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<br />~'A'J{OUrWAS~PAOOUCEOaY 'THE
<br />T.RUSS MANVFACrUREA, AND IS
<br />. 'SHOWN ON THIS DRAWING FOR'
<br />REFERENCE ONLY,
<br />
<br />~ '~_.. F ...__....___..__~____. ,'" ,_' ..,...., .'".. . . ...~'.,.. -'-' - .'" ,__.____.; ...:-::.__.--,...._ .,:...~;......;;..._____ .
<br />. .' .', " " UPLIFT' CONNEctION CROSS-REFERENCE " "
<br />~~~N~~i~~ ~~~-~~l~--~ASTeNE~;: ~~:~~:~~~O'R' .~A~~~~~' ~^S;~~~~~~ 'C~;;N~~~;l1eAt~~~'WA~~-s~~~'en~":
<br />--~rA{2 ',' 4o~-:;rod'x.f1i~T-fA1a--~ --~49-5;-IOd~-fAPAOla--- '. I '120--S":'I'0!1"--
<br />_' ... __.- ___,-.__ ,. ...._.._.. ._1 . .'_"_ ~_ __..~ ~_.... __.._ ...._... _ ....._ ___.___~____ _._.... ___.
<br />ETAts " 135 S-10d~' rAtS 780 ' l~IOd, TAPA2'IQ '865 G-IOd
<br />~EfAfo~ . '980 -a;'10dX 11/2' --YA2-o- 1171 ~9'7j'o;r- -t).'PA212 1fS3 -s=-foc.-
<br />Hf.f~~ I~.. t2-10~XI....!Jl:_____.....Q>t~,.,__ t~09180d~! 1ia. -\.; tAP~~!~ ..... _ 1...5~,5 _J-'.:!.19~=
<br />H 2.5 , 415 10-ad >, HClH;'Rt1 520' lk'Sd t1CPR-HCP!. ~20 a-ad
<br />-':'-$41$ a-ad. HCU-VRH sio '8'-8d--HC'PR=MCP\. 520-S-':-Sd-
<br />~lr7~ 930 ----r.-="ad 'NOCOMPARABlifcoNNEcnYil 'No-co',ipARAale-CONN'ECTOR----
<br />--MTT2SB'- jiis' ---Z4-=IOd- -WAM-" - --'--4135 '--"0=-16<.1+'-:- NO'COMPARABLe-C'ONNECTO.R----n-.----.
<br />=~~~-, --jjo $-:;(od.xT'-i2.'-M~ ----===--.~50, ~8::-10'~.~-=()i2" ~F~-::~-~?3!O:-6-16lx.Tli2."
<br />H02A. 2775. (j/S"O --rA02S'^ ' 3265 '~a.o --"-ADS-a3t55 5/S"0
<br />_~6J..A=*-__3j5?!----1L~~_0_-.!-J~~Jl 43~!..__ .31."-0 ,_, ~~s-s_ 4~~~--:1It~~
<br />_l-!'?~~. _,q ~~~J 7/8" '!_ _~9.!.A _ _ .__80~Q. 7/S' q ~'-IV8" 0 . _.!'.Q.~-:-L__. ,_q__ ,,_!200 71&" O~.-!J./8:Q
<br />LUS26 935/1115 8-'Od JHA213 881/2430 la-tad NO COMPARABLE HANGER
<br />-Hus.ia -1"530i3AjI5 -2-0-16d- EHCfH26-- -1"438/3000 ------20:.-'"6d-- "NO-C'OM'i,'-ARaAa(e-HAANO"ER---" -----.. ._0__.
<br />~~,Ij_~:;_L~ '2000/3~~~ -f~~~~~~~f/2~~ ." -'EHF~~2a ~~,I' 2013/~{g~ "-2'2::.g:--~ NO ~~~~ARAB(E'HANGE:3~~f'- .~~~~8d "~~'
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<br />· MINlMUM 2-PLY MEMBER
<br />
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<br />...
<br />
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<br />
<br />l?_~~OB NUMBER 94=-1154 ESCALAW RESIDENCE
<br />TRUSS~IJOI Nr-CUPLTF:"--'['-CO-N NEC - -- '---J---CO N~IF AS-fEN ERS-
<br />= TYPt;__L~~TION _(LB_~l-=- ___ TION__J_QTY~ ,.9J.\PAGLT'(LpER CONN.
<br />- G r~ L ~ 33bor~--M-Si48- -1-----1----t-------.;r46~6f~ ' 46-16d
<br />F1-- --2200 ---MTT28a--- -tr-- - ' --,-, 3-786 - 24-10d
<br />::=? _= ~= _:= ~:~: -:~~{i~~~-F+-_-- ._~:~g :~~~}:~.
