|
2x KNEE WALL OR PRE-ENG FLOOR
<br />STRUCTURAL SHEATHING &
<br />TRUSS. STUDS 4 QC.
<br />ATTACHMENT PER PLAN, CONT
<br />META1 6 @ 24' 1— N
<br />C
<br />T
<br />THROUGH FLOOR SECTION
<br />NOTE 214 VERTI��.IN!T_D TIGKT TO
<br />'CAL' To
<br />ZK FRAME WALL PER PLAN.
<br />TOP AND BOTTOM
<br />CONT 21 PLATE./ (2)16d
<br />(3)8d TOENAP S AT
<br />WHE EMBEDDED STRAPS
<br />NALS 0 is- Qc�
<br />AND END GABLE TRUSS
<br />PANEL EDGE NAILING
<br />VERTr_ALS MISAILIGNS
<br />FLOOR SHEATHING &
<br />ATTACHMENT PER GEN NOTES
<br />TRUSS
<br />PER PLAN
<br />PANEL EDGE NAILING
<br />SHEATHING PER PLAN
<br />2.4 BRACING MIN. VV IN
<br />Ir CMU WALL, BOND BEAM
<br />LENGTH .1(3)10d NAILS END
<br />& VERT. REINF. PER PLAN
<br />GABLE & MIN* (3) FLOOR TRUSS,
<br />BRACiNG SPACED MAX. 5'4Y OZ
<br />TROMMASONRYWALL
<br />L 1
<br />11/01 2023
<br />Z_f
<br />LTM-010
<br />2x FRAME WALL PERPLAN CONT
<br />STRUCTURAL SHEATHING &
<br />Zx PLATE w/ (2)16d NAILS 0 ;6. Qc
<br />0 C
<br />ATTACHMENT PER PLAN, CONT
<br />FLOOR SHEATH114G & ATTACHMENT
<br />T11ROUGH FLOOR SECTION...
<br />PER GENERAL NOTES
<br />TRUSSIJOIST
<br />PANEL EDGE NAILING
<br />PER PLAN 7
<br />BEAM/GIRDER PER PLAN
<br />PANEL EDGE NAILING
<br />... NOTE: ILO CONT. WALL SHEATHING
<br />SHEATHING PER INSTALL LSTAIS STRAP EA STUD,
<br />PLAN CORNERS & FLANKING ALL OPENINGS.
<br />CENTER STRAP AT TOP OF BEAMIGIRDER
<br />MW MaMN AT BW
<br />L1
<br />11/01/2023
<br />NQ�TO SCALE
<br />LGG-070
<br />2.4 LEDGER OR TRUSS TOP
<br />CHORD / (2)12d NAILS TO EA
<br />STRUCTURAL SHEAI,-..G . WALL STUD (MAX. 16- O.C.)
<br />, C.NT
<br />ATTACHMENT PER PLAP, STRUCTURAL SHEATHING
<br />THROUGH FLOOR SECTION & ATTACHMENT PER PLAN
<br />2x FRAME WALL PER PLAN, CONT
<br />2x PLATE wl (2) 16d NAILS 0 16' O.C.
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES
<br />TR1JSS PER 7 \� PRE-ENG ROOF TRUSS PER
<br />2x KNEE WAI OR MANUF.. STRAP PER PLAN
<br />PRE�F LAN �T TOM C ORD OR ZK LEDGER
<br />_NG TRUSS PER TRUSS BOT H
<br />w CMU WALL BOND BEAM / 10d NAIL TO EA VERTICAL & To
<br />, VERT. REINF. PER PLAN BOTTOM PLATE/CHORD @ 16* QC,
<br />'-NOTE:
<br />DETAIL LDI IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />2x FRAME WALL PER PLAN, CONT. 2x
<br />STRUCTURAL SHEATHING &
<br />PLATE w/ (2)16d NAILS 0 EA TRUSS
<br />ATTACHMENT PER PLAN, CONT
<br />FLOOR SHEATHING & A=HMIENT
<br />T
<br />THROUGH FLOOR SECTION
<br />PER GE S
<br />IN NOTES
<br />PANEL EDGE NAILING
<br />14) 1 8d NAILS RIBBON TO Ek
<br />TRUSS. TYP TOP & BOTTOM
<br />Od NAILS TO.C. WALL
<br />SHEATHING TO EA.
<br />TRUSS END LEG
<br />�ER
<br />PANEL EDGE NAILING
<br />PLAN
<br />TRUSS PER PLAN
<br />P
<br />ETA16ANCHOR
<br />S,AHEATHINGY
<br />3
<br />EA_ TRUSS
<br />AN
<br />PER PLAN
<br />CMU WALL, BOND BEAM
<br />& VERT. REINF. PER PLAN
<br />WSONWWALL
<br />(1-02 WMTREM
<br />11/0112023
<br />\__/NOT TO SCALE
<br />LTM_020
<br />P�R PLAN,
<br />2x FRAME W AN
<br />'4ER
<br />STRUCTURAL SHEATHING &
<br />P��
<br />CONT. 21 TE / (2)16
<br />(2)"d
<br />K
<br />ATTACHMEIrr PER PLAN, CONT
<br />NAILS @ Is- D.C.
