HomeMy WebLinkAboutPlans.pdf._ .. ' ,---5SIHGS REQUIRE THAT 1H£ DRIHf(IHG WAIER ~ ~A'JEll PI'[ 1£ L£AST lEN (10) FlET or EAOi SIIlE or THE QIOS5IIIIG ~ PlACE EHlS AR£ GlOSER THAN lEN (IO) F££T. PIPE or SCHEDtli
40 JEll WST Il£ USED. or SUFflCIEHT /JIAAIEl£R 10 EASl. Y SWE OI(J! £HCASE TH£ LINE. RIGID 00 CAPS or AT lEAST SIHDUlE 40 GlUED (Jl SECURED /H A IMlERlIGHT FASHOIiI TO THE £NOS OF PfPt.
THERE wST BE A Ha.E ar SIJffJOfItIT SIZE TO THE PI'[ /H THE lOlERIIOST SEClIOH ar THE RIGID eN' SO THAT PIPE RESTS CJI THE 8OTTOII ar JHE ENCASEJj[NT PIPE. JH£ 1H£ PIPE PASSCS JHROUCH
1Hf EHOCAPS "UST BE SEAUD .TH AN ERGROUHO SEALAHT OOMPAJIIlC .TH THE PfI'IHG USED. SHOWS All fXlS1IHG IIW.S .tHIN SElBACK OISTAHCES StJRR(ltINDJfG PHOP£R~). COH1OUR .mRVALS, AlL PROPOSED""''''''''''"
' 3UlDIHGS. PHOP£RTY LWES, OITOIES. Sl.(HS ar G1iEA'JEll THAN 1ES, SPRIHKI.ER SYS1DIS, SPRIHGS, StlCntW (1RfIIGA ntW) l/fo£S, OSJERNS. DRAti lIES, IRRlGA lIOH OIJO£S. LAKES. PONDS. SJREAIIS.
rL()(l(Jf'lAINs. A.OWWA I'S, ORY tu.CHES. (Jl C S\'S1£IIS. /tHiJ ALL StJCH ffAlURES ON ~ IHIN SElBACKS. CAl CULA1IOHS A 1lON RA jf = 5.5 MPI (Tl/MlfI!lIHf £NGINffR!NG MAR 24. 2012) A.OW
= J B£DROOIIS X 2 X 75 X 1.5 = 675 GALLCJlS PER OAY l£D SEPTIC TANK CAPACITY = 675 X t25 -8# GALLOHS WE -1,000 GALLOH, TIIO CO/ofPARTllfNT c~J£ SEPTIC TANK lPTION AREA RfOUIR£O: 675
I 5 ) • 5. 5~1/2 = 317 'IF lEU BOTTOM AREA ~ 12 n X 12 n = 144 SF 1111£ S/O£WALL OEPlH = • n IELl PERIlIHER REOUIRED = (JI7 -144) SF I 4 rT ~ « IT IELl PfRMl£T[R PROVIDED = 12 n X •
= 48 rr 't ABSORPTION AREA PROWJ£Ij -144 + (12 )( 4}4 -JJ6 SF SETBACK DISTANCE -ITT • , SJREAII AND POND SETBACK DISTANCE n 1I.1Hf: SETBACK DISTANCE n TO TANK. 25 rrn TO Fl£I.D • ••
'. · . ; t ~ j , ~ ,,-.. .... . '" . -. .-: ... . -:-;.~ .-'. . . i~ • . " . ' r ' ',I ·1 '1 .-": .. i ; ~. -.' . E~.I~~ GRAVElORiVE ' .-:.t · . , l '~ . ,.,. . . ., ..• .'(.... ; .,
.. , .. ~ . . .. -, · .. , ·f ' . i . .. --a.ENIOOT "".,. J' ar aDG 'W.OOT-97.5 FUTURE GARAGE FF-±99.0 "II"' --@i$@)-........... F-1 !Deb = 10 ft. SCALE . .' ------PROPER I I I j I I
