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B02-0261 PLANS (2)
/ I \ \ \ \ . ' \ I I ! ' ' ---~ ' FOUND No, 3 REBAR WiTH YELLOW CAP ~ L.S. No. 11413 -------·--- -------8450 --- PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC. 'S?G--476-8844 FAX 97Q-476-8616 -FOUND No. 3 REBAR WiTH YELLOW CAP -- L.S, No. 11413 LOT 10 1000' UON'S R!D~E to'OP VAll. CO 81657 · ~.· / ASPEN GROVE ---· / ' / I'"'""' -SET8t.CK I ' 'r( I I I I J I I I / I FOUND No. 5 ~EBAR WlTH ALUMINUN CAP LS. No, 16827 / I TRACT C j/J / FLOWliNE OF D: rc11 ->\'" +----_....... _....... l 8361.7' ' 6:=37*33'26" R=192.19' L=125.98' T=65.35' CH=123.74' CB=S64 '05'13"W LOT 8 ----ROCK WALL 8359.4' SEWER MANHOLE MH 32 RIM ELEV, = 8359.4' INV IN El EV. ~ 8350,8' ~ INV OUT ELEV. = 8350.7' ®/ (PRO-JECT BENCHMARK) -·-+ 8357,;' GRAPHIC SCALE 10 0 " ~-I ( lN FEET ) ! inch = 10 ft. GfJi[!Y.,I-'LOTES DAn' OF TOPOGR.~D!-IY: APRIL 1, 2002. 2 PROJECT BeNCHMARK: SEWER MANHOLE MH 32 lOCATED NEAR THE SOUTHEAST CORNER OF LOT 9 AlONG BALD MOUNTAIN ROAD. RIM ELEVATION = 8359.4', INVERT IN ELEVATION ~ 8350.6', INVEfH OUT ELEVAllON ~ 8350,7' (SEE ORA~NG), 3 PEAl< LAND SURVEYING. INC. DID NOT PERFORM A llTLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN !HIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER No. 02031012, DATED MA.RCH 21, 2002, AT 7:'45 A.M.. - 4 NOTICE: ACCORDING 10 COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASEO UPON ANY DEFECT IN THIS SUHVEY WITHIN THREE YEARS AFTI:R YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DA fE OF CERTIFICATION SHOWN HEREON, SURVEYOR'S CERTI"iCATE I, GORDON S, PAGE, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEflEBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND COHRECT TO THE BEST OF MY KNOWLEDGE. ~-- GORDON S, PAGE COLORADO P.L.S. 29048 FOR &: ON BEHAL PEAK LAND SURVEYiNG, INC, LOT 9 TOTAL AREA ~ 31303 So. Ft. TOTAL AREA OF SLOPE UNDER 30% = 6292 Sq. FL LOC1\TE END) TELEPHONE ."" .· PEDESTAL .• ""' "ll'l CTV PEDESTAL ~ -m SEWER MANHOLE MH 34 RIM ELSV, -~ 8350.9' ~ _ .· ···~ TOPOGRAPHIC MAP LOT 9, BLOCK 2, VAIL VILLAGE; THIRTEENTH FILING, TOWN OF VAIL, . ·EAGLE COUNTY, COLORADO ' ' ' DRAWN: JF REVIEWED:, GP . DATE: 04/03/02 PLC , JOB#: 1139 '·> \ \ \ \ \ '\ \ I 0 .. ~ Q_ TRACT C S88"09'03"E -174.00' FOUND No. 3 REBAR ~11-1 YELLOW CAP L.S .. No. 11.413 . N 0 • co N .- w • I") .-.t . I") lO 0 0 z BUILDING SETBACK j_ 1---15.0'~ r-----'---+-c-:--.,..,.----'----'-(75.1') ------::;::.J--------1... FOUND No. 3 REBAR WITH YELLOW CAP L.S. No. 11413 LOT 10 FOUND No. 5 RE3AR WITH ALUMINUM :AP L.S. No. 16827 / F.F. ELEV, 8370.0' 8383.8' / / TRANSFOMER FIRE HYDRANT LOT 9 0. 718 ACRES / / / ,#'// //8363.8' / ~///// FI_OWLINE OF DITCH /wv /. 'r /><;('/ ·~·' / / WATER MANHOLE FF -8365.0' GARRAGE __ ...- I I I EAST HALF OF DUPLEX (UNDER CONSTRUCTION) @) 6=37'33'26" R=192.19' L=125.98' T=65.35' CH=123.74' CB=S64"05'13"W \---· ·,s.o' \ \ \ \ \ \ \ -- \ \ \ \ J FOUND PLAIN No. 3 REBAR .... (1\ 0 • tO 01. 8367.0' 8363.1 LOT 8 8368.9' 8360.2' ROCK WALL 8360,1' SEWER MANHOLE MH 32 RIM ELEV. = 8359,4' INV iN ELEV. = 8350.8' INV OUT ELEV. -8350. 7' (PROJECT BENCHMARK) FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. ILLEGIBLE GRAPHIC SCALE 10 0 5 10 20 ~~-rl-~-~-~1 ~~-~! ( IN FEET ) 1 inch = 10 ft. GENERAL NOTES DATE OF SURVEY: FEBRUARY 18, 2002, UPDATED JUNE 24, 2003 2 PROJECT BENCHMARK: SEWER MANHOLE MH 32 LOCATED NEAR THE SOUTHEAST CORNER OF LOT 9 ALONG BALD MOUNTAIN ROAD. RIM ELEVATION -8359.4', INVERT IN ELEVATION -8350.8', INVERT OUT ELEVATION -8350.7' (SEE DRAWING). 3 BUILDING TIES ARE INDICATED IN PARENTHESIS. 4 THIS IMPROVEMENT LOCATION CERTIFICATE IS FOR THE EASTERLY PORTION OF A DUPLEX BUILDING. 5 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITI.E SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY, ORDER No. 02031012, DATED MARCH 21, 2002, AT 7:45 A.M .. 6 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY Vi1THIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN 11-IIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IMPF<OVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR CRESTONE BUILDING COMPANY , THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVIEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 6/30/03 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID AS NOTED. DATE:-~:'~-"!_~-- SEWER MANHOLE MH 34 RIM ELEV. -8350. 9' I . s IMPROVEMENT LOCATION CERTIFICATE LOT 9, BLOCK 2, VAIL VILLAGE, THIRTEENTH FILING, TOWN OF VAIL, EAGLE COUNTY, COLORADO DRAWN; JVK Ill REVIEWED; GSP SHEET 1 of 1 DATE; 6/24/03 PLC JOB#: 11391 '-. J -, I c c ; ' .. . ~ I 't --· " • .. Plant Schedule Common Name Scientific Name Size ----colorado Spruce Picea pungens 8' Ht. n -Dolgo Crab Malus 'Dolgo" 3"Cal. 0 ~..,~ ---------Quaking Aspen Populus tremuloides 2-3" Cal. 0------Nmowleal Cottonwood a--------Chokecheny 0-------Tammy )1L'liper ®----------Rabbitb:rush ~Sod Populus Angustifulia Prunus melanocarpa Junipe:rous sabina tamarsifolia Chrysoiharn_nus Nauseosus #1 @ 18" Spacing 3"Cal. 5Gal. 5Gal. SGal 1 GaL Native Grass/Wildflower Seed All Disturbed Areas General Notes and Specifications L Loc..atlan of all trees shall-be staked b!:J the Gontrac..tar and approved by the LandScape Arc.hltec.t pr!or to final Installation. 2. Exact placement and shape of planting beds shalf be reviewed b~ the Landscape Arc.hltec.t prior to Installation of Irrigation system. 3. All plant material shall be plac.ed In pits having a maximum diameter of 150% of the plants total rootball or c.ontalner diameter. 4. All plant material shall be backfilled wlth one part peatmoss/c.ompost mixture with two ports topsaiL 5. All plants shall be "Colorado Grown"; if not available "Colorado Fielded", or "Northern Grown" may be aGc.eptable. 6. Spruc.e trees to be nursery gr'own wrth leader lntact and undamaged. -1. Multr-trunk.ed Aspen shall have a mrnlmum of three trunks. 8. All herbaceous plcmtlng beds shall be amended 1"--lth v-.1ell rott-ed manure/c.ompost mrxture (one c.ublc.-yard compost per 350 s.f. one c.vb!c. ~ard sphagnum peatmoe.5 per 250 s.fJ , and tilled !Flto rock free topsoil to a minimum depth of 6". cr. Afl herbaceous beds shall be top d(·essed with I" exka flne shredded hardNood bark mulc.h. 10. All shrub beds and tree wells shall receive o minimum of 3 11 shredded hardHood bark mulch. IL All plant beds shall rec.etve Mlra-fl fllter fabrlc. 12. Plac.e a variety (species and bloom trme) of perennials and ground covers In masses (min. 6 plants) where desl~nated on the plan. Plant masses of bull?s In perennial beds. !3. Alf dec.!duous trees 2-1/2' cal. and over shall be staked wrth 6' steel 'T* stakes and guyed with #!4 gauge galvanized wire and H/2" wrde x 18" green nylon tree straps; all trees less than 2-1/2" c.al. shall be staked by 6' lodgepole stakes with the same gu~ing and Hrapplng spec.lflcatlons. 14. All dec..iduous trees shall be provided with a tree well at Its base. Wells are to be earth c.onstruc.ted having a minimum shallow depth of 4 11 15. All newl~ planted trees shall be rootfed at time of Installation. Rootfeec:Hng shall c.onslst of a liquid root growlh stimulator, Jnc.ludrng vitamin B-2 and a slow release Fertilizer composed of 14+14+10+2% Iron. 16. All trees, shr-ubs, vines and mixed flowers shall rec..elve drip Irrigation at a schedule c.onslstent with their lndlvldual needs. All sod areas shall rec.elve spra~ Irrigation with 100% overlap. All disturbed ar-eas to be r-evegetated with native grasses and wlld- Ffower seed shall r-eceive temporar~ Irrigation for a minimum of 30 da~s; thereafter, decrease water-appllc.atlon gr-adual I~. lhis system will have an automatic. c..loc.k with an integrated rain sensor/shut-off. II. Aspen trees shall be field c.ollec.ted with a minimum of three clear trunks unless otherwise specified. 12. Spruce trees to be nursery grown with leader intact ands undamaged. 25. Unless otherHise' noted by the draHlngs or tec.hnlc.al spec.lflc.atlons, all planting beds shall be separated from sod and native seed mix by 1/8" x 4" galvanized steel edger. Edgrng shalt be tacked In plac.e with 12" edging pins spaced at 40" Intervals maximum. 30. Landscape Contractor shall Install 3-4" diameter river-rock drip edge, 6" be~ond all roof drip lines where shrub beds, patios, drlveHays, Halkways, dec.ks, gutters and any other site improvement doesn't exist to alleviate erosion. Provide large boulders at concentrated flows I.e. roof valle~s (see Plan)" Line dt"ip edge wlth filter Fabric.. Jq. One appllc.ation of di-ammon:um phosphate fertilizer, 18-46-o shall be broadc.ast prlor to seeding at a rate of 1-8 lbs. IPOO s.f. 20. All disturbed areas located on the Landsc.ape Plan to rec.elve native grass treatment shai! be revege:tated by sewing the following seed mixture at a rate of 42 lbs./acre. Perc.ent mlx of each seed t~pe shall be approved b~ the Landsc.ape Arc.hitect. Seed % M!x Shee-p Fescue 20 Creeping Red Fesc.ue 20 Ganada Bluegrass 20 Ganby Bluegrass 20 Rocky Mountain Hlldflawer Mix 20 21. All areas to receive wildflower seeding shall be soHn with the follov-tlng mix of wildflower seed. Percent mix at eac.h seed t~pe shall be approved by the Landscape Nc.hltec.t. Seed %Mix Siberian HallfloHer 15.0& Perennial Lupine 13.0& Sweet Williams Pink 12.04 Rocoklj Mountain Penstemmon 12.04 Perennial Gallard!a f2.04 Blue Flax 10.04 Dwarf Cornffawer 6.04 Annual Baby's Breath 6.04 Com Poppy 3.04 California Poppy 3.00 Dumc:;;'::.> RoGI<..c:;;l. :3.00 Shasta Daisy 3.00 Giant Columbine 1.00 Y-lh!te Yarrow 32 Aspen Daisy · .24 22. All seed, sown and fertl!lzed areas are to be Jrghtl~ raked Into soli and generally lnc.lstened. 23. Mulc.h all sown areas with 2-3" of straw or ha~ free of weeds. 24. All straw mulched areas are to tae-klfled with an approved organic tacklfler at the rate of 120 lbs. per ac..re. 25. All finish grades shall provide for natural run-off of water Hlthout law spots or pockets. Set flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwise noted. Contr-ac.tor shalf be responsible far positive dr-ainage throughout the site, with ac.c..uratel~ set flow lines. No low spots or ponding of water will be ac.cepted in the final work. Positive drainage shall oc.c.vr away from all Improvements. 26. 'Specimen' plant material shall be flagged at the holding nursery for approval from the Landscape Architect. 21. Plant quantities In the Plant Schedule are for Information ani~. Landscape Gontrac.tor Is responsible to do their own quantlt~ takeoffs for all plant material on the plans. In case of disc.repanc.les, plans take precedence over plant sc.hedule. 28. Contractor-shall field verify existing grades, utl!ltles and conditions, and notify the Owner of an~ dlsc.repanc.Jes before sfartlng work, making modlfic..atlans as dlrec.ted by the owner. Gontrac.tor will be required to complete the work of this pro jec.t ac.cording to the proposed drawings, details and spec.lflc.atlons. If conflicts arise In the field, contact the Owner for resolution. Contrac..tor shall take take sole responsiblllty for any c..osts Incur-red due to damage of said utilities. 2Cf. Yerlf~ loc.atlons and c.ondltlons of exrstlng trees and plant material prior to beginning work. Contractor-shari take appropriate measures to protect them and avoid compaction within drip lines. Avoid c.uttlng oF roots over 111 diameter. Existing plant material damage by c.ontrac.tor shall be replaced at c.ontrac.tors expense. Refer to spec.Jt!catlons for Tree Protection requirements. 30. It shall be the Landscape Contractors responsibility to c.onform to all design criteria as noted on the Drawings or the tec.hnlc.al spec.lflc.atlons. Any disc.repanc.Jes, deletions, additions or alterations to the Drav-~lngs or spec.lflc.atlons shall be presented In writing to the pr-o jec.t Landscape Architect pr-Ior to Installation. Bl. Landsc..ape Contractor shall submit the Gompany's wrrtten doc.ument regarding It's po,llc.