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2K KNEE WALL OR PRE-ENG FLOOR <br />STRUCTURAL SHEATHING & <br />TRUSS, STUDS @ 24- D.C. .1 <br />ATTACHMENT PER PLAN, CONT. <br />f <br />META16@24-O.0 (MAX.)- <br />THROUGH FLOOR SECTION <br />"NOTE 2. VERT INSTALLED TIGHT TO <br />U'ED TIGHT To <br />Z� FRAME WALL PER PLAN, <br />Top AND BOTTOM CHORD .1 <br />CONT - 2x PLATE w/ (2) 16d <br />(3)fid TOENAILS AT LOCATIONS <br />WHERE E BEDDED STRAPS <br />NAILS@ TO- QC <br />AND END GABLE TRUSS <br />PANEL EDGE MAILING <br />VERTICALS MLSAUGNS. <br />FLOOR SHEATHING & <br />ATTACHMENT PER GEN. NOTES <br />TRUSS PER PLAN <br />PANEL EDGE NAILING <br />HEATHING PER LAN <br />2.4 BRACING MIN. 64Y IN <br />8'CMU WALL BOND BEAM <br />V� :4 <br />LENGTH .1(3)10d NAILS END <br />& VERT. REINF. PER PLAN <br />GABLE & Mik (3) FLOOR TRUSS, <br />BRACING Sp� CED MAX. V-0` QC <br />TM M W"RY WAL <br />) �—Tw�To <br />11/01/2023 <br />ERM <br />1:;Z10 <br />2K FRAME WALL P-PLAN — <br />STRUCTURAL SHEATHING & <br />Z� PLATE w/ (2)16d "LS @ ;6. Qc <br />�NENT <br />ATTACHMENT PER PLAN, CONT. <br />FLOOR SHEATHING & ATTACFIMENT7� <br />'4 <br />THROUGH FLOOR SECTION... <br />PER GENERAL NOTES <br />'L NOTES <br />TRUSSNOIST <br />SS'JO,ST <br />PANEL EDGE NAILING <br />PLAN <br />PER PLAN <br />BEAMIGIRDER PER PLAN <br />PANEL EDGE NAILING <br />NOTE: ILO CONT. WALL SHEATHING <br />SHEATHING PER TALL LSTAI 5 STRAP EA STUD, <br />INS <br />PLAN CORNERS & FLANKING ALL OPENINGS. <br />CENTER STRAP AT TOP OF BEAMIGIRDER <br />Wo CMEM AT BW <br />11/01/2023 <br />Y <br />NQ� TO SCALE <br />LGG-070 <br />2x FRAME WALL PER PLAN, CONT. 2x <br />C 0 NT 2x <br />STRUCTURAL SHEATHING & <br />E A T SS <br />PLATE./ (2)16d NAILS @ EA TRUSS <br />R� <br />ATTACHMENT PER PLAN, CONT. <br />FLOOR SHEATHING & ATTACHMMENT <br />THROUGH FLOOR SECTION <br />PER GENERAL <br />PANEL EDGE MAILING <br />(4) led NAJLS RIBBON TO EA. <br />TRUSS, TYP TOP & BOTTOM <br />Bd NAILS ZT D.C. WALL <br />4NOTES <br />SHEATHING TO Ek <br />TRUSS END LEG <br />PANEL EDGE NAILING <br />PUS P P <br />T S PER LAN <br />PL N <br />M ETA16ANCFIOR <br />%%jj <br />E T <br />SHEATHING <br />EA TRUSS <br />AN <br />PER PLAN <br />Ir CMU WALL, BOND BEAM <br />& VERT. REINF. PER PLAN <br />TW M MAM Wki <br />r=�RR--Tn <br />11/01/2023 <br />\_,/NOT TO SCALE <br />��-020 <br />2� FRAME = PER PLAN <br />STRUCTURAL SHEATHING & <br />TE W/ (2)16� <br />CONT, 21 1 <br />ATTACHMENT PER PLAN. CONT. <br />NAILS @ Is- QC, <br />THROUGH FLOOR SECTION... <br />FLOOR SHEATHING & <br />ATTACHMENT PER <br />GENERAL NOTES <br />S <br />TRUSS I JOIST <br />PANEL EDGE "LING <br />PER PLAN <br />BEAMIGIRDER PER PLAN <br />T <br />SHEAT=H1NGj <br />PER PLAN <br />PANEL EDGE NAILING <br />�.O <br />N <br />LL <br />COTNET. WALL SHEATHING INSTALL <br />LSTA1 5 STRAP EA STUD. CORNERS <br />TRUSS/JOIST CONNECTION To <br />FLANKING ALL OPENINGS. CENTER <br />BEAM PER MANUF <br />STRAP AT TOP OF BEAWGIRDER <br />11101/2023 <br />(2-SWWNNWUATBW <br />�)NOT <br />TO SCALE <br />LGG-OW <br />Z� FRAME WALL PER PLAN, CONT. <br />2x PLATE wl (2)16d NAILS 9 16"O.0 (2) 1 Od NAILS@ EA <br />FLOOR SHEATHING I ATTACHMENT <br />PER GENERAL NOTES UT' OR THREADED <br />ROD CUT TO LENGTH <br />TRUSS PER PLAN / (2)10d <br />TOE NAIL To Top PLATE /21 ALL -THREAD 9 32- <br />0 <br />SHEATHING PER PLAN � V'.C.@ALLCORNERSAND <br />TRMW TO RM W&L 1113012M <br />L02 <br />ZK FRAME WALL PER PLAN <br />HOLD DOWN CONNECTION PER PLAN <br />W1 ANCHOR BOLTS OR EPDXY ANCHOR <br />w16' MIN. EMBED. (EXPANSION BOLTS <br />ARE NOT ALLOWED) <br />2x BOTTOM PLATE PER PLAN <br />2x BLOCKING 49 EA- BRG. <br />STUD PER PLAN AS SHOWN <br />PRE-ENGINEERED <br />TR <br />Ir CMU WALL. BOND BEAM & <br />VERT. REINF. PER PLAN <br />�EM SM BMD BW DUAIL 212812022 <br />�MTO C�Zw <br />2X4 LEDGER OR TRUSS TOP <br />CHORD w/ (2)12d NAILS TO EA 2.4 LEDGER OR TRUSS TOP <br />TR WALL STUD (MAX. 16- O.C.) CONT 2X4 BLOCKINGILEDGER STRUCTURAL SHEATHING & CHORD w/ (2)12d NAILS TO EA <br />SHEATHING & W/ (3) @ EA STUD & TOE WALL STUD (MAX. 16- O.C.) <br />ATTACHMENT PER PLAN. CONT. STRUCTURAL SHEATHING ATTACHMEIrr PER PLAN, CONT. 10d THROUGH FLOOR SECTION <br />THROUGH FLOOR SECTION & ATTACHMENT PER PLAN THROUGH FLOOR SECTION NAILED TO EA TRUSS STRUCTURAL SHEATHING <br />S LICTURAL SHEATHING & STRUCTURAL ATTACHMENT PER PLAN. GONT. <br />STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN. & ATTACHMENT PER PLAN <br />2x FRAME WA PER PLAN, CONT Z� FRAME WALL PER PLAN. CONT & ATTACIHMENT PER PLAN CON Zx PLATE .1 (2)16d <br />LL - O.C, 6 PLATE / (2)16d NAILS 9 1 '0 T <br />FLOOR SHEATHING & ATTACHMENT V SS <br />2. PLATE / (2)16d NAILS 0 16 6 Cl NAILS @ EA TRUSS <br />HEATHING & <br />PER <br />PER GE FLOOR SHEATHING & ATTACHMENT CONT. 2.4 RIBBON <br />NERAL NOTES PER GENERAL NOTES <br />MFLOOR S <br />ATTACH ENT GEN.NOTES <br />�w <br />TRUSS PER PLAN PRE-ENG ROOF TRUSS PER <br />2,K 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/ 10d NAIL TO EA VERTICAL & TO <br />& VERT REINF PER PLAN BOTTOM PLATEICHORD @ 16' QC <br />"NOTE <br />DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL <br />TRUSS PER PLAN TOP CHORD BEARING <br />Z, KNEE WALL OR PRE-ENG ROOF TRUSS PER <br />PRE-ENG TRUSS PER PLAN MANLIF ., STRAP PER PLAN <br />8'CMU WALL, BOND BEAM (2) 2x6 I E ER w/ 114'x V <br />& VERT. REINF. PER PLAN SDS SCREW TO EA TRUSS <br />VERTICAL & TO BOTTOM <br />PLATEICHORD @ 8- QC <br />- NOTE <br />DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL <br />TRUSS PER PLAN PRE-ENG ROOF TRUSS PER <br />MANUF., STRAP PER PLAN <br />CONT 2x4 RIBBON TRUSS BOTTOM CHORD OR <br />." WALL BOND M -,- a LEDGER w/ (2)1 Od NAIL <br />a U BEA TO CONT. RIBBON 9 Is- QC <br />& VERT REINF. PER PLAN <br />"NOTE <br />DETNL