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<br />WOOD POST Of TAIL NOTES:
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<br />(A) TYPIC~ 4 ~ 4 WOOD POST.
<br />.4Le't
<br />(8) ~4 ANCHO~ ~Pt.IEO F'~ MANVFACTURE SPECIFICATIONS.'
<br />
<br />(C) ~~CHOR APPLIEO PER MANUFACTURE SPECIFICATIONS.
<br />
<br />(0) SIMPSON ~ HURRICANE CLIP APPLIEO PER MANVFACTVRE
<br />SPECIF ICATtONS.
<br />
<br />(f) OQV6LE 2 )( 12 SEAM WITH 1/2 PLYI~OOD NAILED AND GLUED.
<br />NAIL S' OC WITH 80 NAILS STAGGERED ON EACH SIDE.
<br />
<br />(F) SEE WALL DaTAIL FO~ SPECIFICATIONS.
<br />
<br />(G) CflLING PER OWNER TYPICAL ALVHINVH SOFFIT OR EXT~RIOR
<br />GYPSuH aOARDCEILING TYPE.
<br />'-
<br />
<br />(H) TYPICAl 4" CONCRETE SLAB.
<br />(1) TYPICAL 12' )( 16' MONOLITHIC FOOTING WITH Z- 5/6. REBAR.
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<br />General Notes:
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<br />1.1,. All reinforcing sted shall 00 A8TM A 615,'<1rj~ ~O (nlin,)
<br />
<br />1.2. Anchorages shall ~ bot~ip~ galvanil~ after fabrication per A8TM A 90,
<br />
<br />1.3. Truss~s shall be designoo ~r SHe 'a.nd TPI spedfications and certifioo by a Profcssio;lal Engin~r registered in th~ state
<br />of Florida.. Bracing s~~ificd ~y ~e tI:USS manufacturer (ulteOlal to the truss s)stelll) \'~ithout ('astcnillg instructions shall be
<br />f.1sh:;lloo WIth 2.16d nails per ~-aling. pOint at cross bracing, 10d nails at 8" o,c, alOJlg stiffeners (i,~, 'L' and 'T' bracing) and 3-
<br />1~ nails toc~naikd at end bearing connections,
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<br />.WALL bE TA 11--- I == I 0,
<br />~-.:.-.~+.~-.:::.=.:...-===.::;.-=:~=~,
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<br />~A. "Trusses shall be braced in 'accordance with the Truss Plate fnstitute's HlU-90,
<br />
<br />1.5... Winoows. exteI:iot doors, garagedOOIs and other \'endor-pro't'idt'd exterior cladding shall comply \,ith SHe s\.~tion 1205
<br />ulc1uuUlg the design criteria sd forth ill the follo\\illg \\ind load notes.
<br />
<br />MASONRY WALL DETAIL NOTES:
<br />
<br />1.6. AU structu.rallumber shall ~ #2 (mul,) SPF or Syp,
<br />
<br />1/2- COX $H~ATHING ~AILEO WITH eo RIS NAILS 6M OC ON EDGES
<br />AND ~ OC IN FIELD. USE 1/2- STEEL PLYCLIPS. ,US FELT
<br />AND (! t~~fGLASS SHINGLES. RIDGE VENT AS NEEDED.
<br />Z'X 4 WOOD sua FASCIA AND ALUMINUM DRIP AND FASCIA.
<br />ALUMINUM SOPFIT H~TERIALS.
<br />
<br />1.1, All load bearing frallle waU$ shall 00 stud grade (mill,} SPF or gyp with studs at 16" o.e, "ith a oouble top plate, Top
<br />plate joint3 shall be lap-spli.;\.'(j a minimum of 48" and tast~ned with 15 - 16<1 nails, . "
<br />
<br />!'
<br />1.8. All nou-load bearing frame \\alls shall 00 stud grade (~1\in.) SPF or gyp \\ith studs at H" o.e,
<br />
<br />1..9. Windows and $liding glass doors (SGO) ill masonry walls shall b.; fastenoo to 1 x 2 PT buck strips \\ilb #8 x 3/-"" wood
<br />~~rew,. 3 Per side for \\in4:ms. 36 Mal for SGD, F~sten buck strips to masonry wit1l IOd casehardenoo naif3 at ends and 8" o,c'
<br />ea~h side. . .
<br />
<br />"
<br />MINIMUM R~22 INS~LATION IN ALL ATTIC AREAS.
<br />
<br />,
<br />
<br />(..to. Garage door shall be fastelioo ~,itb manufacturer's track brackets using 1/~" x 1-112" he~-head lag bolts fully seat~d in 2
<br />~4 (min) #2 SPFor gyp PT door jatllbs f'}stened to fiU\.Xi u\asonry cells with three (3) 112" anchor bolts (;l" roam, washers) per'
<br />side. Anchor bolts n1ayJ>e cast-in-place, ePoxy set O( \\wget)j)e with a manuracture,'s puU-out capacity 0(150 pound, (lu~n), ,
<br />
<br />Wind toad Notes: .
<br />
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<br />
<br />(E)'ENGINEERED WOOD ROOF T~tJ$$.