I /I I /INE ~ .. '-sf ~ //i ! I /I //./( ./~;f~RAGE ./././• • < 1· :-~'-" -. . '. .' . -.. 1---12'--;7'"-J /,," n.~ .."/..,, '.·1.. ..... -"'" ./. . ·.7. . " . '\ " ...... -., ' . ,
,.,. • .!, , II _ _ ... :..--.' \ /~ . '. I. : f 1 , I • . ,;.: . I . ' +'. -' • •.. : ' _. ~ . . , • ' . -, • ,..,, I I e . I I I \ •• "'U ;;0 o "'U M ;;0 -I -< C Z M I I :-~ . 3BEo,ROQM
HquSE h=t=====11 , ~ _ _ .1.I, -._.... EXISTING GAR&.GE . BENCHMARK SLAB FF =1000 . ._-' • . 1' .. -,-' . r . -t--. , ... .. .{ -•. " EXIST. SHED '-, . ,, .' , ~e-?lh1A-~f;H4e#h ~ 5u
//d'/I'z( ~I-IJrt!ff1M!? . ,, . • . , • --• .., C-> I I I .11 ,. " -. -__Jh~ fSa:p..nua;.·~~·~~m , ':y.-. --. i ~ ~ .. , ~-. W _------~---W --W-A.TE.R ;L.IN.E ..;-----W -----"--'-----W
_..J . . .' ~.:: _. GENERAL NQT£S -. liE SEPTIC TANK SHALL BE LOCA1£l) AT LEAST FlII£ FEET AWAY FROM 1Hf RESIDENCE 'HE PfPE fROM THE RESIDENCE 10 1H£ TANK WST BE IHSTALL£l) AS FOlLOWS:
. ' " I ; THE PIP[ MUST BE INSTAUED STRAIGHT IN AUGNUENT AND GRAOC. F' A CHANGE IN ALIGHIENT OR GRAO£ IS NECfSSARY, A ClEANOUT IlII.L Il£ REQUIRED AT THE OfAHGf... · THE IIlN1WlI GRADE
CI' lHE PIPf ItILIST BE 1/4-PER rOOT. . THE PIPE IoftJST 8£ A lMNIIoflMl OF ASTW 2729 PVC PIPE. IF TM'[ ~ CROSSES A VEIfIClJl~R ACCESS, , THE PIPE SPfCJFICA TIOH SHALL B£ Of ANCED 10
ASlIiI JOJ4 PVC OR 1l£T1FR. A lIIHIMV" OF I Q.fANOUT SHALL 8£ INSTALl£O AT lH[ lOCAllCJI • .e£ lHf PIPE. L£AI>t'S lHE R£SIOO\£. lH[ PIP£ SHALL !If A lIlHIWU CF •• IN [lIAlIE'J[R. ' mE
PIPE FROM 1H£SEPTlC TANK TO THE S£(PAGf PIT lIUST Bf INSTALlED AS FOlLOWS: , THE IIIN",/Ull SlOP£ CI' THE LIHf: WST B£ 1/"-PER FOOT. .-.:: THE PIPE SHALL Bf A IIIN1i1UII Of "STW 27i9
PVC PIPE. if lHt UHE CROSS£S A II£/ifCUlAR ACCEss. I" lHE PIPE SPEClFlCA TIOH SHALL BE CHANGED TO ASTW J()J4 PVC OR BfTl£R, THE PIf'[ SHAll BE A lIlNrllUlt/CI' 4" IN ()jAI/E'J[R. I'flOIofDE
EFFLUENT AL1FR IN SEPTIC TANK OR IN UrLUENT LINE TO FIElD USE RISERS TO BRING THE SEPTIC TANK ACCESS MTHIH 6" OF FINAl GRAIlE. ... All MA 'J[RlALS. INSTALLATION PRACTICES AND SfTBAO(
REOUIRElI£HlS SHALL . ~ COlIf'LY IIITH GARflELD COUNTY /HDlIIIOUAL S£WACE DISPOSAl. SYS'J[l/REGUlA TIOHS. . . ~:· ~fr-:. .-< ,-~. -,". -.. . "5'.' -~, .. " ,-. . .. -.... ~ . ( .. .
