|
2x KNEE WALL OR PRE$LG FLO4PLAN
<br />STRUCTURAL SHEATHING &
<br />TRUSS, STUDS ® 24. O.CATTACHMENT PER PLAN, CONT.
<br />META18 024. O.C. (MAXTHROUGH FLOOR SON
<br />•• NOTE: 2x4 VERTICAL INSTALLED T2x FRAME WALL PER PLAN,
<br />TOP AND BOTTOM CHo1O xdCONT. 2x PLATE w/ (2)1Sd
<br />(3)8d TOENAILS AT LOCATKIN INAILS 0 IV O.C.
<br />Y.E. EMBEDDED 61MP6
<br />AND END GABLE TRUSSPANEL EDGE NA&1NG
<br />vERRcu e M eAIxR1+& _ _ - - FLOOR SHEATHNG &
<br />_ _ ATTACHMENT PER GEN. NOTES
<br />TRUSAN PANEL EDGE NAILING
<br />SHEATHINAN 2.4 BRACING MIN. 90 NEg CMU WALL,AM LENGTH w/(3)10d NAILS END
<br />& VERT. REINAN GABLE &MIN. (3) FLOOR TRUSS,
<br />BRACING SPACED MAX. 64P O.C.
<br />1-01 r �ROOATMMMAOMYWALL 11101r2m
<br />LTZ10
<br />2x FRAME WALL PER PLAN, CONT. 2x
<br />PLATE w/ (2)1 Sd NAILS ® EA TRUSS
<br />FLOOR SHEATHING & ATTACHMENT
<br />TRUSS PER PLAN
<br />SHEATHING
<br />PER PLAN
<br />STRUCTURAL SHEATHING a
<br />ATTACHMENT PER PLAN, CONT.
<br />THROUGH FLOOR SECTION
<br />PANEL EDGE MAILING
<br />(4) 1Sd NAILS RIBBON TO EA
<br />TRUSS, TYP TOP a BOTTOM
<br />ad NAILS S• O.C. WALL
<br />SHEATHING TO EA
<br />TRUSS END LEG
<br />PANEL EDGE NAILING
<br />META? S ANCHOR
<br />® EA TRUSS
<br />E CMU WALL, BOND BEAM
<br />& VERT. REINF. PER PLAN
<br />L02 RAOMI, MMWEfWALL 11ro1/z023
<br />NOT TO SCALE LTM-020
<br />2x FRAME WALL PER PLAN, CONT.
<br />2x PLATE w/ (2)16d NAILS ®18. O.C.
<br />FLOOR SHEATHING &ATTACHMHEHT
<br />PER GENERAL NOTES
<br />2x RIBBON w/ (2)10d NAILS @ EA
<br />TRUSS
<br />COUPLING NUT, OR THREADED
<br />ROD CUT TO LENGTH
<br />TRUSS PER AN w/ (2)1J
<br />TOE NAILRTO TOP PLATE0d
<br />I/2' ALL -THREAD ® 3r
<br />SHEATHING PER PLAN O.C. ® ALL CORNEAS AND
<br />R:OOAiR1SSW01 MF W(M 11rivam
<br />wco r
<br />MOD-RB(IAW-02D)
<br />2x FRAME WALL PER RAN, CONT. STRUCTURAL SHEATHING a
<br />2x FRAME WALL PER PLAN,
<br />STRUCTURAL SHEATHING a
<br />2x FRAME WALL PER PLAN
<br />2x PLATE vd (2)16d NAILS 0 1 w O.C.
<br />ATTACHMENT PER PLAN, CONT.
<br />CONT. 2x PLATE w/ (2)tad
<br />ATTACHMENT PER FLAN, CONT.
<br />HOLD
<br />HOLD DOWN CONNECTION PER PLAN
<br />FLOOR SHEATHING a ATTACHMENT
<br />THROUGH FLOOR SECTION•••
<br />NAILS ®18' O.G
<br />THROUGH FLOOR SECTION-
<br />ANCHOR BOLTS OR EPDXY ANCHOR
<br />PER GENERAL NOTES
<br />FLOOR SHEATHING a
<br />wA: MIN. EMBED. (EXPANSION BOLTS
<br />TRUSSNOIST
<br />PANEL EDGE NAILING
<br />ATTACHMENT PER
<br />ARE NOT ALLOWED)
<br />PER RAN
<br />NOTES
<br />rRuse/Jasr
<br />PANEL EDGE NAILING
<br />2xBOTTOM RATE PER FLAN
<br />BEAM IGIRDER PER RAN
<br />PER RAN
<br />BEAM/GIRDER PER PLAN
<br />2x BLOCKING ® EA We
<br />PANEL EDGE NAILING
<br />THING
<br />EDGE NAILING
<br />STUD PER PLAN AS SHOWN
<br />PRE-ENGINEERED
<br />NOTE.PER
<br />ILO CONT. WALL SHEATHING
<br />LLA C. wa1 SHEATHING INSTALL
<br />TNUSSNOIST PER PLAN
<br />SHEATHING PER
<br />INSTALL LSTA15 STRAP EA STUD,
<br />LSTAI5 STRAP EA STUD. CORNERS a
<br />r CMU WALL, SOND BEAM a
<br />PLAN
<br />CORNERS & FLANKING ALL OPENINGS.
