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2x KNEE WALL OR STRUCTURAL SHEATHING a 2x FRAME WALL PER PLAN, CONT. at STRUCTURAL SHEATHING a, FRAME WALL PER PLAN, OONT. bt FRAME WALL PER PLM, OONT
<br />STU"
<br />T
<br />'M
<br />j4&A7e
<br />CON
<br />0
<br />=AN
<br />ATHING KAN 'Od
<br />BOND L.T
<br />TO TOP P.LATE
<br />RE'. PER CMU WALL, BOND REAM IT.,. PER PLAN ALL COF94M AND SHEATHING PER 2x FRAME WALL PER PLAN
<br />a,
<br />4 & VERT. REIW. PER PLAN SHEATH NO PER PLAN
<br />TRUSS.6 ATTACHMENT PER PLAN. OONT PLATE (2)1 Od "i ATTACHMENT PER PLAN. CONT
<br />METAI 0 24- D.C. MAX)- NAILS 0 EA TRUSS Z( PLATE W/ (2)1 Ed KALB 0 18' O.C. 2x RIBBON wl (2) 1 Od NAILS 0 EA. 2x PLATE v# MI Ed NAILS 0 1 r O.C�
<br />THROUGH FLOOR SECTION THROUGH FLOOR SECTION TRUSS LSTAI 2 0 EA. TRUSS VERTICAL,
<br />NM'214 YERTICAL INSIALLED b, FRAME WALL PER PLAN. PANEL EDGE KNILMIG FLOOR SHEATHING & ATTACHMENT FLOOR SHEATHING A ATTACHIMENT
<br />FIELD FRAME 2X4 KNEE WALL
<br />TOP AND BOTTOM OHM d TIOWTO CONIT 2xPLATEvW(2)16d FLOOR SHEATHING & ATT PER GENERAL NOTES OEM 0 BOTTOM PLATE
<br />MIM T004ALS AT LOCATIONS PER NOTES (4) 1 Ed NAILIS RIBBON TO EA. COUPLING NUT, OR THREADED PER 71ERAL NOTES
<br />WERE EMBEDDED StPAPS NAILB*e I r D.C. TFLM, TYP TOP & BOTTOM RODCUrTO
<br />AND END GABLE TRUSS PANEL EDGE NAILING Ild MAIL$ 7 O.Q AMU OR PRE EMIG FLOOR TRUSS
<br />VERTICAL& MHOLIGNIL --- - --- FLOOR SHEATHING A SHEATHING TO EA. STUDS 0 2-r D.C., TOE MAL
<br />ATTACHMENT PER GEN. NOTES TRUSS END LEG BOTTOM PLATEICHORD IW
<br />TRUSIS PER PLAN PANEL EDGE NALING PANEL EDGE NALM IOdNAIU8GrO.C.
<br />SHEATHING PER PLAN bd BRACM MIN. 90 IN TRUSS PER PLAN META16ANCHOR LSTAIS 0 EA. VERTICAL, OB40
<br />LENGTH V4(3)10d NAILS BID SHEATHING EOL TRUSS TRUSS PER .4ml TRUSS JOIST PER PLAN 0 BOTTOM OF TOP PLATE
<br />fal CMU WAU, WIND BEAM GABLE & IN. (3) FLOOR TRUSS, SHEA 0 TOENAIL I T '/rALL-THRIEAID03r
<br />& VERT. REINF. PER PLAN PER PLAN Ir D.C. 0
<br />BRACING= MAX F-O' O.C, m INIAMMVINUall1�11II
<br />�ROORTWMWSWWALL 11mrAm - F-Lo7mmillAs ROORTRAWWRAIIEWALL R=7wJ0ffrM FRAME WALL 12117=1
<br />(LO`2�
<br />0 \_./NOTTOSCALE LTM-020 LOW-031:1
<br />2x PRAANE WALL PER PLAN CONT STRUCTURAL SHEATHING & 2x FRAME WALL PER PLAN, STRUCTURAL SHEATHING & bc FRAME WALL PER PLAN
<br />2x PLATE W M l8d NAILS 0 i r o.Q* CONT. 2x PLATE v# MI ad ATTACHMENT PER PLAN, CONT.