~ in plant guarantee and replac.ement to the Owner. Each guarantee shall conform to the mfnlmum standard ot replacing all material, lnc.ludlng labor due to the slc.kness or death of a pfant for the period of one year following final ac.ceptanc.e. 32. Owner will have the sole and exc.luslve right to ac.cept and reject any plant material brought onto the Site which he/she ma~ find unacc.eptable. 33. Landsc..ape Arc.hltec.t must have a minimum of 24 hours notlc.e prior to desired site visit. ---- 4"x4" CEDAR POST 2"x4" HORIZONTAL !O"xiO" CEDAR PLANK 4" 4" CEDAR POST X JO"xiO" 2"x4" HORIZONTA~ CEDAR PLANK \ -' ~ I= \ '' = I i' ' I I ~ I I ~ I= " = i= = 1\ \ 2 CEDAR FENCE DETAIL 1/4"=1'-D" I -- / / .. / I I ------- lUliNG SE111ACK )Z / -----~------- / / I / I / I / / DRAJN / / / / / / / / /'"WEST U !)JlT / I I I I / CTV PEDESTAL--7'--/ PEDESTAL -- 4 FT. GONG. PAN HITH <').. ~\,\) 2 INCH INVERT Vr- SEVIER MANHOLE MH 30 RIM EL.EV. • 8368.5• / ~ ~ ~ 1~/~ / ~ / ~ / EAST "~ <' -~ .::::-...._ ~ / NOTE THIS AJ35A'I~ARTIALL Y / / ASUF;ITERRANEAN GARAGE / / --wfii..l FLAGSTONE PATIO AT / / GRADE ABOVE. RE:GRADJNG' __________ / ____ _ AND LANDSCAPE PjJ\NS. / / -/ / / I -- ' ' ( _ _, --+ 8357.1' ' ; \ ........ _ ---- '--;--INVERT SE\\m MANHOLE MH 32 58' RIM ELEV • ..., 8359.4" 4FT. GONG. PAN HITI-1 2 INCH INVERT PROVIDE CONSTRUCTION FENCING AT LIMITED DIS1URBANGE IN El.EV. -llJ50.8' OUT El.E\1. = 11350. 7' (P~OJE<::T BENCHMARK) '----PROVIDE GLEAN OUT/GATCH BASIN AT MIDPOINT OF ~RAL NOTES ~0~\) ~~~· I. 2. 3. 4. 5. b. "7. £?>. 'I. 10. DAlUM ELEVATION +100'-D' • ACTUAL ELEVATION ll!l.!l5.5' FINISHED 6RADE5 ARE TO BE 6' MIN. l'lELOH TOP OF CONCRETE FOUNDATIONS, UNLESS NOTED 011-IER""ISE. AREAS OUTSIDE OF T1-1E LIMIT OF DISTURBANCE ARE TO BE PROTEc.TED WITI-1 CON51RUGTION FENCING DURING CONSTRIJGTION. TOP06RAPHIC SURVEl'" PERFORMED BY PEAK LAND CON5ULTANT5 ENGINEERING SERVICES. SOILS INVESTIGATION AND REPORT PERFORMED BY HP GEOTECH, DATED APRIL 25, 2002 COMPLY ~ITI-1 ALL REGUIREMENTS Tl-IEREIN. COORDINATE PERIMETER DRAIN ~IT1-1501L5 ENGINEER PROTECT TREES DESIGNATED AS ''EXISTING TO REMAIN" ~ITI-1 CONS"IRIJGTION FENCING 4 STRAW BALES DURING CONSTRUC.TION. COORDINATE ~I TI-l 1-AIIDSC:;APE DRAHINGS COORDINATE SNOHMELT AREAS ~ITI-1 MECHANICAL CONTRACTOR USE SILT FENCING HHERE NEGESSARY TO CONIROL EROSION LANDSCAPE PLAN / NV IN El.E\1. -8359.2' ~CTRICAL ll!ANSFORIAER NV OUT El.EV. • 8359.1 rr 1 1·=10*-o" ® ' ' - /' 1000 UON SU11 VA!L, ' 970.4 rkdGrko >< w ..J a.. :J c z <( :2: u. LL 0 I: STMIPOF REC JOB#: ' ,ISSUE . _ ADDENDUJ\11 Sl'.JEET: l • .. .. ) ·-·,, ~ .. AH~-- C H<---- DH~-- EH~-- It FH~-- G H<----- r ( 'I I 1 3 4 5 6 7 8 ; 9 IAI !1.'' 3'-<1' 24'-511 1'-G'' 16'-0" : 53'-6· ) 5'-1~' ' . 24'-51 12'-o• ~. .~. ' ! i -2 5 '-4' u;.:· 5 ·-~· 5'-3" '2 .. ... .. , ) 9 "' ·i=~r;; 1=~==:::::' (=.J. ~~~ .. q ~ If~«+. ~If.=~ _.:r,i,r;;;\.~~~~~~~ ! ~:~:···\;;,! ~.;>.'.•: A!J 4'-D' I "' Sl.OFE TOP OF f'LANl"ER I'IALL h GONTLNUOU5L Y FER T DY>LAU. HELSHT5 NOTED. PROVIDE STONE 'T ~ YailJJ( ON 60TH SIDES OF I'IALL TO 6' BELOH FINISHED 6RADE. T~~ I I EDSEOFDORMER I ABOVE, TYF. --+-._: l ~I I ~~~ I I 1'-D" 1 ~:·.~ . r·c:::~fJ; . ;;; ~ :·.,_., .. t.~~\ . · BASE C.ABINET5 I I ~1 L "I $TD.FIN15H FLOOR +84'-6 .. -f- W SINK AND r.·; C.ABINET5 ABOVE 1 ~~;:. ll'i-1 - I l~~~t~~T MEC.HANLc.AL CHASE ..£. " ABOVE. PROVIDE I ' DIRECT VENT TiiROU6H l' ~-. · EXTERIOR I'IALL AT 3'-o' ~/ " , ABOVE FINISHED SRADE. ~ 21'-11" 21'-3" t r- .___ I- lo:· [01 ~· ~-··-~~~~;~~;,;1]~~~-~-~-:·~~-:.,~~,,.,.,~,,~i·· ~--~·jj··~~····~·. -1 "I ~ Sl.OFE TOP OF PI.AN1CR HALL ~~- 1 GONTLNJoUSLY FER TDY>LAU. HEISHT5 NOTED. PROVIDE STONE VENEER ON 60TH SIDES OF I'IALL TO / 1- 6' BELDH FINISHED 6RADE. --~ "' r-----T-rh~~~~-\ 1-- 1\'\ ~- 1<- ... I .... _ .. !3'-4" J I I , I I I I I I I I ,_, .... I -I- -I- I I I I I I 20'-o" I c ) <· : I I I j. { •,1 \ ' . \. • ' ' t Q L __ ... /_j ED6E OF DORMER ABOVE. TYF. ur TOWN OF VAIL / DESIGN., .cP~F,':.F~~··a·...:,:-v···,:~u \ • STAFF A• "1 I. I u .. ··~ 16'-o· -~1----t-- ~ / ___ __ ; l ) 1000 L s VAll 97• o1<d0 )c L1 -a. --c: 2 <I ::! LL LL c J JOB; -, .. .,.,.,., ""' / \A4.1/ - . Cl _, E Pk-- GPk-- \ •, I' I' 1 [o I ~J -\.L:2::} ~ ) 12'-o" I 18'-4" LIVIN5 ROOM !201! l.e>'-4" 5'-2" -..:~ • ! "/!;'I -' I "'' ' (1: 2 I' - -----t-----t-- B'-Cf" 3 53'-6" 1 lb'-10" h----j f-- 46'-6" BEDROOM ~ HALL ~ 24'-5" 24'-5" 4 12'-D' I I h----j f-- 1 I D!NJN6 ROOM ~ 6ATE- L I ----- ITGHEN ~ 5 113'-4~ ~ "l '\ ~ ~""----'' ('.."' h-'-1 H...l--"''l.. \ t- • 9 N I 22'-10" IIB'-4" 6 7 15'-10" 20'-0" sef'-1011 li'-5" I I I I 1-- 4'-5" 11'-2" l?J'-o~ 20'-0" 8 16'-0" I I -I- \. 16'-0" ! : j MASTER BATJ-1 !2.21 J 9 - \. 3'-11~" ! I . ---lN ·<> -' "' ' STAFF AI · · QATf ......••.•. 1/Ji.h'L----~" ~p;,f~~>·-~--~-· ._,..~/1~------·---~··-----·'-,_,- 1000 UONSRIOGE SUITE :S-1 VAIL.. CO 81 970.475.92 rkdCrkdc:~rch. STAMP OF RECORD; JOB#: 0208( ISSUE DATE ADDENDUM 3.29.04 SHEET: ' ' .--., . 9 G N c 'i-• "k- .4 - A :2 ..... M.l - - G l-"1..--------- 1 I r= I I I E I I - '-- I I --·-- I 2 18'-411 -- • G _, "' ', • I 9 G /]"-- _, F; t: ~ "' -" I - / I / . G ' "' - 3 4 55'-211 rt-3~~~ 11'-10~" ---- I I l I ----- I 3'-2" !.+ I I" " I I I I Lf -MASTER I I BEDROOM ~ I r~--7-~' " " ' ~" 1~, @~ " " ", I / I $T.O.FINI5H FLOOR " I / +10'1'-8" " / DN ~(Eo~, ~ " / A~ ~ ~ 1-_-----In~ ~ / " rlJ-1 / I t I -// 1-I-/"""" / I ·~~ / / l ',, J BAnl ROOM / ~ / ~I / @-/-~-~~-I ", f~ I / I I / I MASTER ---r------L I IT-~" I"' ""' ""' / CLOSET I ~ I I L _______ B5'-2" w _L 1 UPPER lEVEl FlOOR PlAN 1/41 =1'-o· / \... - 11'-lot--l --- 5 1-2" """"" \ )j 0 J \ ./ r- 1 5 - ~ I I I m ~ - I I I I I _j I I 15'-1011 - 9 F; ~ M!,ol ~ • ' U'l -:l" 6 -+-J• 1-.===!- '-1" 7 I ~I I : CLOSEr~-~ 1!!£!1 P' L _______ _ BEDROOM !BIOI " I 8 20'-0" 6ENERAL NOTI"S I. 2. 4. 5. 6. 1. FOR DATUM ELEVATION INFORHATIO REFER TO SITE PlAN. ALL DIMENSIONS ARE TO FACE OF -6 OR 2x4 511JD FRAMINS OR EDSE OF CONCRETE UNLESS NOTED THE'l<NISE. DO NOT SCALE DRAJ-IINSS. CONTACT ARCHITECT FOR ANY DIMENSIONS MI55IN6 OR ILLESIBLE. 1 . TYPICAL EXTERIOR ~-!ALL IS 5/8" SYP. BD. ON VAPOR BARRIER 1 ON 2x6 S11JDS SPACED PER STRUC11JRAL, W R-1'1 BATT. INSULATION. SHEA THINe PER STRUCWRAb f'XTERI R FINISH VARIES. PROVIDE DOUBLE BOTTOM PLATE @ AU-1-!HICH BEe IN AT FLOOR L.EVlol. TYPICAL INTERIOR l'lALL IS 5/8" OF 2x4 OR 2x6 S11JDS SPACED PER PlATES CAN BE PROVIDED AT CON 'X' SYP. BD. ON EACH SIDE TRUG11JRAL. DOUBLE BOTTOM CTOR'S OPTION. TYPICAL EXTERIOR FND. l'lAL.L IS 5/, ' SYP. BD. ON VAPOR BARRIER ON 2x FURRINe " 16"0.G., W 2" RISI INSULATION. ON CONCRETE FND. ~LL PER STRUG RAL. ALL STRUGWRAL WOOD ~-!HIGH IS IN DIRECT CONTACT WITH CONCRETE ~ OR SLAB ON o!;RADE ARE TO BE TREATED AS REQUIRED BY THE BUILDINe INSPECTOR. 2x4 RJRRINe WITH FULL BATT INSULATION® CONCRETE WALLS ABOVE SLAB, TYP. UNLESS NOTED 0 RY.IISE. l ' • i -DISTANCE SETWE!SN DOOI'?.-..IA~;..-4--~.JA<:;Em YlA!..I.5 AI?.E TYPICALLY 8" UNLESS NOTED OTHERWISE. 10. PROVIDE RJLL BATT INSULATION BET>r=co'< ALL FLOOR LEVELS. li. PROVIDE SOUND BATT INSULATION IN l'lALLS ADJACENT TO BEDRooMS AND BA MS 12. SHELF 4 ROD TTPIGAL " ALL BED M CLOSETS. SHELF TO BE SUPPORTED BY CONT. lx4 PINE CLEATS" 1'-Q'' T.O.FINISH FLOOR/ +103'-8" / I [ ___ ) I I -r< 9 r- -"'N. __;N r;- F- -------- . \) ' "' "' - '<I'-./ HALL ,.----- I ~ I I I \ Dll ....... -........ ""'\-~ .. 'x-11" '-.._A6 ~ 5~" " r- ~----~ / / 1( I~ 9 I -3 _j l - TOV\fh] OF VAtL OES!G\t r:\E_\llr:.\N STAFi 7 . /._;::~:-:-·::::_ ··V.b..L "1(t4of. {JG-·-···-··- 1000 UON SUIT VAIL, ' 970.4 rkdO'kq >< w ..J a. :J c z <( :E LL LL 0 I: STAMPOFREC JOB#: OSSUE ADDENDUM SHEET! A: ' ' CORRUGAlED METAL ROOFIN6, TYP. -~\ SlEELCLAD / WINDOW SYSlEM ---+i+r / ~ I IFL .. T.O. A •o •-v H // STONE VENEER, TYP. BOARD AND :5 \ I BATT SIDIN6, TYP.-~ I I ll II --= il I ' IIWJWllllJ T. T.<"' I I . M>• V ' I I ll':'t.-~11 I L ~ \o/8 17 ~ r r - I STONE BASE, TYP. 1 -f--- I f--1 I I ·---~~ ...... -- EAST ELEVATION I II "" h\ - I '" <'r it SOUTH ELEVATION "' +I )' I ! 1/4. H I !___STEEL CLAD WINDOW SYSTEM re I l I T .T~ Tl I I 1-- "'T.O. "' i , I ~ '"' ~ I ! . :i . i ' ' ' 4" TTJ'. ..,~.., TUBE "I cti-FRAME e>Tl±L PANEL SlEEL DIA. RODS . ~O~W.J OF VA fl.. DES,GN R1::'VI-s .-l'' -F . '-1:::\ilf ' ;r AooRc·• . ' l .J+iAL. \ \ \ 1000 UONSR10GE SU!TE 3-0 VAIL, CO 81e 970.476.92~ rkdGrkdar"ch.c ~ en 1- 0 ...1 STAMP OF RECORD: JOB#: 0208( ISSUE DAlE ADDENDUM 3.29.04 SHEET: ; ' I . ! . ' ' ' : ! i : ' . I ! ' ' , I i : : I ' ' ' ' I I ~ ' ,, : ' ' .',,'· ' ' • ' /, •113'-'1 9/4" 'V ! I I I I .,., I '"'"' BOARD AND BATT 0::::::: SIDING, TYP. ----\=::";;{;W~ ';;:: TD.FINI9.-! Fl STONE BASE, TYP. --· ../~/ fd_ y 6;./ GORRIJGATED METAL ROOFING, TYP. ---.., \ -" _IP. I ' BARN BOARD SID!NS, TYP.-~ IL I - / ) - ,.,.. Tf" I 2 WEST ELEVATION IJ4•=J•-o- I 114""' I Bnl "" VfliT '"L GORRIJSATED METAL ROOFING, 1YP. ------.. \ \ 1\ ' ! ' ! C::: ' I i I I I I I ' I ii II I ,, ' ' ! ' . . 1 NORTH ElEVATION I/4111 =1 1-D11 CORRUGATED METAL ROOFING, TTP . _LQ,I I ;,.;, ~ ! ' I ' I I I ! ! @ _\ ! !\ I I ~ v~ I~ v I~ I I I L J " f--I"' v f--17 @ I\ f-- f-- ~ ' \ \ . ·--.. \'-----BARN BOARD SIDING, 1YP. I I I I I I .--u.II__,_IL_l II..J......._ l.ul--'.,1---w._l-'-l I -Ukfr-BOARD AND _ BATT SIDING ~'"" !.El,.QQ&!B1""Mf===============H-H-~ 1-""" ~ , ~ tF~~~sJF========~ I I I I I I--1-""" r v v / I -~ f\ ~r-h-r;:;~, ~~~ 1----l r---v I/ I\ D. v I\ )" r---\ I~ // r--- t--lL 1\ r\ I/ 7 r---"Y v r---\ 1/ 1/ .. · ... . . \ ( l D ' ' "'~ v v ~ ....., ::>: ·>:'.: . · .•. · .. :.~<,' ·:' < ,. ... ./ / T.•. I ' BOARD AND BATT SiDING, TYP. 1000 UONSF SUITE VAIL, C( 970.47~ rkdO"kda >< w ...J a. :J c z <C :! u.. LL 0 I: STAMP OF RECOI JOB#: ISSUE ADDENDUM SHEET: A~ ... -. -, . . 8' Ht. .· .... ~~~ ... ~~lf,· .. --~!-DOigo Crab M~lua 'Dolgo• 3" CGI. ·<-. •• -. .. , •• () "'"·. __ , .. ---------{.lual<lng Allpm Populue treinuloldes 2-3" Col. 0------Nan'owleaf Cottonwaad Populus Anvustlfolla 3" CGI. 0 _______ -cl!ckech"'TY . Prunua melcmcc:arpa 6 Gal. . 0 · -----'Tammy Juniper .· ®-------·----Rabbltbrush Junlperaus sabina tcmarslfcl!a 5 Gal. Chrysathamnus Nau•"""'-'• 5 Gal. 11 @ 18" Spacing 1 Gal. General Notes and Specifications ·1. Location of afl trees shall be staked by the Contractor and approved by the Landscape Architect prior to final installation. 2. Exact placement Ond shape of planting beds shall be reviewed by the Landscape Architect prior to ~installation of irrigation system. 3. All plant motefia! shall be placed in pits having o maximum dfameter of 150% .of the plants toto! rootball or container d1ameter. .4. All plant materia! shall be baddiHed w;th one part peatmoss/compost mixture with two ports topso:!, 5. AI! plants shall be "Colorado Grown";~ lf net available "Coiorodo Fielded", or "Northern Grown" may be acceptable. 6. Spruce trees to be nursery grown wlth leader Intact and undamaged. 7. Mu!li-trunkea Aspen shol! have c minimum of three hunks. 8. All herbaceous planting beds shall be amended with well rotted manure/compost mixture (one cubic yard compost per 350 s.f. one cubic yord sphagnum peatmoss per 250 s.f.) ond tliled, into rock free topsoi! to a m!rilmum depth of 6". 9. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch 10. All shrub beds and tree wens shaH reCeive a minimum of 3" shredded hardwood bark mulch. 11. Alf plant beds shall recelve Mlra-fi filter fabric. 12, Place a variety (species and bloom trme) of perennials and ground covers in masses (mb. 6 plants) where desl~ncted on the plan. P!ont rnasses of bulbs in· perennioi beds. 13. AU deciduous trees 2·-1/2' eel. and over sha!L,be stoked wlth 6' stee, 'T' stakes and guyed. with #14 gauge galvanized wire and 1-1/2" wide x ·1a" green nylon tree .straps; all trees less than 2-1/2" caL shaH be staked by 6' lodgepole stokes with the same guying and wrapping specifications. 