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<br />---------..-~---. ,-,------~-.,-'------ :----1-- -'-'-2820 46-16<i
<br />----T5.--- ---"'-F~_____. ,____g~1__J19.~s.,g~:_~-..r_~,--.-. .------- 2546 -32-10(rx1'/2~~
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<br />,------:-.--~.:-- I----L----'- ---5208 HT T22 -' -,- --.~ -----~ ---:'--'d
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<br />- ---~-----h-'~-~-R-.---.-'-4265 HTT22 __~ 1._ _._~~2Q \-aUACFOA-~
<br />NOTE: ALL OTHERTRUSSBRG-:-CSOONNNMECT-$tI10l2NF-~~RF~:~~U~~~~g: ;U~G TRUSSES.
<br />MASONRY; OOlJ8LE SIMP . .. ,
<br />ON GIRDER UNLESS OTHERwtSE NOTED, APAClTY
<br />THES{: TRUSS UPUY.L vA~~,g~,~F3?-,~~~I~ CQ~~~Ef}}9N-9-_ --~~~--~---
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<br />TIMBER . .. ___..__ ------,-- ." ,.. -
<br />-..- ----. ... ----- -' -- ----. ~.-,,'.~ ..--- ,- ..--.- - ----'-H-.US-;;;6-- .-,,-.-- --------1" -.-. ,-~ ----1550 - 20 -:-16'dx-3;~9'~
<br />.-OIRDEFf.------ . .. ... . ,.._... "Co,...,...,_________ -. ..-.------,---,-~.--...----
<br />
<br />i-'boUbio'connecfors-to-be-pface<rdia9,0It,aIlY t~,:~php~~~;'Side of the truss which could
<br />"" 00 not drive nails through tho truss p a e on
<br />force the plate off the truss,
<br />
<br />"
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<br />
<br />PRE - f ^O CHiMNEY CAP
<br />flASHiNG
<br />
<br />&r~UCTUF<AL. NOrs&
<br />1) emES' \
<br />1.1 STANDARD BUILDING CC<< CWCRESS INTERNATlWAl (19')1),
<br />1.2 BUiLDING COOE REOOiPEVUHS rOR REINf'ORCfD C0NCRETf (ACt 318-89)
<br />1.3 AME.RICAN $OCiE TY (f IJVlL ENCiN[(I~S ViN,!JUIA DESIGN lOADS roo BUILDINGS ANO O~(R STRUCTURES
<br />(ASeE 7-88). '
<br />1.4 SPECifiCATION rOR n~ DESIGN, fABRICATIW AND E.RECTION Of STRUCTURAL STHl rOR BUILDINGS (AISC
<br />9TH EDlTlON).
<br />1,5 "DESIGN spronCA nON rOR UGIH lIE T ^l PLATt CONNECTED 'M)OO TRUSSES" BY mE TRUSS PLATE
<br />INS n 11J TE (Tpt) 1985 EOInON.
<br />
<br />2) DfSlOl CRITERIA:
<br />2.1 OM1UNG fl.()(,JRS - .0 PSf uvt: LO"O,
<br />2,2 e^LCONiES - 60 PSf LIVE lOAD.
<br />2.3 WAlKWAYS,.. 80 PSF lIvt: LOAD,
<br />2,4 ROOF' O\l[R UViNG AREAS - 30 PSF LIVE LOAD. 17 PSF (7 PSf' T/C & 10 PSf ole) DEAD LOAD FOR SHiNGlE
<br />ROOfS; 25 PSF (15 PSf T/C & 10 PSF a/c) DEAD LOAD fOR CONCRETf TILE ROOfS,
<br />2.5 MNO - 100 MPH. PER saCCI UNLESS NOTED OniER'MSC
<br />2,6 NET UPLIFT O(AO LOADS 10 PSF SHiNGlE; 15 PSF TILE.