<br />ATTACHMIRNT PER RAN, CONT. V — HOLD D0VIIN CONNECTION PER PLAN
<br />FLOOR SHEATHING & ATTACHMENT THROUGH FLOOR SECTION— NAILSO IV 0 THPAXX314 FLOOR SECTION
<br />PER GENERAL NOTES FLOOR SHEATHING & * ANCHOR BOLTS OR EP(W ANCHOR
<br />ATTACHMENT PER �ff MIN. EMBED. (EWANSION BOLTS
<br />TRUSSAI0tST PANEL EDGE NNUNG GENERAL NOTES ARE NOT ALLOWED)
<br />PER PLAN A TRUSS/Jow EDGENALING 2x BOTTOM PLATE PER PLAN
<br />8EA"RDER PER PLAN PER PLAN BEA"IFIDER PER PLAN 2x SLOCKM 0 EA BROL
<br />SHEATHING PANEL EDGE NAILING STUD PER PLAN AS SHOWN
<br />PANEL EDGE NAILING PER PLAN
<br />i.
<br />Nm T., r hk -ENGINEERED
<br />NOTE ILD COIIT WALL SPFATHIND OONT. WALL SHEATHING NSTALL TRIUSN"ST PER PLAIN
<br />LST
<br />SHEATHING PER INSTAILLLSTAI58TRAPEASTUD, ki Al 5 STRAP EA STUD, CORMERS &
<br />PLAN TRUSWOIST CONMEcnM TO rCMUW"S0MDSEAM&
<br />CONAM & FLAMIGNG ALL OPENINGS. FLANIONG ALL OPENNW. CENTER A VERT. REINF. PER PLAN
<br />STRAP AT TOP OF BEAMIGIRDER BEAM PER MANLIF. STRAP AT TOP OF SEAMIGIFIDER v
<br />am 11101r2m 0011MIDATFAIll IIAH12M EMIMMMOXIEMDUAL WSAAM
<br />�7�'NTO#EMATWM L�zm LOS NOT TO SCALE L;;7200
<br />(FVT — S,
<br />STRUCTURAL SHEATHING A
<br />ATTACHMENT PER KM, CONT.
<br />THROUGH FLOOR SECTION
<br />2x FRAME WALL PER RAN, CONT
<br />2. PLATE IW (2) 1 Ed WAS 0 1 r O.C,
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES
<br />m
<br />TRUSS PER PLAN
<br />2x I(NEE WALL OR
<br />PRE-ENG TRUSS PER PLAN
<br />r CMU WALL, BOND SEAM
<br />& VEW. REINF. PER PLAN
<br />2�4 LEDGER OR TRUSS TOP
<br />ClHORDw/MI2dNAILSTOEA
<br />WALL STUD MAX IVO.Q)
<br />STRUCTURAL SHEATHING
<br />A, ATTACHMENT PER PLAN
<br />PRE -ENO ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />TRUSS BOTTOM CHORD OR at LEDGER
<br />* I Od NNL TO EA VERTICAL I TO
<br />BOTTOM PLATECHORD 0 IV O.Q
<br />"NOTE.
<br />DETAIL LOI 18 REQUIRED TO ACCOMPAW THIS DETAIL
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER PLAN, OONT'.
<br />2x FRAME WALL PER PLAN. DOW
<br />b. PLATE v# M I Sd NAILS 0 1 S' O.C.
<br />FLOOR SHEATHING A ATTACHMENT
<br />PER GENERAL NOTES
<br />TRUSS PER PLAN
<br />Sb. KNEE WALL OR
<br />PFIE4340 TRUSS PER PLAN
<br />r CMU WALL. BOND BEAM
<br />& VERT. REINF. PER PLAN
<br />CONT. 2.4 BLOCKINGA.EDGER STRUCTURAL SHEATHING A
<br />* (3)1 Od 0 EA STUD & TOE ATTACHMENT PER KM, COW.
<br />NAILED TO EA TRUSSI THROUGH FLOOR SECTION
<br />STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN,
<br />A, ATTACHMENT PER PLAN CONT. 21 PLATE * (2)1 Ed
<br />NAILS 0 EA TRUSS
<br />TOP CHORD BEARING
<br />PRE-ENG ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />(2) be LEDGER / Or. T
<br />SD8 SCREW TO EA TRUSS
<br />VERTICAL A TO BOTTOM
<br />PLATE/CHORD 0 r O.C.
