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C04111-NOU5 2X LEDGEP AfTN-lfP fO THE EXl5flN6
<br />WALL OF 5T1?LICTLEE WITH THE 5/ 5" 121AMETI EP LA(A 50REW5 02
<br />EXISTING 30L5 PEP TA3LE I SHEEP C-I fHE LE176EP SHALL 6E WOE FLLL DEPTH
<br />Af MINLMUM TIf SAME DEPTH A5 T J015f5, LA6 z OCKIN(A MT)ArF N J0155
<br />SfPIKTUPE 5CPEW5 5WLL HAVE A MINIMUM Or 1-1/ 2" OWP 5UPPOPf
<br />EM3EDmeN71Nf0 5061D WOOD
<br />PAW 30APD
<br />CIF EX15T1NG
<br />5TPUCTUPE
<br />OF EX15T,%
<br />5TRUCTUPE
<br />'� nECK TO H06F, CONNECTION MTAL
<br />LtAM SIZED PEP fAL'LE 5
<br />OP 5A SHEEf C-2. FOP
<br />P05f CAP COPWfDN
<br />PROVIDE 1 / 2" TREATED
<br />PLYWO02 SPACEP
<br />(3Efinem 2X MEMLtP5
<br />4EPE P05f CAP
<br />CG'NNECf10N 15 UfILIZED
<br />J015f %A.L ft ATTACHED fO THE
<br />LEDC>EP WITH A-015r KMW PEP
<br />DEfALl2/ C-5. J015f MrAfP NGr
<br />5Hom.j IN TN15 DETAIL rOP CLAPIfY
<br />2X J015f SIZEG PEP fA tE A
<br />HOLD-DOWN DEVICE MIN'S0 LP. CA'ACO
<br />Ar 4 LOCA110N5. EVENLY D15TPIIAgL?
<br />AL01.16 DECK AJD Of WHIN 24" OF EACH
<br />END Or THE LEDGEP HOLD-DOWN DEVla5
<br />15-OLL FULLY ENC+Aa GECK ,i015r PEP
<br />HOLD-GO�NTJ MANUrACTUPEP
<br />A FULLY TK,AM19 5/ 6 MAMETEP LAC
<br />5CM, W PREDPLLED W/ MIN. 5" PENETAf10,1
<br />fOCE141fPCY,r TOP PLATE, 5rLV;, 0? 1-E.AMP
<br />W1000 5CPE',M5
<br />A'ffA�;ING WALL
<br />TRACK fO DECK PEP
<br />PA010 DOOM
<br />EN.;II�EPNc'e
<br />1715f Wiser 6011119CP1Jr4
<br />J015f f0 KAM
<br />1015f GVEPLAYEP IA"
<br />FLOOP `-EATH!1 J6
<br />NOCE: FOP 61" WALL POOM 5Y5TE,M5
<br />PP0\AM 2X MOCKING ETTWEEN J015f5 Af
<br />€.OAD C�Ek11J,, COLU+utN l•OCAfi�JS, fHE
<br />ftGaINC SHALL f P051TIONED 13ELOV
<br />f1 E IN51GE FACE OF THE WALL ABOVE
<br />CENTEP 3EAVi 51ZED PEP
<br />fA'l.E 5 Or, 5A SHEET C-2
<br />GENERAL NOTE5 *V 5PECIFICAfM
<br />2
<br />JChSf51ZED PEP rN3ME Z
<br />SHEEP C Z I. THE 5TPUCTUPAL DE5161\11 FOP TFf DECK K+5 CtEN PERPOPMED IN A{COPDANCE'IN fH fit R>r0U1REMENf5 Of
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<br />2006, 2009, 2012 AND 2015 ED!tIGNS OF T1 E 1PC AND 13C CODE5, 2 :'+1VE711fILIZI,UG THE FOLLOWING
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<br />PEFEPENCED 5fANDAR125; 2005 AND 2010 EDi?ION5 OP ASCE 7 , 2005, 2012 AN7 2015 ND5 FCNI WOOD,
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<br />2, ff5E PLANS COVED TI E 19E516N OF Tlf DECK AND lf'5 CONNECTION rO THE EX1511W S PUCfUPE. T�
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<br />5f U\ ', .IPAI ADEQUACY OF fHE EX15TING STPUCTU� fO %WOPf THE Tk'ANSFEPPEP LOAP5 1'5 �r'YONZ ff
<br />5COPE OF THI5 PACKAGE ANV SNOI,ED 3E VEPIFIED I Yyoff P5,
<br />W F-
<br />5. A MAXIMUM 7c516N HOPIZONfAL WIND LOAD Of 50P5r" WA5 U5ED IN TIC PE516N OF *9 IT CK CONNECTIONS.
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<br />4. THE TEPM "PATIO DOOM" IN THESE MANN66 PEFEP5 5GLELY rO LIGHf 6AUCf ALUMINUM FPAM6 5TPUCPUPE5
<br />I5
<br />MANUFACfUPED 3Y CHAMPION ENCI-051HE S:,IPPLIEPS THESE DPAWI ". Al?E My VALID WrEN ilk PA.ftO
<br />POOM5 Arc CON5MC 20 1N AC:C0WANC.F WITH Tr;E CKAMPION ENICL 05l{�E SUPPL IEPS PAT10 POGnM
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<br />ENGINEEPINtG.
<br />Z z
<br />W
<br />MATERIALS
<br />Z
<br />°
<br />° ° ° DIMENSIONAL LUM[3Et2
<br />O
<br />I, DIMeN510NA!, WWM SHALL f� DOUGLA5 PIP, SO+MEPN PINE, i-fM-PIP, 5PF, ALL DI;V�EN510NAL LUM3Ek
<br />0.