<br />NOTE: ALL OTHER TRUSS BRG, CONNECTIONS ARE SIMPSON ETA20 OR EQUAL FOR
<br />MASONRY; DOUBLE SIMPSON H 5 FOR FRAME; & HUS26 FOR HUNG TRUSSES
<br />UNLESS OTHERWISE NOTED.
<br />THESE TRUSS UPUFT VALUES ARE LESS THAN CONNECTION CAPACITY
<br />w.?(rN~Y =__.u ~- ~__. .~....~: ETA20-~--r~-;--=f:- 98da-l~ X 11/'2"
<br />
<br />-TIMBER +=-.B~'_-lpH2 . .. 910 _.~-j6-&J.__
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<br />'. -~~u~~ c~nnectors IO.baPlac~d-diatri.a;~~~~:~hJ~e/~Jj ~24 ~-~2Q=-fod':'_ J
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<br />(TYP.)
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<br />eND JACK
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<br />111.(2). MAX.
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<br />INST ALLA nON
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<br />, p,r. 'BOT. PLATE
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<br />, ,ecALE: '41f.P-(2)"
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<br />uee elMFeoN liTAl2: (OR ~QUAl.) CONNECTORe OR EQUAL
<br />OR.$IMFeoN H2~ (OR E'QVAl..> cCNNl:!ctOR& f.I F~e WALLo
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<br />ecALEr '~II-'II-(2).
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<br />NAILING SCHEDULE
<br />
<br />L.d~., sMp
<br />, S~.ptal.lo lorsl Of blO(king, fae. nai
<br />Top Of sol. plalllo .rYd, .nd nail.d
<br />Slud 10 $01. prall. 10. nail I
<br />OO\lbl.d slud., fie. naif
<br />OO\lbl.d lop pIal... face n4il ,.
<br />Contin\lOll' hiad.,.lwo pl,cII
<br />ConlinuOll. Ilud., 10 slud. to.'nail
<br />1x1 shUlhltlg Of I... to tach b'Aring. fact nail
<br />Ov., t1.& s/juthng (0 tath buring, fac. nail
<br />6uill-vp cota" s(udl
<br />Suilt-up gild." and bum. vp 10 thl.. m.mb."
<br />
<br />.
<br />
<br />1/2. Gypsum Shuthing
<br />
<br />11 ga 1 1/2. GarvAniud
<br />7/16. head
<br />11 gal 3/4. GalvAniud
<br />7/16' hend
<br />
<br />3 al tach joist
<br />16.0.C.
<br />Z
<br />4
<br />B'O.C.
<br />16.0,C.
<br />16. O.C. along tach .dg.
<br />3
<br />,2
<br />3
<br />14. O.C.
<br />U. O.C, allop and botlom and slag~.r.d
<br />2 .nd. and at uch SpUct
<br />." O.C. at .dg..
<br />a. O.C. Al oth., buring.
<br />4" O,C. al .dg..
<br />a' O,C. Al oth., bearings
<br />
<br />;p
<br />
<br />1~d common
<br />l~d common
<br />1 ~d common
<br />ad common
<br />10d common
<br />1 Cd common
<br />1 ~dcommon
<br />Sd common
<br />ad COmmon
<br />ad common
<br />1~d cornmon
<br />20d common
<br />
<br />51a' GYPslArn Sheathing
<br />
<br />Gypsum WallbOlud
<br />1/2'
<br />
<br />1 3/S" drYWl111 nAil
<br />
<br />7" O.C. on ceiling.
<br />S. O.C, on wall.
<br />7" O.C. on ceiling.
<br />a" O,C, on wan.
<br />15 Inch O,C, allop and bottom .dgn
<br />
<br />16 inch O,C. at lop and bottom .dg..
<br />
<br />51a.
<br />
<br />1 1/2' drywl1l nail
<br />
<br />Hllldboard Lap Siding. Dir.ct t9 Slud.
<br />
<br />ad cOlloslon rtsislArlI with minimum shank diam.ler of
<br />O.O~~ inch lI.nd minimum hud dil1mtl., of 0,240 inch
<br />10d cOlloslon ruisiAnt wi\h minimum &hank d;lI.met" of
<br />O,Og~ inch lI.nd minimum htAd diam.le, of 0,240 inch
<br />~d cOlloslon luislAnI wilh minimum shArlk dill.m.l., of
<br />O,OQZ inch Arld minimum hud diam.t., of 0,225 inch
<br />8d corrosion ruislant with minllTlllm shank diam.lt! of
<br />0.092 inch and minimum head diamtl'., of 0.225 inch
<br />
<br /><I inch O.C, al .dg.. ArId 12 inch'O,C. at
<br />inlerm.dial. support.
