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<br />MASONRY; OOVBUiSl r . . I . .' ,.....
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<br />&TF<UCrU~AI... NOrSe
<br />I) COOES: ~
<br />1.1 STANOARD BUIlDING C(t{ CONGRESS INTtRNAn~^l (1991),
<br />t.2 BUILDING COOE REOUIREMf.NfS fOR REINfORCED CONCR(n: (Aa 318-89),
<br />1.3 AMmlCAN SOClEN (f" CMl ENGINEERS I.4INIIJUM DESIGN LOADS fOR BUILDINGS AND OTHER STRUCTlJRE$
<br />(AseE 7-88). \.
<br />1.4 $P(ClFlCATlON (OR nit DES1CN, fABRICATION AND [R(CTlON Cf SfRUCruRAL STEEL fOR BUILDINGS (A1SC
<br />9m EDlnON).
<br />'.5 -DESIGN $PWflCATlON rOR UGIH I,(EfAl PLAn: CONNECTED 'M)OO TR1JSSES- BY nlE TRUSS PLATE
<br />INsnrufE (WI) t985 EDITION.
<br />
<br />2) DESIGN CRITERIA:
<br />2.' O'W{WNG flOORS - 40 PSF U\{ lOAD.
<br />2.2 BALCONIES - 60 PSf 1I\{ LOAD,
<br />2.3 WAlKWAYS - 80 PSF U\{ LOAD.
<br />2.4 ROOf O~R LIVING AR(AS - 30 PSF LIVE lOAD, 11 PSF (7 PSF TIC & 10 PSF B/C) DOD LOAD fOR SHINGlE
<br />ROOfS; 25 PSF (15 PSf Tic & 10 PSF a/c) DEAD lOAO fOR CONCREn: TILE ROCfS.
<br />2.5 WiND - 100 MPH, PER saea UNLESS NOTED o TI-iER I'd st.
<br />2.6 NET upurr 00,0 lO....OS 10 PSF SHiNGlE; 15 PSf TlLE.
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<br />j) SOil:
<br />Jot MINIMUM ALLOWABLE SOIL PRESSURE 2990 PSF,
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<br />4) CONCRE T(;
<br />4.t CONCREfE COMPRESSl~ STRENcrn AT 28 DAYS: 2500 PSI (NORMAL 'M:ICHT).
<br />4.2 REINfOOCiNG BARS: ASN A615 (GRADE 60).
<br />4.3 I'lLOEO \Ir1RE f"BRle (W.\f): ASTY AI85. .
<br />4.4 DETAil REINf'ORcrI.4(NT IN ACCOROANC( \'ATH AO .315.
<br />4.5 CCNCRET[ CO~RAC( (f" REiNfORCEMENT: fOOTINGS j" BOTTOY ANO SIO(S,
<br />4.6 EARTH SUPPORTW StABS: (INCLUDING EXTERIOR WALl< AND DRI\{ SlABS) 3 1/2" nilCK lAIN., REINfORCfD
<br />\'Ani 6X6 - Wl.4 X W1.. WNf AT MtD-Df.PTH C$ SlAB. flOCRIJESH I.fAY BE usm IN UEU Of W~ AT
<br />CONTRACTOR'S OPTION,
<br />4.1 COOCREnNC ()>(RAnONS SHALL COt.APLY 'MTH ACl STANDARDS.
<br />4.8 lAP SPUCE SHALL BE AS f'CtLOWS: 15 BAR 25", '4 BAR 20", 13 8AR '5-.
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<br />5) MASONRY:
<br />5.1 DESIGN AND COOSTRUcnON SHALL CONfORM to n~ $f'EClflCATION Of 1l1E NATIONAL COOCRETE
<br />IAASONRY ASSOOAnON AND AO 5.30.
<br />5.2 MINIMUM t,AASONRY UNIT SfR(NGTH; (m 1350 PSI.
<br />5.3 MORTAR SHALL BE TYPE S.
<br />5.4 ALL t3lOCK CUlS AND CAVITIES Bnow GRADE SHALL BE FltLED 'MTH CONCRHE '#MEN STEM WALL
<br />IS (,REAlER mAN H" TALL A80'v{ GRAD{.
<br />5.5 fill CEllS W/ (t) 15 BAR SHALL BE LOCATED 0 10'- o' Ole MAX, AT EACH CORNtR AND EACH SIDE Cf
<br />OPENINGS CREAllR n~AN OR EOUAL 106'-0",
<br />5.6 UNTflS SUPPliED BY APPROVED MANurACNRER:
<br />1) fECP/CAST-CRETE CORPORAnON
<br />2l POv.{R CONCRE T[
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<br />6.1 WOOO STRUCruRAL fRAMiNG !.C[IAB(RS: 12 SOO\l1(RN )tllOW PINE (UNLESS NOTED. OTI1(R'MSE) \~TH AN
<br />ALLOWABlE BENDING STRESS (fb) PER NDS-91 :::: .250 PSI ANO A J.4OO1JLUS Of (~STIOTY == 1,600.000 PSI
<br />uctpr sruos 'M~ERE SPt sruo OR CONSTRUCTION GRADE MAY 8[ usm.
