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<br />0~~8~t \95~J~-~9f CONNEC r - \ CX~~~~~- \ -F~~J~~~~s
<br />TYPE \ LOCAflON TlON Q2TY. 251\6132-10dx.1W'.;
<br />F HE~2Q. _ ~ ,.-. I."
<br />f1!. t. HETA20 i 2 1_-_ 2.~461- 3'?-=-:=10d x)' 2._:
<br />\ B I ___ -,.-- r i I
<br />f5 1-_.'-..F..' ..- -2,4,).!1- HGqS_2.8.,.~.)...\=.1i=-%~~~..=~i~~.6J.~.d.(.~.;'.'.\
<br />._ .. ___ J~_n_B_____..l._ _. 2,!3.!.l___ ~~~f~?O_ ---t---2.---t--------- .----- -n-=~_~-~ ___._.,
<br />\ I . . I. _.. I ------1--.------- t 32 10d1
<br />-'---.. . --,- -.-.-- -L--- . -1-.----5208\--- HYY22-'~~-C=-_1___..__-._5_~5-0-~------=-- ----.-.j
<br />f6 .' . .....- -.--1---. _u" 1.--- ---22--' I 1 I 5250 L_~l---=1QQ_---l
<br />- . .1_._ f~____.. ____~_??5_, -- ___JiIT---.--__l--,,---. -~~rETA2o"OFiEQUAL FOR I
<br />N(YtE:'ALL OTHS1 TRUSS BF1G, CONNECTSfl102~~~F~ER~~:S~ HUS26 FOR HUNG TF1USSES,\
<br />MASONRY; DOUBLE SIMPSON M I ,
<br />~~~E~~~~~~:0~G~ 70~~~~~~\~~~~~THAN CON~ECII()NCAP,AClTY_
<br />
<br />1--. _ n __ .--. \ I ETA20 T ---I . .=_11-~c5 \~~fO~'lOd- x 1112'"
<br />
<br />\MJ\SONRY. n_.\ MfS12r 1816lji~11\-10d x 1'//
<br />\ TIMBEf~ !-. _ _ I
<br />I , n I -1550" ;-20-=-16d x 3112" i
<br />I, ..__. t. j HUS26: 1, ' . .-
<br />: GIRDER i . . - '. II to each'other,
<br />k Double connectors to be placed dlagona Y H opposite side of the truss whid1 could
<br />k k 00 not drive nails througt1 the truss plate on 1e
<br />force the plate off the truss
<br />
<br />v
<br />
<br />1
<br />I
<br />
<br />
<br />t"YPlCAt. !l1'A / J4n'f'A lNe,'rAU..ATlc.N
<br />
<br />WiF<Ue,e, :~~~Ar1 ri\!d; ~jOcI'f~e;
<br />
<br />1) ALL CONNEC nONS PER SIMPSON CATALOG
<br />C-95H-1 CONfACT ENGINEER FOf~ ALTERNATE
<br />CONNEcnONS
<br />2) LA YOU r WAS PRODUCED BY THE muss MANur ACTURER,
<br />AND IS SHO\~N ON HilS DRAWING FOR REFERENCE ONLY,
<br />J) PRE -ENGINEERED WOOD TRUSSES SPACED 0 24- o/c
<br />TYPICAL. UNLESS NOTED OTHERWISE
<br />4) SEE FLOOR PLAN AND ELEVATIONS FOf~ ADDITIONAL
<br />ROOF INFOR'AA TlON.
<br />5) TRUSS LA yours AND TRUSS ENGINEERING PROVIDED BY
<br />TI-lE TRUSS ENGINEER TAKE PRECEDENCE OVER TI1E TRUSS
<br />LA YOur AND UPLIFT SCHEDULE SHo\lyN ABOVE. IF THE
<br />LA YOU T OR TRUSS VALUES ARE REVISED BY THE CON TRACTOR
<br />AND / OR THE TRUSS PLANT, DANSCO ENGINEERING, P.A.
<br />MUS T REVlE.\'l' AND REVISE THE PLANS AS NEEDED.