<br />5 inch O,C. ".ag.. and 12 inch O,C. at
<br />inltlm.dia!..u ort.
<br />
<br />HardbOArd LAp Skiing. o.-e, Sh'~lhin\l
<br />
<br />HIordboArd Pan.1 Siding. Dir.ct 10 Stud.
<br />
<br />HardbOAld Pan.1 Siding, Ov., Sheathing
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE - 100 mph ZONE
<br />
<br />(d.l
<br />
<br />RIDGE UHE
<br />-------------------------
<br />
<br /><::}J .,
<br />
<br />
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<br />+- ...
<br />+
<br />+ ...
<br />+
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<br />I- +
<br />+ +
<br />t +
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<br />+
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<br />+ + + +
<br />+ + + +
<br />+ + + + +
<br />... + ... +- +
<br />\ I DC( Lit--(
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<br />G' . , . I
<br />~+ ~ + ~ + ~ + ~
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<br />
<br />3d COWJON NAILS 0 6- o/e .r o/e ij GAGLE' ENO'IIfALL OR GABLE TRUSS
<br />
<br />3d COMMON NAilS {} 6- o/e EDGES
<br />3d COMMON NAILS {} 12" o/e INTERMEDIATE
<br />
<br />NOTE:
<br />1) SEE STRUCruRAl NOTES FOR SHEA TIilNG SPEOFICA nONS.
<br />2) END JaNTS Of mE ROOF SHEA TIiING SHAll
<br />BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />
<br />
<br />''Ill
<br />
<br />STRUCTURAL NOTES
<br />
<br />11 COOES " ST-'NOAROi:
<br />1.1 S UNOARO BUilDING COCE CONGRESS LNTERNA TlO!llAL tat 11,
<br />1.2 BUilDING COOE REQUIREMENTS FO" RE,NFORCCO CONCRETE lAC. 311,891.
<br />1.3 AMUIICAN SOCIETY OF CIVIL ENGINEERS MlNIWM DESK>N lOAOS FO" BUllOINGS AND OTHER STRUCTURES
<br />(ASC! 7 181, '
<br />1.4 SP(ClfICATiO'1 FO" THE OESK>N. 'AMICATlON ANO ERECTION OF STRUCTURAL STEEL FOR BVILOINGS (AISC
<br />111-l EDITION!,
<br />I.S 'OUIGN $PEcIfICATlON fOR UGHT MfTAL PlATE CONNECTtD WOOD TRUSSES'!lY T)1E TRUSS PlATE
<br />INSTlTUTf tTP1I1US EDITION,
<br />
<br />21 OESIGN CRITtR!A:
<br />2,1 OWELlING fLOORS, 40 PSF LIve lOAD.
<br />2.2 !AlCONIES . 60 P$f LIVE lOAO.
<br />23 WAl.XWAYS . eo PS, lIVllOAD.
<br />2:4 ROOF OVER LIVING AREAS, 30 PSI' LIVE lOAO, 17 PSI' (7 PSI' TIC Sa 10 PSF!/Cl OEAD LOAD FOR SHINGLE
<br />ROOfS; 2S PSf 11 S PSF tIC Sa 10 PSI' !/CI CEAD lOAD fOR CONCIUTE TilE ROOfS,
<br />2.S WINO. 100 MPH, PER SacCI UNLESS NOTtO OTtlERWISE.
<br />2.& NlT UPlIfT OEAO lOAOS 10 PSF SHINGLE; 1 S PSF TILE.
<br />
<br />311Q.!l.: . .
<br />3,1 MINIMUM ALlOWABlf SOIL PRESSUJlE 2000 Pst,
<br />
<br />4' CONCRfTE:
<br />4. I CONCRETE COMPRESSIVE STR(NGTH AT 2S OAVS; 2SOO PSI \NO"'MAL Wl:IC.I-\T1,
<br />4,2 REINFORCING BARS: ASTM A&1S (GRAOE 6OJ.
<br />4,3 WELDEOWl.IIE fABAIC CWWFI: A'TMAtaS,
<br />4,4 DETAIL RUNFOACEMENT IN ACCORDANCE WITH ACt 31S,
<br />4.S CONCllfTE COVlIlAGI OF RE1NfORCEME,.,T: FOOTINGS 3. BOTTOM AND SlOES,
<br />4.1 EAR11-l SUPPORTEO SlABS: (INCLUDING VtTERIOR WALK AND DRIVI SLABSI 4" 11-ltCI<, REINfORCED WITH
<br />SXI. W1.4 X W1.4 W-IIIF AT MlO,OEP11-l Of SLAB, FIBERMESH MAY BE USEO IN LIEU Of W-IIIF AT
<br />CO,.,TRACTOA'S OPTION.