14. All deciduous trees,shol! be provided with o tree well at rts base, Wells ore to be · earth,constructed having a minimum shaliow depth of 4" , 'J5. ·All newly;'planted trees shall be rootfed at time of installation. Rootfeeding shall "· cohsist of a !iqurd root, growth stimulator, incl~ding vitamin B-2 and a slow release fertilizer con;posed. of 1.4+14+10+2% iron. _ -16. All trees; shrubs, vines and mixed flowers shall receive drip irrigation. at a schedule consistent with their individual needs. AH sod areas shall receive spray irrigation with 100% overlap. All distur~ed areas to be revegetoted with native grasses"'anO wild- flower seed shall receive temporary irrigation for _a ·minimum ·of 30 days; thereafter, ,decrease water apPlication ,gradually. This system will have an automatic clock with an~ integrated raln _sensor/shut-off. , . · · Aspen trees, shall be field collected with o minimum of three clear trunks Unless otherwise specified. -·12 .. Spruce treeS to be nursery 9rown with leader intac~t onds undamaged. · 25. Unless otherwise noted ,by the cirowings or technical specifications, all planting beds shall .be separated from sod and native seed mix by 1/8" x 4" galvanized steel edger. Edging sholl be tacked in place with 12" edging pins spaced at 40" :ntervols maximum. 30. Landscape Contractor shall install 3-4" diameter river rock drip edge, 6" beyond ol! roof ~ drip Jines where shrub beds, paUos, driveways, walkways, decks, gutters and any other . s!te 'improvement doesn't exist to alleviate erosion. Provide Iorge boufders at concentrated flows l.e. roof valleys (see Plan), Une drip edge with filter fabric. 19. One application of df-ommonium' phosphate fertlllzer, 18-46-0 shall be broadcast prior to seeding at a rote of 7-8 !bs. 1,000 s.f. 20. All disturbed areas located on the landscape Pion to receive native gross treatment shoH be revegetated by sewing the fo!towtng seed mixture at a rate of 42 lbs./acre. Percent mix of eacn seed type shOII be approved by the La0dscope Architect. Seed % Mix Sheep Fescue 20 Creepint;;; Red fescue 20 Canada Bluegrass 20 Canby Bluegrass 20 Rocky Mount:::in Wildf!ower Mix 20 21. All 'areas to .r'eceJve wildflower seeding .shall ~be sown with the following mix of wildflower seed. Percent mix of each seed type shall be approved by ~he Landscape Architect. . . Seed Siberian, WOl!flower Perennial· LUpine · , ·Sweet ,Williams Pink · Rocky Mountain Penstemmon Perennial Gallordia Blue Flax - Dwarf Cornflower Annual Baby's. Breath Corn Pappy. ''California Poppy Dame's Rocket Shasta Daisy Giant Columbine . , \-\hite Y-arrow · Aspen D9isy % Mix 15.08 13.08 12.04 12.04 12.04 10.04 6.04. 6.04 3.04 3.00 3.00 3.00 1.00 22. All seed, sown end fertilized areas are .32 .24 to be lightly raked into soil and generatly rnCistened. , 23. Mulch all sown areas with 2-3" of straw or hoy free of weeds. 24. All strow mu;ched areas are to tacklfied with on approved organic tackifier at the rate of 120 lbs. per Ocre. ·25. ,,A!] finish gri:Jdes shalt provide for natural run-off of water without low spots or pockets. Set ffow lines ciccurately and provide a minimum 2% and a maximum 33% gradient unless otherwise nOted. Contractor shall be responsible for positive drainage throughout the "site. with accurately set flow Hnes. No low spots or pending of water will be accepted iri the final work. Positive drainage shall occur away from all improvements. 26. 'Specimen' _plant m'aterlal shall be flagged at the holding nursery for approval from the Lpndscape Architect. _ 27. Plant quantities in the Plant Schedule ore _for information only. Landscape Contractor is responsible to do t['leir own quantfty takeoffs for all p!ant material on the· plans. !n case of discrepancies, ,plans take precedence over p!ont ~chedule. 28. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner or any' discrepancies before starting work, making modifications as directed by the Owner. Contractor .will be required to, complete the work of this project according to the proposed drawings, detoi!s and specificotlorls. if conflicts arise in the field, "contact the Owner for resolution. Contractor shall take take sole responsibility for any costs incurred due to damage of said' utilities. 29. · V~rify locations an<;! conditions 'of e~iSting trees and plant material prior to beginning work. Contractor shb!l take appropriate mea~ures. to protect them and ovofd compO:ction within drip lines. Avoid cutting of. roots over 1" diameter. Existing plant fnaterial damage by contractor shall be replaced at contractors .expense. Refer' to speCifications for; Tree Protection requirements. It shall be the Landscape Contractors responsibility to conform to all. design criteria as noted on the Drawings,or the technical specifications. Any discrepancies, deletions, additions or alterations to· the 'Drawings or specifications shall be presented in writing to the prOject ·landscape Architect prior to instollotio~. · . -· · · · 31. landscOpe Controdof shall -submit the Company'S written ·document regarding it's p!)licy In ploht '9uarcifltee Ond replacement to the Owner. Each guarantee shall conform to the· · · 'ffiinimum· standard of replacing all material, 1nduding labor due to the sickness or death of a ·plont for the period_ of one year following final acceptance. " ~ 32\ Owner. will have the.so!e and·.exc!usive right to accept and reject any plant materia! brought_ onto the· Site which he/she may find -unacceptable. , . , ,Landscape Architect must have a minimum of 24 11ours notice prior to desired site visit. -~ ---- I I / / / / / / / / / / / / / / / / SEWER IIAHHOI£ MH JO F111o1 ELEV. • 113118.~' / NV IN ELEV. • IIIJIIII.l!' ?CllllCAL llWISFllRIIEII NV CUT ELEV. • 11359.1 . ® . , ----+ 8357~1' . ; '.:.. . . ·, eENERAL NOTES I, 2. B. 4, 5. 6. 1. f!J. '1. 10. OA1\.M CU:VATION +100'-o' = M1'1JAI. CU:VATION ~S' FINISHED GRADES ARE TO BE 6" MIN. BELOH TOP OF CONC;REIC FOUNDATIONS, IJNLE55 NOTED OTilERHISE. AREAS O!ITSIDE OF THE LIMIT OF DISWRBANGE ARE TO BE PROTEC/rED 'HITH CONSTRUCTION i'EN<:-ING DURING CONSTRUCTION. TOP06RAPHIC. SURVEY PERFORMED BY PEAK LAND CONSULTANTS ENGINEERING SERVIGES. SOILS INVESTIGATION AND REPORT PERFORMED BY HP oSEOn:cH, DATED APRIL 25, 2002 COMPLY HITH ALL REGIUIREMENTS THEREIN. COORDINATE PERIMETER DRAIN ~TH SOILS ENGINEER PROTEc.T TREES DESISNATED AS 'EXISTING TO REMAIN" HITH CONSTRUGTION I'I:NC-ING 4 STRAH BALES DURING CONSTRUCTION. COORDINATE WITH LANDSC.APE DRAWINGS COORDINATE SN01+1ELT AREAS ~TH MECHANICAL CONTAACTOR USE SILT i'EN<:-ING WHERE NECESSARY TO coNTROL EROSION 1 LANDSCAPE PLAN ., -/ \ ', ' , ' i 5\../iTt: 3-D VAIL CO tlj<"!'/ S'iC..'-76 9.278 tLc\<"'okd<>>· h .em >< w _. D.. :J c 0 \UJ 't:~ -"I' .,,., '0 \w a: c w > -w 0 w a:: -..J -· ~ "' ~ '"" '"' '-" :::> "" STAW'OFRECORD. ~ = = ~ "' "' '-" => "" . ~ q ::;; 0 If ~ I ~- :> 0~ w c ,-S' :.1 c-0 0 c:s--• > 0 -!-<:;f\ ~I 1 0 -.. __ j \ , \ ',_ \-, . ~! I " '· ,, ,I I I .I ' • I ·' l . I · . I -/ l Plant Schedule Common Name Scientific Name Size ----colorado Spruce Picea pungens S'Ht 'Fl-Dolgo Crab Malus 'Dolgo'' 3" Cal. 0 ~-"' ---------Quaking Aspen Populus tremuloides 2-3" Cal 0---<---NarrowleafCottonwood a-:_-... -----chol<echerry 0-·--···---Tammy JurJper ®--·--------Rabbitbmsh ~Sod Populus Angustifulia Prunus mela_11ocarpa Juniperous sabina tamarsifolia Ouysot.~us Nauseosus #1 @ 18" Spacing 3"Cal 5Gal. 5Gal. 5Gal 1 Gal. Native Grass/Wildflower Seed iill Disturbed Areas ~N01J::5, I. f'F!.O\Ill:)E ~ Sf'I<II'IICB'< SYSTEM AT AU.. DI51U'!BED AREAS. FINAL I.OCA110N5 FI':R INSTAI..l..ER 2. FiNAL I"U\MT AND TI<EE GOI.tiT TO 6E e!<EAil:R iHAA OR EGIJAL TO lU1eER SHOHi. Gener-al Notes and Specifications L Location of all tree-s shali be staked b~ the Contractor and approved ~ the Landsc.ape Architect pr-Ior to final lnstaliotlon. 2. Exact p!acement and sho.pe of planting beds shall be revieHed b::1 the-Landscape Arc.h!tec.t prior to Installation oF lrYigatlon s~stem. 3. A!! plant material shall be placed ln pits havlng a maximum dlameter of 150% of the plants total rootball or c.Ontcilner diameter ... 4. Atl plant material shaH be bac.kfllled wrth ot1e part peotmos.elcompost mrxture ~lt:h two ports topsoiL 5. All plants shan be-"Go!orado Grown"; If not a-.raik::lb!e "Co!c:_rado Fielded", or "Northern Grown" ma~ be acc.eptab!e. 6. Spruce trees to be nursery grown wlth leader Intact and undamaged. -r. Mv!tr-trtmked Aspen shall have a mlntmum of three trunks. 8. An herbaceous pianting beds .,;,hall be amended wlth !r4Bil rotted manure/compost: mlxture (one c~brc ~ard compost per B50 s.f. one cublc. yard sph,agnvm peat:moss per 250 s.fJ and t1!1ed Into roc..k free topsoil to a mlnlmvm depth of 6·1• <:f_ Ai! herbaceous beds shaH be top dressed Hfl:h 1" extra flne shredded hardwood bork mulch. 10. All shrub bed5 and tree weils sha!! rec.elve a minimum of S" shredded ha-y.iwood bark mult:.b_ \1. AH plant bed5 sha!! r·ecBJve-Mfra-fi F!lt.:er fabric.. !2. P!ac.e a val"'lety (species and bloom time) of perennials and ground covers !n masses (min. b plants) where des!~nated on the plo.n. Plant ma.sses or bufbs !n perermla~ beds. 13. A!t dec.!duous tr-ee:E> 2-!12 · caL and over-shaH be staked Hith 6' steel 'T' stake~ and gu~ed with *'14 gauge galvanized wire and 1-1/2" Nlde x 18" green nylon tree 5trap5; all trees less than 2-l/2" cal. shall be staked b!-J 6' lodgepole stakes H.lth the same gu~rng and wrapping speclflc.atlons. 14. Ali deciduous trees shall be provided with a tree well at Its_ base. Wells are to be earth constructed having a minimum shallow depth of' 4" 15. All new!~ planted trees shall be rootfed at time or ln5tallatlon. Rootfeedlng shall consist of a Hqu!d root growth stimulator, !nc!uclfng vitamin B-2 and a slow release fertilizer composed of 14+14+!0+2% Iron. 16. All trees, shrubs, vines and mixed flowers shall receive drip Irrigation at a schedule consistent wlth their Individual needs. All sod areas shall re:c.elve spra~ lrrlgatron with 100% overlap. Ali disturbed areas to be revegetated wfth native grasse-s and v.~:lld F!ower seed shall receive temporar~ 1rrlgatlon for a minimum of 30 da~s; thereafte-r, decrease water app!lc.at!on gradual I~. This s~ste-m Hlll have an automatic c. tack v.~lth on Integrated rain sensor/shut-off. 11. Aspen trees shall be field c.ol!ec.te:d Hlth a minimum of three clear trunks un!ess otherwise specifie-d. 12. Spruce trees to be nurser~ grown w!th leader Intact ands undamaged. 25. Unless otherNlse noted b~ the drawings or technical spec.lf1c.atrons, aH planting beds shall be separated from sod and native seed mlx ~ !/8n x 4" ga!vanrzed steel edger. Edging shall be tacked ln place wrth l2" edglng plns spaced at 40 11 lntervais maximum. . 30. Landsc.ape Contractor shall install 3-4" diameter r!ver rock drip edge, 0" be~ond all roof dr!p lines where shrub beds, patios, cir!vewa~s, walkways, decks, gutters and any other s!te improvement doesn't exist to alleviate eroslon. Provlde targe boulders at concentrated f'fows I.e. roof va!le!j5 (see P!an). Llne drip edge. wlth fl!!:er-?abr!c. 1q. One o.ppflc.atlon ot ell-ammonium phosphate fertmzer, 18-46--Q shall be broadcast prior to seedlng at a rate of 1-8 lbs. !,000 s.f. 20, AH d!sturbed oreas located on the Landscape Pian to receive nat!ve gross treatment shall 00 revegetated !:?'~ sewing the foJ!oY.Jing se-ed mixture at a r·ate of 42 lbsJacre. Percent mix of each seed t~pe shan be approved b::-1 the Landscape Arc,hltec..L Seed % M1x Sheep Fesc.ue 20 Creeplng Red Fescue 20 Canada 51uegras!;7 20 Canby Bluegrass 20 Rocky Mavntarn Wildflower Mix 20 21. All areas to receive Hildflo~t-~er seeding shall be sown with the follo~--tlng mix of wlldflo""er seed. Percent mix of each seed t~pe shall be approved b~ the Landscape Architect. Seed %Mix Siberian Wallflower 15.08 Perennial Lupine 13.08 Sweet WI! IIams Pink 12.04 Rocky Mountain Penstemmon 12.04 Perennial ea/!ardla 12.04 Blue Flax 10.04 Dwarf Cornflower 6.04 Annual Baby's Breath 6.04 Com Poppy 3.04 Cal!fornta Papf4 3.00 Dame's Rocke 3.00 Shasta Daisy '3.00 tS!ant COlumbine 1.00 ]1-{hJte Yarrow 32 Aspen Daisy 24 22. An seed, sown and fert!Hzed areas are to be ltghtly raked Into soil and general!~ lnc.istened. 23. Mulch all sown areas Hlth 2-3" of straw or ha~ free of weeds. 24. All straw mulched areas are to tack!F!ed ~lth an approved organic. tacklfler at the rate oF 120 lbs. per ac.re. 25. All finish grades shaH provide for-natural run-off of ~--tater-without low spots or pockets. Set flow !rnes accurately and pr-ovide a mfn!mvm 296 and a maximum 3B% gradren!: unless otherwise noted. Contractor shall be responsible for positive drainage throughout the: site, with accurately set flow lines. No !oH spots or ponding ot Hater w!l! be accepted In the f!nal work. Positive drainage: shafl occur a~->~au from al! Improvements. 