<br />
<br />. ......~...:a.___'M'____. ..-~~~~...~w....~~~'~.~_._~......._.........~~
<br />
<br />
<br />UPLIFT CONNECTION Cf~OSS-r~EFERENCE***
<br />
<br />c_ --1
<br />
<br />~--_..-~---- --._---_._-
<br />_.~ - - - _.. - -- -- - -- .~-- . -, - ---.- -..~.~- --~--
<br />SIMPSON STRONG TIE . HUGHES MANUF ACTUr~ING, INC. SOUTHEASTERN METALS MFG,
<br />
<br />CON~NEcrOR. CAP-ACI fY FASTENERS CONNECTor~~rcAPAciTY~~ 'FAS.TtNERS CONNEcror~- - CAP-AcIT-Y~-- ~~FASTENEf~S-
<br />
<br />_ E!~12_ 580 5 - 10d x ~:... ~_? 500 5 - 10d x 1 1/2" TAPR.28 . no 5'-':-i-O~j x 3" -
<br />ETA16 725 8 - lOd x 1 1/2' TA16 601 -, - 10;j;1-,/2" TAPR210-- -865-- --6"--=1o;j-;-3-'-1
<br />----- ----- - -_. --.-.--- - --- -- ----~
<br />_ __~!~.2? 1160 10 - 1~ x 1 '/2" TA20 902 9 - lad x 1 1/2" TAPR21.2 1153 8 - 10d x.3" I
<br />HET~?Q_ _J.?_45 16 - 10d x 1 1/2" _ LF>TA--=------ ,-500--15 - 10d x I 'L2" t---TAF'R216 1585 - 11-=-'O;j-;--J'- i
<br />____~12.5 394 10 - 8d ~~__ f~~~1.R~ ---494 8--=-&.1;11/2" HCPR- - HC~ --520-- -(8f~ --l!,
<br />__~1..5 4j~_ 8 - 8d ~2- HCLH Rf~---=- ____=- 4~~==- _~_- -Sd-;-11/"2" f~-CPR--=l~CPl-- ____i?Q-=--= ~~_=-(i~.f_~2=~-=;
<br />_~L__ 884 14 - 8d x~~ NO CWPARABLE CONNECTOR . NO CO~PARABLE COt-.NECTOR !
<br />WT~8B J181 24 - 10d x ,r N6c~PAR-A6LE CONNlcT~___ _ NO cCiiPARABLE CO~NECTQH-:==-~_-~J
<br />___I.AAS 990 6 - 10d x 1 1/2' MS 950 8 - 10dx 1 1/2- FA-J ~B40 6 - 10cj x 1 1/2. !
<br />_~2P2A · 2175 5/8'~ BOLTS _A.Q.?8. 3265 3~~"~BciTS ADS-2 --S-1-6S-- 3--=-"5/a:_0_'?oLrsl
<br />_--'!'~Q~~ · J~05 3/4-~ BOl TS AD~.a...!_ _~_~5 3 - _~L4".'~__BOL~ A~S-=-5_ 4.265 .3 - }j~~!_o._OL T~J
<br />HD6A · 4405 1 /a-~ BOLTS ADl A . 8050. 2 - 7/a"oJ ADS-l I 7900 2 - 7. /0" ~ I
<br />_ _ 1 - 1 1 /8" ~ BO~.~ ~__ __ ~.=-!.JL8.'!__.Q.~12~ I
<br />LUS26 935 / 104_5 .. 8 - 10d x 3" ~-lA2~_ 861 / 2854_ (1~~_ (3) IOd NO CWPARA8LE CO~~~~!E:__C2~iR .
<br />HUS26 1550 / 3205.. 20 - 16d x 3 1/2" EHUH26 108 / .3000 (20) 16d / NO CWPARABLE CONNECTOR !
<br />
<br />2013 / 1100 10 (11~ l~d' )11" NO CGi.lPARAslECoi,NECTOR-..--.m.~.nll
<br />(14) IOd x 1 1/2"
<br />~~9___ J?_-=-~~~2~ F~P18 7~~___~__~6[~j__-=1
<br />60~_ J~)J.~~~Jl~~_ ----.BIP.l.8811_ _?~Q__.j6)JC.1_~~_'.J?:_~
<br />906 (1~2 16d x 3 1/2" RTP18_~~~ 11.1_2____ jRL~_6d..~_3_1j2"._J
<br />1208 ~_6) 16d x 3 1/2" Rl~18320 1172 =i-~~l=~~~--~~~~~~~.~J
<br />
<br />HUS28- 20007 .3775.. .30 - 16d x 3 1/2"
<br />
<br />EHUH28
<br />
<br />A35.
