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HomeMy WebLinkAboutPlans" . , \ \ , \ , \ \ , \ , \\ ~ ENTRANCE GATE \ , I \ , I \ l'ROOf -- OVER~HANG --.,,,,,,, . 16.00 , ( 25.00' BUH.DING SETBAO:. \ YARD DRAIN ---~ }--REFER TO SHT C2 29.84' 10 0 • ~---I GRAPHIC SCALE ,0 I (IN FEET) 1 inch = 10 ft. THIS AREA IS ALREADY UNDER PERMIT - 1. k u CR t 10 cll\A.1_1 L '1 G 20,~ ::c:. ~, :i:.:pc , ::p..t <., "'l. FC..C, zoti 9 -:i::~ C.C.., 2c ~ ~ :Z:. F C . z. ~~c:..rµ(.,1,t.. A-.. 7u SUH~ ']i:t...t.c..7'fa.J u. t :T -.i S?.e:.c:.:rcR. RECYCLED APHALT 0.6 BASE COURSE CONTINUED FROM STREET. STRIP ALL TOP sort AND CLAY, SCARIFY SU8GRADE, RECOMPACT TO 95% MIN . STANDARD PROCTOR. _J 6" l RECYCLED ASPHALT DETAIL N.T.5. PROPOSED LEGEND t ~ ,.-,~--~[ PROPOSED RECYCLED ASPHALT PAVEMENT "'c::"'·, ""--~·"'·"""-, ."""=-"'".j PROPOSED CONCRETE EXISTING LEGEND EXISTING PAVEMENT APPROVED ,S'JBJEC T T O NO T ED EX CcPTIONS & INSPECTION S GARFIELD COU"TY BUILD IN G DE P~V.ENT DATEJ1/b•,']p/~Y FIELD C OP Y N O IN SPECT IOU ,·;,,,.,o,JT Tl •c~E · , ' "l ._,.::; -1:JIJ.i,NC:-c, \J , •• ,T,-~ '....' C.1 t: Page O f -- Know what'$ below. Call before you dig. z C in ~ ci z LIi .... 13 ~ .... ~ u ..J ..J -(!] z er. LU LU z (!] z LU VI c::: c.. 0 l/') (!) z 0 _J ::> co (f) z 0 ~ UJ 0... 0 UJ (9 ~ 0 I- (f) z -~ _J ~ 0 0::: ID -• m 0 g 0 C <( >->-"' "' C i;; 0 w z z !!l " I 0 in w w r C 0 0 ~ "' z &!I "' <( 1:u--~ "' -"' wo..-9 ::) j,:o"'.., VI CJ)w~~~ z z-' --c(~O 8 <o-,.._ ~ zR e NOCJ> .. ..J :il Ill -;;; > ~ LI. u 0 0 0 ~ 0 _J 0 (.) 0 z __J :5 UJ I- 0... :::i: IL a:: 0::: UJ UJ <( I-c.. C!) (f) IL 0 ~ z ::> 0 (.) CAl..l. 2-BI.ISINESS DAYS 1t,1 ADVANCE DATE: 12-02-2016 BEFCl.:E YOU DIG, GRADE, OR E>!CIWA TE 1---..._-----; I FOR THE UARKING a= UNDERGROUND JOB NO. MEM6ER UTIUllES 15219 .01 G:\2015\15219\CIVIL\Civil DWG.<.\DE\15219 OE OFFICE BUILDING.dwg SHEET C1 \ \ \\ \ \ ' I \ I I \ I ' I \ ' \ ' \ \ \ _, \ .... \ .... \ -,. \ .... \ \ \ \ \\ \\ ', \ \ \ \ \, \, i I \ I \ \ \ \ ' \ \ \ \ .... \ ,.. \ .... \ FL:5899.21' .... \ \ ,,. \ ,.. \ .,. \ \ .... \ .... \,~ -,. \ ,,. ♦FFE:5899.00" I FL:5899 .49' ' ,.,.,,.,.,- COMPACTED GRAVEL FL:5898.09' FL:5898.61 ' fl;5897.81' FL:5898.00' \ '" "" FL:5899. 