2b. 'Spec;lmen' plant material shall be flagged at the holding nursery For approval from the Landscape Architect. 21. Plant quantities In the Plant Schedule ar"'e for Information only. Landscape Contractor Is responsible to do their own quantlt~ takeoffs for a!! plant material on the plans. !n case of discrepanc.les, plans take prec-edence over plant schedu!e. 2B. Contractor shall Field verify existing grades, utilities and c.ondltlons, and notify the Owner of any discrepancies before starting work. making modlflc.atfons as d!rec.i:ed bj the Owner. Contractor wl!l be required to complete the work Of thls project ac.cord!ng to the proposed dral--llngs, detalis and specifications. If confllc.ts arise In the field, contact the Owner for resolutlon. contractor shall take take sole responsibility tor any costs Incurred due to damage of sard utilities. 2q. Verify locations and conditions of existing trees and plant material prior to beginning_ work. C-ontractor shall take appropriate measures to protect them and avoid compaction within drip !ines. Avoid cutting of roots over 111 diameter. Existing plant material damage by contractor shall be replaced at contractors expense. Refer to specifications for Tree Protection requirements. 50. It shall be the Landsc.ape COntractors responsibr!lf:y to c.onForm to all design c.rlterla as noted on the Drawings or the technical spec.Jfic.atlons. Any d!sc.repancles, deletions, additions or atterattons to the Drav-Jings or spe:c.if!catlons shall be presented tn writing to the pro jec.t Landscape Arc.hltect prior to Installation. :31. Landscape Contractor shall submit the Ccmpan~'s written document regarding it's pollc.y in plant guarantee and replacement to the Owner. Each guarantee shall conform to the minimum standard of replacrng all material, inc.!uding labor due to the sic-kness or death of a plant. for the period of one year taHowlng final acceptance. 32. Owner will have the sole and exclusive right to accept and re jec.t any plant material brouqht onto the Site v..~hlc.h he/she may frnd unacceptable. 33. Landscape Architect must have a m!nlmum of 24 hours notice pr!or to desired site visit. 4"x4" CEDAR POST- 2~x4 11 HORIZONTAL IO"xiO" CEDAR PLANK 4" 4" CEDAR POST X IO"xiO" 2"x4" HORIZONTAL;-\' CEDAR PLANK \ ~I' i\ I'" ' I "' I ~ ' ID I I'" I= '' F= i= = - \ 2 CEDAR FENCE DETAil ---- I I / / / / / / PEDESTAL / / / / / / / / / / / / // // /WESTUi;T / / / / / / / / / / / / / . ~ / / _...;~------: --------- ~ / EAST __..__.. ~ '-....__. <-.:::--~------... ' --' / / NOTE: THIS ABE;KI(PARTIALLY / / ASU~EANGARAGE / --wffH FLAGSTONE PATJO AT/ / / GRADE ABOVE RE:GRADJNG / ~D / / / / / FT. GONG. PAN HITI-12 INCH INVERT -- PROVIDE GONSTRIJGTION FENGIN6 AT LIMITED DIS11!Rl3ANCE '----PROVIDE GLEAN Ol!T/GATGH BASIN AT MIDPOINT OF ~RAL NOTES 0 ~\) I. DAli!M ELEVATION +100'-G' = AG11JAL ELEYATIOII 8:585.5' Q_' 2. FINISHED GRADES ARE TO EE 6' MIN. BEI..OW TOP OF CONCRETE '\:~ FOUNDATIONS, IJNLE5S NOTED OTJ-lERI-oiiSE. ••• '\ • 3. AREAS OUTSIDE OF THE LIMIT OF DISllJRBANGE ARE TO BE .., tl._'\~ PROTEC.TED Willi CONSTRIJGTION FENCIN6 DURIN6 CONSTRIJGTION. ~ • 4. TOPOGRAPHIC SJRVEY PERFORMED BY PEAK LAND CON9JL TANTS \) EN61NEERIN6 5ERVICE5. 4 FT. CONe. PAN HITI-1 ~r-..._\) 5. SOILS INVESTI6AllON AND REPORT PERFORMED BY 2 INC» INVERT ,f'~ HP GEOTEGH, DATED APRIL 25,2002 COMPLY HITI-1 AU.. REGUIREMENTS TIJEREIN. SEWER MANHOlE MH 30 rnw ELEV. = 8368..5' / NV iN E..EV. -8359.2• ~CTRICAL lRANSf'ClfWER INV OUT El£V, -8359.1 ~ ® 6. '1. 8. '1. 10. COORDINATE PERIME11'R DRAIN Hint SOILS EN<SINEER PROTECT TREES DESIGNATED AS "EXI5TIN6 TO REMAIN' Willi GONSTRIJGTION FENGIN6 • STRAW BALES D!JRINe CONSTRIJGTION. COORDINATE WI"TH LANDSGAPE DRAWIN55 COORDINATE SNOHMELT AREAS Willi MECHANICAL CONTRACTOR IJ5E SILT FENCING ~ NECESSARY TO CONTROL EROSION 1 lANDSCAPE PlAN 1000 UON sun VAIL. • 970.4 rkdCrk~ STA.\lf> OF REC JOB#: ISSUE ADDENOUM SHEET: l --~ .. ' I I I I I .J I l ! ' ' ;. I ' I " / : ~ ' ·. CORRI.IeATED ME'TAL , ROOFIN$, T)'P. ""'7..---~ : I I 5TEEL GLAD • WINDOW SYSTEM --'--...J-1-!-r L__ STONE Y!"NEER, TJ'P. .. ' / j' ' @ 1 EAST ElEVATION I/4"=1'-D11 STONE BASE, .. '. ; .: . : '. L._:_STEEL GLAD ~INDOW SYSTEM C:ORRUeA TED Ml=T AL ROOFIN<S>, TJ'P. ----- @ 3 . I ,, ,, ,, STEEL GLAD • • WINDOW SYSTEM /-------------- ! -------------------~--~ GATE DETAil 1/4'=1'-o• .: TOWN OF VAIL DESIGN REVIEW . STAi";" 1\FPROVAt\ DATE ___ :-44£.__--'-'-'--'-- STAFF: fll<:- . ""' ~- ""' '"" :__.} "" "" .,~: ! ,_ ' .,, '• <l .. ' . " . .. ' ! ., .. ., ·I . · ... 1 .. ,' --I .. ,1 .. ' ·I ~/ I I ! ' " ' ' J . ' ·' ' [ ' ',: • • • j · .. . { ' STONE BASE, TYP. ____ _/ BARN BOARD SIDINe, TYP,--, ® ' . ' '' . CORRUSATED ROOFINS, 1 CORR!JSA TED METAL. ·ROOFINS, TYP. [ i "-~~---BARN BOARD SIDiNS, TYP. I I J I . ·• /'"--,BOARD AND BATT SIDINS, TYP. DATF TOWNOFVA!L DE21r·\l f'li?VIEW · ·· STI\ . > lo ";JOVAL ·&:· · :tk/kf'..c__,::.,.-.:..- ] ~ ~-':) e (\,. ~ ~ ' . . > "-1 • J ;, ~ . ' ..1 • J -.·• o( >· .. u.O ' l oc z~ :; ~0 I J ss "i X ·~o "' UJ ~~ . ' ..Jz ~ u: .···. . '::» £1. :tO . . Hob :::J.-~w ,, . ~ w..J . ~; \ w J ~·Ti . c ~~ . . -w " z ::r: -~ . ... c <( "<l: .. '" wo I ~ C>a:: . ' I ~z 'j . ' ' " LL [ ..J-[ ' -< . ' LL. >r-. i ;.;.~Z ·' 0 . :( ::;) ;'.i >0 I: ·~:E· N , . c ~ ::J, . , ~ I '~ 'i O<C om ..Jit) mu:~ ~u:l CDN ..... 0 .· ...1 J' ' . ,, ' I ·], j i .II .I . :: '' : I ·,. [! • : ... ; I r , ~' . , I 1 ' ' ' ' ,, ' ' J ' .'. ' ! PROJECT INFORMATION LOT SIZE: , 718 AC. NUMBER OF DWELLINGS: 2 (NEW) NUMBER OF STORIES: 3 LIVABLE SQUARE FOOTAGE: 6,109 SF TOTAL SQUARE FOOTAGE: 7,304 SF SYMBOLS/ MATERIALS • I' .: ' t .. , .... I I ' ' • • t\ ',,'·.··: rmo;~o;: DRAWING SYMBOLS DETAIL DRAWING NUMBER DETAIL DRAWING PAGE DOOR SYMBOL ROUGH OPENING SIZE WINDOW SYMBOL INTERIOR ELEVATION PAGE INTERIOR ELEVATION NUMBER/DIRECTION -_,..---:;R'i10"'01[Mj;1T?;A'[;G +-FINISHED FLOOR ELEVATION LOT4A l VICINITY MAP • .• '\/AIL , I , ' ' , ! I , ' I , I I , Y.Q~~ I' " " :: i' I: " I il ' '' I f " I: " ' '' I' I " 'I ! I ': ' TDfl!!m~ '' " , . CONSTRUCTION NOTES CONSTRUCTION DOCUMENTS: 1. THESE DRAWINGS, PER THE INDEX OF PAGES, ARE TO BE USED IN CONJUNCTION WITH THE SPECIFICATION MANUAL ISSUED BY RKD, INC. 2. TOPOGRAPHIC SURVEY BY PEAK LAND CONSULTANTS, INC. 3. COMPLY WITH REQUIREMENTS OF THE UNIFORM BUILDING CODE, AND THE TOWN OF VAIL BUILDING DEPARTMENT 4. PERIMETER DRAINAGE PER STRUCTURAL PROJECT DIRECTORY OWNER: SCOTT HOFFMAN CONTACT: SCOTT HOFFMAN .PO BOX 3389 VAIL, CO 81658 PHONE: (970) 376.0292 ARCHITECT: RKD,INC. CONTACT: JACK SNOW 1000 LIONSRIDGE LOOP SUITE 3D VAIL, COLORADO 81657 PHONE: (970)476-9228 FAX: (970)476-9023 STRUCTURAL ENGINEER: MONROE & NEWELL ENGINEERS, INC. CONTACT: HANNES SPEAH 48 E BEAVER CREEK BLVD AVON, COLORADO 81620 PHONE: (970)949-7768 FAX: (970)949-4054 GENERAL CONTRACTOR: CRESTSTONE BUILDING COMPANY CONTACT: SCOTT HOFFMAN POBOX3389 VAIL, CO 81658 PHONE: (970) 479.0090 FAX: (970) 479.0090 SOILS ENGINEER: HEPWORTH-PAWlAK GEOTECHNICAL, INC. CONTACT: JORDY ADAMSON, JR 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 PHONE: (970) 945-7988 FAX: (970) 945-8454 CIVIL ENGINEER/SURVEYORS: PEAK LAND CONSULTANTS CONTACT: BRENT BIGGS 1000 LIONSRIDGE LOOP VAIL, COLORADO 81657 PHONE: (970)476-8644 FAX: (970 )4 76-8616 '' i' ! ! h ' I I ' , ' . , '' i. i i 'I ! '' ', 'I I ' :I 'I I ' i , '' 'I I' " I! , ' I '' I, II I i '' ! I I I \. /' ' ' ' i I ' ' , I I ; I I , ' " ' ' , ' ! ' i ' ' '' ' ' I ! 'I ' ' ' :: ; l '. ' ' ' ' ', -~~----·- ' 'I ' ,, IIi' I ' ' ' DRAWING INDEX SH # DESCRIPTION GENERAL AO.O COVERSHEET A0.1 SURVEY I LANDSCAPE L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS ARCHITECTURAL ' ' ' --' A1.1 SITE PLAN A1.2 GRADEING PLAN .. ' A1.3 LIGHTING PLAN ' ,, ', A1.4 DRAINAGE PLAN A1.5 STAGING PLAN ,' ' ' ·. A2.1 LOWER LEVEL FLOOR PLAN . ' A2.2 MAIN LEVEL FLOOR PLAN ' •' ' 1\2.3 UPPER LEVEL FLOOR PLAN . A2.4 ROOF PlAN .· .. . . A3.1 EAST 1\ SOUTH ELEVATIONS ·. . . A3.2 WEST & NORTH ELEVATIONS A4.1 BUILDING SECTIONS A5.1 WINDOW AND DOOR DETAILS . . A5.2 FLOOR AND WALL DETAILS A5.3 ROOF DETAILS . . A5.4 INTERIOR AND DECK DETAILS ---+--------------------------- AS.1 I srA_IR_.-:o_E_TA_· J_L_s _______________ , A9.1 , DOOR, WINDOW AND FINISH SCHEDULES STRUCTURAL 52.1 FOUNDATION PLAN S2.2 MAIN FLOOR FRAMING PLAN S2.3 UPPER LEVEL FRAMING PLAN 52.4 ROO~ FRAMING PLAN S3.1 FOUNDATION DETAILS/NOTES S3.2 FRAMING DETAILS/NOTES S3.3 ROOF DETAILS/NOTES ELECTRICAL E2.1 LOWER LEVEL ELECTRICAl PLAN .. .. . E2.2 MAIN lEVEL ELECTRICAL PLAN . . E2.3 UPPER LEVEL ELECTRICAL PLAN . . . ·. ' ' • ' • ·. •,' ' .· .. ' ', '' ' ' ' ' ' ,' ' ,. ' ' ' . ' ,' '' ' ', ' ', . . .. .. . . · . . ,· ' . . . ·- -· .. · . . ----- . >. . ~ ·;:. 0 .u.l 0 q ,~ " :.s 0 ~ 0 '-" t :::0 "" 1- ,, ' '. I c l I ,, I ! i "' ' , ... , '. ' ' >< , ! . I . ' ' ' . • ·' ' 'I ,, ' I I I " ' I i I ' 1 I I I - FOUND No. 3 REBAR WITH YELLOW CAP Ls. No. 11413 . , . ' 97D-476-B6# FAX 970-4>7~-8616 1000 UON'S RIDGE l~. VAll. CO 61657 LOT 10 / BUILniNG SETBACK FOUND No. 5 REBAR 'MTH ALUMINUM CAP l.S. No. 16627 / 0.718 ACRES ADDRESS: 2665 BALD MOUN1AIN ROAD / / / I / OF ASPHALT \_ FLOWLINE or-DITCH --+-- __....,. 8361.7' LF37"33'26" R=192.19' L=125.98' T=65.35' CH=123.74' CB=S64'05'13"W LOT 8 8360.3' ROCK WALL ---8359.0' SEWER MANHOLE MH 32 RIM ELEV. = 8359.4' fNV IN ELEV. = 8350.8' ---~ !NV OUT ELEV. = 8350.7' @)' _ {PROJECT BENCHMARK) cUffS i ( J ! • ; GRAPHIC SCALE '~_.J "' I ( IN FEET ) -1 inch = 10 ft. DATE OF TOPOGRAPHY; APRIL 1, 2002. 2 PROJECT BENCHMARK: SEWER MANHOLE MH 32 LOCATED NEAR THE SOUTHEAST CORNER OF lOT 9 ALONG BALD MOUNTAIN ROAD. RIM ELEVA110N ""' 8359.4', INVERT JN ELEVATION = 8350.8', INVERT OUT ELEVATION = 8350.7' (SEE DRAWING). - 3 PEAK LAND SURVEYING, !NC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABUSH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILiZED iN n.ns TOPOGRAPHIC MAP WERE PROV!DEO BY STEWART TITLE GUARANTY COMPANY, ORDER No. 0203!012, DATED MARCH 21, 2002, AT 7:45 A.M .. 4 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN TI-llS SURVEY "MTHIN TI-IREE YEARS Af'TER YOU FJRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THJS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM 'THE • DATE OF CERTlFICAllON SHOWN HEREON. SURVEYOR'S CERTIFICATE l, GORDON S. PAGE, A PROFESSONAL LAND SURVEYOR REGISTERED' UNDER THE LA VI'S OF TI-lE STAlE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERV,StON, AND THAT TH£ MAP lS ACCURATE AND CORRECT TO TI-lE BEST OF MY KNOWLEDGE. DATE:----------------:---' GORDON S. PAGE COLORADO P.LS. 29048 FOR & ON BEHALF OF PEAK LAND SURVEYJNG, !NC. I.OT 9 fOlAL AREA ~ 31303 Sq. Ft. fOTAL AREA OF SLOPE UNDER 30% ~ 6292 Sq. Ft. TELEPHONE ~ . PEDESTAL .>'-,_ . l'l CTY PEDESTAL ~· SEWER MANHOLE MH 34 RIM ELEV. = 8350.9' TOPOGRAPHIC MAP LOT 9, BLOCK 2, VAIL VILLAGE,. THIRTEENTH FILING, TOWN OF VAIL, EAGLE COUNTY, COLORADO DRAWN: JF REVIEWED: GP DATE: 04/03/02 PLC JOB#: 1139 SHEET i ' / I I ' I I . I i ,! ' / ' I I / i " 8' Ht. , · Malus 'Dolgo" 3" Col: l'opu!u~ tremulokles 2-3" Cal. Populus 1\ngustlfoila 3" Cal. Prunus mlllanocorpa 5 Gel. Junlperous eolllna tamarslfollo 5 Gal. Chf)'ll<>thamnuo Nmo-s 5 Gel. fl 0 1 II" Spacing 1 Gal. SRecification s 1. location Of 011 -·trees· shal) be staked by the· Contractor and approved by the Landscape Architect prior to final installation~ · · 2. Exact p!acem"ent and shape of planting beds shall be reviewed l;>y the Landscape Architect prior to insta!!ation of irrigation system. 3. All p~ant material shall be placed fn·pits having a maximum diameter of 150% of the i plants' total rootball or container diameter. · · ' 4. AI! p!ant ~material shall be backfilled with one port peatmoss/compost mixtUre with two ports topsoil. " · ', 5.' All P!arits shall be "Colorado GroWn"; if not available "Colorado Fielded", orr "Northern Grown" may be ,acceptable. , 6.-Spruce trees to be· nursery grown with leader, intact and· undamaged. 7. Multi-trunkcd -ASpen-shall have a minlriwm of three trunks. 