<br />----------1'
<br />MTS12
<br />-------
<br />MTS16
<br />---~-
<br />MTS20
<br />
<br />12 - 8d~2~ _XA~
<br />14 - 10d x 3- RT12nv
<br />14 - 10d x 3--- - RT16rN
<br />--
<br />14 - lad x 3" RT20TI\'
<br />
<br />500
<br />1000
<br />1000
<br />1000
<br />
<br />MIN,MUM .3" M(I.iGER
<br />.. REACTIONS ARE FOR ROOF LOADS ONLY
<br />... DO NOT [)r~IVE NAILS THROUGH THE muss PLA lE ON THE OPPOSITE SIDE or THE muss, ','y1jICH COULD FORCE
<br />THE PLA lE OFF OF mE TRUSS,
<br />
<br />4- MIN, DJ8EDMENT
<br />SEE SCHEDULE FOR
<br />lE AND QUANTITY
<br />or FASTENERS
<br />
<br />
<br />"rwrCA!.. ~IJ;~ li',IOT~L!..A'tIOt'J
<br />
<br />LOCA nON OF SECON[}--,\
<br />H5 \
<br />
<br />
<br />
<br />rr-PICAl. t4~ IN~T A~..w~"rrC1
<br />
<br />
<br />1
<br />
<br />.....,. ,---------
<br />~l1"A / H~'rrA lN~TA!..L.ATro.'J 0 Mlr.Ie,O.6N
<br />- -
<br />
<br />. ~~-~....-~~-_.......~..~~~.......... ...... ~ ~-~_...._~~~~ ~_...,~~-~.-.~-<_..,--~........-._~ ~.*.. .~.._-._,~-~.~
<br />
<br />[
<br />
<br />/PRE-FAO CH:MNEY CAP
<br />fL~9liNG
<br />
<br />StRuCrURAL. NOTE6
<br />
<br />s\UPSOH H5 AT -\
<br />[ACH wONT T'(p,
<br />
<br />f~ .-( -.---
<br />ZV1
<br />z -::.:>
<br />-t: ~--
<br />z~ ~~
<br />::t:1 ex
<br />~f~ ~~ GAlV ~ETAl flASWN(}
<br />"j -
<br />o a::: .-(
<br />10
<br />~x
<br />
<br />"
<br />
<br />1) coors.
<br />1,1 STANDAPD BUILDiNG C(U CONGRESS iN1ERNAllCtm. (I~~I),
<br />12 BUiLDING COOE REQUiRE lJE.N IS FOR REINFORCE.O C0NCRE Tt (ACl .318-89)
<br />1.3 A"'F.RICAN SOC,ETY C*" CIY1l ENGINEERS lAiN,lJUA DESIGN LeADS FOR BUilDINGS AND On1lR SlRUC11JRES
<br />(ASCE 7 -88),
<br />1.4 SPECIFICATION FOR n{[ DESIGN, FAGRICATION AND E.RECnON Of SrRUC11JRAL SlHL FOR BUILDINGS (AISC
<br />9TI~ rDITlON)
<br />1,5 "DESIGN SPEClflCAnON FOR UGHT I.AETAL PLAf( CW!';ECTED 'oY(X)() iRUSSt:S" BY mE muss PLATE
<br />iNS n n) IE (rPI) 1985 ED! nON,
<br />
<br />y:-2"x4" BLOCKING (SEE IJA~UF. SPECS
<br />FOR M\N,'JUU DISTANCE) ..
<br />
<br />/~(x1IRIOR F1N19i
<br />
<br />. ..---PRE-FAB CHil,1NEY
<br />./
<br />
<br />mOCKING tl MiD POiNT
<br />/ \\}iEN CHIMNEY EXCHDS 6'-0"
<br />/ IN HEIGH T
<br />
<br />1/20 SHEA.THiNG OR ose,
<br />
<br />~'2"x4" SruDS @ 16" O/CMA.X.
<br />
<br />
<br />
<br />2) DESIGN CRl1ERIA'
<br />21 D~LLiNG FlOORS - 40 PSF LM LOl-D.
<br />2,2 BALCONiES - 60 PSF lI\'( LOAD.
<br />2,3 WALK,'iA YS - 80 PSF LIVE LOAD.
<br />2.. ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 Pst (7 PSt TIC & 10 PSF A/C) DEAD LOAD FOR 9~INGLE
<br />ROOFS; 2S PSt (15 Pst T/e & 10 PSt B/C) DEAD LOAD FOR CONCRETE lllE ROOFS.
<br />25 N,ND - 100 MPH, PER saCCI UNLESS NOlED On{ERMSE
<br />2,6 NET UPUFf DEAD LOADS 10 PSF SHINC.t.E; 15 PSt llLE.