74' -t-FFE:5898.50' Fl:5897,76' VARDORAIN RIM; 5898.73' 10 0 I .... -~- ' GRAPHIC SCALE • ,o 20 "' 1_1 ( IN FEET) 1inch = 10 ft, '---~' THIS AREA 15 ALREADY UNDER PERMIT SPOT ELEVATION LEGEND BOW = BOTTOM OF WALL EDA= EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FlOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP= HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM= RIM ELEVATION TBC = TOP BACK OF CURB TOG = TOP OF CONCRETE DRAINAGE DIRECTION/SLOPE SPOT ELEVATION + EXAMPLE: TOP OF CONCRETE @ 7900 .00' = + EXISTING LEGEND EXISTING CONTOUR ----7900 -EXISTING CONTOUR INTERVAL EXISTING PAVEMENT PROPOSED LEGEND ----79/JO--- PROPOSED CONTOUR PROPOSED CONTOUR INTERVAL PROPOSED RECYCLED ASPHALT PAVEMENT PROPOSED CONCRETE 2.0% XXX '.XXX.XX' TOC:7900.00' Know what's below. Call before you dig. ci z w ~ ~ i= ~ u .... .... V) a: 0.. 0 V) C!) z 0 _J :::, co en z 0 -~ LU a. 0 LU ~ 0 I-en z ::?i: _J g 0::: CALL 2-BUSINESS DAYS IN ADVANCE DATE: "' ~ ,I, 0 ~ tl □ "' >-ID □ >-w ID z z "' I ;;; w □ 0 0 ~ z 0 ::i _J a. 0 LU ~ ~ _J z ~ ~ ~ 0 C!) ~ LL C!) 0 z ~ 0 z ~ :::, C!) 0 (.) >-ID □ w "' u w :,: u BEFlH: YOU DIG. QR.t.DE. 00 EXCAVATE J----------4 FOR THE t.lARl<ING OF" UNDERCR~O """·"' UTILITIES JOB NO . 15219.01 Gc\2015\15219\CIVIL\Civil DWGs\Df\15219 DE OFFICE BUllDING.dwg --~--,._ ___ c ______ _ , *4118' • Cross Section & No t e s 1/2" = 1 '-0 " -. . . 56 " ~ 3 1-0'1 3~" e,1_b" 3~" 7 '-b" 5~" • 3 1_2!11 2 1-111 31_2!11 2 '-5!' 21-1 II 2'-5~" ' , . -'JI" r ---------------7 -'IN Li\ ' ,. " I I ~ ~ (( -'I" OFFICE A/V-COMFUTERS tfl (\J I ' I (\j I --~ --)f--'\- . ' (\J f-TOILET H C\I b ' ' N >------' ' N ii,) . . I (_1) // I "' I I' -~ -' I ' N I I' (\j • II II ¥~ I ' -. ' = ' L _J-u -'IN . -IN L/) tfl ----c-L -j.~~ --- ~ 1 '-4 , 2 ' I" I '-4, , 3' 2" 21-611 i,2 '-l II z1 r11 1., -'1 . -1, ,. I, •<> ·, , ' • / . ' ' • 'G1i . • • 5111 5!" 