--' -:.:. ".,. . ~ .. ' -... .. .. ' . . '. SEPTIC TANK DETAIL · NOT TO SCALE , , ' . '-' --' ! j .'-" 'I . " .: ;111" ...;... .. ' . ' . .-. .. I ."_. . ' . \ .,, . . ~ ._ . 1 . : "
t::·~_;}~\,· i"'-. : :~ ~ .. . , ',' • ,..--" _ , .. " _ . , _ , . _ . E~~ , _ .. PROPERTY LINE ' .' , -' , . J~;G · IJRAfIl1.FIJ-. • '-" .,.. ' ---C:"o ,'~ ~ . ~ .. ;;~ · .... ~. ~
" .. . . " · t~ -' . .. . -.... 'F.. " .•~ . . . ~.", t" : .,-', .. --.. "~ -~ J/';"" -: _.. " -.. -~:!:l~;1~' .. ~ ~ -.. ---_ .. I . ., . 1 . ., ... --.~.-: \ .. . !.. -" I ..•. ..
.... ~~~~~~f:T"~=:&PfPE . . ,.. , ...... -' . ' . -,.' . '.,.. .•',., -J '. ·., _. i. . . .-.-: . , . .. ~ I' ._ . 0. -, ..... -_ .. ' r----l~i4-~ £xr.A¥AJ£ .. fU 10 ~ 'RCS W/.'/2 -2
1/r '*HD ItOCIC' [AR1H .•.. ,, ,.,. ...• . -.. ....:.~ .. -.. . ---------... ' __ A ..-, . " ..... ~ . . :~. r ..... 1/COPYRIGHT ")tAWNBY DA . . ~ ..... ( DATE J 04/24 109 REVISIONS
INDIVIDUAL AGE SHEET Cl •, • ., 1 '~i · ----~ , I ~ ~
A. GENERAL E. DESIGN LOADS RESIDENTIAL SNOW DECKS WlND(BASIC) 40 PSF LIVE LOAD 15 PSF DEAD LOAD 4<J PSF LIVE LOAD 15 PSF DEAD LOAD 60 PSF LIVE LOAD 15 PSF DEAD LOAD 90 MPH, EXPOSURE
B DESIGN IS BASED ON 20D9 IRC 1. All DIMENSIONS AND DfTAILS ON STRUCTIJRAL DRAWINGS SHALl BE VERIRED AGAINST THE ARCHITECTIJRAL DRA\\INGS AND ANY DiSCREPANCIES BROUGHT TO THE ATTENTION
OF THE ENGINEER PRIOR TO CONSTRUCTION OR FABRICATION. 2. DO NOT SCALE DRAVtlNGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS. J. COORDINATE ALL OPENINGS THROUGfI
FLOORS, WALLS AND ROOFS \\ITH THE MECHANICAL AND ELECTRICAL CON11lACTORS. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN THE STRUCTIJRAL SYSTEI.IS. 4. 'M-IERE REOUIRED CONSTRUCTION
DfTAILS ARE NOT SHOWN OR NOTED ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ENGINEER SHALL PROVIDE SUmCIENT DfTAILS FOR THE WORK TO PROCEED. 5. NO SPECIAL INSPECTIONS
IN ACCORDANCE \\ITH 2009 IRC ARE REQUIRED. B. EOUNDA TION 1. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND BRACING 'M-IERE REQUIRED TO PROPERL Y AND SAFELY COMPLETE THE
WORK. 2. A VOID EXCESSIVE WETTING OR DRYING OF THE FOUNDA TION EXCAVATION DURING CONSTRUCTION. KEEP EXCAVA 1l0NS REASONABL Y FREE OF WATER A TALL llMES AND COMPLETEL Y FREE OF WA TER
DURING PLACEMENT OF THE CONCRETE. J. FOOTINGS SHALL BEAR ON NA TIJRAl UNDISTIJRBED OR ADEQUA TEL Y COMPACTED STRUCTIJRAL Fill AND BE PLACED BELOW THE FROST DEPTH REOUIRED BY THE APPLICABLE