<br />
<br />./
<br />V2" .t" BLOCKING ($[E I.l.&.NUf. SPECS
<br />/ FOR MINiMUM DISTANCE)
<br />
<br />/ EXTERIOR F1N1SH
<br />
<br />If t Vf'RE-rAB WiI,4N(Y
<br />
<br />/' mOCKING., JJIO POiNT
<br />V /' 'M1EN CHiMNEY ExeHDS 6'-0"
<br />/' IN HEIGH T
<br />- ' - - - - - - -/
<br />
<br />-. - - - - ~ - - V'/2" SHEATHiNG OR 0,$.8,
<br />~2"x4" STUDS t} 16" Ole MAX,
<br />
<br />GAl'l, ME T:" flA~ING-\
<br />
<br />
<br />~m
<br />
<br />CRlCI<[ T.J" \
<br />
<br />eECTION ',A-AI
<br />
<br />,
<br />
<br />f
<br />
<br />A H ACH BLOCKING /
<br />TO TRUSSES w/ $IMPSON
<br />AJ4 ANGLE 1)l)ICAl
<br />
<br />/ -
<br />
<br />g /;~~[! I
<br />
<br />
<br />. (------.
<br />
<br />~~t-
<br />
<br />"
<br />
<br />36" MAX.
<br />
<br />SlOPE
<br />...
<br />
<br />",
<br />
<br />J) SOIL:
<br />3,1 MiNiMUU ALLOWABLE SOll PRESSURE 2000 PSf,
<br />
<br />V{;ALV. Mil. fUSHING
<br />
<br />TRUSS TOP CHORD
<br />
<br />4) CONCRE Tt::
<br />4,1 CONCRElf COMPRESSI\( STRENGTl1 AT 28 DAYS: 2500 PSI (NORMAL 'M:IGHT),
<br />4,2 REINFORCiNG BARS: ASN MIS (GRADE 60).
<br />4,3 MLDEO 'MRE FABRIC (w,w): ASill A18S.
<br />4,4 DeTAIL RfJNFOR(fIJENT IN ACCORDANCE \'IITl1 ACI 315,
<br />4,5 CONCRETE CO\1.RACC (f REINFOOCEMENT: FOOTiNGS ,r BOTTOU AND SIDES,
<br />4.6 EARTH SUPPORTED SlABS: (INCLUDiNG EXTERIOR WALK AND DRtvt: SlABS) J 1/2" n~ICK MIN, REINFORCED
<br />'Mni 6X6 - 'N1.4 X WU WHf AT MID-DEPn~ Cf $lAO, nOCRIJESH "'''Y BE USED iN UEU Of W~ AT
<br />CONTRACTOR'S OPTION
<br />4.1 CONCRETING !YERATlONS SHALL COMPLY 'MTl1 ACI STANDARDS.
<br />.8 LAP $PUCE SHALL BE AS FCtlOWS: 15 BAR 25", 14 BAR 20", 13 BAR 15",
<br />
<br />"
<br />
<br />rRU€:>E;' f=F<AMING= NOTe~
<br />
<br />1) All CONNECT10NS PER SIMPSON CATALOG
<br />C-95H-l CONTACT ENGINEER FOR AL TERNA TE
<br />CONNECTIONS
<br />2) LAYOUT WAS PRODUCED OY THE TRUSS MANUFACTURER,
<br />AND IS SHOWN ON HilS ORAVY1NG FOR REFERENCE ONLY.
<br />J) PRE-ENGINEERED WOOD TRUSSES SPACED 0 24. Olc
<br />TYPICAL, UNLESS NOlED OTHERWlSE
<br />4) SEE FLOOR PLAN AND ELEVA liONS FOR ADDITIONAL
<br />ROOF INFORMA nON.
<br />5) TRUSS LAYOUTS AND TRUSS ENGINEERING PROVlDED BY
<br />mE TRUSS ENGiNEER T,A,KE PRECEDENCE OVER mE TRUSS
<br />LA YOUT AND UPLIFT SCHEDULE SHOWN ABOVE. IF TI,E
<br />LAYOUT OR TRUSS VALUES ARE RE\1SED l3Y mE CONTRACTOR
<br />AND / OR THE TRUSS PLAN T, DANSCO ENGINEERING, P.A.