8. AU" herbaceous· planting beds shall b€ amefided ·with well rotted manure/compost mixture {one cUbic yard compost per 350 s. f. one cubic yard sphogn!.lm peotmoss per 250 s.f.) and tined into rock free topsoil to a mTnimum depth of 6". . All herbaceous beds shaH be top dressed with 1'' extra fine shredded hardwood bark mulch. · AH Shrub beds and tree wells shall receive a mlnlmurn of 3" shredded hardwood bark mulch. All plant beds shall receive Mira-fi fi,lter fabric. , · _ Place ·a variet,¥ (species. and bloom J;im.e) of perennials and ground covers; in mosses (miri. 6 p!Onts) where .desi~nOted on the plan. Plant masses of bulbs· in perennial beds. ·13 •. All :deciduous ,trees 2-:-1/2' cal. dnd over shall be stoked with 6' steel 'T' stakes and . gu-yfid with~' #14 gau9e gol~onized wire dnd 1-1/2 .. wi,de -x'18" green hy!on tree straps; ' oil trees· less .tttan ~2-1/7 ·:cal. shaH_ be staked by 6 ·lodgepole stokes with ~he same !\ .. ••J.·.c guying_al}q ·wrapping· specificatiOns.. . __ . · · . . · · , 14. ~All decidu·ous.trees·sholl-be.provided with-a tree well at its bose. WellS are to be · . "· .. eOfth co~Slruct_ed. havirlg a· rniri!rTium ·sJiallow _depth of 4"· r _ 15.-All newly-planted trees , shall be ·root fed at time· of Installation: Rootfeeding shaH , , , Consist of a liquid 'root growth stimulotor~ -inc!uding vitamin 8-2 and a slow release fertilizer~ composed of 14+.14+ 1 0.+2% lr:oit. · \ AI!-trees~ shrubs,: .vines and ,mixed flowers shcill receive drip irrigation at a schedule c;:Onsistent. 'with the'ir individuOl needs. All sod areas shall receive spray. irrigation .with -. 1 00% overlap. , AH. disturbed areas· to "be revegetated with native grasses and wild-. flower ·seed shall 'receive temporary irrigation for a minimum of 30 'da_w; thereafter, -.deCrease ·water application graduOIIy .. -This system Will have an Outomatic clock with , :on· .lntecjroted rain sensor /Shut....:.off. · _ ·. . , -. 11. ~Aspen· trees shalt be fieJd .collected with o minimum of 'three clear trunks unless Otherwise ·., ·'.5Pedfied. ' ~ :' --. ,-- 1'2.."· Spruce trees to be nursery.grown· with leader intact ands undamaged. 25 .. Unless· otherwise noted-by the· drawings or technical specifications, all planting beds shalt :·,~be separated from sod on'd native seed mix by 1/8" x 4" galvanized stEie! edger. ·· Edging ~sh'o11 be tacked in place with ,12" edging-pins .spaced ·at 40" intervals maximum. 30. Landscape Contractor shall install 3-4~' diameter river rock drip edge, 6"'' beyond alt roof -·' driP J1n8s where shrub beds, pcit!os, driveways, walkways, decks,' gutters and any other " site improvement doesn't exist to alleviCte erosion. , Provide large boulders at concentrated flows i:e .. roof vaJieys (see Pla!"J). Line drip edge with filter fabric. , , , 19~_ Orie OpPiicution of d!-ammonium phosphate fertilizer, 18-46-0 shall be b'roadcast prior to'see~ing at·a"rote-_of 77""8 lbs. l,OOO ,s.f. AH, ·disturbed areas loco ted on the Landscape Pian to receive native grass treatment sh,atl b'e revegetated bj sewlng the fottowing seed mixture at a rote of 42 lbs./acre. Percertt mhC!)f each seed type sh'aiJ· be approved 't;y the L9ndscope' Architect. seed % Mix ".sileep -Fescue; 20 Creeping Red F.escue -· ~20 " ',Canada Bluegrass "20" · . .Cpliby Bruegrass " r 20 " Ra"cky. Mountain· Wildfiower Mix . 20 . ~-<21: ·All ;oi-eas· to·'re'ce1ve, wildflower seed!ng shall be· sown with the following mix of wifdflower · ,, ·. · · s:eed.~ ~ ·~erc.en.t mix of eOch 'seed tYPe. sha!l be ~approved by the Lc.:mdscape A.rchitect. < ~-: ' ·.%Mix 'Siberian Wallftower 15.08 ·Perennial Lupine" 13.08 Sweet Williams Pink 12:04· .. Roc~}I.Moun'tain. Penstemmon fz.o~L · ,P€renrlial .Gallardio· 12.04 · "Blue !'lox 10.04 Dwarf Cornflower .-6.04 • Annual Baby:s -Breath 6.04 COrn Poppy· ' 3_04. California Poppy 3.00 Dame·s RoCket 3.00 Shasta Daisy 3.00 Giont Columbine 1.00 Vv'hite · Yarrow · .32 Aspen Daisy .24 _ · 22. ·All seed,' sown anti fertilized areas, ore to be lightly raked into soil· ond gene'ra!ly , .. , 1nc1stened.· · ., . , \ ~'" 23. Mufch. all sown areas with 2-3". of straw or-hay Jree of weeds. ~ .: , -,24 .. All straw. mulched areC_Js are to tockiffed with an approved, organ i.e , tackif!er. ot··the rate of 120 lbs.· per ocr~. . --· , 25. Alt. finish grades Shell provide for noturcl ·run-off .of. water without !ow spots or pockets. Set flow lines occuroteli and provide a minimum 2% and a maximum 33% gradient unless -otherwise· noted. , COntractoF ShaU be responsible for 'positive drainage throughout .the - .··.· .. ··•·· .. ·Site, with;accurately set flow.llnes .. No low spots or pon"dlng.of water will be accepted ,. in~ the'_finol work: Positive drainage shall occur awoy frOm all improvements. · , 26:", 'Spedmen'-plcmt material' shott be flagged ot the holding <nursery for approval from the , ; ' Lorrdscape Architect. ' · . ~. 27. Plant. quantities in the, Plant Schedule are for, information onl)'. Landscape Contractor is resPof"!sil;lle~.~o d~. their own qudntity tO_keoffs_ for· .oll piCn:t materia! ,on the ploris. ~ In- case of -discrepancies, plans take precedence -over plant schedule. · ContrCCtOr: ·shol! field" verity existing grades, utilities ond conditions, and -notify the .own'er of ·anY disCrepancies before starting work, making ~modifications os-directed by the _ Owper. _ .}?;on tractor will be required Jo complete the work o! this, project" · -, . ::<, accordiil"g-to thS proposed dfOwings, details and specifications. If con filets· arise·' /~ · :in 'the field, "contact the 'Owner for resolution: f· COntractor shalt :take toke sole ' , reSponsibility', for any costs-incurred/due to darrage of said utilities.,. .' , .·. 29. Verify·Jocations an~ conditions :of exfsting¥ trees ·and "plant mat~riol prior to" beginning, ' work. 'ContraC'tor· shalt taKe,,appropriate measures to protect 'them and avoid'. ··campoction,._within drip lines: Avoid cUtting of rootS over 1"·_diom~ter. Existing plant , mOterkH damdge by c contractor ~shall~ bEi replaced at <;:on_ tractors expense. . Refer·-tO ·.,. . specificOtions for Tree_PJotection requirements. c • • _ • , , -. c • , 30 .. It shOH be the tarlOsCOpe COntractOrs -res.ponsibility to ·conform to ~all design criteria · ' , as noted .on the Drawings or the technical specificatiOns. Any 'discrepancies. deletions, , · · . ~c> . .''addltiOO's, or .Oiterations to tfie Drawings or. sPecificationS ,shp11 .be presel'}fed i,ri: writing ~-·.<~·,, ': to,~he PTOject LaOdsCape Architect. prior \to inst?Hation:· . , · _ ~', , ." . . · 3L'~·Londscape Contractor sholl submit the Companys_-wriHen .dOcument ~egarding Its po)Jcy :'irl"'-plant '9uarant'ee' bhd. replaCement to· the OWner.-_ .Ei:Jch gu_aranlee shall conform to ·the · . , -:· rriinirilum_ ·stcinda~d of (eplocing ,all material,._ inclUding labor due to tlie sickness Or, death , . : of_o plon't tOr'tfie period of Ope-, year: follawjng finO! acceptance.. _ , . . 32'.' OWner wJII .nave, the 'sole ond exc;lusive right to accept 9nd reject any plant material broUght · ; ' onto tHe Site which he/she mar find unacceptable. _ · , • .. - · _ 33: 'Landscape~ Architect. n1ust have o minimum· of 24 hours notice prior to desired .site visit. ~ . . . ' . . . . " .. ----- I GENERAL NOTES I. 2. "· 4. 5. 6. 1. f>. <1. 10. OA'IUM aJ:IfA110N +100'-<:1' • AC.'TIIAL aJ:IfATION l'lee5.S' FINISHED SRADE5 ARE TO !lE 6' MIN. l'lEl.OH TOP OF CONCRETe FOUNDATIONS, UNl.E55 NOTED OlllERHISE. AREAS OUT51DE OF THE LIMIT OF DISTUI'!BANGE ARE TO !lE 'PROTEGTI:D HITH .CONSTRIJC;TION FENGINS DURINe CON5TR!JC;TION. TOPOGRAPHIC. 5UIO.VE'f PEi<FORMED 6Y PEAK LAND CONSJL T ANTS ENe!NEERINS SERVIC-ES. . SOILS INVESTI<SATION AND REPORT PERFORMED 6Y HP <SEOTEc.H, DATI:D APRIL 25, 2002 COMPLY HITH ALL REGIUIREMENT5 THEREIN. COORDINATE PERIMETER DRAIN HITH SOILS ENSINEER PROTEGT TREES DESI<SNATI:D A5 "EXX5TINe TO REMAIN' HITH CONSTR!JC;TION FENC-11'15 t .5'TRAH SALES DURIN&$ CON5TR!JC;TION. COORDINATE HITH LANDSc.APE DRAHINSS . COORDINATE SNOI+IELT AREAS.HITH MEc.HANIC.AL CONTRACTOR USE SILT FENGINS ~'~HERE NEGE56ARY TO CONTROL EROSION LANDSCAPE PLAN 1 1~=101-o•: --' STAMPOFR!;;CQRO· JOB#: 02080 ISSUE DATE ORB 07.01.02 ORB 07.05 02 < 07.11.02 • ORB 0717.02 . "08,07.02 .~ .. • . . ' .. ·' " c .. ·' .. 1 ' ._, ' 1 . . j -, .• . ' • 1 1 1 ., " . ' • 1 . ~ '; ' I l -' '' . J . . ! .. I ' i j I I I " ' . . . . ' ' .1 . -. I / ' . ' I 'I l " ~""'::2.:::: ;.....::::y."""::~,:....;...lr-=--....;.."'-....,----~" Do not cut leader. Prune damaged or dead wood after planting and staking. Keep crowri shape typical of species. ._, ' '> ' .. . Specified tree strap collar, do not twist. 14 gauge ga1v. wire with 1/2".dia. x 18" white PVSpipe on " "each wire. ·Specified posts, 2 each 6 to 8' height, align as"approved. Keep plumb ,--with tops even. Drive 12". into undisturbed subgrade outside planting .. pit. Tree stakes located inside watering saucer. On trees greater than . 3" caliper use guy"wires as per evergreen trees. : ... Wnip entire surface of trunk up .to branches with required wrapping; _;....--::--"when specified. Refer to Specifications. Secure at top with duct tape. 0> >' .. ....-.-"C"" Fill 4" wateri;,g saucer with specified mulch at a depth of 0" at !he • . trunk to 4" at the edge of the ring. Reinovesauceruponsodding/ seeding in irrigated areas. :~~22~~----------·· Plant tree 2-4" abOve surrounding grade on undisturbed soil. Set tru_nk plumb .. ' . '. ~_..;~....;....;-:....;-:~7·. 2/3.ba·ckfill,1/3 compost mixture. 1'1'-;.;;;,_..;_..;...;;_..; ..... _..;_..;..;. __ .. Remove all twirie and wire from bait Remove wire baskets. ==---~------------Initial stabilizing backfill 1 j 3 depth, compacted. Undisturbed pit bottom for rootbal! base. Deciduous Tree 1?lantiri Not to Scale , ' \ ' ' . .·~~·~'-. ~N___;;O_..;T....;;U~S.:::E.:::..D_" -' ~ NottoScale " . . .. . . ' . 12" Do not cut leader. Prune damaged or dead wood after \*--....-.-'---'----------planting and staking. Keep shape typical of species. Do not prune up lower branches, t-Ball Dia. + 24" .,.-Specified trunk strap collar, Hea\'}' duty. Do not twist. 14 gauge galv. wire with 1/2" dia, x 36" white PVS pipe on each wire. Specified guy wires. Provide 3 equidistant around tree. Keep clear of branches to prevent rub damage. On plants 6' tall and below stake with 2 stakes as per deciduous staking .. Fill4" watering saucer with specified mulch to a depth of 4", Specified stakes at 4" watering saucer driven flush with grade, _,---24", three per tree. Remove saucer upon seeding or sodding in irrigated areas. Water saucer to be 2-1/2' from !rurik of deciduous trees. fll'"--..,...-...,------Initial stabilizing backfilll/3 depth, compacted. ________ .._....__.;. Set rootball on undisturbed soil. Remove twine and burlap from lop 1/3 of ball Remove all wire baskets 20" below top of baiL Evergreen Tree Planting Not to Scale .,-.:;_ 3-4' Diameter Min. Moss Rock Boulders for all Exposed Portions j .•. t : ; ~~ToTIJr1i1f of the Boulder Wall. r;Lun ""'-3-4' Diameter Min. Angular Boulders for all Portions of the Wall not Visible. NOTE: W=Height of Boulder Wall. 4" t-. ·:--1/4"x4" Steel :• =-Header ' Boulder Retaining Wall. ---IQI-· ....;......;..S_te_e_..;l._E_,..d...Lgml-· -Jg'-L..;_ ~ NntTnSra1P Not to Seal~ r-------..,...-,------,----,---,-Concr<:tecurb, edging or sidewalk. Ball Dia. + 12'' NOTE Do not plant any plant with rootball not in conformance with Colorado Nursery Act requirements. Hold mulch grade 1" below edge of walk edging or curb. See Details Set shrub at grade grown in container or .... ..,..-grown in nursery. Set top of junipers root ball to finish grade of mulch. backfill, 1/3 compost mixture. Shrub Plantin . Not to Scale Flat Topped Moss Rock 'i-~'l.e Stacked Boulder Culvert End: Provide boulders to hide both culvert ends using stone type to match project boulders or stones used in close proximity to it. Use a large boulder to cap structure . Culverts: . / '-, Material and diameter to be provided by '-' , Civil Engineer. Extend length beyond '-, drive apron to create a broader flattened , area tor a greater sense ot entry. ;(><e '(" '-.,<.