BUILDING AUTHORITY. ANY DISCREPANCY \\ITH THE FoollNG ELEVA TIONS SHOWN ON THE PLANS SHAll BE BROUGHT TO THE A TTENTION OF THE ENGINEER. 4. BUILDING TO BE FooNDED ON CONTINUOUS SPREAD
fOOTINGS DESIGNED fOR A MAXIMUI.I SOIL BEARING PRESSlURE OF J,OOO PSF IN ACCORDANCE \\ITH 2009 IRC R401 .4. 1. VERIFY CONSISTENCY Of GRA VEl MATERIAL \\ITH ENGINEER AFTER EXCAVA TION
IS COMPLETED 5. All FoollNG BOTTOMS AND DECK PIER BOTTOI.IS TO BE J6' BELOW RNISH GRADE. S. ALl foollNGS TO BE 10' THICK UNI ESS NOW OTHERWISE. 7. BACKRLl ON WAllS \\ITH fiLL ON BOTH
SIDES SHALl BE COMPACTED IN EQUAL LIFTS EACH SIDE OF THE WALL WAlLS BACK-RLlED ON ONE SIDE ONLY SHALL HA VE ALL SUPPORTING SLABS. PERMANENT fRAl.IlNG OR TEI.IPORARY BRACING IN PLACE
PRIOR TO THE PLACEMENT OF BACKRLL C. CONCREllE CONCRETE REOUIREMEN TS 1. ALL WORK TO BE PERfORMED IN AOCORDANCE \\I TH THE 2009 IRC. 2. ALL CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH
OF JOoo PSI. J. PROVIDE TYPE 2 CEI.IENT THROUGHOUT \\ITH 4 S PERCENT AIR ENTRAINMENT. 4. I.IECHANICAlL Y VlBRA TE CONCRETE. 5. ADDIllON OF WA TER TO THE BA TCH I.IA TERIAL fOR INSUFFICIENT
SLUMP IS NOT PERI.IITTED. 6. DO NOT PLACE PIPES , DUCTS, OR CHASES IN THE STRUCTIURAL CONCRETE WITHOUT THE APPROVAL Of THE ENGINEER. 7. NO ADI.IIXTIJRES SHAll BE USED ""THooT THE APPROVAL
OF THE ENGINEER. B. CONCRETE SHALL NOT BE IN CONTACT II1TH ALUMINUI.I. CONCRETE REINfORCf!lENTS 1. REINfORCEMENT BARS TO BE GRADE SO OR BETTER. 2. NO SPLICES Of REINfORCEMENT SHALL BE
MADE AND NO 'lrfLDING Of REINFORCING SHAll BE PERMITTED EXCEPT AS OETAllED OR AUTHORIZED BY THE STRUCTIURAL ENGINEER. J. LAP SPLICES. 'M-IERE PERMITTED SHALL BE A MINIMUM OF J6 BAR DIAMETERS.
4. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. 5. PROVIDE (2) #5 BARS \\ITH A MlNII.IUM OF 2'-0' PRo.£CTION BEYOND THE SIDES OF All OPENINGS IN WALLS. BEAMS. AND
SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINfORCING AT POSIllONS SHOWN ON PLANS. --, SIill 1. 2. J. 4. 5. 6. 7. B. ALL IIiSII g;RE~lbTi I ;;Ob.-1=I~m Atm SllEEL SHAll COMPLY
\\ITH 2009 IRC. FIELD WELDING Re'~lIRES SPECIAL ) ALL CONNECDONS SHALL BE WIELDED, INSPECTOR. PR"1I0E ,\PPROVAL ANCHOR BOlTS SHAll CONfORM TO ASTM AJG.fPORT AT FRA~"IIoI(iIIl$PFr;TION
STRUCTIJRAl STEEL SHAll BE DETAlLED, FABRICATED AND ERECTED IN ACCORDANCE VtlTH THE LATEST PROVISIONS OF THE AlSC I.IANUAL Of STEEL CONSTRUCTION AND AISC--' CODE OF PRACTICE. USE 'lrfLDERS
MEETING THE REQUIREMENTS Of THE AWS ·STANDARD QUALIFICA llON PROCEDURE.' COMPLY \\ITH AWS 01 .1 'STRUCTIJRAl 'lrfLDING CODE". ALL 'lrfLDS SHAll BE ElOXX TYPICAL UNLESS NOTED OTHER\\ISE.