<br />MUS T REVlEW AND REVlSE THE PLANS AS NEEDED,
<br />
<br />.
<br />SIMPSON STRONG TIE
<br />
<br />UPLIFT
<br />
<br />CONNECTOR
<br />HA12
<br />ETA16
<br />ErAlO
<br />-,
<br />HETA20
<br />H2,S
<br />liS
<br />H1
<br />...TT200
<br />YAS
<br />HD2A .
<br />HD5A .
<br />r-'
<br />HD6A .
<br />
<br />CAP ACITY
<br />580
<br />725
<br />\160
<br />1845
<br />39.
<br />432
<br />884
<br />3787
<br />990
<br />2715
<br />3705
<br />4405
<br />
<br />FASTENERS
<br />
<br />5 - 10d' x .~
<br />8 - lOd x 1 1/2
<br />to - lOd x 1 ~2"
<br />16 - lOd x 1 fit'
<br />10 - 8dx 1 1/2-
<br />8 - 8d x 1 1/2-
<br />14 - 8d xJ21l'
<br />24 - lOd x J"
<br />6 - lad x 1JL2"
<br />5/8-' BOlTS
<br />Ji..", SOl TS
<br />7/8"~ BOLTS
<br />
<br />LUS26
<br />f-------
<br />HUS26
<br />
<br />935 / 1045 .. 8 - 10d x 3-
<br />1550 / 3205.. 20 - 16d x .3 1/2-
<br />
<br />~-
<br />
<br />HUS28
<br />
<br />2000 / 3775.. JO - 16d x J l/2"
<br />
<br />A35 :.
<br />----r-
<br />MTS12
<br />MTS16
<br />1,4 TS20
<br />
<br />500
<br />1000
<br />1000
<br />1000
<br />
<br />12 - 8d x.....!.Jfl.
<br />t4 - IOd x 3-
<br />14 - lCd x 3-"-
<br />I. - lCd x J-
<br />
<br />".'" -
<br />
<br />I'
<br />
<br />,
<br />
<br />CONNECTION
<br />
<br />CROSS-REFERENCE***
<br />
<br />· HUCHES MANUFACTURING, INC'"
<br />
<br />CONNECTOR CAPACITY FASTENERS
<br />T A 12 500 5 - 10d x 1 1 J 2"
<br />TAt6 601 >-1' - 10d x 1 1) 2-
<br />TA20 902 9 - 10d x 11)2- a
<br />lPTA 1500 15 - IOd x 1 1/2-
<br />HClH / RH 494 8 - 8d x 1 1/2"
<br />1---____, c-'
<br />HClH / RH 494 8 - 3d )( 1 1 /2"
<br />NO COI,(PARABlE CONNECTOO
<br />NO COMPARABLE CONNECTOR
<br />950 8 - lOd )( 1 1/2"
<br />3265 3 - 5/8-" BOlTS .
<br />4385 3 - 3/4"~ BOLTS
<br />8050 2 - 7 /8"~
<br />1 ~ 1 1/8"' BOLTS
<br />861 / 2854 (18) 16d7 Q) lad
<br />1438 / 3000 (20) 16d /
<br />JIO) lOd )( 1 1/2-
<br />(28) 16d /
<br />(14) IOd X 1 1/2-
<br />12 - 8d x 1 '/2-
<br />(8) 1M X JJlL
<br />{12.L'6d X 3 1/2-
<br />(16) 16d )( .3 Vi' -
<br />
<br />~A21J
<br />EHUH26
<br />
<br />SOUTHEASTERN METALS MFG.
<br />
<br />-=-: ~--~-
<br />
<br />CONNECTOR CAPACITY FASTENERS
<br />
<br />TAPR28 no 5 ... 10d :( J"
<br />TAPR210 865 6 - 10d x 3.-
<br />"-----.-
<br />TAPR212 1153 8 - tOd )( 3.
<br />TAPR216 1585 11 - 10d )( 3"-
<br />HePR - HCPL 520 (8) &j
<br />HCPR - HCPl 520 _ __.--i~j-=
<br />NO COMPARABLE CONNECTOR
<br />----------....