<br />SHALL 3E GPAZE u 2 MINIMUM,
<br />a
<br />2: DIMEN510N/AI. LUM3EP SHALL G ffAT>'D FOP rF` ItKION OF DECAY A5 P.EOPIED 3Y fHE COVEPNNt/; COTE OF
<br />=
<br />LOCALITY.
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<br />J015f 5*W,L M Arf/,,CFc'D
<br />f0 U rEP [%SEAM WITH
<br />51MP50N Hh H"\,CPoNE
<br />N-LIP06'5
<br />U CONNECTION 12MIL AT CENT P\ If AM
<br />-015T 5i'IAMI OVERT+AN6 UEAM A MINIMUM
<br />OF 5" 'dvYlff LAPPET" -01515 APF PEQUIPED
<br />PROVIDE FLLL DEPfHI
<br />OCKiN6 OETWEEN J06f5
<br />OVER SUPPOPr
<br />`ECLe, 0b0a ApplZ
<br />J0I5f5 rG EACH OrHEP NMTH
<br />A-16d NAL5
<br />CENTEP KAM SIZED PEP
<br />fAC31.E 5 OP 5A 5HEEf C-2
<br />er I/ 11 h
<br />15 COWCtION PFTAIL FOP ItAM AT MCK p�pI MP f7 CONWWN Mf& AT CNfP CLAM
<br />SOILS
<br />I ALL F0011NG5 5IALI, ffAP ON IrVEL( WITHIN 112) U N t9l %R13t P SO11, 0P IVP` 0y9,P ENGINEE01NG FILL 0l'', H
<br />AN ALLOWA3 SOIL fEAPING GTACITYOF 1000 P5F. FOCtriN16,5 5. TALL EK ENIC% fELOW' fl-E I??05fLIPS OF
<br />THc IOCAI.ITY%'r NOf LE55 P?AN 12" lfi.OW iM21 C.
<br />CONCREfE
<br />1. ALL CONCRETE 5iALL CONI'M'G' Ai-� PEGUIPEWK5 OF ACI 515 SPECINCAfI r '5 POP SS UCTi'AL
<br />CONCPFT FOP 3UILrf ��s.
<br />2, ALL CONCRETE SMALL HAW A MiNIIV,UM C0MPPE5%t STRENGTH OF 5000 F51 Af 25 I2aY5 :AND W-fPr
<br />EXP05ED TO TIE WfMOP rNOONMEKt 5/Q.L HAVE AN FNTPA'NED All? COKgNf OF C-TVkEN S.OX iG
<br />7,07 .
<br />�. AL1.:REINFOPCING 5TEEL SHALL- CONFORM fO A5fM A615 60 K51 r)PFOP149ED GAPS AT ASfM A85 ,iME51.
<br />MEQWJ►CAI, FA5fM5
<br />I. SHEET METAL 5CPEW5 (5M5) SHALL 3E 5fAINLE55 STEEL WIfl1 TYPE A0 5CeW 11iPEADS:
<br />2. LA6 5CPEW5 5PXI- GE GALVANIZED STEEL "FIT LL 3ODIED" 5CFrl!V5 WITH A MINIMUM 3-FWING. rELD
<br />5TPENGfH 9 60,000 1`5I POP DIA,MwTEP AND 40,000 P51 FOP4' AND L,APal? DIA flu LA6
<br />50TVV5 SHiA L HAVE A MINIMUM FM3EDMENf DEPfN OF 6 X L1,6 SCREW DIAMETER
<br />5. 30i,T5 SHALL COMPLY fO AN51,� A5h11; STANDARD 3.18,2.1-1981 GOUTS `U-IALL 3C PULL DiA�etETEK 3U.T51'l`TH.A
<br />3ENDIN6 YIELD 5fKNGTH OP 70,000 P51. L
<br />q, A6 5CPEW5 %M12 3E GALVANI5ED 5fEEL VMTH A :MINIMUM MWIN6 YIELD 5TPEWTH OF 60,000P51,
<br />5 WOOD 9CPEW5 SMALL NAVE A MINIMUM rENDIN6 HELD 5TPEN61?I OF 60,000 Psi
<br />6 LL558 LEDGEP LOK(D SCREWS 3Y FA5,fNMtA5TEP ANT? 5rWL HAVE A MINIMUM SENDING 5TPENOH OF
<br />165,000 P51 AND SMALL HAVE A MINIMUM EW-VIJIENT OF 2" INTO fi-E MAIN WOOD SU-POPTING A>Lty+3EP.
<br />7. ANCHOP 3OL15 INTO CONCPEfE SMALL 3E f"0 X 2-112'" V`W126f -3OLffi ANCF'�JP.5 3Y POM 5 FA5fENff5.
<br />8. FA5eWP5 IN CONTACT WITH PPE550 TPEAlf V LUM3EP SKAL.L It WINLE55 STEEL OF, S-il'LL 3E Hvf
<br />DIPPED GALVANIZED PEP A5fM Al55. HOf DIPPED CONNECfOR PPODUCr5 IN CONfACf WtfH PPE5%e
<br />T PEAfED LUWP %AL 3✓ A51'M-A653 COATING M51CNATION 6-185.
<br />J015f 5VkL DE AffACHWD
<br />fO CENfEP GEAM VI'ITH
<br />51MP504 H5 HLMCANE
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<br />SCALE: ITS
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<br />REV: I DATE:
<br />SHEET: W4
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