<br />6.2 DESIGN, F ABRleA T[ AND ERECT WOOD TRUSSES IN ACCORDANCE ~ni 1l1E "DESIGN SPEClflCA nON fOR
<br />LIGHT J.4ETAL PLAfE CONNECTtO WOC() TRUSSES- BY niE TRUSS PlATE INsnnnr, 1985 tolnoN, HIS-91
<br />AND OST-aa.
<br />6.3 AlL EXPOSEO WOCO OR WOOO IN COOTACT 'Mm (ARm OR CONCRETE TO BE PRESSURE TREA llO,
<br />6.4 ROC*' S1~f.ATI-ilNG: (APA RATtO EXPOSURE .) 1/2. PLYWOOO 00 7/16. 058 MINlI.IUM SHINGlES OR TlU:
<br />6,5 UNTREATtO 'M)()() SHALL Nor BE IN DIRECT CONTACT I't1n~ CONCRET(. SEAT PlATtS SI~All BE PROVIDED
<br />AT BEARING LOCAn~s 'MIltOOT 'ItQOOEN TOP PLATtS.
<br />
<br />7) MICRO-LAM lU!J8ER:
<br />7.t MICRO-LAM STRESS CRAD(S SH~Ll PROYlDE THE fOllOWING MiNIMUM PROPERTIES;
<br />E :a 2,000.000 PSI
<br />fb,.. 2,800 PSI
<br />ft:% t,85O PSI
<br />fc:: 500 PSI (PERPENDICULAR)
<br />fe;s 2.100 PSI (PARAlLEL)
<br />f'v.. 285 PSI
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<br />-
<br />
<br />UPLIFT CONNECTION
<br />. .<' "" .
<br />
<br />SIMPSON STRONG TIE .,
<br />
<br />CONNECTOR CAPACITY ~A$TENERS
<br />
<br />ETA12 580 5 - ,10(,1" x 1 1/Z:
<br />ETA16 125 8 - '1Od lC t t 12'
<br />HA20 1t60 to - tOd x t fli'
<br />HETA20 1845, 16 - fOd :c 1 1 i2'"
<br />, H2.5 394 10 - 8d x tin-
<br />H5 432 a - 8d )( t f/2--
<br />H7 884 14 - ad lC 1 f72- ·
<br />!JTT288 3787 24 - fOd x J"
<br />MAS 990 6 - lad x 1 1/2"
<br />HD2A · 2775 ' 5/8-~ BOlTS
<br />H05A .. 3705 J/4"~ BOlTS
<br />HDeA . 4405 7/8"?J BOlTS
<br />
<br />CROSS-REFERENCE***
<br />
<br />,..:' _~ ~~ ~1
<br />SOUTHEASTERN METALS 'MfG. .
<br />CQNN~CTOR' CAPAC1lY' FAgT€N~RS~-
<br />TAPR28 120 5 - tOd x' 3~
<br />--..~-
<br />TAPR2fQ 865 6 ... .tOd x 3"
<br />. T,&,PR2f2' 1153 ,8- lOd x j;;-
<br />TAPR216 1585', 11 -. fad x J"
<br />HCPR - HCPL 520 < (8[~ ~
<br />HCPR - HCPl 520 (8) &j
<br />NO COMPARA81E CONNECTOR .,
<br />NO COMPARABLE CONNECfOO -
<br />940 6 - 10d x 1 t/2-
<br />3165 J - 5/8~~ He(TS
<br />4265 .3 - j!4"t BetTS
<br />7900 2 - 7[a~
<br />1 - 1 1/8-'1 BOlTS
<br />~~
<br />NO COMPARABLE CONNECTOR
<br />NO COMPARABLE CoNNECToR
<br />
<br />.
<br />, '
<br />
<br />, .
<br />
<br />1) ALL CONNECTIONS PE.R SIMPSON CATALOG
<br />C-95H....l CONTACT ENGINEER FOR AL TERNA TE
<br />CONNECTIONS
<br />2) LAYOUT WAS PRODUCED BY ll-lE TRUSS MANUFACTURER,
<br />ANO IS SHOWN ON ll-lIS ORA\'ANG FOR REFERENCE ONLY.
<br />J) PRE-ENGINEERED WOOD TRUSSES SPACED @ 24- Ole
<br />TYPICAL. UNLESS NOTED QmER'MSE
<br />4) SEE flOOR PLAN AND ELEVA nONS fOR AOOInONAL
<br />ROOf INfORMA nON.