<br />NO COMPARABLE CONNECTOR
<br />940 6 - '9i!_~_~Lr.
<br />3165 .3 - 5/8-~ BOlTS
<br />4265 3 - .3 4"i8CUS'
<br />7900 2 - i1a.~--
<br />1 - 1 JL8~0l1S
<br />NO COMPARABLE CONNECTOR
<br />NO COMPARABLE CONNECTOR
<br />
<br />MS
<br />r--_AD2B ·
<br />AD58.
<br />AD 7 A .
<br />
<br />FA-J
<br />AOS-2
<br />ADS-5
<br />ADS-7
<br />
<br />(HUH28
<br />
<br />2013 I 4200
<br />
<br />NO COMPARABLE CONNECTOR
<br />
<br />731
<br />910
<br />1172
<br />1172
<br />
<br />(~_ 8d_-=
<br />1?t!~i.~}J12~_
<br />-+~L~j_~_~...!!~=-
<br />\8) 16d x .3 1/2"
<br />
<br />fA6
<br />RT12TW
<br />RT16rw
<br />RT20TW
<br />
<br />580
<br />605
<br />1----.
<br />906
<br />1208
<br />
<br />FAP18
<br />RTP18812
<br />RfPl8816
<br />RTP18820
<br />
<br />,---,
<br />
<br />. MiNiMUM)" MEMBER
<br />.. REACTIONS ARE FOR ROOF lOADS ONLY
<br />... DO NOT DRIVE NAILS THROUGH Tl1E TRUSS PLATE ON THE OPPOSITE SIDE Of THE muss. 'MilCH COULD FORCE
<br />THE PLATE OFF or mE TRUSS,
<br />
<br />l. rr
<br />I I 0
<br />=---- 'I Of;::'
<br />~I 0:;:
<br />~ -.::::, ~~
<br />~~''''l''' ::::
<br />.,,..... ...
<br />~ ~ ~:;~~I 0 '.~~
<br />'~~ :::::::;., -" ~~V_~
<br />~..::t1~ ----
<br />~~.~.;.O..-~
<br />tf/~'> I ,
<br />~ 1
<br />~.'[~~' ,..-;cJ
<br />, ; .:... .1Ii\':"'"
<br />. ...",
<br />. trl' ..
<br />.....!..
<br />
<br />4. MIN. EMl3fDMENT
<br />SEE SCHEDUlE fOR
<br />ZE AND OOANTITY
<br />Of' FASTENERS
<br />
<br />'f'YlOlCA!.. aTA / I-+RTA MfAl1 ..t\TfON
<br />
<br />~~:J'''''' ~
<br />"'''''~J- .......-::
<br />,J',.?~~ ~
<br />'. '-..........
<br />
<br />. .' ) J.
<br />
<br />
<br />RTA / "!:iTA iN&T~' ~ MI00P.AN
<br />
<br />2")( BUILT-UP COLUI,4~}-",
<br />'\,
<br />"
<br />
<br />T
<br />
<br /><<J~ '----.THRU SOl TS AS REQUIRED
<br />~ BY MFG,
<br />
<br />rt(
<br />
<br />,~
<br />"~~
<br />"':'I
<br />I
<br />
<br />"J. BOLT OR HIl n
<br />OR HIL 11 K W1CK BOLT II
<br />WI 8" MIN, EMBEDMENT
<br />AS REQUIRED BY MFG.
<br />
<br />~-
<br />
<br />I
<br />I I
<br />I I
<br />
<br />
<br />"~'U~~. .
<br />. i .'~ h\l~.(l .' .
<br />,0. o'~
<br />,1 ~",
<br />'.]':J
<br />
<br />T
<br />
<br />GIMF>eON GTr~~1G TIG ~O
<br />
<br />.- .1
<br />
<br />S PSON MTS12 @ EA, CORNER
<br />DOUBlE 2"x"" BlOCKING
<br />
<br />SCALE: 3/4"::1'-0"
<br />
<br />r
<br />
<br />5) MAS()t.;RY:
<br />5.1 DESIGN ANO CONSTRUCTION SHALL CONfORM to TI1E SPEClflCATION Of Tlif NATIONAL CONCRETE
<br />UASONRY ASSOOA nON AND ACl 5.30.
