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_l. <br />I <br />25" <br />REBAR LAP <br />DISTANCE <br />13ONP. <br />z <br />I <br />`` <br />5�'ANnAf?n0 <br />HM 5T.Ap- <br />I <br />- <br />HOOK, <br />W <br />— <br />;' <br />♦— <br />I <br />24" MIN. LAP <br />f: <br />I• <br />'t J <br />(%) <br />p <br />I <br />I I <br />r4 <br />':I.. <br />c <br />lf7 0— <br />CV Q <br />J <br />I <br />I , <br />I I I <br />I I I <br />I <br />C.M.U. WALL <br />I I I <br />#3 OR #4 REINFORCING BAR <br />{ <br />m <br />I <br />#3 <br />& #4 LAP SPLICE <br />i, <br />'� ' •'' <br />• V fl C/ V <br />I I <br />I I I <br />25" MIN. LAP <br />P�INFOPUM%f <br />IN GPOMP C�I.I, <br />#5 REINFORCING BAR <br />A P SPLICE <br />, _•. <br />CORNER CONTINUITY & <br />WALL REINFORCEMENT <br />r <br />r . <br />3/4' = 1'-0" <br />10' <br />25" MIN. LAP <br />25" MIN. LAP <br />f77. <br />L_____ <br />#5 REINFORCING BAR <br />25 LAP <br />MIN, <br />Uf f?�QUl�l;b r0k <br />A.C.I. STD. 90' BEND <br />CI.�AN <br />GPOUf lf,lff S Ff. UNI.�55 <br />I <br />. <br />11 �- _ - - --- <br />---------------- <br />REBAR LAP <br />& BENDING DETAILS <br />.Y : ,..'a. •. r: :,'.." Y'. <br />N UI fin, <br />N n0 I 0�' � �00�1 G IN��I. 5 <br />I <br />I I I , <br />1 1 I I <br />1` 1-1/2 - 1'-0' <br />r•. ti.` .'a •. <br />_ - ,. -, <br />wt� A. <br />iQ <br />.• 4r.4 :r• � <br />I <br />I 5 <br />D 1 DOWEL <br />I <br />I <br />I 1 5 DOWEL <br />I <br />L <br />T. <br />f' t <br />oV <br />I <br />I IN CORNER <br />I II <br />I 1 <br />IN CORNER <br />O <br />i _ <br />V � Y • <br />..L. <br />. Y• <br />1 <br />I <br />I I <br />I <br />V <br />.7 <br />•a' <br />•. <br />ill: . <br />•4. s.J <br />I <br />I <br />I I <br />• <br />• r <br />I OfzC NG <br />_ <br />•i <br />5f Y V t9)wt2. <br />HOOK. <br />CONTINUITY OF FOOTING & <br />FDN. WALL REINF. DETAIL <br />8 <br />ONE <br />STORY MASONRY WALL LOAD PATH <br />3/4' =1'-D• <br />3�4m <br />4'-0" <br />MIN. 4'-0" MIN. <br />5/8' 1 HOUR FIRE RATED PLYWOOD SHEATHING � 5/8' I HOUR ARE RATED PLYWOOD SHEATHING <br />R-30 BLOWN/BATT INSULATION (MIN.) <br />FASTEN RR <br />0 EDGES, 112 SHEATHING <br />o�ao a �4�' O.C. ALONG NAILER <br />a ®® <br />TOP PLATE <br />1/2° GYP. WALL BOARD <br />1/2' GYP. WALL BOARD <br />2X4 STUDS 016" O.C. <br />PRE-ENGINEERED TRUSSES 0 24" D.C. MAX. <br />RREWALL TRUSS WITH VERTICAL BLOCKING ® 24' O,C. <br />'• ;��; <br />N0 c <br />216 NAILER BELOW SHEATHING <br />TWO (2) LAYERS OF 5/8' TYPE °X" DRYWALL TYP. EACH SIDE <br />MID POINT BLOCKING oo <br />FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. <br />ENn, TRUSS <br />TRUSS FELT <br />FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />NOT REQUIRED <br />9www <br />fl(i wwww" <br />CAST-IRON AUTOMATIC <br />SECTION @ VALLEY <br />� � <br />-SET ATTACHMENT <br />NAIL ,SUN 8 NAILS <br />024 O.C. �OR EQUAL) <br />2X4 P.T. PLATE <br />3/4' = 1'-0" <br />2x4 BLOCKING <br />R- 30 BLOWN OR BATTS INSULATION <br />1/2' CEILING BOARD W/ <br />i. • • <br />6x6 10/10 W.W.M. <br />NOTE: THE ABODE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER <br />KNOCKDOWN CEILING <br />10 PTJ i <br />Simpson Strong -Tie <br />HETA20 <br />I 8' X 8' KNOCK -OUT BLOCK W/ #5 <br />I CONTINUOUS REBAR <br />I <br />I <br />1 HOUR MASONRY WALL <br />TYP, INTERIOR NON -BEARING WALL <br />TYP. INTERIOR NON -BEARING WALL <br />1 HOUR COMMON WALL <br />3/4' = 1'-0' <br />1 <br />REF. 13302.24 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. <br />3/4' = 1'-0' <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />�INTERIOR <br />FIRE COMMON -WALL SECTION <br />3/4' = 1'-0' <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />(6TH. EDITION). <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 11-15-18 <br />DRAWN BY: L.E.D. <br />RBVISION: DATE: <br />R01 <br />RO 2 <br />Ia(K <br />PROTECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />COURT ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOBL BAILEY <br />TRI-PLEX PLAN <br />DETAILS <br />DWG. WB=S2 <br />REV. 0 <br />