<br />4.1 CON<:F\H1NG OPERATIONS SHALL COMP\. Y WITH ACl S T ANOAROS.
<br />4,5 LAP SPlICI SHALL Bf AS FOt.lOWS: ,S BAR 24', 14 BAA 20", 13 BAA 15'.
<br />
<br />I
<br />I
<br />.I
<br />I
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<br />I
<br />
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<br />
<br />.
<br />
<br />.-
<br />
<br />. 51 MASONRY:
<br />S,I OE$IGN AND CONSTRUCTION SHALL CONfORM TO THE SPECifIC A TlON OF THE NA TlONAL CONCRETE
<br />MASONRY ASSOCIATION ANO ACI 530,
<br />S,Z MINIWM MASONRY UNIT STRENGTH: I'm 13!>O PSI.
<br />5,) MORTA" SHALL BE TYPE S 0.. M,
<br />5,4 ALL BLOCK CEllS ANO CAVITIES BELOW MAOE SHAll BE filLED WITH CONCRETE.
<br />S,S fill CflU W/11l IS IAR SHAll !If lOCATED 0 10', O. ote MAX, AT EACH CORNE" AND EACH SlOE OF
<br />OPENINGS GRtATt" 11-lAN 0.. (OVAL TO 1'.0.. fill CELLS W/l2I ,S VERT, SHAll BE lOCATED AT All GIRDER
<br />BU-RmS, iNClUOING HII'-SlT GlAOERS,
<br />. S.' LINTELS SUPPliED BY APPROVEO MANUFACTlJREA:
<br />~ 11 fE(.IICASr.CI'IITl CORPORATION
<br />Zl POWER CONCRUI
<br />3) AlliED PRECAST
<br />41 lOn
<br />
<br />'&1 WOOD:
<br />i:1\Vooo FRAMING MEMBtRS: U SOUTliERN YElLOW PINE /UNlESS NOTED OTHERWISE): ALLOWABlE BENDING
<br />STRES$(l'bl . 12!>O PSI; MOOVlVS 0' ElASTICITY. 1.&00.000 PSI,
<br />a,z OESIGN, fABRICATE ANO ERECr wOOO TRUSSES IN ACCOROANCE Wl11-l11-le 'OESIGN SPECifiCATION FOR
<br />LIGHT METAl PlATe CCNNEcTEO WOOO TRUSSES" BY THE TRUSS PlATE INSTlTlJTE. 1985 EDITION AND HIB-tl
<br />(IF APP\.ICABlEl,
<br />1.3 ALL EXPOSED WOOD OR wOOO IN CONTACr WITH EARTH OR CONCRfTE TO BE PRESSURE, TREATED.
<br />a,4 ROOF SHfATHIN4: SlI" CoO GIlAOI PlYWOOD (OR OSBI, 151 ROOfiNG fELT UNOEII 43' NAil ON fELT, .
<br />CONCRETE TlU, OR 1'2" C,O GJUOE PlYWOOO (011 7/1 a. OS81 VNOLR 30' FELT UNOEA 240. flBLRGLASS
<br />SHINGlES,
<br />a,s UNTREATEO WOOO SHALL NOT Be IN OIRECT CONTACT Wl11-l CONCRlTE, SEAT PlATES SHALL Be PROVIOEO
<br />AT BE.....ING LOCATIONS Wl11-lOVT wooerN TOP PlATES,
<br />
<br />· TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPEClflCA TIONS COMPL" Willi THE
<br />STANDARD BUILDING CODE, SECTIO~ 1205 fOR 100 mpl1 WIND Z
<br />11991 EDITION).
<br />
<br />I
<br />~h~
<br />1!ATE
<br />
<br />lING
<br />
<br />71 MlCRO-L...M LUMBtIl:
<br />7,1 MlCROLAM STAESS GRAOES SHALL PIIOVIOE THE FOLLOWING MINIMUM PROP(I'ITIES:
<br />E . 2,000,000 PSt
<br />f'b . 2.800 P91
<br />1'1 . 1.S!>O PSI
<br />fe . 500 PSI (PERPENDICULAR)
<br />Fe . 2,700 PSI ,PARAlLEU
<br />F" . as PSI
<br />
<br />.
<br />· THIS DRAWING AND DESIGN IS VAUD fOR 12 MONTHS AFTER TH
<br />IT IS SIGNED AND SEALED,
<br />
<br />" SIGNED AND SEALED fOR THE STRUCTURAL PORTION OF THIS OR
<br />ONLY, '
<br />
<br />.
<br />
<br />D E DANeCO p.o. eox 3<af6
<br />" APOLLO eEA.CW, F1.. 3
<br />, . ENGINeeRING (813) 64!;-(2)166
<br />
<br />12
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