|
2x KNEE WALL OR PRE-ENG FLOOR
<br />STRUCTURAL SHEATHING &
<br />TRUSS. STUDS @ 24'O.0 /
<br />ATTACHMENT PER PLAN, CONT.
<br />META16 P 24' D.C. (MAX:)��
<br />THROUGH FLOOR SECTION
<br />LED TTO
<br />L Tr
<br />NOTE: � VERT CN- INSTALLED TIGHT TO
<br />'H4ER
<br />2x FRAME WALL PER PLAN,
<br />TOP AND BOTTOM CHORD �/ '
<br />CONIT 2x PLATE I (2)16d
<br />_�Sl
<br />(3)8d TOENAILS AT LOCATIONS
<br />V44E EMBEDDED STRAPS
<br />-.C:N.
<br />AND END GABLE TRUSS
<br />P"A.. EL NAI
<br />VEFITICALS MISAIJGNS - - - - - - - -
<br />FLOOR SHEATHING &
<br />ATTACHMENT PER GEN NOTES
<br />RUSS PER PLAN
<br />T TRUSS P
<br />PANEL EDGE NAILING
<br />PER PL AN
<br />SHEATHING PER =
<br />2.4 BRACING MIN. e-W
<br />U v NO M
<br />8'CM WALL, BOND SEA
<br />�PLAN
<br />LEN GTH (3) Od NAILSNEN.
<br />r
<br />& VERT. REINF. PER
<br />GABLE &VN.'(3) FLOOR TRUSS,
<br />M
<br />BRACING SPACED MAX. S-0` D.C.
<br />R"TwT0MkQawwxL
<br />M_
<br />1110112023
<br />-1 _Tw_ _T1
<br />LZ-010
<br />2x FRAME WALL PER PLAN, CONT
<br />STRUCTURAL SHEATHING &
<br />2x PLATE .1 (2) 1 6d NAILS @ 16- D.C.
<br />16' 0 C
<br />ATTACHMENT PER PLAN, CONT.
<br />FLOOR SHEATHING & ATTACHMENT
<br />THROUGH FLOOR SECTION...
<br />PER GENERAL NOTES
<br />TRUSSNOIST
<br />PANEL EDGE NAILING
<br />PER PLAN
<br />BEAM/GIRDER PER PLAN
<br />PANEL EDGE NAILING
<br />ILO CONT. WALL SHEATHING
<br />ZINOTE:
<br />SHEATHING PER IN TALL LSTA1 5 STRAP EA STUD,
<br />PLAN CORNERS & FLANKING ALL OPENINGS.
<br />CENTER STRAP AT TOP OF BEAMIGIRDER
<br />CONNECTION AT BEAM
<br />1110112023
<br />(F�.�,y,'NSTOIW
<br />NO;TO SCALE
<br />L;n7O
<br />ZK FRAME WALL PER PLAN, CONT. 2x
<br />STRUCTURAL SHEATHING &
<br />PLATE / (2)16d NAILS @ EA TRUSS
<br />' CO
<br />'NELS
<br />FLOOR SHEATHING & ATTACHMENT
<br />THROUGH FLOOR SECTION
<br />R—IBBIGNTO
<br />PER GENERAL NOTES
<br />PANEL EDGE NAIU14G
<br />(-4)16d EANT
<br />TRUSS, TYP TOP & BOTTOM
<br />8d NAILS T D.C. WALL
<br />SHEATHING TO Ek
<br />TRUSS END LEG
<br />PANEL EDGE NAILING
<br />TRUSS PER PLAN
<br />META16ANCHOR
<br />SHEATHING
<br />'H
<br />9 EA_ TRUSS
<br />PER P=LA.Nj
<br />Ir CMU WALL. BOND BEAM
<br />& VERT. REINF. PER PLAN
<br />-
<br />r)FL�0RTWT0MWVWXL
<br />11/0112023
<br />LO2
<br />\__/NOT TO SCALE
<br />2x FRAME = 'ER
<br />STRUCTURAL SHEATHING&
<br />CONT. 21 T;T
<br />/ (r
<br />*' (2),6d
<br />ATTACHMENT PER PLAN. CONT.
<br />2,16, 0 C
<br />NAILS @ 16- O.C.
<br />THROUGH FLOOR SECTION
<br />FLOOR SHEATHING &
<br />ATTACHMENT PER
<br />ENT PER
<br />AL TE
<br />GENERAL NOTES
<br />4PLAN
<br />TRUSS / JOIST
<br />PANEL EDGE NAILING
<br />PER PLAN
<br />GIRDER PER PLAN
<br />SHEA�TH No
<br />PER PLAN
<br />PANEL E E NAILING
<br />... NOTE:
<br />' ILO CONT. WALL SHEATHING INSTALL
<br />L.