<br />5) TRUSS LAYOUTS AND TRUSS ENGINEERING PROV1DED BY
<br />mE TRUSS ENGINEER TAKE PRECEDENCE OVER mE TRUSS
<br />LAYOUT AND UPLIFT SCHEDULE SHOWN ABOVE. IF lliE
<br />LAYOUT OR TRUSS VALUES ARE REV1SED OY THE CONTRACTOR
<br />AND I OR mE tRUSS PLANT, OANSCO ENGINEERING, P.A.
<br />MUS T REVIEW AND REVISE mE PLANS AS NEEDED.
<br />
<br />· .. HUG~ES MANUFACTURING, INC...
<br />
<br />CONNECTOR CAPACITY FASTENERS
<br />
<br />TA12 ' 500 5 - tOd x 1 1/~-
<br />TAf.6' .. 601 7 - tOd x t l/t
<br />TA20 902 9 .. lOd x 1 1/2"
<br />LPTA 1500 15 - 10d )( I '12"
<br />HCUi I R~ ~9~ 8 - ad x 1 1/2"
<br />HClH I RH 494 8 - ad )( 1 1/2"
<br />NO COMPARABLE CONNECTffi
<br />NO COMPARABLE CONNECTOR
<br />950 8 - 10d )( 1 1/2-
<br />3265 .3 - 5/8.~ BOlTS
<br />4385 .3 - JJ4"~ BOlTS
<br />8050 2 ~ 7/8"'1
<br />f - 1 1/8-' BOlTS
<br />861 / 2854 f1ar 16d I {.3) lad
<br />1438 / 3000 (20) 16d /
<br />(10)- 10d x 1 1/2"
<br />(28)16d /
<br />(14) lOd x 1 1/2.
<br />12 - ad ~_~JLr
<br />(8) 16d x J l~'-
<br />(12) 16d x 3 1/2-
<br />{16} 16d x J 1/t
<br />
<br />7..31
<br />910
<br />1172
<br />1172
<br />
<br />(61 ar-~
<br />J~2J~'!..)C .} 'L2"
<br />~~~j_x..}JLl
<br />l8) 16d x 3 1/2"
<br />
<br />~ :-
<br />
<br />-
<br />
<br />!.AS
<br />1\028 .
<br />AD58 .
<br />AD7A .
<br />
<br />FA-J
<br />ADS-2
<br />ADS-5
<br />ADS-7
<br />
<br />--
<br />
<br />LUS26
<br />HUS26
<br />
<br />93571045 .. 8,- 10<1 x J-
<br />1550 / 3205.. 20 - 16d x J 1/'1."
<br />
<br />2000 / 3175 u 30 - 16d )( .} 1/2"
<br />
<br />NO COMPARABLE CONNECTOR
<br />
<br />JiA2tJ
<br />[HUH 26
<br />
<br />HUS28
<br />
<br />2013 / 4200
<br />
<br />(HUH28
<br />
<br />A35 ~
<br />UTS12 ----1-
<br />M1516
<br />\.AfS20
<br />
<br />12 - 8d x 1 lit
<br />14 - fad )( J-
<br />14 - fad x J"
<br />14 - fOd x J-
<br />
<br />rA6
<br />RT12lW
<br />RTt6JW
<br />RT20TW
<br />
<br />500
<br />1000
<br />fOoo
<br />\000
<br />
<br />580
<br />605
<br />906
<br />t208
<br />
<br />FAPI8
<br />RTP18812
<br />RTPt8816
<br />RTP18820
<br />
<br />. MINIMUM 3. I.lEMBER
<br />.. REAcnoos ARE rOR ROOF LOADS ONLY
<br />... DO NOT ORl\{ NAILS THROUGH n~E TRUSS PLATE ON TliE OPPOSITE SIDE OF THE TRUSS, 'MilCH COULD FORCE
<br />THE PlA TE OfF or THE TRUSS,
<br />
<br />4. MIN. EMBEDMENT
<br />SEE SCHEDUlE rOR
<br />IE AND CUANnN
<br />($ rASTENERS
<br />
<br />.
<br />
<br />LOCA nON or s(CON~
<br />H5 '\
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<br />TYPICAl.. 10100 ~"'I.l..ATION"'-'''..' ,
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<br />
<br />({)~ --- -l11RU BOl TS AS REQUIRED
<br />~ BY MFG.
<br />
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS lOCATIONS
<br />
<br />(RE: SSC 2703. 2,1)
<br />2703.2 HozorOOJs lWJtioos .
<br />2703.2. I The follow~ shoA ~ ca'lsidered specific hozordoos locotklo, fa' the puflme1 of
<br />gloz tltj. .