<br />TRUSS/JOIST CONNECTION TO
<br />FLANKING ALL OPENINGS. CENTER
<br />VERT. REINF PER PLAN
<br />CENTER STRAP AT TOP OF BEAMANSIDER
<br />BEAM PER MANOR
<br />STRAP AT TOP OF BFAMIGIRDEi
<br />2,STg1Y COMECTION AT BEAM
<br />ATBEAM
<br />1110IM023
<br />BEM 9IUD9 TOON BEAM DUAL 2* 2D22
<br />F11-71
<br />(j)NOTNSfgIYCOIIIECIION11/01ram
<br />L26
<br />NOT TO SCALE
<br />LGO-M
<br />TO SCALE
<br />LOG--080
<br />LGM-280
<br />STRUCTURAL SHEATHING a
<br />ATTACHMENT PER PLMI, CONT.
<br />THROUGH FLOOR SECTION
<br />2x FRAME WALL PER RAN, CONT.
<br />2. RATE w/ (2)Iad NAILS 018. O.C.
<br />FLOOR SHEATHING a ATTACHMET
<br />PER GENERAL NOTES
<br />�_jkjai�
<br />TRUSS PER FLAN
<br />2x KINEE WALL OR
<br />PRE -ENO TRUSS PER RAN
<br />E CMU WALL, BOND BEAM
<br />& VFW. REINF. PER RAN
<br />2x4 LEDGER OR TRUSS TOP
<br />CHORD w/ (2)12d NAILS TO EA
<br />WALL STUD (MAX I V O.C.)
<br />STRUCTURAL SHEATHING
<br />& ATTACHMENT PER PLAN
<br />PRE -ENO ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />TRUSS BOTTOM CHORD OR 2x LEDGER
<br />w/ IOd NAIL TO EA VERTICAL & TO
<br />BOTTOM PLATEICHORD 0IV O.C.
<br />--NOTE:
<br />DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />STRUCTURAL SHEATHING a
<br />ATTACHMENT PER PLAN, CONT.
<br />THROUGH FLOOR SECTION
<br />2x FRAME WALL PER PLAN, CONT.
<br />2x RATE w/ (2)1Sd NAILS 018' O.C.
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES
<br />RIPSWI_..�
<br />TRUSS PER PLAN
<br />2x TWEE WALL OR
<br />PRE -ENO TRUSS PER PUN
<br />E CMU WALL, BOND BEAM
<br />& VERT. REINF. PER PLAN
<br />CONT. 2x4 GAIB)GEB
<br />STRUCTURAL SHEATHING &
<br />2" LEDGER OR TRUSS TOP
<br />CHORD w/ (2)12d NAILS TO EA
<br />wi EA STU
<br />® EA aTUD a TOE
<br />ATTACHMENT PER RAN, CONT.
<br />WALL STUD (MAX 1e D.C.)
<br />NAILED
<br />NAILED TO EA TRUSS
<br />THROUGH FLOOR SECTION
<br />STRUCTURAL SHEATHING
<br />STRUCTURAL SHEATHING
<br />2x FRAME WALL PER RAN,
<br />A
<br />& ATTACHMENT PER RN
<br />a ATTACHMENT PER RAN
<br />CONT. 2x PLATE w/ (2)1ad
<br />NAILS ® EA TRUSS
<br />TOP CHORD SEARING
<br />PRE ENG ROOF TRUSS PER
<br />MANUF., STRAP PER PLAN
<br />M 2A LEDGER w/ IM x B'
<br />SDS SCREW TO EA TR18S
<br />VERTICAL a TO BOTTOM
<br />PLATEKNORD ® E O.C.
<br />•• NOTE:
<br />DETAIL Lot IS REQUIRED TO ACCOMPANY THIS DETAIL
<br />CONT. 2.4 RIBBON
<br />FLOOR SHEATHING a
<br />ATTACHMENT PER GEL. NOTES
<br />TRUSS PER PLAN MANUF., ROOF TRUSS PER
<br />MANUF., STRAP PER RAN
<br />COW. 2, RIBBON TRUSS BOTTOM CHORD OR
<br />E CMU WALL, BOMD BEAM 2x LEDGER w/ (2)tOd NNL
<br />TO CONT.
<br />a VERT. REINF. PER PLAN RIBBON 0 IS' O.C.