~ " ' . Culvert Detail Not To Scale 1000 UO:'><SI!.ID::::£ LOOP SVITE 3-D VAIL, CO B1657 970.476.9228 rkd~Wrkd<:~rch.com STAMP OF RECORC: ISSUE DAlE DR!! 07.01.02 ORB 07.05.02 07.11.02 ORB 07.1702 BLDG. FEAMrT OS.07.02 \ ' 'I . " ' :I , I ' :I .. , il " ' I :I ' ., il I i' ' ' J: '' I . ,, i I ·' ,i i . ' . ! ' ·' ' . ' ' . ,, ' I 'I ) I :I 'I I .I I . II ·' ·I .. ' :I < Ji .Ji ' ; . J . I ' - ., ., : ' ' ·, ' ' ' ~~i:f::r~"'-4FT. GONG. PAN HITH 2 INCH INVERT PROVIDE CONSTRUCTION FENCINIS AT LIMITED DISTURBANCE '---c-,-PROVIDE CLEAN OUT/GATCH BASIN AT MIDPOINT OF CMP. 0~'0 ' ~ ... t\'~'--<\ • MIIIJNE CIV Dlli:H ~~ ...... 4 FT. CONC.. PAN WITH 0.. t-.,.\,..'0 2 INC.H INVERT Vf'- 1 'SITEPLAN 1"=10'-G"' ' ' GRAPHIC SCALE M~~~':' ~j ( l!i I'EE'I ) 1 Inch -10 II. 6ENERAL NOTES I. 2. 3. ' 4. 5. 6. i. f>. "· ,10. DATI.M B.EIIATION +100'-C' c AcJliiAL B.EIIATIOII eeel>.5' FINISHED eRADES ARE TO BE 6' MIN. 6ELOifl TOP OP CONCRETE FOUNDATIONS, UNLE55 NOTED 011-IERHISE. AREAS OUTSIDE Of 1liE LIMIT Of DISlURBANCE ARE TO BE , F'ROTEGTED WITH CONSTRI.ICTION FENCINe buRiNG CONS1RUGTION. TOPoeAAF'HIC SURVEY PERI"ORMED 13'( PEAK LAND CONSULTANTS · ENeiNEERINe SERVICES. , ' SOILS lfNESTI5ATION AND REPORT PERFORMED 13'( HP SEOTECH, DATED APRIL 25, ~002 · COMPLY'HITH 1\LL REGli.IIREMENTS THEREIN.', COORDINA1C PERIMETER DRAIN WITH SOILS EN61NEER · -- F'ROTEGT mEE5 DESISNA TED AS 'EXISTING TO REMAIN' !>liTH CONSTRUCTION, FENCING '4 STRAW BALES DURING CONSTRUGTION. COORDINAlE WITH LANDSCAPE DRAHIN55 , , COORDINATE SNOYIMELT,AREAS WITH MECHANICAL CONTRACTOR USE SILT fajCINSI+IERE NECESSAR"f,TO CONTROL EROSION , , I " ' ' ' :. ' . 1000 I.!ON~I,"'O_C LOOP SVITE3-D VAIL:. CO 91657 " 970.476.9228 l"kd@~kd•m::h.cotn, " ' '" ~ ·-. ' ' ' \ \ . i ' ' ; j I I ! I I -I ' ' J ' ,, . ,, ' '' l ' ,, l ' l I I I I ' . ' ' ' ' I I I '' ' ' ' ' ' ' ' ' '" ' <.: ' 1 " ' ' ' '~ '.' I / I ~~~~~~~~1==~~ L-.,-INVERT 58' .... 4FT. CONC. PAN YjiTH 2 INCH INVERT PROVIDE CONSTRUCTION.FENCING AT LIMITED DISTURBANCE "--;-,---PROVIDE CLEAN OUT/CATCH BASIN AT MIDPOINT OF CMP. ~Q . ~0 ..._(\. ' ~\-.. , 4 Fr. coNe: PAN HITH <J.. ~\,..Q · 2 INCH INVERT • Vr- ' ,' GRAPHIC SCALE to o B 10 m ,...._ '~1~1-IIMJI' ( Ill FilET ) 1 lmh = 10 '!l ' ' ' ~1!-.3' .. -.. ' -·--0'~----+ ' ~ ....,---::-8357.1" --;- .~.· 6ENERAL NOTES I. DA'Il.M EU!IIATION +100'..0' • AC'IIJAI.. EU!IIATION eee6.5' :2. FINISHED 6RADE5 ARE TO BE 6" MIN. BELOI'! TOF OF CONCRETE FOUNDATIONS, LINLE$ NOTED OTilE!i!WISE . 3. AREAS OIJTSIDE OF THE LIMIT OF DI51\JR5ANCE ARE TO i3E PROTI:CTED HITH CON5m!JCTION FENCINe D!IRING GONSm!JCTION. 4. TOFOGRAPHIC. SURVEY PERFORMED 6Y PEAK LAND CONSULTANTS ENGINEER!Ne SERVICES. , 5. SOIL5 INVE511.SATION AND REPORT PERFORMED !3'1' HP oSEOTI:CH, DATED APRIL :25, :200:2 COMPLY HITH ALL REGIJIREMB'ITS THEREIN. f> COORDINATE PERIMETER DRAII'I i'!ITH SOIL5 ENGINEER ;.' PROTI:CT TREES DE516i'IATED AS 'EXISTII'IoS TO REMAIN' I'IITN · CON5m!JCTION FENCII'IoS 4 STRAI'I BALES DURING CONSm!JCTION. , !!>. COORDINATE HITH LANDSCAPE DRAH!NoSS '1. COORDINATE SNOI'IMELT AREAS HITH HEGHANIC.AL CONTRACTOR 10. , USE SILT FENCINe 1'1HE1<E NECESSARY TO CON'mOL EROSION 1 GRADING PlAN 111 =10'-o" ' ' ' ,' ' ' ' . , l ' I '' ' ' ' ' ' ' ' ' ' ' ' . . , I 1 ' ,, • ; I ' ' ' : ' -' 1 ' ' i ' ' ' ' ' ' ~ : ) ' I ' . ' '. . i ' ' ' '' ~ ' . ' ' 1 ' ' : , I ~ i : ' ; i 1 ' ' , I . I • i I : j ' ' ' . ' . ' . I ' ' ' ~ I , . I ' ' ' ' . ' . ' ' l ', ' " '! ' ! I ' '" I I / I / I / / / / / / / / "' / / / / / / / / / / / / / / / / / / / / / / / / / [] -------- - --- - L_ __ INVERT 5/Y ® GRAPHIC SCALE ( Ill FEI!1T ) 1 !Doh = 10 ft. A PATH LIGHTiNG • WALL MOUNTED · FIXTURE · • DRIVEWAY LIGHTING GENERAL NOTES I; DA'II)o1 ELevATION +100'-o' = Ac;TUI\1.. EU:IIATION eae5.5' 2. · f;INISHED SRADE5 ARE TO BE 6' Ml~ BEL;OW TOP OF CONCRETE ' s. ;4. ' 5. b. j, e.. q, 10, FOUNDA110NS, UNLESS NOTED OlliERI'!ISE. · ~.OUTSIDE OF THE LIMIT OF Dl5ltJRf!ANCE ARE TO BE PROTECTED WITH CON5'11<1J(;TION FENGIN6 IJURIN6 CON5'11<1J(;TION. TOF'OeRAPHIC. Sl.RYE'(.PERFORMED BY PEAK LAND CONSULTANTS EN61NEERIN6 SERVIC,E5. ·501L5 INvEs116ATION AND REPORT PERFORMED BY HP eEOTEC.H, DATED APRIL 25, 2002 COMPL. Y WITH ALL REGVIREMENT5 THERE!~ COORDINATE PERIMETER DRAIN ~-liTH 501L5 EN61NEER PROTECT TREES DE516NA TED A5 'EXI5TIN6 TO REMAIN' WITH CQN5'11<1J(;TION reNGINe 4. 5TRA!o'l BALES IJURIN6 GONS'Il<IJ(;TI~ COORDINATE t-IlTH LAND5c.APE DRAI:'IIN65 .. COORDINATE SNOWMELT~ WITH MEc.NANIC.AL GONTRAC.TOR USE SILT reNGINe WHERE NEVE55ARY TO CONTROL EROSION • .. 1. LIGHTING PL.4,N I"=JO'-o" ,. ' "• ' . ' ORB '-0717.02 eLoG l>t<:FW[t •• oao7.b2 -_-~ -·-'," \ '•, ' - ' -' \ ~" \ ' ' ' ' ' ' '' ' ' ' , I I ! I i , I J " I .I :J ,J i .I •' ' I ., ' ' ; ( " 'I, ' ,, I• f I ! , . I ! ~ ' ' ' ~ -~~~~~~-~~~ ~EXISTING FLOW LINE ~ 11111111111111111 ~ ~ PROPOSED FlOW liNE ' ' ' . / / I / / / / / / / / 72 I / / / / / I ~ !J / -~ -If 8368.7' I / / / / / / / / I I ' / / / / I / / / / / / / / / / I I ~:r / ! I t/ I 1 I / / / SEVIER IIANKOI£ Ill 30 / / / ~ ·-··· RIM El.E\1. • _.., , / MY -Ill IUV. • 113118;2' , 111V OUT IUV: -lllRID.1 ' ' 11""1-~---. ' . . . -' ®' . ' ' .. --- ~ ~ ~ ~ / -/ --/ EXISTING 'CONT91JR ~ / - / / / GRAPHIC SCALE " ., I I 1 -DRAINAGE PLAN 111 =10'-o .. ' - 2 ' ' 1000 UON:S!t!DGE lOOP SV!TE 3"-D ' VAIL;. CO 91657 970.476.9.2.29 tk4.:.'Ptkdah:h.c:om I I ' ~ ' , ~ I I -'1 i ' I ' . ' ~ ' ~ ' ~ ' ' ' '' -I I ' !, ' 'I I • I ,, ' ' ~~-'1 ,, !, ' ;, ~ I ,, j: ~ ~ ' ' ' . . ' ,. ,. . .:;_:-'---·· .-'-'lf"T ~------------------1 ----------··;..........;._ --............ -------------------------""'t'-- \ I / / / / / / / / / / / / // il/ / / / / ,/ / / / ,/ / / / / / / / / / / / ;/ / / / / / / / /II/ / / / / / / / / / / / / / I /II / I <:::!/ / I I / / / / / I / / I / / / / I / / ·/ / / I / I // I / ~f..._· / ' 72 /(, I j '• ·.· .. ®. --- '. [E] / / / --- -/ / ------ L---INVERT 5B' GRAPHIC SCALE ( Ill m:r ) 1 inch • 10 ft. -- 6ENERAL NOTES I. 2. 3. . 4. 5. PA'IIM EU:IIATION +100'-o' • ~11JAL EU:IIATIOH eee5S' ' . FINISHED eRADE5 ARE TO BE 6' MIN. BELOH TOP OF GONCRETE FOUNPATION5, UNl.ES5 NOTBJ'O'IHERHISE. . . AREA5 01/TSIDE OF TilE LIMIT OF DIS11JRE!ANGE ARE TO BE I'ROTE'C.TBJ io'UTH CON5TRI.ICTION FENCING DURING CON5TRI.ICT10it TOF06RAPHIIJ SliRVE\' PERFORMED. B'l' ~ LAND CON5U.. TANTS ENGINEERING SERVIIJES. . . SOILS INVEST16ATION AND REPORT PERFORMED BY HP SEOTECH, DATED AF'RIL 25, 2002 . COMPL 'I' HITH ALL REGIIJIREMENTS THEREIN. •. · · . 6 · COORDINATE PERIMETER DRAIN io'UTH SOILS fN<SINEER' · 1' -I'ROTE'C.T11'<l:ES DESieNATBJ AS 'EXISTING. TO REMAIN' HITH . ' CON5TRI.ICTION FENCING 4 STRAH BALES DURING CON5TRI.ICTION. · E>. COORDINATE WITH LANDSc;APE.DRAHINeS. · · · • . . q COORDINATE 5N01+1EL T AREA5 io'lllH MECNANIIJAL CONTRA(; TOR lei USE SILT FENCING l'o!HERE, NEc;ESSAR'I' TO CONTROL EROSION · 1 STAGING PLAN . 1" ... 101-o" , SVlTE3-D VAIL CO 81657 970.476.9228 ~k..::!&>~lc.:!O!ttdJ.tom · \ \ ·• ' I l '· ' ' j I ' ' . . I ', i ' . . i i . I I I ' ' i 'I , ,. 'I . ';/ ' . ' i . [ I ' ' '· ' ' ' '' 1 r 'i ' ' •' ' ' ' ' ., f I I @VI I~ I ! 1-'* I~ L B'-0' l >, LFLOORPLAN 4 12'-0" ... ·: • '1. ------ -I ' ' 8'·0" 5'-10~" 35'-5" /---l-'-MECHANICAL CHASE -;r::.v N'XJIIE. PROVIDE 1/ B' 6" .. ' 12'-o!" DIRECT VENT THROI.kSH ~OR I'IALL AT 5'-o" N'XJIIE FINISHED GRADE. . , . . .. 21'-11" 21'-B". ~- MEGHANI GAL IJHASE' AEIDVE'. PROVJDE DIRECT ~ 'Tl1ROUeH ~OR-~AT3'-0' AEIDVE' I I +81'-0" SLOPE TOP OF PLANTER IAALL I GONTIIVOUSLY PER T.O.wAL..l · HEieHTS NOTED. PROVIDE STONE VENEER ON 60TH SIDES OF I'IALL TO b' l'lELOW FINISHED <SRADE. 7 5<1'-!0~ ' '. . . ,.· .... 3'-6" 20'-0"· I. :2. 4. 5 . 6. 1. e. "· 10. II. 12. 16'-0" 24'-5" FOR DATUM E~:ON iNFORMATION, REFER TO SITE PLAN. · AU. DIMENSIO ARE TO FACE OF 2xb OR 2x4 STUV FRAMIN$ ED6E OF GONe UNLE5'5 NOTED 01"~-iER~'!~SE. TYPICAL ~lOR FNO. IAALL IS 5/e' GYP. 60. ON VAPOR 6ARRI$R ON 2x R!RRIN<SI o lb'O.C., W 2' RIGID INSULATION. ON GONCRETE FNO. IAALL PER STI<IJC1\JRAL. PROVIDE ~l!_ATT INSULATION IN AU.IAALLS ADJACENT TO FROOMS AND BATHROOMS •' .. ,, 5'-0" AU. E!EOROOM CLOSETS. SHELF TO BE PINE CLEATS. b'-!0" s .,. L ____ _j EDBEOF~ N'XJI/E, TTP. . i SVITE 3-0-P VAIL. CO S16S7 970.476.9228 fk4®tkq<ltc:h.com ' ' ' \ I ! I ! ' I l ' 'j ' ' ' ' 1 . I i I I ' j , I ' ' . I I . I - I. I I I LIVING ROOM )2011 HALL t:ili2l I \ 1 lf-i!I+"YI I lf-!fi-'-11 \ I li---!1'1-1~ I \ ! -\ I / / ' \ \ I ,ff'.'-l--11 I I I I ~ '/ \'L \ 12'-Cl" ' ,--,---~.- ' ' ' DINING ROOM ~ '' ' D C.LOSET I ~I ____ ::_j LINE OF ROOF ABOVE 1 MAIN LEVEL FLOOR PLAN 24'-5" IIB'-4" !TOfEN li£il c_), <; •0: " \ -: ' "' _ _j ,_ _, N -IN "' ' "' 4'-q~" . 9 N -I 113'-4" 15'-10" ,~~ ALleN H!NDOWS HITH H!NDOW AND DOOR BELOW. 3 i f-- 1 ]8'-0" 4'-5" 5'1'-10" I. 2. 4. 5. 6. '1. 17. 10. II. 12. LIVING ROOM l2tt>l 20'-0" 1 " -N 11'-2" 44'-:-0" I ' I I -' ' I 24'-5" --]-- ' r,-'--,t-~~~~t c.HASE. VENT FLUE FROM MECH. ROOM 2'--6' ABOVE eRADE. t [f) 95 '-~ ' ' ' ~: I ·i "I ' . -:1 ,. ,. ·, ' . ,, I ' ·l ' '• ' ·' -" ' . 'I I' ' ·' ii •I ,, • , I I , . I 'I .. I ' ; i _, '.I I 'I 'I ·" -l > '' ' I I t [ I I . I . . . -1, ___::/. . - .. . . I Cl ' "' I ~ -~ I I / / I [- I. 24'-5" l BS'-2 11 l! 5'-4" / ",, ___ )1/ / / Jew ow / / / / / / / ~ -- / / 1 I A / ' / / ' 't::-J!:~l==ffi 11'-3~" ~ I I /=~'"='"====='l \ I \ ), L ~ -) ---'--' / / llJ L UPPER LEVEL FLOOR PLAN 1/411 =1'-G 11 MASTER BEDROOM ~ 4 11'-1~ I _, 5. -r·-o~ . -K'I "' ' " I I I l CLOSET ~ I \' L-~--~ •s 7 20'-Q" eENERAL NOTES . I. FOR DAnJM ELEVATION INFORMATIO~ REFER TO SITE PLAN • 2. ALL DIMENSIONS ARE TO FACE OF 2 6 OR 2x4 STUD FRAMINS OR ED5E OF CONC-RETE UNLESS NOTED THERHISE. · B. DO NOT SCAlE DRAWIN<SS. CONTACT ARC-HITECT FOR ANY DIMENSIONS MISSIN6 OR ILLE61BLE. I 4. TT"PICAL EXTI:R.IOR WALL IS 5/t!>' ISYP. BD. ON VAFOR BARRIER ON 2x6 STUDS SFACED PER STRIIC11JRAL, W R-1'1 BATT. INSULATION. SHEATiliNIS PER STRUC11JRAL. E><TERI R FINISH VARIES. PROVIDE DOUBLE BOTTOM F;LATE 0 ALL WHICH BEISIN AT FLOOR LEVEL. 5. TT"PICAL INTERIOR WALL IS 5/£;" 'X' ISYP. BD. ON EACH SIDE OF 2x4 OR 2x6 STUDS SFACED PER TRUCTURAL. DOUBLE BOTTOM PLA TE5 CAN BE PROVIDED AT CO TOR'S OFTION. 6. TT"PICAL EXTI:R.IOR FND. WALL IS 51 GYF':BD. ON VAFOR BARRIER ON 2x A!RRINS o 16'0.C.. W 2' RIGI INSULATION. 10. II. ON CONCRETE FNO. WALL PER STRUC·lU<:AL . ALL STRUCTI.IF1A!.. WOOD WHICH IS IN·DIRECT CONTACT WITil CONC-RETE WALLS OR SLAfl ON eRADE ARE TO BE TREATED 1>5 REGLIIRED 61'" THE 13UILDlNG INSPECTOR. ;;,J~i6s.-f--~JA<:;aa W>U..5 ARE TI'PICAU:t' - FLOOR LEVELS. 12. SHELF 4 ROD TYPICAL " SVPPORTED 61'" C-oNT. lx4 ---j-- 1 !SlT.O.FINISH FLOOR/ +104'-8" / I ' t 3'-l~ll i'l h+-=:=-14=~"=1=--==~~-=~~---u5~ .. I u l ( j_ s·J_J I I I ' 'I ' I ' I • I I . ' . ' I I :1 I ·I I . ' I I ' • I . ' i . ! i I I I l T.O.PL T. +[01'-C! }4" ScOPE • Td:l 6.0.RIDGE +115'-1 r..· ~-_J. . ' . SLOPE 1d2 I II II II I I I T.q.PL T. +115'-0 Y4" .. B.O.RIDGE +111'-4" SLOPE -1:!2 I I II I I ' SNQY{FENCE LOCATION, rrP. RE.I>/A5.3-----' 'I' ,I I I ,, 11 II' i 'I] 11 II ' ,II ' Ill' • il•l 1: jl L 'I ' '' B.O.RIDGE +1:0!5'-6 )!,' I. I I I II II I I 15'-10" ~ I I ' T.O.PLT. c~fll'-!1 }4.'' ..J 11 I ,, . lj i SLOPE 1·12 II ~II 5' ~I + I i ~I ~ ~~~~~~~~==~==~~====~~ ~ I + j. ;.: ~ I 2 r1~~~~~~F-~~~-~~~ I -"---,. -=--~~~~~~~::::;;c,;r:':::::f:=:=-=-=-----'=-_j___t_~-'--'---+-::+- 5'-b" rrP. RE· . I I I IY-D" SLOP:': 1d2 7 ~ I I r- I I I i · .. ~:::~ELEVATION INFORMATION, I'--. TO ~ITE PLAN. . 2. ALL DIMENSIONS ARE TO FACE OF 2x6~x4 511JD FRAMINe OR EDGE OF CONCRETE UNLESS NOTED OTHERWISE. S. DO NOT SCALE DRAWIN65. CONTACT Abrull'ECT FOR ANY DIMENSIONS MI551Ne OR ILLEei61..E. · 'T"'"'' ' . 4. lYPic;AL EXTERIOR V{ALl IS S/&" GYP. • ON V N"OR BARRIER 6. 1. a. ~- 10. II • 12. ON 2x6 5lu:>5 SPACED FER 5'1Rll<:. , W R-Jq BATT. INSULATION. SHEA THINe FER S'IRU<::.~ EXTERI Fli'IISH VARIES. PROVIDE DOU6LE BOTTOM PLATE 0 Ali: l"l.ALLS lc.H BEGIN AT FLOOR LEVEL. lYPic;AL INTERIOR V{ALl 15 5/b' TYPE ' ' 6YP. 00. ON EACH SIDE OF :2x4 OR 2x6 Slu:>5 SPACED FER 5 ~-DOU6LE OOTTOM PLATES c;AN BE PROVIDED AT W TOR'S OPTION. TYPic;AL EXTERIOR FND. HAI.L 15 5/1!