<br />
<br />- - - - - - -~
<br />
<br />
<br />/,
<br />
<br />3) SOIL:
<br />3.1 IJ,N;MIjM ALLOW/lGLE SOIL PRESSURE 2000 PSf.
<br />
<br />I GAL V. M fl. flASHING
<br />
<br />muss TOP CHORD
<br />
<br />4) CONCRETE:
<br />".1 CONCRE1E CCMPRESSl\tf SlRENGn~ AT 28 DAYS: 2500 PSl (NOR~AL 'M:IGHT),
<br />42 REINFORCING BARS: ASTlJ A515 (GRADE 50).
<br />.UM:LOED \~RE FABR1C ('N',l,'F): ASHJ A185
<br />44 DETAIL REINFORCEMENT IN ACCORDANCEMn-l ACI .315,
<br />4.5 CONeRE IT COVERAGE Of REiNFOOCElAEN T: FoollNGS 3" GaneM AND SIDES,
<br />4.6 EARTI-l SUPPORTED SlABS: (INCLUDING EXTERIOR WALK AND DRI\~ SlABS) 3 1/20 TIjlCK MIN. REiNFORCED
<br />\..,n-l 6X6 - Wl,4 X W1.4 \l{~ AT MID-DEPni Of SlAO. FlB[l\~ESH MAY BE USW IN liEU Of \l(\~f AT
<br />CONTRACTOR'S OPTION
<br />U CWCRETiNG CH.RATlWS SHALL CC~PLY\~n~ ACI STANDARDS.
<br />4.8 LAP SPLICE SW,LL BE AS FOlLOWS: NS BAR 25", 64 BAR 20", 13 BAR 15",
<br />
<br />5) MASC.t-;RY:
<br />5.1 DE$lGN AND CONSTRUCTION 9iALL CONFORtJ TO n~E SPEClflCATION Of mE NATlONAL CONCRE1E
<br />MASONRY ASSOC1A T10N AND ACl 530.
<br />5,2 MiNilAU!" MASCttRY UNIT STRENG1l--i: 1m 1350 PSI.
<br />5.3 !JORTAR SHALL BE TYPE S.
<br />5,4 AU BLOCK CELLS AND CAVITIES BEWN CRADE SHALL BE FILLED 'MTH CONCRE1E ~HEN STDJ WALL
<br />IS GREA1ER n~AN 2.r TALL A80\1: GRADE.
<br />5_5 FilL CELLS wi (1) IS BAR SHALL BE LOCATED 0 10'- 0" o/e MAX, AT EACH CORNE.R AND EACH SIDE Of
<br />OPENINGS CREA TlR niAN OR EOUAL TO 6'-0-.
<br />5,6 UN1ElS SUPPUE.D BY APPROvtD MANUFACTURER:
<br />1) FECP/CAST-CRE1E CORPORATION
<br />2) PO.....'[R CON eRE TE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />
<br />6) wooo:
<br />6,1 'NOOO srnucn;RAL FRAMiNG MEMBERS 12 soun~["N YELLOW PINE (UtJLESS NOllD OTH(R\W3E) \~TH AN
<br />ALLOWABLE BENOiNG smESS (Fb) PER NOS-~l = 1250 PSI AND A MODULUS OF ELASTlOTY = 1.600,000 PSI
<br />EXCEPT SlUDS 'M{ERE $PF STUO OR CONSTRUCTlON GRADE IJAY BE USEO,
<br />5,2 DESIGN, F ABR1CA f( AND ERECT WO(:(J lRUSSES IN ACCORDANCE 'M n~ n~E "DESlGN SPECiFICATION FOR
<br />LIGHT METAL PLA1[ CONNEC1EO woc:.o TRUSSES' BY niE TRUSS PLAT[ INSnnJlf. 1935 EDITION, H:B-91
<br />AND 0') T - 83,
<br />6.3 ,AU EXPOSED WOOD OR WOOD IN CWTACT 'Mn~ EARm OR CONCRETE TO BE PRESSURE TREATED
<br />6,4 ROC*" Sl1EA~ING: (APA RATED EXPOSURE 1) 1/2" PLYNOOO OR 7/16- OS8 IJIN:IJUlJ SHINCLES OR TlLE
<br />6,5 lJN1FEATED 'M.)()D SHALL NOT BE iN DIRECT CONTACT \'I1TIi CONCREf(. SEAT PLATtS 9iALL BE PROY1DED
<br />A T BEARING LOCATIONS 'M TIiOU T 'M)(()E.N TOP PLA lIS,
<br />
<br />
<br />$: PSON !A TS 12 6} EA. COR NER
<br />{)W8lE 2"d" BLOCKING
<br />
<br />et!CTION "A-AI
<br />
<br />SCALE: 3/4"::1'-0"
<br />
<br />36" MAX.