<br />..MOTE:
<br />DETAIL L0216 REOURED TO ACCOMPANY INS DETAIL
<br />.. RAGA TO WA9OI�iY WALL Q LOW FKV =412o22 iO MA9 W WALL Q LOW ROOF 2/241202Y eMSCALE
<br />R TO MASONAYWALLQ LOW ROOF IVIV2121
<br />LI I r ,.,.,,. em.
<br />•.r ,-,...NOT TO SCALE LTM-110 LTM-12D LThF130
<br />2x FRAME WALL PER PLAN, CONT.
<br />2x PLATE w/ (2)18d NAILS 018. O.C.
<br />FLOOR SHEATHING & ATTACHMENT
<br />PER GENERAL NOTES
<br />TRUSS / JOIST PER RAN
<br />SHEATHING PER RAN
<br />LSTA12 ® EA TRUSS VER ICAL,
<br />BEND ® BOTTOM PLATE
<br />FIELD FRAME 2X4 LOff WALL
<br />OR PRE ENO FLOOR TRUSS.
<br />STUDS ® 2P O.C., TOE NAIL
<br />BOTTOM PLATECHORD w/
<br />104INAILS O W O.G
<br />LSTAIS ® EA. VERTICAL, SEND
<br />® BOTTOM OF TOP PLATE
<br />2. FRAME WALL PER PLAN
<br />�ROORTIIUS411101STTORIAIIEWALL 12/1T/2021
<br />�w r
<br />LGW-030
<br />STRUCTURAL SHEATHING &
<br />ATTACHMENT PER RAN, CONT. STRUCTURAL 2w4 BLOCKING BETWEEN EA
<br />THROUGH FLOOR SECTION CONT. 2x4 BLOCIONQ&EDOER SHEATHING I I TRUSS (OR CONTINUOUS AS
<br />2x FRAME WALL PER w/ (3)10d ®EA STUD a TOE CONTINUOUS I TRUSS ALLOW) v4p)10d TOE
<br />RAN, CONT. 2x RATE w/ NAILED TO EATRUSS 2x S I I,I ;q TO
<br />(2)1ad NAILS 01C O.C. STRUCTURAL SHEATHING �" W
<br />BEAM/GIRD13R PER RAN a ATTACHMENT PER PLAN , Ik iWLM�10 PER
<br />FLOOR SHEATHING a PER PLAN DETAILS ,�. �.�. „BUSSES
<br />ATTACHMENT PER I ® 24 O.C.
<br />GENERAL NOTES EDGE NAIL
<br />SHEATHING
<br />M `�IIII�II����//
<br />_ 1µ-WSDS® 0�0 Fieldstone $pM!
<br />TRUSS/JOIST PER PLAN PRE-ENG ROOF TRUSS PER 8HEATHING PPEA u�LAII HM26 OR C.O.A.#ARCHITECURE:
<br />TUEA TRUSS
<br />♦�� ��'•�.• F'��'�
<br />MANUF.,H2Q HANGERNIGER � HANGER PER AA26002802
<br />SHEATHING PER PLAN PER MAUNF., U.N.O.O.O. gEA,� ORFILM `
<br />EDGE NAIL SHEATHING TRUSS TOTHEw HZKY", C.O.E.# ENGINEERIN No. 8 _
<br />GIRDER BEING CONTINOUS TO TIE
<br />BEAM BELOW IS TO USE LBTA72 29349 = �
<br />Z;,,om" 0 EA STUD ABOVE TO BEAM
<br />CONT. WALL SHEATHING INSTALL LSTAI6 STRAP BELOW O IBRAHEM ELAYEB, PE
<br />-
<br />EA STUD, CORNERS a RANKING ALL OPENINGS.
<br />CENTER STRAP AT TOP OF SEAMORDER P.E.# 91476 ;
<br />�661,SMCOMECIIONATBEAM onev2oxz 2.9TORYCOMECIIONATBEAMWILOWW MODMM012W ■ BENJAMIN NIESE, PE �0'• STATE OF
<br />OT TO SCALE LGG190 L1B OTTOSCALE LG6184(IE45q P.E.#86025 //��''�XORIDO!•' �N
<br />0 /11212024 '�// j�"0N/I►�.
<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaka BNd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 $13.466.3310
<br />www.fleklstoneae.corn
<br />(10
<br />0
<br />J
<br />'
<br />x
<br />W Z 0)
<br />Cl)
<br />0
<br /><
<br />w
<br />Z
<br />>
<br />o�
<br />o
<br />a LL
<br />O
<br />FFW
<br />LL
<br />19
<br />U) Tn
<br />J
<br />U
<br />W
<br />0
<br />Cr
<br />�a
<br />—
<br />rw
<br />M
<br />O
<br />L
<br />DRAWN BY: I FAE
<br />VERSION: 5.0
<br />SHEET NAME
<br />DETAILS -
<br />FLOOR
<br />SHEET #
<br />S4.3
<br />
|