<br />t. (;lqzin1 it i'l9f~$S (l(t(j ~es' doors except jeoIoosits.
<br />2. Oozing in fixed ond slK1tlg jXI1e1s of sfid'rlg (potk>) <lOa' ossembl~s ood pooels in
<br />s"';'9;'9 doors.
<br />3. Oozing in stOO'l1 doors.
<br />4. Oozing in oil unframed swinging door,.
<br />5. Oozing in doors ood enclos1Jres rOf hot tubs, whtlpool~ S(JJtlO" steom rooms,
<br />!>QtMlJbs and ~wers. Oozinq in ooy portion of (J b1J'<Jilg won endOStl<) these
<br />cornplJtments where lhe bottom edge of the cJ<JZtl<J is less than 60 i'lches (1524
<br />mrn) obove the <lroil nlet.
<br />6. Oozinq in 00 individual fixoo or operoofe p<Inel oojocent <I door where the neorest
<br />vertk~ edge is within <I 24 inth (610 mm) ac of the d()()( in IJ dosOO posilioo ood
<br />whose bottom edge is less than 60 wes (1524 mm) obove the floor Of wolkin9
<br />surfoce.
<br />7. QOling in 00 indivk1ual fixed Of operoofe pooe4, olher than those l<<otions described
<br />i'l items 5 and 6 oOO\Ie. lOOt m~ts 01 of th~ folf<Jwing ~ditions:
<br />1. Exposed OttO of an fldiWW p<1nt g'e<Jler l.hon 9 sq. fl (0,84 m2)
<br />2. Bottom e<J9& less tboo 18 ind1es (~57 mm) oo<Jvt the noor -
<br />J. T~ ed9t gr~ter than 36 ~clles (914 mrn) obove lhe floor
<br />4-. Cne 'X more wolkiftq SlJrfoce$ wil1ln 36 i1thes (9f4- mm) hOfizoololly of the
<br />p~ of the c}ozitlq.
<br />8. All 9!<3zin1 it roUIn9s ft9lJ1"<leS$ of <:ita ~ hei<Jll ctovt 0 woikin9 surfoce nclvol"l9
<br />structural boluster ponds ood nonstl'1Xturd in-fi. pooels.
<br />9. ()ozing in ..,,0", on~ f~(es eo(;\osin9 indo<< and ootdoct S'*Jnmin9 pools wh<<e the
<br />bottom ~ of the cjozinq is 1) less thoo 60 indles (1525 mm) ooove the w<iknq
<br />surfoce on the pod side ood 2) within 36 ooes (914 n'lm) horizontony of lhe
<br />w<ikil<J S1Jffoce on the pool siOO. This ~ CW'y to singe cjozing ood 011 pones in
<br />multiple ql<:lzi1q.
<br />
<br />f(f
<br />
<br />I
<br />
<br />"J- BOlT OR Hlln
<br />OR HIL 11 K'MCK BOLT II
<br />WI 8" MIN, EMBEDMENT
<br />AS REQUIRED BY MFG.
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<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE -, 100 mph ZONE
<br />
<br />- - - -- - RIOg:_~!!~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r- _ _ <.:=rJ
<br />..
<br />+ +
<br />+
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<br />
<br />· TO mE BEST Of' TI--lE ENGINEER'S KNO'NLEDCE AND BruEr, 11-it:
<br />S TRUCl1JRAL HANS AND SPfClF"lCA nON'i COMPLY WI rn TIlE
<br />STANDARD BUILDiNG CODE. SECTION 1205 fOR 100 mph WIND ZONE
<br />(1991 EOmON).
<br />
<br />WARNING: IFf HIS MESSAGE
<br />ES NOr APPEAR IN REO INK. yOU
<br />~~~ :~TI~~E;~LU~~~~~~~CH
<br />~OEQUA TE FOR YOUR PROJECT.
<br />DANSCO ENGINEERIt.1G, P.l',
<br />
<br />D AN5CO
<br />ENGlINEERING, FA.
<br />p.o. eox ~~t6 ... APOLL.O et:A04 .. FLORIDA - ~'f)12
<br />fCl..k:)NE! .. (&13) 64& t0166 FAX - (&13) 64t) ~OO
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<br />8d COMMON NAllS ~ 6" Ole -- 4" Ole @ GABlE END WALL OR GABlE TRUSS
<br />
<br />I &j CQl.l.MON NArLS () 6- O/C (()QS
<br />8d COMMON NAilS f) 12" Ole INfERMEOIAlt
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<br />DAta ti13198 ; ;lS~J\~.~' rrllENAME ~ ',05Sffil
<br />TRU55 L.A YOUr, NOTE5
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<br />2) DlO xttrs II l}{ P.OCf ~(A~tfG ~~L
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