<br />" NOTE:
<br />DETAIL LOI 13 REOUIRED TO ACCOM~ THIS DETAIL
<br />CONT. 2A RISSON
<br />FLOOR SHEATHING &
<br />ATTACHMENT PER GEN. NOTES
<br />2.4 LEDGER OR TRUSS TOP
<br />CHORDWM12dNAILSTOEA
<br />WALL STUD IMAX If O.Q)
<br />STRUCTURAL SHEATHING
<br />A ATTACHMENT PER PLAN
<br />TRUSS PRE4RNG ROOF TRW PER
<br />MANLF., STRAP PER PLAN
<br />OONT. 2= TRUSS BOTTOM CHORD OR
<br />r cmu BOND BEAM 2XLEDGER W(2)lOdNAL
<br />TO CONT. FISSION 0 1 V D.C.
<br />& VERT. REINF. PER PLAN
<br />_NDTX
<br />DUAL IN 0 RISOUIRED TO ACCOMPANY INS DETAIL
<br />R=MWWWWL@=RV 2r*2= -- 2rmmm — IZ1742W
<br />l'21)R=M"Wal@LaW 13,�ROMM WXMWALL@ LOW ROW ft
<br />WIALE LIWIIO SM SCALE LTWI20 &:T— SCALE LT;130
<br />STRUCTURAL SHEATHING &
<br />ATTACHSIENT PER PL^ CONT.
<br />ffrRUCTUR&
<br />b0l SLOCIONG BETAIEEN EA
<br />THROUGH FLOM SECnON
<br />CONT ' W SLOCIONGAZ)GER
<br />SHEATHINGI
<br />TRu"MACONT"ousm
<br />& FRAMIE WALL PER
<br />%W9QIOd0EAS=&TOE
<br />3 a
<br />( ) Od
<br />CONTINUOUS
<br />TFILISS ALLOW) WM 10d TOE
<br />PLAN, COW. 2. PLATE
<br />TOEATF
<br />NAILED TO EA TRUSIII
<br />ffEA
<br />2KH
<br />TO
<br />(2)1 Ed KALB 0 1 ir D.C.
<br />a,
<br />STRUCTURAL IIHEATHING
<br />BEAM)GARDER PER PLAN
<br />FAT
<br />& ATTACHMENT PER PLAN
<br />ca
<br />SHEATHING &
<br />PER PLAN
<br />DETAILS AUSSES
<br />PER
<br />��O 2-r D.C.
<br />NOTES
<br />NALL
<br />EDGE NAIL
<br />TRUSS jaw
<br />EA TRUSS
<br />ST PER PLAN
<br />PRE-ENG ROOF TRUSS PER
<br />SHEATHING Z N
<br />HTU29 OR
<br />SHEATHING PER PLAN
<br />MANUF., HTU20 OR HANGER
<br />PER MAUNF., UR.O.
<br />I
<br />BEAM OR
<br />"ANGERPER
<br />&T
<br />*NOTE M
<br />FLOOR
<br />TRUSS
<br />TOTHEMNZNG
<br />GIRDER
<br />BEING CON71NOLIS TO THE
<br />WPM BELOW IS TO USE LffrAI 2
<br />NOTE:
<br />0 EA STUD AWA TO BEAM
<br />COW WALL SHEATHING 11,18TALL LffrAI5 STRAP
<br />BELOW
<br />EA STUD. CORNERS & PLANIONG ALL OPENING&
<br />CENTER STRAP AT TOP OF BEANYONICER
<br />&--�HWOMMMATFA
<br />M
<br />SCALE
<br />1.841-16D
<br />TO SCALE
<br />* Fiel&Wne
<br />C.OJL# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERLN&--
<br />29349
<br />13 IBRAHEM ELAYEB, PE -
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 66025
<br />02/13/2024
<br />DATE
<br />No.
<br />TE OF 4W
<br />MAL
<br />III mW\ —
<br />2132
<br />,one
<br />oil!
<br />Mlchlpn
<br />3400 AubLwn Rd
<br />Sufte 200
<br />AL6= HU19, MI 48M
<br />+1 248.6=4035
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<br />Sufte 150
<br />Twnpa, FL 33637
<br />+1813.466.3310
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<br />FLOOR
<br />SWET #
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