<br />5.2 WN!I.4UM MASONRY UNIT STRENCTl1: f'm 1350 PSI,
<br />5.3 MORTAR SHALL BE TYPE S.
<br />5.4 ALL BlOCK CUlS AND CAVITIES &:LOW GRADE SHALL BE fiLLED 'MTH CONCRETE YtHEN sm.. WALL
<br />IS (,REATtR lliAN H" TAll A80l.;( GRAOE,
<br />5,5 fill CELLS wI (1) 15 BAA SHALL BE LOCATfD 0 10'- o' o/e MAX, AT EACH CORNER AND EACH SIDE Of
<br />OPENINGS CREATER mAN 00 EQUAL TO 6'-0".
<br />5,6 UNTELS SlIPPUED 0'( APPRO\l[O MANUFACTURER:
<br />1) fECP /eAST-CRETE CORPORAllON
<br />2! PO\\tR CONCRETE
<br />J AlliED PRECAST
<br />4 LOTT
<br />
<br />... I-
<br />
<br />ROOF DIAPHRAGM NAILING SCHEDULE - 100 mph ZONE
<br />
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<br />6,1 'rVOOO SffiUcruRAL fRAMiNG JJOAB(R$: 12 SOUO-t(RN YEllOW PINE (UNLESS NOrrD OmERWlSE) \~TH AN
<br />ALLOWABlE BENDiNG SlRESS (fb) PER NOS-91 ;:: 1250 PSI AND A ~COOUJS Of ElASTICITY ;:: 1,600.000 PSI
<br />EXCEPT ST1JOS 'M-l(RE $PF S1'\)O OR CONSTRUCTION GRADE MAY 8f USED,
<br />6.2 DESIGN, FABRICATE AND ERECT W()()O TRUSSES iN ACCORDANC( 'Mlli THE "DESIGN SP(ClrtCAnON FOO
<br />LIGHT MET^L PLATE CONNECTEO WOC() TRUSSES" 8Y TI1E TRUSS PLATE INSnJ1JTf, 1985 EDITION, HIB-91
<br />AND OST-88.
<br />6,3 ALL EXPOSED w<x() OR WOOO IN CCtHACT 'MTl-l (ARTH OR CONCRETt TO BE PRESSURE Th'fATED.
<br />6.4 ROOf $l.,[ATIiING: (APA RATED EXPOSURE 1) 1/2" PLYNOO) ffi 7/16- 0$8 MINiMUM SHINGlES OR TIlE
<br />6,5 UNTREATED '//000 SHALL Nor BE iN DIRECT CONTACT 'M111 CONCRETE. SEAT PLATES SHAll BE PROVIDED
<br />AT I3[ARING LOCA TlONS 'Ml11OUT 'M)O()EN TOP PLA 1tS,
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<br />~ ~ ~ ~ ~ ... ~ 1 8d COMMON NAilS 0 6' Ole -- .. Ole @ GABLE ENO'NAlL OR GABLE muss
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<br />\..'2"X4" 0 16" o/e MAX.
<br />/20"0 BLOCKING TW.
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<br />7) IJICRO-LAM lUJJ8ER:
<br />7,1 IJICRO-LAIJ STRESS GR^O(S SHAll PROV1DE: Tl1E FOlLOWiNG MINIYUY PROf>ERnES:
<br />E '" 2,000,000 PSI
<br />fb:: 2.800 PSI
<br />Ft.. 1.850 PSI
<br />Fe::: 500 PSI (PER1='ENDICUlAR)
<br />Fe::: 2,700 PSI (PARAlLEl)
<br />Fv:s 285 PSI
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<br />tYPICAl. Cf4IMNl"!V F>L.AN
<br />, .. ".. SCALE: 3/.-",1'-0'" .