<br />LS,
<br />LSTA .5 STRAP EA STUD. CORNERS &
<br />TRUSSIJOIST CONNECT10N TO
<br />FLANIK'ING ALL OPENINGS. CENTER
<br />OF BEAWGIRDER
<br />(L-0
<br />11101/2023
<br />,�2�TOIWCONNECTIONATBW
<br />\__/NOT TO SCALE
<br />LGG-080
<br />2x FRAME WALL PER PLAN, CONT.
<br />2. PLATE .1 (2)16d NAILS @ 16- O.C. RIBBON .1 (2) 10d NAILS 9 EA.
<br />FLOOR SHEATHING & ATTACHMENT TRUSS
<br />PER GENERAL NOTES COUPLING NUT, OR THREADED
<br />ROD CUT TO LENGTH
<br />TRUSS PER PLAN./ (2)IOd -1
<br />TOE NAIL TO TOP PLATE j 17 A.LLZREAD @ 32-
<br />SHEATHING PER PLAN 0 C CORNERS AND
<br />RM TRUSSIM TO MOE WALL 11/30/2023
<br />MOD-RB(S,�—_)
<br />2x FRAME WALL PER PLAN
<br />HOLD DOWN CONNECTION PER PLAN
<br />w/ ANCHOR BOLTS OR EPDXY ANCHOR
<br />w/6' 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 />NG STUDS TO BOND FEM DETAIL 2/2W2022
<br />� "�'260
<br />G
<br />2X4 LEDGER OR TRUSS TOP
<br />=- -ID(2)12d NAILS TO EA 2X4 LEDGER OR TRUSS TOP
<br />STU (MAX. Is- O.C.) GONT 2X4 BLOCKINGILEDGER STRUCTURAL SHEATHING & V� CHORD W/ (2)12d NAILS TO EA
<br />STRUCTURAL SHEATHING & -1 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT.
<br />TACHME (3)10d @ EA STUD & TOE WALL STUD MAX. Is- O.C)
<br />CTURAL SHEATHING
<br />ATTACHMENT PER PLAN, CONT, AT NT PER PLAN. CONT. D TO EA TRUSS THROUGH FLOOR SECTION
<br />& ATTACHMENT PER PLAN THROUGH FLOOR SECTION STRUCTURAL SHEATHING
<br />THROUGH FLOOR SECTION STRU C -A 6 SHEATHING 2x FRAME PLAN \1 9 ATTACHMENT PER PLAN
<br />& FRAME WALL PER PLAN, W LL P�R
<br />,TRUC
<br />'TURAL
<br />2� FRAME WALL PER PLAN, CONT S.ONT &ATTACHMENT PER PLAN CONT . M. 1 16
<br />Z, PLATE * (2)16d NAILS 9 I6'O.0 2xPLATEwi(2)I6dNAILS(91 Oz� NAILS (P EA TRUSS
<br />A= C= 7
<br />PER GENERAL NOTES
<br />PER GEN ONT. 2x4 RIBBON
<br />FLOOR SHEATHING & FLOOR SHEATHING & ATTACHMENT F C SHEATHING &
<br />ATTACHMENLOTOPRERGEN NOTES
<br />w
<br />TRUSS PER PLAN '/ -ENG ROOF TRUSS PER
<br />3R �/ jLj \� PRE
<br />ZK KNEE WALL ( MANUF., STRAP PER PLAN
<br />PRE_ENG TRUSS PER PL TRUSS BOTTOM CHORD OR ZK LEDGER
<br />8. CMU WALL BOND BEAN, / 10d MAIL TO EA VERTICAL & TO
<br />& VERT. REINF. PER PLAN BOTTOM PLATEXHORD %W 16'O.C,
<br />-NOTE:
<br />DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />TRUSS PER PLAN
<br />ZK KNEE WALL OR
<br />TOP CHORD BEARING
<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) ZK6 LEDGER wl 1/4x 5'
<br />& VERT. REINF. PER PLAN
<br />SDS SCREW TO EA TRUSS
<br />VERTICAL & TO BOTTOM
<br />PLATE/CHORD @ 8'O.C.
<br />" NO
<br />DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAJL
<br />P -ENG ROOF TRUSS PER
<br />RE
<br />TRUSS PER I MANUF., STRAP PER PLAN
<br />CONT. 2x4 RIE TRUSS BOTTOM CHORD OR
<br />8'CMU— BOND BEAM 2x LEDGER W/ (2) 1 Od MAIL
<br />& VERT. REINF. PER PLAN TO CONT. RIBBON C& 16' O.C.