<br />" It' $1 M'" w &f 1'" 11.. j. .. '
<br />(F) TA24V'TRU$SANCHOA.AT niIS l.OCATION APPLIED PER MANUFAC!URK
<br />SPECIF1C,:(\fION$,
<br />
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<br />
<br />(G) POUREO:t.1Nl'EL WITH 1 5/8" AEBAR CONtINUOUS AND TIED TO A,LL
<br />V!A~ICAL:~005 THAT ARE' TlED TO FOUNDATION. SEe LOCATION ON
<br />FLOOR PLAN. .
<br />
<br />(H) PRE!CA$ll..INTEt. OR METAL LiN1ELS OVER ALL WINDOW AND DOOR
<br />OPENINGS. '
<br />
<br />(1) 1/2-CEILING GYPSUM BOARD.
<br />
<br />(3) CEILINq H~lGHT MAY VARY DUE TO TRUSS TYPE, WALL HEIGHT
<br />REMAIN$ AT ~~O-. .
<br />
<br />(K) ALUMIN0H'SINc3lf!.HUN~ WINDO~$.
<br />
<br />(L.) P. T, F~RING OVER 3/411 'TUFR" iNSULATION BOARD, 1/211 GYP$UM
<br />aOARD ..
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<br />ROOF t rvlECl-lANICAL PL~N
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<br />SIX~itications ~:Si3C 1991in~ludiJlg 1992 and 1?93 addendums, section 120~.
<br />Roof ~d [.Qa(j (ysoo to eal~ul~te ,1.lJ>lift resista.l1~e) ~ 11.8 psf,
<br />
<br />. '1.4. Maximum nd uptiillXr truss bearing c6Ju1ection ~ 331.2 Ibs,
<br />
<br />2,5:
<br />
<br />Ma.'\unUl1ll1dupliJ\ per girder bearing cOlUlection ;::: 2392,.0 Ibs.
<br />
<br />'2.6.
<br />
<br />t ,;. ., _',' '..,
<br />Ma:~itnum ui1it \vall shear at mi\!hdgT1t wall =:: 216. r pit. .
<br />
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<br />
<br />1~9. ' Roof Sheatbi!lg:.. ,Fasten 151n" APA Rat~ Sheathing LXrpendicular to franling \'<itI, 8d nails or 0-,11 ~>.I spiral shank p. .
<br />nails at 6" o.~, along paJ~el i..'dges, 12" o.e, along il\teOll~'diate suppOrts (No blocking requirqj). .":, .:, '
<br />
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<br />MARBLE! WINDOW SILL~
<br />WOop BASE AND TRIM.
<br />
<br />2,IQ. E~terior Shejt~ing: fasten} ~132" AP,\ ~t~\l Sheathiu& to fratl1ing with ~d nails or 0,1 t 3" spiral shank P~lla}ts. at.
<br />.3 ',' aton$ tho;} top at1d bottom plate" 6't o.c, along panel \,'dgC'I. ~ 2" o,c, along intemlediate supports. All exterior sheathillg sbaU
<br />exh~l1d from the bottom plate to the tOI'~l)eiUber ottJle t01> p{at", Pro-.jde Zx ~ bl\Xking edg~wise along horilOQtal pane.!J9i~t3. .
<br />
<br />, , . \ . ' .
<br />
<br />'),I L }]ab'e E'udtruss: Itl addition to tlw brafiillJ\'sP."~itkd by tJ~ truss manufadurer, the bottom chord of gabl~ end
<br />tiU~scs sr1aU IN fasten~(o themasollry bond beam "ithffUghes LPTAs \\ith 10. IQdx 1~1f2" nails eadl.at n" o,c, atollg the
<br />inside \.xtge oftruS,bQttO~ll chord, ' . ,
<br />
<br />CLEAN, COMPACT SOIL 'THAT HAS BEEN TERMITE TREATED.
<br />, '
<br />, ,
<br />4- CONCRETE'SLAB WITH 6/6 ~lRE MESH AND 6 MILL P04Y.
<br />
<br />TVPICA~ a- x 16- FOOTING WITH 2 EACH5/e- REBAR ON CHAIR~
<br />3601'OC.' VERTICAL RODS P~R LOCATION ON FOUNDATION AND FLOOR
<br />PLANS TiED TO FOOTER REBAR~ '
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<br />a-' BLOCK WALL. WITH STUCCO' eXTERIOR.
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<br />
<br />CONSTRuc-rION
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<br />($) MASONRY WINDOW SILL.
<br />(T) (s/a~;REaA" ,PLACED' VliRTIC~~~ER PLAN.
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<br />Re\.te\\~'tQ,t.'C;0Inp(j~i~4 \\idi tbe.: "(.1 load pro'wisions of Standard Building CcxJ~ (SBC) Section 120~, 1991
<br />'~irori,~~.(~~~~ l~~~,~Jl~11 ,3 11 um'~Ot~t S~l dements s~al,1 be tJi.e.res~nSI~iljt)' o(th~ contra~~Qr.,
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<br />;. r': .1;' , . . li -1:'
<br />. , :. .'~nbtat. a " }>,6. ~ Dat~ .'
<br />i-
<br />No 501
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<br />APPROHO BY
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