<br />THROUGH FLOOR SECTION"'
<br />FLOOR SHEATH114G &
<br />ATTACHMENT PER
<br />MENT PER
<br />GENERAL NOTES
<br />TRUSS/JO IST
<br />PANEL EDGE NAILING
<br />PER P LAN
<br />BEAMIGIRDER PER PLAN
<br />SHEATHING
<br />PER PLAN
<br />PANEL EDGE NAILING
<br />NOTE:
<br />ILO CONT. WALL SHEATHING INSTALL
<br />A 5S
<br />LST 1� TRAP EA STUD, CORNERS &
<br />�F
<br />_,,n. Tn
<br />T CO.Nrr-nON
<br />TR�SSNOIST CONNEC"TnION
<br />FLANKING ALL OPENINGS. CENTER
<br />BEAM PER MANUF.
<br />STRAP AT TOP OF BEAM/G4RDER
<br />MWECTO AT BW
<br />(2-STOW
<br />itli
<br />11/01/2023
<br />SCALE
<br />LGG-M
<br />& FRAME WALL PER PLAN, CONT.
<br />2x PLATE W/ (2) 16d NAILS 0 16- O.C. 2x RIBBON .1 (2) 10d NAILS @ EA
<br />FLOOR SHEATHING & ATTACHMENT TRUSS
<br />PER GENERAL NOTES COUPLING NUT, OR THREADED
<br />A/� ROD CUT TO LENGTH
<br />TRUSS PER PLAN / (2)10d I /
<br />TOE NAIL TO TOP PLATE READ @ 32-
<br />SHEATHING PER PLAN -J, o-c.—. zLL CORNERS AND
<br />RJOOR TRUSS/w TO FRAME WALL 11/3012023
<br />MOD-RB(sv;�)
<br />`� F
<br />MNG SM TO BOND BFAM
<br />2x FRAME WALL PER PLAN
<br />HOLD DOWN CONNECTION PER PLAN
<br />./ ANCHOR BOLTS OR EPDXY ANCHOR
<br />./w MIN. EMBED. (EXPANSION BOLTS
<br />ARE NOT ALLOWED)
<br />2x BOTTOM PLATE PER PLAN
<br />2x BLOCKING @ EA BRG.
<br />STUD PER PLAN AS SHOWN
<br />PRE-ENGINEERED
<br />TRUSS/JOiST PER PLAN
<br />8`CMU WALL, BOND BEAM
<br />VERT. REINF. PER PLAN
<br />ETAIL 2/2812022
<br />�Mo
<br />210 LEDGER OR TRUSS TOP
<br />STRUCTURAL SHEATHING CONT 2x4 BLOCKINC*IEDGER STRUCTURAL SHEATHING & CHORD / (2)12d NAILS TO EA
<br />& / (3)1 Od @
<br />ATTACHMENT PER PLAN, CONT. NAILED TO EA TRUSS THROUGH FLOOR SECTION WALL STUD (MAX. 16' O.C)
<br />THROUGH FLOOR SECTION STUI) & TOE ATTACHMENT PER PLAN, CONT. N STRUCTURAL SHEATHING
<br />ZK FRAME WALL STRUCTURAL SHEATHING 2. FRAME WALL PER PLAN ATTACHMENT PER PLAN
<br />PER GENERAL NOTES A A�l CONT. 2x, " M i
<br />CONT. 2. PLAT 2)1�d
<br />PER _'CONT & ATTACHMENT PER PLAN NAILS 0 [�;/TRUSS
<br />2x PLATE wl (2)16d NAILS 9 IS- O.C�
<br />FLOOR SHEATHING & ATTACHMENT 71 4 RIBBON
<br />MFLOOR SHEATHING &
<br />ATTACH ENT PER GEN. 140TES
<br />TRUSS PER PLAN
<br />TOP CHORD BEARING
<br />ZK KNEE WALL OR
<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) 2.6 LEDGER / 1/4'. 5'
<br />& VERT. REINF. PER PLAN
<br />SIDS SCREW TO EA TRUSS
<br />VERTICAL & TO BOTTOM
<br />PLATEICHORD @ 8- 0 C
<br />" NOTE
<br />DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />\� PREENG ROOF TRUSS PER
<br />CTRUS6 PER PLAN MANUF., STRAP PER PLAN
<br />ONT. 2x4 RIBBON TRUSS BOTTOM CHORD OR
<br />8- CMU WALL, BOND BEAM 2x LEDGER w/ (2) 1 Od MAIL
<br />&VERT REINIF PER PLAN TO CONT RIBBON q 16- 0 C
<br />--NOTE
<br />DETAIL L02 IS REGUIRED TO ACCOMPANY THIS DETAJL
<br />&,_,-�NROOR TO MWIRY W&L @ WW PW w.. I \ �RTR TO MM11 W.AL@ WW �RW
<br />R" TO MMRY Wa @ WW W Z/2812022 �12�11L—1
<br />rL13
<br />0�70 SCAM L;�i I o SNO'� TO SCALE �;�-120 \__/NOT TO SCALE LTM-130
<br />2x FRAME WALL PER PLAN, CONT. LSTA1 2 @ EA. TRUSS VERTICAL
<br />2x PLATE w/ (2)16d NAILS @ Is- O.C,
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES BEND @ BOTTOM PLATE
<br />FIELD FRAME 2X4 KNEE WALL
<br />OR PRE-ENG FLOOR TRUSS.