<br />1---- r
<br />
<br />.....
<br />
<br />ATTACH BLOCKING /
<br />TO TRUSSES w/ $IMPSON
<br />AJi ANGLE TYPICAL
<br />
<br />
<br />7) IJICRO-LAlA LUMBER:
<br />7.1 MICRO-LAM SffiESS GRADES SHALL PROVIDE n-lE FOlLO'NING MiNiMCM PROPERnES:
<br />E '" 2.000,000 PSI
<br />Fb,,: 2.800 PSl
<br />Ft.- 1.850 PSl
<br />fc,,: 500 PSl (PERPENDICULAR)
<br />Fc:: Z,lOO PSI (PARALLEL)
<br />Fv '" 285 PSI
<br />
<br />SLOPE
<br />
<br />...
<br />
<br />$!MPSON MTS12 0 EA. CQRNER
<br />i
<br />I
<br />PRE - ENGlNE(REDNOOD lRUSSES
<br />
<br />~-
<br />
<br />/
<br />
<br />
<br />.......,.:.--
<br />
<br />/
<br />
<br />~ /~~:ElI
<br />
<br />
<br />. (- - - - - - - - --
<br />
<br />.~~~
<br />
<br />,
<br />
<br />PRE - F AO CHIMNEY ASSEM8L Y
<br />
<br />,
<br />
<br />-2'X4" @ 16' O/C MAX.
<br />.2"d" BLOCKING TYP.
<br />
<br />T'Yt)ICAl.. C....IMNtiV F'L.6N
<br />SCALE: 3701'=0.
<br />
<br />,.....
<br />l
<br />
<br />- .~~.' .-- - -~~ -~. -~~.- ~ K -- "'_~"""""'~14""'~
<br />
<br />2~x BUILT-UP COLU~W--"\..
<br />
<br />
<br />
<br />n1RU SOL TS AS REQUIRED
<br />BY MFG,
<br />
<br />QIMr~~l ~Y'n.~Oi\.lt=:'J "r1 t~ ~4 0
<br />
<br />o
<br />
<br />~ +
<br />
<br />I- I-
<br />
<br />+ I-
<br />6' ..0.
<br />
<br />" ,-~-"
<br />
<br />+- I-
<br />
<br />+ ..
<br />
<br />t- ..
<br />
<br />. ,..--- ~~ - - -' -~~.. - . ..., ., ....- .... ...._-~~--~..
<br />
<br />1l.Ia....
<br />
<br />ROOF DIMJHR,AGM NAILING SCHEDULE - 100 ~h ZONE
<br />
<br />RIDCE LiNE
<br />
<br />~
<br />
<br />t
<br />
<br />I-
<br />
<br />+
<br />
<br />
<br />I-
<br />
<br />+
<br />
<br />+
<br />
<br />- "
<br />I + 'f~1- I- I ~ +- I- + I
<br />I- t t '0 +- I- t I- ~ ~ ~ t
<br />t + t ..,I I- + I- t .., t t t
<br /><~,
<br />f--':'-~~~. t . -4 ~ . ..
<br />
<br />- RI[)(,E liNE
<br />
<br />t
<br />
<br />~+ t ~~~l
<br />+- +- +- I-
<br />o I I I
<br />
<br />
<br />I -1
<br />
<br />8d CCM~0N NAILS 0 6" o/e -- r o/e 0 GABLE ENDNALL OR GABLE TRUSS
<br />
<br />3d CCV}~ON NAILS 0 6' o/e EDCES
<br />3d CWM0N NAilS 0 12" o/e iNTERVEDIA11
<br />
<br />HOlT:
<br />1) '11 SlRlKMAl NO:!'; fell ?(Al'H~r. ~1J/lc.An(N<;.
<br />1) f'Il) ,UITS ~ lHf P.fXi ~J( Arr' I'lG '}; j,( L
<br />tt" S T A~PlD A.~' 0C"0Jll O',Hl rR1.\jMC; :.o(jf it
<br />
<br />TYPICA!.. M"ro IN{Yr~\U-A"i'Ic,'!