>' 'I'"P. BD. ON VAPciR 6ARRIER ON 2x RJRRINe Ill 16'0.C.., W 2' Rl61D ll'<:li.ILI'ITION. ON WNGRETE FND. l"lALL FER 5'1Rll<:."11JRAL. ALL 5'1Rll<:.lvRAL V{OQD »!IGH IS IN DIJ.,;T c;oNTACT WITH CONCRETE V{ALlS OR SLAB ON 6RADi: ARE TO BE TREATED AS REGIJIRED BY 1HE BIJILDI iNSPEc;TOR. SHELF 4 ROD lYPic;AL II ALL ~ c;LOSETS. 9UPPORTED BY WNT. lx4 PINE c;LEATSj SHELF roBE SLOPE 1d2 T.O.PLT. +113'··1! I II I I ro.PLT. +i01'-l0" ·r---'---------,'-.-,4;;#.;f-_,11 I •11&'-u 1 I II ~r ; : -T.O.PLT. +113'-8Jl," , -=--=--Jj SLOPE -1d2 :!:. '£ SLOPE -r.12 1 I I I --+- -, 11 I I I -· c ' ' z ,', . '· .. , i I . ' ! .I -1 i I I i j ! 1 ! ' ' ' I I ' ,, I I i I ,J , I I . ' . ' / ' { i ' ' [ f , . ' ' ' i I I ! STEEL GLAD ' ,, I ,I I II ,, I 1 '" '' ' II, ',, I ,' CORRUGATED KETAL ROOFING, TYP. ~~--.. l'liNDOH SYSTEM --"'-o-~-'-'l+V [i I' I I I I ' ' ,, I I ::I I i ,, ' ' ' ' I '' I ''I STONE BASE, TYP, I' 'fl , I' II ' li' 'l 'I, ',, 'I : I II , II ', ' ' ! :' ,, ,, I I i 'I j I 'I ' I I II I' II 'I" 'I'· I I ,,1 I ' ' j,IJ ,, '' ,, ,, ' II ' ' ' I 'I ' I' ' ,, ' ' "I' '' 'I ,, I : Ill 1,' ,r," I " ' : II' 'II I, I t 'I I 111 I ~ : ' ljl I 'I I I ·I I 'I 'I I, 'I '' I ''""I'll ' ' ,: 1, ,,', ,1'' Ji: Ill I' i . ' I ' ' ' I ,f', II I ' I ,1 i' ' I ,'II I 'jl J' ,, ' ' •' ''I '' ,' i ' 1 ,, ,. II , r I '1 =~t-'---BARN BOARD SIDING, TYP. 'I ',, . !I ! ,, I, I ,, 11,1: I' ' " ,II I I I, " ,, I 'I' I ' I' I 'I' '1 1 11 I 'II' c' I I I I EAST ELEVATION 1/4 11 =1'...0" ' ,II i 1•11. 1,· I ,I ''I' ' I• I I I I : II' II ' I I I I i 't' I I I, 'd II ' ,, '' , I' ,. I, ji' II' I I I ' ' ' I I. 'I " '' ',, ,, I' " ' I ' ,,, ljj I I' II ' ,, $T.O.RID6E I' j[ ':1, , I 'rl' ill 2 SOUTH ELEVATION ·I' ' '' 11 I I 11 1 i I i I j 1 1: I I ' ' I ~~~ I ' ' GORRUGA TED METAL ROOFING, TYP Ur--STEEL GLAD HINDOI'l SYSTEM ' I' ' ' ,, '" , I I 1[, I ' ' ' 'I ,. ' ',. '' II CORRUGATED METAL ROOFIN6, TYP. --~ ti ,, ' ' ' ,, 1,1 1 1 I I i I I t! I I' I !r' : . " II: " 'I I', r,' ·: 1 ,, ' ,, I ' '' ' I' I ,, ,, ' ' I ' ,, 11 I' I j[ II' "' ' I' ' ' ' ' I I '., ' 'I I I, I $ T .O.FINISH FLOOR +8:9'-4. .,_T.O.RID6E .., t!0&'-5 1/2" I. FOR DAlUM El-EVATION INFORMATION, REFER TO SITE FLAN. 2. ,A.LL FI.;OOR LEVELS ARE TO TOP OF FINISHED FLOOR SURFACE uNLEss NoTED OTNERHISE. 5. ARCHITECT FOR ANY 4. 5. 6. "· FINISHED ,, ' I ' i' , 'I' , : ' " ,, 1 I " I' 'I ' i· r i, , , : • :. 1 ,,1" ,,, I l I 11 II I' 1:' il,;! '; I i r, ' ., II ' I ' ~ I ,, I ,•' ' I I , 1 • 1 I II ' ; :'1 ,, ' ,. ,. BARN BO.ARD SIDING, TYP.-'--, 12 ·r- GORRU6A TED HET AL ROOFING, TYP. +{00'-D" 1 ., ' I ,, '' ,, ' / 1/4"=1'-Q" ' '' T .O.RIDGE"' -:;_121'-4 S/fl' I' I' I ' . ,, ' I 'ri r,. ',:, ' : I! ,===-=-~ -=,---.====~· ------------ /--~--~------~-~-------------·----'~---------!!~--·-------- l"---~---~-----------~-- GORRU6ATED METAL ROOFING, TYP. -~--,-------"< ./ --------c --·· ·--·--------------I . . . I ,, ,I ' ' ,, " ,, ,, I ,?-'-,---.BOARD AND BA TI SIDIN6, TTF . I. !=OR DATUM ELEVATION INFORHA110N, REFER TO SITE PLAN, 2. ALL FLOOR LEVEL5 ARE TO TOP OF FINISHED FLOOR SURFACE UNLESS NOTED Ol1-IERHI5E. 5. 4. s. 6.' 3. DO NOT SGALE DRAHINSS. GONTAGT ARCHITECT FOR ANY DIMENSIONS MISSIN6 OR ILLE61EILE. FINISHED 6RADE5 ARE TO BE 6' MIN. BE!..Oii TOP OF GONGRE'TE FOUNDATIONS, I!Nl.ESS NOTED Ol1-IERHISE. COORDINATE FERIMETER DRAIN WITH SOILS EN61NEER eEARJNG POINT REFERS TO INTER.5EcTION I3ElWEEN e.d, RAFTER AND CENTER LINE OF HALL FRAMING-THESE DO NOT REFER TO PLATE HEI6f!T5 PLATE HEIGHTS ARE DETERMINED FROM DETAILS AND GONSTRJJGTION.rr'PE.' ,_,,_._-, •. 0 " . I . :~ :: "' " ., I , ' ', ',L li ;i, :1 ... • • !: lr, ·', ,, : . 'I,: I . fl I' ill II I) 11 J :. II· . ' ' . I· !! I : i ~ ; .. i i• I I' j ·i if • " !: I" ' >I ,, ' .: 11 " ',' li 'I ,. ' ' . ' 'i j ''I' I Lj i: 1, 'I i ·: II j ," l ' : [: '' ,111j, 111 ' ,, .• •II "II: j: ,. ., 1: I jl II: .. ., il 'II' I' ' d ,: .. , . :i I: I, 1 ,, ,, I' ': " . ,I A' )I ., ., !· ' '' I •i ''I: ' I '' ;1ti it ' •I! ti 11: ' '· '. I " ll '. '. II 1)i I Ill I I :. •I 1 I' , .. ' .: jl 'i i ' t I' E I, 1: ., I I ,I ' 'I i I' ' . !, I i)t' 1 ,, 't: •I • " ·I ·' .. ,, ! :1'! i. ' ' 'I I ,, IJ I 'li I,· I I' I• ']I ' I : !, '!• I I 1,1 t -·--· I' ;, I !' .. l . ... . I • I . I ' • • I l / - IXIO Tte SOFFIT, TY'P. I l -/ / " ) / -~ :: SLOPING ewB CEILING, TY'P. LIVINe ROOM j;>olj SLOPING eYe GElLING, TY'P. 0\/ERFRAME 1"HI5 AREA. REoSTRIJC,T. -,-------. 2 BUILDING SECTION 1/4"=1'-<'" ---$T,O.RIDGE +!20'--5" I. SLOPING6V<B CEILING, TY'P. MASTER 6ATH ~ / / '\.. ---- - J H--~ J ---~ I I / I ) '-~ . 10.2 51M !====~r========r~-Rf:,A<;.2 FOR FIRE DININe ROOM l>n I ENTRY [@] 1 1/4"=1 1 ~~ HALL DEJ -·." l I l -~@ l ' :' ., • ·' '. I ·I '·1 I ' 1 I .. '. I' • ·~ J . . ' ., . '' ' J ' I , I : 1 i . . . . . . . ' . ' ' --' . ' . . ' ~======::::;v::::::: .. ;:::::/::;:s::::;;J--l ___ __. / / ·~ GONT. 5EALANT 11 TRIM ELEVATION SII:::::JI.;.olll FLOOR FINISH SEE FLAN5 GONGRI:Il': SLAB, RE6TRJJCT RADIANT 11.1611'16 LOGA TED IN SLAB 2' 4 BAGKER. ROD DOOR THRESHOLD WI HHEA 11-lERSTRIP 4 ASTRAGAL SEALANT W BAGKERR.OD 1 0 TYP. STEP AT EXTERIOR DOOR !-t/2·~p-o• . <J. "· ; 4 9 THRESHOLD AT SUN ROOM/KITCHEN: • .· __ .5:---c---"-'-0----::--MTL' GLAD WINDOW .. :_;_:--;..,---;--=-:-:~~· ·.CONT. SEALANT WBAGKER ROD FRAMIN6 PER 51RIJ(;T. FILL ALL GM'S BETWEEN WINDOH. AND ROI!5H fRAMINe H/FOAM INSULATION . ~ . . . 5/4' INT. TRIM STAIN, TYl". ••. · ~------2x2.51LL BELO~ WRADIUSED GORNERS 4 OVERHAN65 8 TYP. JAMB AT WINDOW WALL ;,~=1'-o" 511JD FRAMIN5 WRJLL I 4 EXT. ' TYl". ~T·Y·P-.HaEaAaDaE•R•A•T•S•T•O•N-E._.__._._.._. 7- IJ:;:.::::::.,--'-l'lA 1'ER.FROOF MEMBRANE ON ALL SIDES OF W!NDOK OVERLAP NAILIN5 FLANSE. 5EALANT T"-i...S;Jf>' TYPE 'X' GYP. 6D ""i---+---: FILL ALL GAPS BETWEEN WINDOH AND ROUeH FRAMIN6 HIFOAM INSULATION t---5/4 NOM. SILL BELOH WRADIUSED GORNER5 4 OVERHAN65 ""1--"-MTL. CLAD HIND~ 6 TYP. JAMB AT STONE 3"=1'-o~ 2X2 SILL WEA5ED EDGES ' .. 5 TYP. SILL AT STONE "· ' ·'6-=1'-o" CoNT. l'lA ii:RPROOI' MEMBRANE ON ALL SIDES OF DOOR a HINDOK: OVERLAP NAILIN5 FLANSE 4 INTERMEDIATE HEADER AT WINDOW WALL 3·=J'-o• 3 I" 3'· I 1/2' . h!.lii·---FILL'ALL GM'S BETWEEN WINDOH AND ROUeH FRAMING W FOAM INSULATION 11'11--13/4" INTERIOR TRIM, STAIN, TYl".' Nr1H---+'7·-+-k-MTL. GLAD WINDOW .. 3":::::1'-o• GONT. SEALANT t 6AGKER ROD 2x R..S. CEDAR '!RIM, SIZE PER aEYATION I'<Aii:RPROO!' MEMBRANE ON ALi SIDES OF HINDOK OVERLAP NAILIN5 FLANSE 2X2 SILL WEA5ED EDGES 2 TYP. JAMB ATWOOD ;3"=!~-o" I . . . h;~!cc 2X2,SILL WEA5ED EDGES l'-~3t4"X1-It4' INT. TRIMSTAI~ NP. ONE"PASS MILLED PROFILE . ?1~t.2FROM MILLS STANDARDS . 2x·R.S CEDAR; SIZE FER aEYATION SLOPE TOP FOR' P05111VE DRAINAGE. ' ~/1-.:...,-5/bij T'T"PE '~' eYP. BD.,'TT'P. Z::'lftrc--,.'siDING PER. wATION . . . IIF>-<:=--'-"C ·' 1. TYP. SILL AT WOOD 3·=1·-o· ·VAlL, CO S1657 970,476.9.2:2$ _ rk4®rk<:\on,-h -<.om , •. . . . . • i I ' i ' ! . ·i I I i 1 ·1 hi i I . ! i . . ' ' 1 ., ' I ' . , I ! ·' ~: • ·, • . ' I . I '• " ., __.--5/8' TYPE 'X <SYP. BOARD ON l> MIL. POLY. VAPOR BARRIER R-1'1 BATT INSULATION SHEA THINe PER ST1'!!!C 1lJRAL l.------=1----2Xb o If>" O.C. BUILDINe PAPER BOARD 4 BATTEN SIDINe IXI2 RS CEDAR BOARDS-' · 1><.2 RS CEDAR BATTENS PLAN VIEH TYP. BOARD AND BATTEN SIDING TY'P. EXT. W.LL ----"-ill!:?< SASE PER .. SI'EC.-'---ljiJ':S~ ·.·_. i-FLAT SOFFIT J•=P.:.o•, R!Jl'lBLE STONE C.AP ----~-""-~---, S/1}"' l"YP. 1X 1 G"'fP. BD. ON 6 MIL. POLY -~-.:c.· VAPOR eARRIER ;L,~""'\ FLASHIN<S 4 SEALANT W __;.__.;--:- BAGKERROD R-Jq BATT -"'-'-'- INSULATION SHEA THINe PER STRUGllJRAL BUIWINe PAPER HAIERPROOFINe PER SPEGS STONE VENEER -:~~~~~:A~~~~~~[_ WHALL TIES 4 f-IEEP HOLES AS REG'D. 6 TYP. T.O. STONE VENEER HATERPROOF MEMBRANE ~-~RAP OVER TOP OP HALL AND 12' DOV<N SIDES STONE VENEER ~ f-IEEP HOLES AS NEEDED <JONc.. OR CM!J HALL - RE• STRUGllJRAL SLAB ELEVATION VARIES-SEE PLANS <!· " ·<I " '" <I • <!. Ll £>" <I WMPOSITJ: DRAINASE BOARD ----7:]~~%~~~~ Y-1!1tl FILTER FABRIC ON DAMP- PROOFINe ON CONCRETE FOUNDATION PER ST1'!!!Cl1JRAL . SRAVEL PER CIVIL DOaJMENTS 4' DIA PERFORATED FVC. PIPE, SLOPE PER CIVIL ENGINEERINe DOaJMENTS <I ' ' •• .;:j, <1 "STONE VENEER W TIES 16 NEEDED ON BUILDINe ~-~RAP ON SHEA THINe PER STRUGT •. ~---._, ANGHORBOL SEE STRUGT. 2Xhl'REAw SILL PLATE EXPOSED <JONVRE'TE FOUNDATioN HALL -:~E~~~~ FOUNDATION-- PER STRUGT. REGIJD. FI.IRRINe ___ __...., <JOMFOSITE DRAINASE BOARD WFIL TER FABRIC ON DAMPPROOFINe ON FOUNDATION I <JONCRETE 5LAB (5EAL) 3 EXT. SIDINe PER ELEVATION ON BUILDINe PAPER R-1'1 BATT INSULATION 5/8' 5YP. BD. ON VAPOR BARRIER ANCHOR BOLT SEE ST1'!!!CT. 2Xl> TREATED SILL PLATE BLOGKINe I3!':TW:EN FLOOR JOIST 16 REG. FIJRRING WRIOOID INSUL. ------ H/5/f>' TYPE 'X' <SYP. 60. <JOMFOSITE DRAINASE BD WFILTER FABRIC ON DAMPPROOFINe ON FOUNDATION FOUNDATION-. ...,----'" PER ST1'!!!CT. 5/8' 2 TYP. EXT; WALL STONE VENEER W TIES AS NEEDED ON BUILDINe ~-~RAP ON SHEATHINe PER ST1'!!!CT. R-19" 5ATT ll"eiUl...ATION ANCHOR BOLT SEE STRUGT. 2Xl> TREATED SILL PLATE J-1/211-=l':-01 -~ I> c::: GRADE TIO VAlL CO 816S7 970.476 9:U6 •·k\'l@t).:Q;;,rc-h.com , \- I I I 1 l 1 • I ·I i ' i I . I i . ! I .I .I ' .I I . , •. R-lq BATT INSULATION '!>It!>' 6TP. BD ON VAPOR BARRIER GJ;;>.ID · · TYPICAL ROOF TYPICAL FASCIA CONT. DRIP FLASHING. LAP I'IP ~OVER DRIP '---'-~FLASHING o EAVE. '-'-.,-,-~_.:_-2XIO CEDAR FASCIA '-'--"-.,-,~-REG\JIRED 6LOCKIN5 ""--"---,..--'--2Xf> C.EDAA FASCIA FROVJDE VENTILATION HOLES Willi '-.,-,-+-'-'-c-,-'I::.:NSEC=:.:E:.:T..c5CREEN==fijiiNCI50FFIT ~ -H ROOF RAFTER. 4 TYPICAL RAKE r-c-~~ METAL ROOFINe RIDISE"CAP r'-'-'-"-C 2)0 Cl 2'-D' ,01:)" CONTINI!Oll!;.INSECT " . · G. SCREEN AT FACE OF :2)0 . \ r CONT. COPPER ~pjp ~lNe. · • LAP Vi"~ OVER DRIP . FLASHINe 0 EAVE . .--'"'~NAtLINe SURFACE FER STRI.IC1'1JRAL TYPiCAL ROOF ,-__,~-CORR!JeATBJ METAL ROOFINe 1-iATERFROOF ~ r---BLOV>IN IN51JLA TION IN -JOIST CAVITY ~.O.RIDGE RE.ROOF PLAN --ROOF .JOIST, REoSTRI.ICT. 3 TYPICAL RIDGE . TYPICAL ROOF 1-1/2' SPACER " 12' O.C. (tlo1tl DIRECTIONS)·~~-----·------~·· · 2x ROOF .JOIST. REoSTRUCT. .· . · ~ W BLOHN IN51JLATION • ....::..~----'- COPPER SUPPORT TIES 0 42>' OCC • .,-,-""- COPPER euTTER-sLOPE TO DRAIN •-'-'.,-.,. TYPICAL FASCIA CONT. DRIP FLASHING. LAP J.<-lP ~OVER DRIP FLASHING o EAVE.-~--./ 2XIO CEDAR FASCIA-'---,--../ REG\JIRED BLOCKING--~-'-'-./ .. 2Xe> CEDAR FASCIA.--'---.'-:-..,..-'-1 PROVIDE VENTILATION HOLES WITH _) INSECET SCREEN IN 50FF,IT:...::!3ETWEEN=..==.:..+-,---'-• EACH ROOF RAFTER:---· - lxiO T46 SOFFIT BOARD ---'--'-1---'·-----...1 2'·0'\!,N.O. ON PLANs 5/1!>'- 2x ROOF JOIST. REo STRUC1'1JRAL · W BL0!1N IN51JLATION -TYPIGAL 2xf> EXTERIOR >-~ALL 2 TYPICAL EAVE WITH GUTTER TYPICAL ROOF 2x ROOF .JOIST. RE5TRUCT. W BLOHN INSULATION --'----------, CORRUGATED METAL ROOFING ON HATERPROOF MEMBRANE ------,..--, 5/b" OSB SHEATHING.,---,---,----.. 1-l/2" SPACER @ 12" O.G. (tlo1tl DIRECTIONS)_:_::..;__,..;_;:.,_ ___ -.._: PROVIDE VENTILATION HOLES IN OSB BETHEEN ROOF RAFTERS TYPICAL FASCIA CONT. DRIP FLASHING. ·LAP WP MEMBRANE OVER DRIP FLASHING@ EAVE.~-....,...,...-" 2XIO CEDAR FASGIA-'--'--'-..-'-' REQUIRED BLOCKIN& --'---,--..7. 2Xb CEDAR FASGIA-'---'--..,--'1 . C>RID 1 TYPICAL EAVE 2x ROOf' JOIST. RE, STRJJC1\JRAL W BLOH"l INSUL./\TIOI T.O.PLATE RE. ROOf' PLAN '--2x BLOCKING 5/1;" GWB '' ' 970A-76.9228 ~b:l_;r,<J~k<-t'lw::l-i com . ' ' • . " ' I ,l j I ',.' FLOOR JOIST PER STR!lc.11!RAL R-1'1 flLOHN INSULATION RADIANT FLOOR SYS'ICM IXKIGKER~ WITH CLADDING FLASHING A5 REGUIRED TYPICAL 2x6 EXTERIOR PRAMED HALL. 6 • • • STE'EL <;ABLE <JJ 4"0.G. MAX. CRIMP AT EACH END. .V..'x2' STE'EL HANDRAIL POST 1'11'11-1 STEEL CAP FOR STABILITY. PRIME AND PAINT TO MATGH HINDOH GLADDING. I' STE'EL 6RATE HITH l"xl" SGUARE PATTERN. STEEL JOIST PER S"l1'<UG11!RAL 3~"x<J~":<J>" STEEL PLATE l-IELDED TO STEEL RIM JOIST. GENTER PLATE ON RIM JOIST AT REGUIRED LOGA TIOINS. RIM JOIST PER STRUC11!RAL TYPICAL DECK SECTION l-1/2"=1'-o• :;_.r---,.-'----",----,..,-3/4' GI-'-IB, TYP. ;-:.-~--,-.,-,--'--':2x EII..OGKING A5 REauJRED. ---'------lx LEDI9ER, STAIN /'""-~---'-'--~3/4' PLYWOOD OR ..{..lk-.-4'f:;:-;;z.~==::::;:::>k;= EGUAL. ---"~lx LEDISER ElEYOND ......