<br />STUDS @ 24. 0 C, TOE NAIL
<br />BOTTOM PLATE/CHORD W
<br />10d NAILS @ 6- O.C.
<br />LSTAIS @ EA VERTICAL- BEND
<br />TRUSS / JOIST PER PLAN
<br />0 BOTTOM OF TOP PLATE
<br />SHEATHING PER PLAN
<br />Z� FRAME WALL PER PLAN
<br />ROORTRMWMRWWALL 12/17r,021
<br />LGW-0210
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER PLAN, CONT.
<br />-
<br />STRUCTURAL
<br />2X4 BLOCKING BETWEEN EA
<br />THROUGH FLOOR SECTION
<br />V,
<br />CONT. 2x4 BLOCKINGA-EDGER
<br />TRUSS (OR CONTINUOUS AS
<br />2x FRAME WALL PER
<br />=00� EA STUD & TOE
<br />C=NG
<br />U S
<br />TRUSS ALLOW) �/(3) 10d TOE
<br />LAN. CONT. 2x PLATE w/
<br />NAILS 16* OC,
<br />EA TRUSS
<br />IL TO
<br />(2)16d (9
<br />f- STRUCTURAL SHEATHING
<br />BEAMIGIRDER PER PLAN
<br />ATTACHMENT PER PLAN
<br />CO
<br />ED . GE NAILING PER
<br />FLOOR SHEATHING &
<br />-ING &
<br />S7
<br />FA
<br />PER PLAN
<br />q
<br />I
<br />DETAILS
<br />RUSSES
<br />ATTACHM R
<br />C HMENT PER
<br />G RAL
<br />ENE N S
<br />NOTES
<br />E.G I
<br />E NA L
<br />, EA
<br />SH THING
<br />SIE
<br />4PERPLAN
<br />Fieldstone
<br />TRUS DIST
<br />J
<br />114
<br />EA TRUSS
<br />TP PLAN
<br />TRUSS/JOIST PER PLAN
<br />PRE-ENG ROOF TRUSS MR
<br />PIII PIN
<br />���
<br />KrU26 OR
<br />C.O.A.# ARCHITECURE:
<br />MANUF., HTU OR HANGER SHEATHING
<br />2U6.
<br />PER PLAN
<br />SHEATHING P PLAN
<br />PER MAUNF., N, 0
<br />BEAM OR
<br />HANGERPER
<br />'NOTE:
<br />AA26002802
<br />EDGE NAIL SHEATHING
<br />FLOOR
<br />TRUSS
<br />WE
<br />TO THE WMH114WG
<br />C.O.E.# ENGINEERING.
<br />No. 86
<br />GIRDER
<br />BEING CONTINGUS TO THE
<br />BEAMBELO ISTOUSELSTA12
<br />W
<br />29349
<br />NOTE,
<br />@ EA STUD ABOVE To BEAM
<br />13 IBRAHEM ELAYEB, PE
<br />ILO CONT WALL SHEATHING INSTALL LSTAI 5 STRAP
<br />BELOW
<br />EA STUD, CORNERS & FLANKING ALL OPENINGS
<br />P.E.# 91476
<br />CENTER STRAP AT TOP OF BEAMIGIRDER
<br />0 BENJAMIN NIESE, PE
<br />0 Z'
<br />COWEMATBN 8/18/2022
<br />2- MR CMEM AT FA W/ WW PW MOO (511W.221
<br />1�*
<br />L16
<br />NOT TO SCALE
<br />L18
<br />TO SCALE
<br />P.E.# 86025
<br />-04ORIC N
<br />..........
<br />LGG-160
<br />NOT
<br />LOG 184(IE-450)
<br />";11*1f01VA1.
<br />05/24/2024
<br />Z�\
<br />DATE
<br />I 1 1111110
<br />2 E
<br />J1 -
<br />Z
<br />fE
<br />j E
<br />Michigan
<br />3400 Aubum Rd
<br />Suite 200
<br />Aubum Hills, Ml 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
<br />110
<br />C
<br />Z
<br />Z
<br />*_4
<br />W�
<br />w
<br />C)
<br />—
<br />tz
<br /><
<br />un
<br />04
<br />_w,
<br />n
<br />U
<br />w
<br />0
<br /><
<br />cr
<br /><
<br />T_ ITI
<br />N
<br />F
<br />L
<br />DRAWN BY: I =FAE
<br />VERSION- 570
<br />SHEET NAME
<br />DETAILS -
<br />FLOOR
<br />SHEET #
<br />SA
<br />43
<br />
|