<br />
<br />~IC.~~", M'mr3'~ IN~T^'..!.AilC'l'l
<br />
<br />~_ ~L _ ._~,
<br />
<br />----~---_._--
<br />~~~~:a..oa.."""r~~'oL' .... -~~~~. .... ~.. ."-..."".. .- ~~_'..a:..~.;a.~_.-"':_
<br />
<br />...........~.. '"-'-~.....~~
<br />
<br />REQUlf~ED SAFETY GLAZING IN HAZARDOUS LOCA TIONS
<br />
<br />(RE: SBC 2703. 2,1)
<br />27032 Hozardous Locations
<br />270.32.1 The follc"iig sholl be coosi<k1ed specific Mzordoos locations fI"J the purposes of
<br />gloz in'): I
<br />1. Cl'Jlin.}" iigms and t'1tss doofs tXCE'pt jNlolJsies,
<br />2. aazing in fixed an,j sliding p'Tlels of slidii9 (patio) dOO' assembl;es and per,els in
<br />s'kw,giog dO(,1("S.
<br />J. Oozing in storm dOOIs.
<br />4. Oazing in 011 unframed s."'inging doors,
<br />5, Oozing in doors and encloS'Jres for hot tubs. whrlpools. S(}Jnos. steam rooms,
<br />bothtub, and llc'rH:n. Oozing in ooy pOftioo of a blJi.ji1'l W<JI! endosin'l the--..e
<br />compOftments where tbe bottom edge of the <},n"g i, less than 60 inc~,es (1524
<br />mm) obore the dra., filet.
<br />6. Oozing in on indil'idual fixed or operlJb~e paroel adpcent I) dw- where the nearest
<br />,ertic,j ~ is within 0 2~ indl (610 mrn) crc of the dO<<" in 0 c1ose,j po$itiCfl OI1d
<br />whose bottom edge is less lhon 60 in<J,es (1524 mm) obove the floor or walking
<br />surfoce,
<br />], Oozing in 00 individuol fiXM or (.yefoole pone-!. other than lhose locotions dC'SCficed
<br />i1 items 5 and 6 above, thot meets all of the followio9 conditions:
<br />1. Exposed arN of on t'idivi,1J.j p')ne greoter than 9 sq. fl (0.84 m2)
<br />2. Bottom edge less thoo 18 in<.r,es (457 mm) above t~,e flw-
<br />3. Top ed~ 9f~ter thon 30 ind',es (91. mm) obo-..e the floor
<br />4. (X,e Of more walking surfoces Within Y5 ticl1es (914 mm) horizwto!ly of the
<br />plane cf the glozing,
<br />8. All glozing n roilings rt9'Jrdless of (lea or hei9ht 000'Vt 0 wo~king surfoce including
<br />strudural baluster ponds \J1d noostrvdur,J in-fill p':J'\ds.
<br />9. Oozing in '.wafts ond fences enclosing indoor ond outdO<<" S'.wimming pools '.where the
<br />bottom ed<';e of the 'lozing is 1) less thO') W indles (1525 mm) above the walking
<br />surfoce CX1 the pod side (J(ld 2) '1ithin J6 irK/',es (914 mm) horizootally of lI",e
<br />wolkng surface Cfl the pool si~, This llon opply to sinrje glazing md 011 p'Jnes in
<br />muitiple glozing.
<br />
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<br />. TO n,[ 8EST OF THE E.NGINEER'S KNONl EDcr AND BFUE r. mE
<br />S lRlJCruRAL PLANS ANO SPEeFlCA 110NS CCMPty '0'11 iH nlF
<br />STANDARD 8UILDi~G CODE. SECTION 1205 FOR 100 rr,ph.'M',[) ZO~.E
<br />(1991 EOmON),
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<br />· TI1iS DRA','>ING AND DESIGN 1$ VAliD FOR 12 MONT'r1S AFTER THE DATE
<br />IT IS SIGNED AND SEALED,
<br />
<br />~. SIGNED AND SEALED FOR n'E smucruRAL PORTlON or n1!S C'RAN:NG
<br />ONLY.
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<br />~ .SUMMER IIIl,L BUILDER,S __
<br />/\ \ ecAL8--lOiEo IDf<A).tN BI(A
<br />DATE '113m} ISLAND ~}t '" -i?O'!,j:m'
<br />TRUeS LAYOUT, No'rES
<br />950779 I el
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