3 '-0" 8 1-G~ 7 1-0' ,_ 2 • 3½' 3~' 20-0' ,. ,. • Floor Plan ¼" = 11-on r ---------- I t t I I I ~_!. ...... z----~ I ! ! I I I L _J ------------------~ 4 Left Side Roof Plan I U ilWJWWWWWWWWW rm 2--z CF'F'•S£T \..APS IN TCP &. BOTT ~ BARS NIN. 6 -0', 2-•' , , , / / / / / / / 9f811CTill!:Ai l-CNCIAI Nmr,t ,rr cm O:,TI ON!'i GC"Ne-AAL Rl!OUIFl!Ml:NT5 A. 01!5iGN LIVI: LOAD, l,floofg"°""",4,0~ ~.~•-l"lo<n,..tO~ ,5. ~-IOt,f -4. Iii<~, 90,,,,ll3 :"",~ ~. ~~C ROOI" NOTfS I •ROO/" SNOW' LO AD DC51GN •40 P51'. 2 -T"-U551!5 TO~ DC5lGNCO roi SNOW LOAD, 15 f'Sr D?AD LOAD, ~o Mf'H, 3 S~ONO WIND GU5T, St!ISM IC D~IGN CATAGORY-C PW9 10 rer OCAD LO'AD ON M TT OM CHORD. 1"ROVIDC AI.L eLOCKiNG, ORACIHG, HOI.D--DOWN5, M'D OTHC1' MMDNm ~ R!OUIR?D ey l'AeRJCATOR , .9-itOOr-5HV-.THING TO flf 5/6' Th!C K PLY¼OOO. A-f'.A. RATCD .32.1 1 ID. COMTINU~ ,Heo\TI11NG OVeR.AU, T/W95f5 El ?LOW OVe'R.-l'AAMf AA.eAS. 4·AU. F~ING WM51::R TO BC HCM ·M 12 01<, 6mt'R. ALL CONNOCTION5 AND NAILING TO ec /'CR Tl"IC 1.e,c •• S-5M~Tn ALL EXl?PJOR WALI..5 FULL MCIGHT W/ 112· o.e ,5., GIVDC ,i,:-M-W. ID-AT ALL CORNC~ TtilW..OLJT, 12'-0' MININUM WIO! CACM Dl~ON r"ROM CORNE!<., 6LOC1'. ALL WALL 5HCATlil NG COG?!! ANO NAIL.All !DGC, AT 4 ' O.C .. INCLUDING Al.l5lDf5 or WALL Ol"e:NING9, ANO TOP f-BOTTOM PLATe5. l"LOORNOTC5 I -0!:S!GN oms NOT ALLON FOR CONCReTE TOPPING OVCR INTCRIOR l'LDOR JOISTS. 2-5H~ATH A.LL l'LOO~ W.123/.32' TH ICK. Tt G STURDl-l'LOOR, GLUC ANO NAIL !-Jo1in, TO ec 'eCI' ~'( eo1~c: C~CADC', OR TJI ' l,W TRU5-JO~T MCMILLAN, PROVtDe 51.0CKJNG, 5TH"feNC:IG , 5QU-"5H eLOCr:JNG ANO MARDW~ A.9 Rl':QUI~. i.JM, A!I.? TO e,e veRSA-i.JM , OR TIM6CR5TAANO. '4•!",~M!NG LUt..t~f:R. TO 6C HC"hUJlt..12, ALL NAILING ANO OONNC'CTIOI>/, TO CONl"ORM TO THI: l.ltC .. l"OUNDATION NOTl:ei l-05IGN 15 6A5CD ON 3,000 P5f' 50IL 5 CARJNG (50 ro LATCRAI.) 2·Af.LCONCRfTC TO Of 3,000 P51 At 2e CAYS. ALL Rr!Nl'Ol<.CING TO ee Gll'AOC ,o. 3-ALl !"LATl:5 IN CONiACT WITH CONCme All TO ~c T~ATtD , ALLJ0[5T HANG.CR.S ANC Ml!TAL CONNCCTOR.5 ARf TO 3t. .Vt'ROVfC l'OR CORROSION R:515TANC!! WITH TReATED LUM8ER. 4-rrovmc 1/2. O!A.)