<br />"NOTE
<br />DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />&,_,�NIFW TO MMRY WAL @ WW RW PJ2812022 -,)lFWTOWSONRYW&L@LOWFW Z12a/2022 UM TO MASONRY WAi @ WW RW 12./17/2021
<br />:�_110 �T;7120 LTM-130
<br />O� TO SCALE &NO_� TO SCALE &.0; TO SCALE
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER PLAN. CONT.
<br />STRUCTURAL
<br />THROUGH FLOOR SECTION
<br />CONT. Z14 BLOCKINCVIEDGER
<br />SHEATHING
<br />2x FRAME WALL PER
<br />/ (3)1 Od (9 EA STUD & TOE
<br />C ONTINUOUS
<br />PLAN. CONT. 2x PLATE w/
<br />NAILED TO EA TRUSS
<br />(2)16d NAILS @ is- D.C.
<br />STRUCTURAL SHEATHING
<br />A
<br />BEAM/GIRDER PER PLAN
<br />E.
<br />& ATTACHMENT PER PLAN
<br />.0
<br />FL
<br />FLOOR SHEATHING &
<br />PER PLAN
<br />, NT PER
<br />ATTA( 'HME
<br />GENERAL NOTES
<br />E E NNAIL
<br />HEATHING
<br />S SHEATH,�G
<br />-Us. I JOIST
<br />TRUSSIJOIST PER PLAN
<br />IRE-ENG ROOF TRUSS PER
<br />PER PLAN
<br />MANUF., HTU26 OR HANGER SHEATHING PER PLAN
<br />SHEATF41NG PER PLAN
<br />PER MAUNF., U.N.O.
<br />BEAM OR
<br />EDGE MAIL SHEATHING
<br />FLOO
<br />TRUSS
<br />GIRDER
<br />... NOTE:
<br />ILO CONT. WALL SHEATHING INSTALL LSTAI 5 STRAP
<br />EA STUD, CORNERS & FLANKING ALL OPENINGS.
<br />CENTER STRAP AT TOP OF BEAWGIRDER
<br />CMNEM AT FA 8/lW2022
<br />L16
<br />NOT TO SCALE LGG-160
<br />7- 2114 BLOCKING BETWEEN EA
<br />TRUSS (OR CONTINUOUS AS
<br />TRUSS ALLOW) ./(3) 10d TOE
<br />WNx IL TO
<br />NNW
<br />I � �EDGENAILINGPER
<br />ET
<br />DETAILS
<br />dUSSES
<br />H/4*x5* SDS @
<br />EA TRUSS
<br />TU26 OR
<br />HANGERIPER
<br />-NOTE: WAPAP1111VE
<br />TO THE H.
<br />BEING CONTINOUS TO THE
<br />BEAM BELOW IS TO USE LSTA12
<br />0 FA
<br />_ STUD ABOVE TO BEAM
<br />BELOW
<br />2-9OffCONNECTMATBWW/WWW MOD (5110
<br />L18 — _f22)
<br />OT TO SCALE LGG-164(IE-450)
<br />2x FRAME WALL PER PLAN. CONT.
<br />Z, PLATE / (2)1 6d NAILS LD 16* O.C.
<br />FLOOR SHEATHING &ATTACHMENT
<br />LBSTA1 2 @ E.A TRUSS VERTICAL
<br />PER GENERAL NOTES
<br />END 0 Bo rioM PLATE
<br />FIELD FRAME 2.4 KNEE WALL
<br />OR PRE-ENG FLOOR TRUSS,
<br />STUDS 0 24- O.C., TOE NAIL
<br />BOTTOM PLATE/CHORD w/
<br />1 Od NAILS @ 6. 0 C
<br />LSTA15 @ EA. VERTICAL, BEND
<br />TRUSS / JOIST PER PLAN J
<br />0 BOTTOM OF TOP PLATE
<br />SHEATH NG PER PLAN
<br />I : .4;
<br />Z, F.E WALL PER PLAN
<br />(— �RL=TI1=WT0F%IEWAi
<br />L03
<br />LGW-030
<br />a
<br />%^;0 Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERING:
<br />29349
<br />0 IBRAHEM ELAYEB, PE-
<br />P.E.# 91476
<br />N BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/30/2024
<br />DATE
<br />4:=
<br />.10 OF
<br />4OR191"
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<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.
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<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
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