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<br />I 3d COlJ.MON NAILS Q 6" Ole WCt.S
<br />8d COMMON NAilS Q 12" Ole INTERMEDIATE
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<br />DOES NOT APPEAr~ IN RED '''IK '~;(;U
<br />HAVE I\N ILLEG,\l COpy WH>'I~ . d
<br />MAY NOT BE S fRUCrUR"U \;' .
<br />ADEQUA rE .'.OJ{ YOUR P.~u,j::j.: f.
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<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCA nONS
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<br />(RE: sac 27012,1)
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<br />27032 HozarooJs Locatioos .
<br />27012,1 The followW1<} shot be coosiOO-ed specifIC hozordous locatioos r~ the purpose1 of
<br />9klz h1: ,
<br />" GI1zin<) i'l i'l<1ess ood ~es$ doors except toI<<Jsj~,
<br />2. Oozing in fixed ood sli.jtlg IXJIels of slidtl<} (poll1) 000' ossemblits ood P<J"Iels in
<br />SWtl9K19 doc:n
<br />J. Oozing in st(l(m doofs,
<br />4. Oozing in an unfromed swin9in9 doors,
<br />5, Oozing in doors ood enclosures fOf hot tubs. whirlpool$, SOJl'lO" steem rOOOlS,
<br />h<llhtubs and ~wefS. Gozing in ooy poftioo of 0 blJldin<} W<I" endosW19 Ih~
<br />comp<rlments where th~ boltom edge 01 the <jOZf'l9 js less than 60 W1ches (ISH
<br />mm) ol>ove the <Iron fllet.
<br />6, Gazing in 00 individual fixed or op{1'oo!e panel O<1pcrot Q dOO" where the nearest
<br />'Wtfti<.j edge is within 0 24 inth (610 mm) (J'C of the dOO' in 0 closed positioo ood
<br />whose bottom edge is less thon 60 ooes (1524 mm) above the flOO( {)( W<l!king
<br />surfoce.
<br />7, Glozing in en indiyj.jual fixed {)( opcroole pone'. other than those l<<otioos described
<br />in item, 5 00<1 6 oboV(". lhlJt m~ts oR of the fol1owin9 condition~
<br />1. Exposed oceo of on inoNi<iJQ pone g-e<Jler than 9 sq. II (0,84 m2)
<br />2. Bottom eojge Ie" lhoo 18 in<.hes (.57 mm) above the floor .
<br />3, T<'P ~ 9ft\1ler lhoo 36 inches (914 mm) obove lhe floor
<br />4. Coe ~ m((e walking surfoces wilhM, 36 i1cl1es (914 mm) hoozootlJUy of the
<br />plooe of the ~lin9,
<br />8. All glozing n romngs regor<Jess of <lea or hei<jlt OOo'le 0 wo:king surface i1cluQl"ig
<br />slructural oolvster ponds ood nooslrudurd in-fiR P<J"Iels.
<br />'), Gazing in 'M<Jh and fcrlce' eoc\Qsing indoof and outdOO' swrnming pools where the
<br />bottom edge of the gazing is 1) less thoo 60 inches (1525 mm) above the wciki1g
<br />$lJrfoce 00 the pod ~ and 2) within 36 owes (914 mm) horizontally of the
<br />woIkW1g surfoce 00 the pool siOO. This ~tOft <W!y to singe rjozing O1d 011 pones in
<br />multiple 9Iozin<}.
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<br />. TO ll-lE BEST Of THE ENGINEER'S KNONLEDCE AND BEliEF. n~(
<br />S TRUCruRAL PLANS AND SPECJrtCA 11ON'S caMPL Y 'M TIl ll-lf.
<br />STANDARD BUILDiNG COOE, SECTION 1205 FOR 100 fT\ph ,'(,1'..0 lO,...(
<br />(1991 EDInON).
<br />
<br />· nii$ DRA'MNG AND DESIGN IS VAUO FOR 12 MONTI1S AFTER THE DATE
<br />IT IS SIGNED AND SEALED,
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<br />~. SiGNED AND SEALED FOR n-lE smucruRAl PORnoo Of nitS CRAMNG
<br />ONLY.
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