( 10' ANCr"IOi<. BOLTS AT -4'-0' o.c. MO AT COR.m:R5 l"r:R TriC l.fl.C. 5-AT All CORNCRS rnrw.OUT, lAP ALL HOl<JZONTAI. .tl'.INl'O"-CiNG e.AJt.5 24" MINIMUM EACM DIR.ECTION. CONST RUCTION NOTES, TYPICAL ROOF CON5TRJJCTION- ARCHI TECTURAL SfRIE5 A5 PHALT SHINGLES 0/ BITUTHENE FROM THE EAVl: UP TO 3' OF THE INTERJOR 5 1DE OF THE EXTERIOR WALL AND IN VALLEYS W/ 30f FELT ON THE ~M/;JNDER or ROO F Oi FL'IWOOD SH EATHING OJ ROOF FRAMING WJ R-4 9 6 ATT INSULATION BETV,t:EN TRU55E5. FA5 TEN GYrSUM WALL BOARD TO TRUS SES -1 /2" THROUGHOUT. TYPICAL FLOOR CONSTRUCTION - 3/4' T • G PLYWOOD 5U BFLOOR 0/ JOISTS (TJl'~5EE STRU CTURAL) W/ R-30 BATT IN SULATION IN J015T 5 FACE. FO F\CED />J R WALL UNIT WJ AIR CONDITIONI NG. TYPIC AL EXTERJOR WALL CONST RUCTION- WOOD LAP SIDING A5 INDICATED (S EE ELEVATIONS) 0/ 1iVE~' PROTECT IVE WRAF 0/ SHEATHING 0/ 2 X G STUDS@ I G" O.C. W/ R-2 1 SPRAYED AND/OR BATT INSULATION BETWE EN STUDS. I /2' GYr SUM WALL BOARD ON INTERJOR SI DE OF STU DS . TYP ICAl INTERIOR WALL CON5TRUC110N- l /2 ' GYPS UM WALLBOAR D ON EACH SIDE OF 2 X 4 STUDS @ I G' O.C. CRAWL SPAC!:- PRO VI DE ACCESS AN D VENT FER 16C. PRE-ENGINEERED RF TRU SS ES HAVE ENGINEERING FOR INSPEC TOR 'r' fl..f.. ~ J._tC-f AT TIME OF FRAME INSPECT ".11\1 ~(1 1_(')11 • Y'--cv ''i)Q.-()_+It>~ f S ~C. 2 'bC "::,. · + ~~;1"~') ,----_-_-_-=-=._-_-_-=-=_---r------,(Jl'-'H 4~ ?.t..t. ~,fi.T.£.Jt.. ,, , ,, , , ;, "' llL U 0 ci ~~ !Q ©) ~ \fl x- (\J I i:c / / / / / , ,, / ' 8' 4 " I -~ / / o/f 1 I I I I L ill <fl <fl :::, z~ 0 ::;-::; ;t o@ --7 I I I I _J Foundation & Floor Roof Framing Plan . ~ . ,. 9 ii,) b ' f.. . ' Framing Plan ¼" = 1'-0" 5~ s~- STA NDING SEAM MET ALROO/ LodS 1YF. ..y A ..J...~ I/ ~ ----~ -; / , / . ~ .,, □ --,- Front Exterior Elevations 111 -1' O" 4 -- ¼" = 11-0" □ □ Rear .I Ji>4, K1 I.() I x8 LAP 51D ING lx4 TRIM@ t----------, ,-..._ CORNERS< Right Side I 'bo4 .4 AROUND DOORSNIINCOWS 1 □□□□□□1 ~[ ~~ ~ 0 4-,,.J C/) ·E 0 "ci ~ i:':! ~ -§ u " I. b ..s . ~ § " u 0 ::E 0 I---,,. u ] ,... "ci 0 qJ & lt1 0 ~ ~ ... p., < C) Date 12-01-1 6 Per mit Re visio ns Sheet A3 .1 □□□□□□ Copyright C 2015 by JoJdrn Ar,cb!u:c\tm:, (nc