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A <br />L <br />25" I.AP MIN, <br />13ONP. p 9-�NGIN MP <br />IXAM. VU55 <br />5fAN12AI?19 H�fA 5fM <br />NOOK, <br />:t_ y <br />. _��_ �_71_�� 4.-1-..ter' _•r-�: � -G_ - �; ..--_ _r. � :'...,:'�_i..•,•+. <br />r <br />Y' <br />i. <br />r>,. Mir',. .•f .•rv:'«^ '•_. <br />�r• � :r� <br />,y. <br />•A <br />•M— ...y i <br />iT•' <br />z <br />:1, s <br />'a r <br />J+ - <br />•: <br />O <br />f'• <br />F : 1r J <br />,Y •5• _ <br />• 'Jy i{ 'J'i• <br />s ff .x <br />V'�i• <br />r' -MIN <br />•. <br />� �. �.:.•. :: '.. ' i• :.. �� ..�, � c. .: r_..: �.. •tip' s.,; <br />5fANPAR9. <br />NOOK, <br />ONE STORY MASONRY WALL LOAD PATH <br />3/4" = 1'-0" <br />4'-0" MIN. 4'-0" MIN. <br />1 HOUR FIRE RATED PLYWOOD SHEATHING 5/8' I HOUR FIRE RATED PLYWOOD SHEATHING <br />TRUSS FELT <br />- PRE-ENGINEERED TRUSSES 0 24' O.C. MAX. <br />FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C, <br />TWO (2) LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE <br />FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING <br />VW 1C& <br />MINFOUMNf <br />IN CROMP MI, <br />CI.�ANgff MQUIM9 F0k <br />ROUE 1 Iff 5 Ff. UNI.1�55 <br />N n0 I NOS' I IJI n, <br />�0011 G IN�I.I. 5 �Q � <br />- r0 0qflr <br />L1J <br />U <br />Z <br />Q <br />Ln <br />N Q <br />J <br />25" <br />RFRAR I AP DISTANCF <br />O MCORNER CONTINUITY & WALL REINFORCEMENT <br />3/4' = 1'-0' <br />25" MIN. LAP <br />Mr" 11111 I • n <br />QDCONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL <br />3/4' = 1'-0' <br />#5 REINFORCING BAR <br />24" MIN. LAP <br />#3 OR #4 REINFORCING BAR <br />_#3 & #4 LAP SPLICE <br />R 2' <br />A.C.I. STD. 90' BEND <br />REBAR LAP & BENDING DETAILS <br />1-1/2 - 1'-0' <br />.XX FASTEN ROOF SHEATHING W/ 8d NAILS 0 61 O.C.- <br />R-30 BLOWN/BATT INSULATION (MIN.) 0 EDGES, 12' O.C. 0 FIELD & 4' O.C. ALONG NAILER <br />TOP PLATE 1/2' GYP. WALL BOARD <br />I <br />1/2' GYP. WALL BOARD <br />2X4 STUDS 016" O.C. <br />0 <br />NOTE: 1 24 NAILER BELOW SHEATHING <br />MIDNOT POINT BLOCKING o0 FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. <br />ENGR. TRUSS <br />CAST-IRON AUTOMATIC <br />IN <br />SECTION @ VALLEY -SET ATTACHMENT <br />NAIL ,SUN 8 NAILS 2X4 P.T. PLATE CD3/4" = 1'-0' <br />0 24 O.C. IOR EQUAL) <br />R- 30 BLOWN OR BATTS INSULATION ° <br />24 BLOCKING 1/2" CEILING BOARD W/ J. 6x6 10/10 W.W.M. —� NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS EIFGR. /ENGINEER <br />KNOCKDOWN CEILING <br />10 PT ---- <br />:. Simpson Strong-Tie-4--=_•— ------ . — <br />HETA20 <br />18' X 8" KNOCK -OUT BLOCK W/ #5 <br />I CONTINUOUS REBAR <br />I <br />1 HOUR MASONRY WALL <br />1 HOUR COMMON WALL <br />REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. <br />TOWNHOUSES SEPARATED BY A COMMON 1-HOUR HIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. <br />INTERIOR FIRE COMMON -WALL SECTION <br />3/4' = 1'-O' <br />TYP1 INTERIOR NON -BEARING WALL <br />3/4' = 1'-0' <br />TYP1 INTERIOR NON -BEARING WALL <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 />"@�{'�•� "1yp �U C iY! Q""Q ,Igj..0 afS <br />� r✓ <br />No. <br />•ff4s t�:� <br />y <br />9 <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER.- 53608 <br />Plans By: <br />Larry deMontinollin <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 />REVISION: <br />RO 4 <br />DATE: <br />PROTECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />COURT ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />TRI-PLEX PLAN <br />DETAILS <br />DWG. WB-S2 REV. 0 <br />