L
<br />11/01/2023
<br />JIVW 2/28/2022
<br />SIP
<br />TO SCALE
<br />G-NOT
<br />LGG-080
<br />Cl;;LM-260
<br />STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP
<br />CONT. 2x4 BLOCKINGILEDGER CHORD w/ (2)12d NNLS TO EA
<br />STRUCTURAL SHEATHING 8 w/ (3)10d @ EA STUD &TOE ATTACHMENT PER PLAN, COOT. WALL STUD (MAX. 18' O.C.)
<br />ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION
<br />THROUGH FLOOR SECTION NAILED TO EA TRUSS STRUCTURAL SHEATHING
<br />2x FRAME WALL PER PUW, CONT. STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, & ATTACHMENT PER PLAN
<br />2x PLATE w/ WALL NAILS AN. - O.C. & ATTACHMENT PER PLAN CONT. 2x PLATE W 12)16d
<br />NAILS (P EA TRUSS
<br />FLOOR SHEATHING &ATTACHMENT
<br />PER GENERAL NOTES COOT. 2x1 RIBBON
<br />FLOOR SHEATHING &
<br />ATTACHMENT PER GEN. NOTES
<br />TRUSS PER PLANOR
<br />-� /
<br />TOP CHORD BEARING
<br />2x KNEE WALL OR
<br />�
<br />PRE-ENG ROOF TRUSS PER
<br />PRE-ENG TRUSS PER PLAN
<br />MANUF., STRAP PER PLAN
<br />8' CMU WALL, BOND BEAM
<br />(2) 2x6 LEDGER w/ 1/4• x 5•
<br />&VERT. REINF. PER PLAN
<br />SIDS SCREW TO EA TRUSS
<br />VERTICAL & TO BOTTOM
<br />PLATE/CHORD (9 Il' O C.
<br />•• NOTE:
<br />DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />TRUSS PER PLAN MANUF.. ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />CONT. 2.4 RIBBON TRUSS BOTTOM CHORD OR
<br />8' CMU WALL, BOND BEAM 2x LEDGER wl (2)1od NAIL
<br />& VERT. REINF. PERPLAN TO CONT. RIBBON W 16. O.C.
<br />••NOTE
<br />DETNL W21S REQUIRED TO ACCOMPANY THIS DETAIL
<br />L11 F OOR TO MASONRY 4t�@LOW ROOF 2128/2022 &NO-�TO
<br />FLWI1 T011VM71A\Tll tt�@Wit I1WF 2/26/202z &NO;
<br />LWII TD IIVk7V1\T1114�@Wrt I1WF 12172oz1
<br />NOT TO SCALE LTM-110 SCALE LTM-120 TO SCALE LTM-130
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER PLAN, CONT.
<br />STRUCTURAL
<br />THROUGH FLOOR SECTION
<br />2x4 BLOCKINGA.EDGER
<br />SHEATHING
<br />2x FRAME WALL PER
<br />WONT.
<br />/ (3)IOd (P EA STUD & TOE
<br />CONTINUOUS
<br />PLAN, CONT. 2x PLATE w/
<br />NAILED TO EA TRUSS
<br />2z S
<br />(2)16d NAILS ® I6- O.C.
<br />STRUCTURAL SHEATHING
<br />BEAM/GIRDER PER PLAN
<br />& ATTACHMENT PER PLAN
<br />CO
<br />FLOOR SHEATHING &
<br />FL
<br />PER PLAN
<br />ATTACHMENT PER
<br />GENERAL NOTES
<br />EDGE NAIL
<br />SHEATHING
<br />TRUSS / JOIST
<br />TRUSS/JOIST PER PLAN
<br />PRE-ENG ROOF TRUSS PER
<br />PER PLAN
<br />MANUF., HTU26 OR HANGER SHEATHING
<br />PER PLAN
<br />SHEATHING PER PLAN
<br />PER MAUNF., U.N.O.
<br />BEAM OR
<br />EDGE NAIL SHEATHING
<br />FrRussLOOR
<br />GIRDER
<br />••• NOTE:
<br />ILO CONT. WALL SHEATHING INSTALL LSTA75 STRAP
<br />EA STUD, CORNERS & FLANKING ALL OPENINGS.
<br />CENTER STRAP AT TOP OF BEAM/GIRDER
<br />L1 s 2,STOAY CONNECTION AT KAMI e & 21T22
<br />NOT TO SCALE LOG-160
<br />214 BLOCKING WI*EEN EA
<br />TRUSS (OR CONTINUOUS AS
<br />TRUSS ALLOW) w/(3) 10d TOE
<br />N0.4M.jQ FA JfikSS.A NL To
<br />EDGE NAILING PER
<br />DETAILS MUSSES
<br />tA•TR SDS Q
<br />EA TRUSS
<br />HTU26 OR
<br />HANGERPER
<br />-NOTE: NE
<br />TO THEW NN
<br />BEING CONTINOUS TO THE
<br />BEAM BELOW IS TO USE LSTA12
<br />(9 EA STUD ABOVE TO BEAM
<br />BELOW
<br />L1$ 2. JTVTTL CON EV ION AT OCIYII tt' Wit I11/NF MOD (5/102022)
<br />OT TO SCALE LGG-18411E♦50)
<br />OHO Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:
<br />29349
<br />O IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />■ BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/15/2024
<br />DATE
<br />VIC
<br />_ No.
<br />�Q STATE OF
<br />MXORIDZA\O' . '?�•
<br />Fs
<br />I11111
<br />Michigan
<br />3400 Auburn
<br />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, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />DRAWN BY: FAE
<br />VERSION: 5.0
<br />SHEET NAME
<br />DETAILS -
<br />FLOOR
<br />SHEET #
<br />S4.3
<br />
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