L02 IS REOUIRED TO ACCOMPANY THIS DETAIL <br />(L-1-1�R�W TO MWRY WALL @ WW W rL1—,)FL�MT0MWRYW&L@WWRW -:�R=MMWWWAIi@WWPW 12117/2021 <br />\,_,/NOT TO SCALE LTM-110 \__/NOT TO SCALE LTM-120 &NO; TO SCALE �;;'I 30 <br />STRUCTURAL SHEATHING & <br />ATTACHMENT PER PLAN, ONT. <br />THROUGH FLOOR SECTION <br />CONT. Z�4 BLOCKINGILEDGER <br />" <br />2. FRAME WALL PER <br />.1 (3)1 Od 0 EA STUD & TOE <br />A <br />"OTO <br />L <br />PLAN. CONT. 2x PLATE w/ <br />- <br />NAILED TO EA TRUSS <br />(2)16d NAILS @) 16- QC <br />STRUCTURAL SHEATHING <br />S L S <br />BEAMIGIRDER PER PLAN <br />ATTACHMENT PER PLAN <br />FLOOR SHEATHING & <br />ATTACHMENT PER <br />GENERAL NOTES <br />EDGE NAIL <br />. EAT <br />SHEATH.NGG <br />STRUCTURAL 214 BLOCKING BETWEEN EA <br />SHEATHING TR SS (OR CONTINUOUS AS <br />U <br />U <br />CONTINUOUS TRUSS ALLOW) ./j3) 10d TOE <br />IL TO <br />IN BL <br />C, a Mw <br />C x <br />E <br />FN �EDGE NAILING PER <br />Er <br />DETAILS <br />PER PLAN <br />I <br />' <br />TRUSS I JOIST <br />TRUSSIJO IST PER PLAN <br />PRI-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 0 <br />BEAM OR <br />EDGE NAIL SHEATHING <br />FLOOR <br />TRUSS <br />GIRDER <br />... NOTE: <br />ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP <br />EA STUD, CORNERS & FLANVJNG ALL OPENINGS <br />CENTER STRAP AT TOP OF BEAMIGIRDER <br />&,—.�N,24W CONNEM AT BFAM 8/18/2022 <br />O� TO SCALE LGG-160 <br />HMW SDS q I <br />EA TRUSS <br />TU26 OR <br />HANGER PER <br />-NOTE. <br />TO THE WM!IVNGrVE <br />BEING CONTINOUS TO THE <br />BEAM BELOW IS TO USE LSTAI 2 <br />@ EA STUD ABOVE To BEAM <br />BELOW <br />2- 9W CMNMO AT FA W/ LOW RV MOD (5/1012D22) <br />07�TO SCALE LGG-I84(IE-Z) <br />2x FRAME WALL PER PLAN, CONT <br />ZK PLATE .1 (2)16d NAILS 9 16' 0 C <br />FLOOR SHEATHING & ATTACHMENT <br />LSTAI 2 @ EA TRUSS VERTICAL <br />PER GENERAL NOTES <br />N�' <br />BEND @ BOTTOM PLATE <br />FIELD FRAME 2X4 KNEE WALL <br />OR PRE-ENG FLOOR TRUSS, <br />STUDS 0 24- OC. TOE MAIL <br />#PLAN <br />BOTTOM PLATEtCHORo wt <br />10d NAJLS @ 6- O.C. <br />LSTAI 5 @ EA- VERTICAL' BEND <br />TRUSS / JOIST PER PLAN <br />0 BOTTOM OF TOP PLATE <br />SHEATHING, PER <br />11 FRAME WALL PER PLAN <br />RMTIMMTOW&WAL <br />12/1712021 <br />LGW-= <br />CIRO Fi e <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />E3 IBRAHEM ELAYEB, PE�- <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />0�'�-.A�TE OF <br />oo <br />010 <br />NA <br />I1111111" <br />—H2�H <br />E <br />E <br />v <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 48326 <br />+1 24&622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />Cf) <br />z W) <br />z > <br />LU <br />0-4 _J <br />LU <br />C) <br />04 <br />U LU <br />(5 En <br />0 Ic <br />0 <br />7 <br />-i <br />DRAWN BY: I FAE <br />-5 <br />. .0] <br />SHEET NAME <br />DETAILS - <br />FLOOR <br />HEET # <br />S4.3 <br />