DRY PACK OR GROUT FOR BEARING PlA TES SHAll BE SHRINK RESISTANT EMBECO 153 OR EOUIVAlENT. EXPANSION BOlTS SHALL BE "'lrfJ-IT", 'RED-HEAD', 'K\\IKBOlT", OR APPROVED WlEDCE TYPE INSTALlED
IN ACCORDANCE \\ITH THE MANUfACTIURES REOUIRf!lENTS. D. STRVCTIJRAl WOOD FRAMING 1. ALL CONSTRUCTION TO BE IN ACCORDANCE \\ITH 2009 IRC UNLESS NOTED OTHER\\ISE. 2. ALL WOOD FOR STRUCTIJRAl
FRAMING TO BE AS fOLLOWS: STRUCTIIRA/JOiSTSIRAFTERS/PLATES/STIIDS HEM fiR NO, 2 DR BEIlER 1 Fb = B75 PSI (1000 PSI REP), fv = 75 PSI, E = 1,600,000 in-4 4x4.3/16" STEEL POS I 1/2" ~
x 8" A.B. 3/16 " STEEL PLATE WELDED AT BOTTOM OF POST. PROVIDE ACCESS HOLE roR ANCHOR BOLT A TONE SIU MIN. I----SONOTUBE FORM (10" MIN) W/(2)-#4'5 CONCRETE DECK PIER DETAIL SCALE: NTS
EXIS TING HOUSE I , I I I I I I " " " " " If " " 12"-9' 21'-9' FRONT VIEW 1/4" = I' I " I 1----4'-8· EXISnNG HOUSE !>ee !7'.-m Alld~ #$ZFOtz... CO IIt-1rm R<?fH,ltrJIlttis /1'1 CYI1/'1'I1
cI.uelhJ1.ff. " I I ", ;.-, ,/26 " I "If GA. ME T AL ROOFING I u u u g'-O' I 2"-0' 8'-0·-----1 SIDE VIEW 1/4"=1' -----4"4' HOLLOW STRUCTIURAL STE ~t--. '", I ~, N CONCRETE DECK PIER
EXISTING HOUSE 4X4X~, STEEL POST CONTINUOUS ;.r, WELDS @--..j All SIDES OF All CONNECTIONS El (HSS) DECK FRAME ''-" /' 4X4Xl1, STEEL8RACES ---..t...j))o. rlP. @CENTER B EA~ (M I~ .)
3D VIEW -1 STEEL SI ZES: flOOR FRAME = 4,4,lii POSTS'" LOWER BRACING = 4x4x)(, ROOF FRAME, ROOF JOiSTS, '" ROOF BRACING = 4'4~ 1· COMPOSITE DECKING FLUSH 'M TH TOP OF STEEL FRAME 3D
VIEW -2 4X4~ STEEl ROOF JOIST @24-7/8" D.C. CONTINUOUS}§" WELDS @2 SIDES OF EACH CO~N EC]ON (MIN.) 4X4~ STEEL FRAME CONTINUOUS >I" WELDS II All SIDES OF ALL CONNECTIONS 4X4~ STEEL BRACE
TYP. @EACH POST FABRICATED JOIST HANGER WELDeD 10 fl OOR BlAM }§" THICK X l ' 'MOE (MIN.) , FlllET WELD r LONG ~ IN. EACH S DE ....... -4X4Xli!" STEEl FRAME CONCRETE DECK PIER CONTINUOUS
)f \ll.lDS @ALL ~DES OF ALL CONNECTIONS ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION 26 GA. METAL ROOFING 2,8
WOOD JOISTS @16" O.C. ::::-... EXISTING HOUSE ~ r ( x 0 ~ ~ ~ 0 Z ~ ~ ~ -~ ~ DRAWN BY DJA DATE 6/3/13 REVISIONS E 0 "N":"a :£E OOM O<§J UM _.5 ~\l :H OzOM:: O~ CC :.a ~~ U·..= -0-N'O
"""00 000-><:", 0'0 ~o-012 0..0-cf:!.:.: ~ J J [AS~~~WN J DRAWING DECK PLANW/NOTES & DETAILS SHEET SI