_-+--'1-~3/4' PLY HOOD SUPPORT 0 45cle<.J. HALL, RE,PLAN 2 5 TYPICAL ROD AND SHELF ·.1-1/2'=1•.;.olll <' 4 3 2 1 HEAT TOP OF STR!lc.11!RAL SUBFLOOR· (PLYWOOD OR GONe. SLAB) TYPICAL FLAGSTONE FLOORING INFLOOR RADIANT HEAT TILE· I \ I . .· . \ §) <'I . io ''.·a#~ " • • ' ' .:,s •, < ·:·' .. • ' .. • ' ' ... ., • '" .. 4' . TOP OF 5TR!lc.11!RAL 5UBFLOOR II'L YHOOD OR GONG. SLAB) TYPICAL CERMIC TILE i'l/4' PLYWOOD TOP OF STRUC11!RAL SUBFLOOR Cl"L YWOOD OR GONG. 5LA6) ~"'---./ TYPICAL WOOD FLOORING TOP OF \ ·'"' [>! •, ol.''t \ \ \ . ' : ' 0 > ' . iq SVITE5-P VAIL CO 81<'·57 970.476.9.228 okd@rkd~rch.cam ...JZ ·~g .-~::!!: N' Q ~...J Oc( om ...J' It) a:I"(.Q' _(t) O'IN 1- 0 . ...J ' ' ... I -; ' ' ' . ' J I 1 . I I i I I •J --~ I -~, 2" dla. l'!OOD HANDRAIL, TYP. ---------GWFJ -PAINT, T"r'P, 3 TYPICAL REQUIRED HANDRAIL 1/2 11 =1'-o" 2' DIA. 51EEJ.. HANDRAIL HITH 2" SlEEJ.. HANDRAIL POSTS RE· IIAS.4 FOR HANPRAIL -----!~+---:._1 . 9 If> • "' ·' «> 1 VIRAP TR.EAD NOSII<e ARO'JND EXPOSED SIDE OF STAIR DRTHALL, PAlmED TYP. 1/&' DIA. 51EEJ.. CABLE o 4'0.C. MA)(. DIA. 51EEJ..HANDRAIL SIDE VIEH 2 TYPICAl STAIR ELEVATION/SECTION 3' -, ' / ll" ll" A / / / / l/2"=1'-o11 OF'EN -r:P~H / / / ' 4'-10' 8" ll" -..; \ " ., \ --..... ) ~! (\ \ A ' ' \ I B'-b" I I I -+ I I I I I I I I I I L 1000 UONSP,.tDGE SVlTE 3-D VAlLCOB16~ 970,476.9228 ~kd®~k4;;n:h . ..:om :'' ·. ' " I ' I I i . ! i ! 1 ' ! .. ' ' j '! ;, •• . ' ' II II ,, ., :j ., .i ' il '' ' , 'I : I • ., ,, ' I I :1 .. '. 'i I : I • ! -·-.-' "'--· ' ;, - ,• - ' ?' INT. SWINe I 2'-t~' 'l SLIDINe - • HINeE SIDE OF DOORS PER PLANS • PROVIDE LOCKSET· AT ALL EXTERIOR DOORS, BATH ROOM AND BED ROOM DOO!:<S, AND_ . ANY OTHER DOORS REGlUESTED BY OHNER. . . " -. --------, -. . . 6 [ FIXED . . 2'..0" · .. 2>'-o" 4 <l/16;, 4/A!':i.l 8/M.I 8/M.ISIM O'c5 1/2" TEMf'ERED I .· -·~ SWINe/FIXED ·.·.I i'-0" _J_ 5'-G" I 4 <1/lb" :3/A!':i.l i . 2/A!;i.l _}!M.I ·. i 3'-G" ! •· ---'-j I b . ! 5WIN6 . I 2'-G" I .. 5'-o' 4 "1/16" : " 5~ 6/M.i I .. 1/M.I . 3'-o' I . "' FIXED .. i'" 3'-G" ! _8'-o" ...•. 4 <!/!&". j·· 4t~-8/As.l_ \8/As.ISIM I <:;P,.o 1/2" TEMPERED __ -' -~~ 10 . FIXED . 2'-b" T B'-o" I 4 "1/16' I 3/M.I I 2/M.I I 1/A!':i.l !" 10'-0" . -. -' ---+-r·----c~-t-7-::-c-,.- ·11 sWINe · .· i · 3'-o" 1 . :;'-o" ··I 4 <Ill&" I B/M.I .. ' 2/M.I · JtA5.1 · B'-o" 1 I 1.:2 51-'•UNe/FIXED .· , · 5'-o" 5'-o" 4 "1/lb" B/M.I 2/As.l IIA5.1 ! 5'-G" · · .. IB .FIXED . ·. · · · 1'-4" e·-o· ·.· 4 <l/1&" 4/M.t i ·• 8/tf_.l NIA. • .· O'-? 1/2" TEMPERED · . ·.. _1_4 AWNIN6 ,.·. 4'::3' 2'-0" 4 '!!It>'. 4/M.I I 8/A5.1. , N/A o:c5 J/2" TEMPERED ' ·. . .1;; 1 pi XED · .. · , • · 4'-::3' 4'-o" .. 4<1/16" 4/M.I 8/A!':>J 8/A!':i.JSIM I s·-o~ . ! .·. · .. · .·. ' 16 ·. FIXED · 2'-G" VARIES 4 'l/lb" I .··· 4/M.I 8/M.I 8/M.ISIM o'-5 1/2" TEMP,ERED ~..,_-.1:_:1_· .+ ··.·_:_F_:_-I:_.:XE':::_D::_'~-·. __ f--:_"_'-o:_'_' +~V_AR_IES-,-f--4_'1_1_16_"+::-4 'I_M_,-J-j-_1-:-f>_IC:M~.I-· j-~...._I __ AS __ ::-.. i,s71M+::o-:•~---5::::1/2::-" TTE.--Mf'ERED~'--.---jl • • 1.-::> 51"11Ne> _ .· ::.·-u· . ~·-o· 4 '</!!>" =>fA5.1 · .2/A5.1 1/A5.1 ::.·-u·, 'C' • ; 1'1< FIXED 5'·4" 2'-o' 4 '1/16" 3/M.I 2/MJ . 1/AS.I IO'-o" I 20 5WIN6 .. · 3'-o" 5'-6' 4 '1/16" 4/M.I 8/A!':i.l 8/M.IS.IM 3'-G" 21 FIXED . 4'-3" 5'-6' . 4.'1/1&" 4/M.I b/M.I,.. f>/A5.151M .. · B'-G" ••• 22 SWINe .. ---1 I 3'-G" 6'-o" 4 '1/1€>~~/M.I I.!!._M.I I·D/M.ISIM B'-G" ·I· . ------'---+1-·--;, -~--I ., I •e u~ 1 1 --::1 •Ac 1 ~· O' ' SWING/FIXED '.I b'-G~ 5'-G" 1 4 '1/16 I ~--2u-v. +-try.. , "'· .•. 1 ·----f-~-2-4--1-!:-IXE--D---·---C~-2'--G"t' 2'-b." I 4 <!/If>" I ·. 4/M.I I f!>/M.I 1:>/A!':i.ISIM I 8'-5 1/2" I .. • .-J b-2-5-+_-F;_IXE--D-------+1 i -5-'-4-" .. 2'-6" I 4 <!/If>" I 4~ 8/M.I I 8/A!':i.ISIM 1)'-5 1/2" I . 2B f-2-6--+1--F-I.XE-;;·-----·--·+1----,.-4-.. ~;~r--;~-~~M.I 1· f>/~-;-r8/M.ISIM 8'-5 1/2" r-C_-__--i .. r--·--'-~-'-"--'-~----'-----+-1 ~--+I --: .. l--i . · 21 FIXED 1'-4" 1 1'-4' I 4 <!/16" ! 4/M.I I 8/M.I 8/M.ISIM RE•PL.AN 28 FIXED . 2<!. ,FIXED . ,.· · .. · 1 3(J · FIXED . . _.· .·. ,_ .Bl ·· ... 32 FIXED . FIXED 5'-4" I '-4u VARIES VARIES VARIES VARIES i 2'-0'. 4 <!lib" 4 'Ill€>" 4 <1/16" 4/M.I 8/M.I ' .. 4/M.I, I . B/A!':i.\ ... ' . 4/M.I , F>/M.I 4/A5.1 8/A!':i.l 8/M.ISIM RE•PLAN 8/M.I5JM REoPLAN .. · F>/M.I51M I f>',-5 11.2" , . 8/M.ISIM RE·PLAN 4 <!/16'!. 4/M.I 8/M.I 8/M.ISIM 1)'-5 1/2" -. 4 <!/16" 4/M.I 8/A!':i.l l N/A .. 0'-5 1/2" TEMPERED -! '' . I 63 34 . . FIXED FIXED . d-5 1/2" TEMPERED ' ·· ,. .. 4 'l/16". I . 4/M.I I 8/M.I .N/A .· ' . . o HINeE SIDE OF CASEMENT WINDOWS PER ELEVATIONS · o ALL TRAPEZOIDAL 1-'!INDOW SIZES TO BE VERIFIED IN FIELD .· 101 1 VANI~_ROOM __ _1"_ s re s ev;s ~+~=~~----~-~-e~·---+--______ .. ····I 108 BATH ROOM T 5 m ·1 5 SWB vr-~ 1 . I ---. eHB . 1 . . . . IO'l ' CLOSET . ' CPT ! . -__ , ---l SH3 I DT-l_ i I --" -. . .. -I I ' -· I I ! . --... ; ·• . •. l''o t;;;my __ eel ffi Lr+---~ =•i ~c. -t .-. .. . . !111 j eARAeE c s ---e;.e oT-1 · J--1· . ev;s 1 .· .. 1 . .----f-, ~--r I ____ :_._:_ c. 5 I Ha-ll . eHB I DT-1 ;-i. swe . . I 112 MUD ROOM 113 CLOSET .• ·.•• s. WB-1 DT·II• .. ' -~ , . .·.· . . . . ·. 114 ·, 115 HALL·,.· .. · CPT -WB-1 ·-.~ ... Wl'-1 GH3 .· .. I .. . BED ROOM. c.PT -~I . -. . . . . . . . . . 116. VANITY ROOM . r · 5 re s. eHB ·. _... -·. . . . . i . . . i . . .·· . 111 BATH ROOM T .-c . ewe .. ..... . . ·. 118 CLOSET DT-1 -- ll'l FAMILY ROOM CPT ---1--e 6H3 DT-1 ---' . I ews . .·~--+-~----~----+-+'--4-~--~~~-+--+-~~~--r--T-~-~---------~ I '· .. . . . I . .· . . ' , . . . .· I .· ·• . . 202 HALL . . ----I i I . ·. 20B DININ6 ROOM ~ J.o~D wa . · ewe 1 or-1 1 _ ·. wr-1 . el-l!ll , r;'041· KITCHEN -------J.o1D ve ewa i ! DT-1 -1------+i --\1-e-~ ~-----'--'--·---! 12o51_ PANT~~---+ WD I . V<B GHB I I D~~l ---i GYe I ! .. I 206 r HALL I GPT ' ---1--e I ~I . I PT-1 ~-' e~ ! . r-----t------t---~-~ :----J---f---.-F . ----r----. 201 POWER .. ~~-___ . l·e!<e I I m~:J__j_ ·· ·· ---1-ewe-+-c---~ ---------· 20£} BEDROOM CPT I -I J.oiB I GWB I 'DT-11 Wf-1. 6HB . , .. ~~l-=~~~~_ce-+:..._+-~--+--+--~'--~-·~·1_~~---~--l~-r------·~---l eYe -DT-1 ---eHB -... · -_1· C.LOSET . c.PT - 210 VANITYROOM T 5 TB s ev;s DT-Ij... --· <S¥e . I· . ·.··· · .. · .. .·· 211 BATH ROOM T s m .s ev;s '. DT-1 · -ewe. .. · ... ·.· .. " 212 BEDROOM CPT ---HB GH3 PT-1 ·. HT-1 ·. ev;B ~2~13~~C.~L=O~S-E-.. T--~--.. ~CPT~~--~~-H3-f--+GH3--+-,~DT---If,--j--__ ~_i,~~ .. e-H3~----r~_---.~ ... ~ .. -.. l.· .· .·.· 214 BATH ROOM T 5 s ev;s DT -I "--. I E;Y>IB • 215 . TOILET ROOM . . T 5 m s ewe I DT-1 . -.,.-·. ai>IB 1----j-.--~--c----· ----1~~-------+-+---+---!---'-!~+· --~-!-'--+-~~-~---------~ LIVIN6 ROOM HD i 1 HB ev;s DT-1 'I Nr-1 · ev;s . 216 . w j -+-wa-f----t' ~-~·--+-DT-'·-11 --'+, _.wr_--11 --1-ewe-'--\l_c_-+--___ ··--'-···--_---l ·i I I ~-~ I i'-~1 .· ~,:.... . HD I He I --}=--=i--~DT~··_'-i--,7~~·-i---t=~·-l~--t--'----------l 211 DININe ROOM . 218 KITCHEN I I ·-1 · i I · 21<! SIJNROOM • F5 s 1 wa 1 eHS , m-1 1 ---ewe. 1 ·. ___ .._ _ _.._ . .,.-'-!· ~~~~-------I f--r--·+~~~--~--+--+--r~~~-~~ .·. 220 ' MASTER BEDROOM c;PT ! --.IHB .I eHB DT-1 wr~_--+GWB-+----+--·--".-·---l 221 MASTER BATH T i s j m s • ~ -----------·-· i 222 TOILET ROO!vl T ~ s 1 m ! 5 GH3 223 i CLOSET GPT I ---1»16 ~ 224 CLOSET . ·· eHE> ·.· 1'16. I 225 POWER .'• I .·· . . . DT-1 DT-11 PT-1 !7T.-1 17T-I m-1 .. ----+----+---+-------- ·--.• .. . . .. • . . . . . .. . . ... · .,.-I=·= ~ .. · . . .. . • .• • ! • .. . .· . . ... ·. • .•.. ··••• · ~c -~·· ·. · I 301 HALL . . . . l-ID . 1'16 ~ . . DT"I --. · -~~~-...,-~~~~-+-...,-~4--+~~+--r~--+-~~~~-...,---~~-· 302 MASTER BEDROOM c.PT 1-1>16 M DT-1 .· 1-rr-1 .· t5W6 .·. .··· .. . ·· . ~--~---~-~-~~---4~-4-~--+~··-~---_'-t·~·4-~J1---t..___,+~ .. -.~--+~ -~~---~~--.~ ... 1 ,BOB MASTER BATH T · s m s GH3 ·.. 17f•l : wr-1 eHB . _·· . , .... · : ·•. ·. . .· DT:I .. ··. HT-1 . I .· _, .. . 605 MASTER CLOSET c.PT .. HALL GPT ---1>16 DT-1 HT-1 1ev;s ·.· BOb 301 ----.. · . . · ... -----+ .-+--'-1---.. -+--'--~._c.-~._, BEDROOM ·.· !7T-I wr-1 eHS 1 . .·. -I · . . . 308 BATHROOM T s VT-1 eHB . .· .. I CLOSET CPT -VT-1 .-I . ·.-_· ·.·. 310 . BEDROOM CPT -HE! 1 e;e · ... I DT-1 WT-1 . <S¥e .·.··.· ·· ... 5 lews 311 BATH ROOM . T 5 m DT-1 --.· . ewe .. ' . ·. . . DT-1 ••. ---HB 312 C.LOSET .·· CPT ·. .. .. .·. . . I . . . . . . ·. . . . ·. . . · GENERAL NOTES • ALL FINISHES TO BE DETERMINED BY Oii'INER. . • SEE SPECIFICATIONS FOR MATERIALS, TYPES, AND ADDITIONAL INFORMATION e SEE INTERIOR ELEVATIONS FOR EXACT DISTRIBUTION OF WALL MATERIALS e SEE DETAILS FOR ADDITIONAL INFORMATION C CONCRETE CPT CARPET T TILE 5T SLATE TILE DT DOOR TRIM 6WB 6YPsuM WALLBOARD S SEALER WB WOOD BASE HD WOOD FLOOR WT WINDOW TRIM TB TILE BASE H6 2x TOUN<SE AND 6ROOYE DEC.KIN6 : . . • i .·· 970.476.9228 ' ~®~lu!a...,h.com ' . v -' • .: ' . ' •• ... ' ., . ' ·' ' ' ' .. '1 I .. l ·.I . ' .. ' ,. .. .I <I i[ 'I :I :I . : ,. :! i ' ' ' 11 , . ,, , . .. I I I I I , i-<ALLI- STEPI I 24'~" !6'-l' l/2" 12'-D" I I 5>'-10 !/2" liS'-4" G) I 0 I 15'-!0" 20'-0" ' I ,, ~10:2'-bu] _ ----------------~--~----------, ___ ----------~ ------j_ ------·----· -----' --~----------------- .I 9 ill ~I 9 91 WALL STEP , ___ :_j '----- (1>4'-b") TOP OF CONCRETE FOOTlNG STEP r--- 1 FOOT!N.S STEP STEP ' ' STEP STEP 9 " "!,.--'-'-----------~ ~ ~--ti :1-:_fl.~ ! I I+''++--------~------------------,----------------------------- STEP I I -·HAi-L L_l STEP I !t<iA.!.l.L 5TEI" ' S1EP NALL~::~~~L-==~~:':Smll--------_ll-----' I -----------~---------------------~· -·------r--------------- 1 l>l''-?i';l!o7. --l i, I I ~I bl Jl "'I ~I I I : t 'i---'-1---------------j---------------"---~ -----'-+----- I '' I I " I ' I I I I I ~~ I -' 0 1:& I I I (e>B'-10'") 8'-10" ltiALL STEP $ 1>4'-b" TOP OF C.ONC.RETE I --.J\ \ ' \_ 4'-0" X 4'-0" X FOOTING HlTH (S)-#5 EACH HAY 4'--2" '' ,, I ' ' I ' ' ' I, ' 3'--b'' ---t---- 2>0'-0" TOP OF CONCRETE I ~IT.fl1~~~ I I I (i&J'-10") '--------------------------------~--·!-'-~~ ---r +-------~,--~ ,-----~--·---------· ---- I ~I I ;\ I I 9 1 I i, I I 1': I I (80'-6") h'-o~ FOOTING STEP EY-0" FOOT!Ne 5TE" ' TOP OF C.ONC.RETE ----, I I '"I ~I 2: HALL STEP -, STEP STEP [<:f7'-0"] ! ['13'-0 3/4") L:._ ____ _ r---- ~-----[b2'--q"]r------_:J --- 1 ('11>'-IO") I !?- 19 li It I I STEP ---------~ + --,-----.. -------·>· --------------------+ ~ -------1-------------------------" --------------------------:-------------------------- ! I FOUNDATION NOTE:e, ' ' I. DATUM EL-EVATtON fOO'-O" ., 8-365'-6", ' ' ' 2. [XXX'-X"] IND!GAT£:5 TOP OF FOUNOATlON YiALL E~EVAT!O:. -B. (XXX'-X") tNOICA~$ TOF OF FOOTINe ELEVATION] 1 4. GONmACTOR 5HALL FOLLOH ALL REG:UIREMENTSi LISTED iN 5G>IL5 REPORT. . I . I !3. PLAC.E 5LAB ON cSR.ADE ON 5TRUC.TIJRAL C.OMPAC.TED I NATIJRAL 6-RADE A'S OUTLINED IN SOILS REPORT. ~. UNi-E55 OTHER!t'ii5E NOTED-ALL SLAS ON GRADES ARE ¥-liTH 6X6 Y-t2.i X H.2.1 Y-IELDED WiRE FABRIC.. 10. PROVIDE C.ONTROL ..JOINTS OR CONSTRUCTION .JOINTS I ' OR ' ;THICK ON FOUNDATION Pl-AN. MAXIMUM SiZE OF CAGH AREA SHI>!-L-L EXC.EED !44 FT.:. 5. cONTRACTOR SHALL PLACE (3)-115-VERTICALL '( FUkL HEieHT bF ,V{Al-L AT H!SH SIDE OF ALl-HALL. STEPS HISHCR irHAN 4'-Q" lt-1 tl. C.ONTRAC.TOR TO C..OORDINATE ALL DIMENSIONS AND Df'T~"(-5 ADDITION TO 1-'lALL REINFORCJ;:MENT SHOHN OTHE~ISE, I Y-IITH ARC.H!TEC.TURAL DRA.Y'o!INGS. 6. FLOOR ELEVATIONS &HOWN ARE AT TOP OF SLAF( ~ 12. GENTER FOOTINGS UNDER HALLS AND C-OLUMNS UNLESS 1 I . ~ DIMCN510NED OTHERHfS:E ON FOUNDATION PLAN. l ! 7 · ~~-g~~g~~~~~S ~E~~~~~~;.~~~~~1~~~;E~'fHO 13. ~Er-A~It~G~~g~if~~INGS FOR STAIR FR:A><!Nfs~DETAILS · _ STRUCTURAL ENSINEER. ; ! . -'k-"'"k------------l-·-------------------_j----+----------------------------'---------J-_______ ---- 1 I I -' I I ' , I I I I 23'-6" I I -1------r---- I -, 8'-o" WALL STEP [1'!>"1'-0"] 4'-0" .20'-o" 16'-0" 24'-5" ' ' --------------, -----------------------------------------c-c--'k------------ ·I ~. 'tl -------------,---------------------!------------- I I I I I I 6'-2 1/2" I Cto2'-o"J L------- STEP 6'-0" -+~---------· .. -----------------------·---T-·-------------------- !HALL iSTEP I~ ro lfu 1:!!:. I I I lb'-2 i/2" [IOB'-0'~ ----~-----~--., (qe3'-b"! $ ee•--q 3/4" I TOP OF I SLAB ! ('15'-0") FOOTINS STEP [.:rT'-0"] I • "· _, ' r- ~ '-'---------,--'-'1<-£ WALL STEP- i I " ' <,1 .,. • ~ r ----------~--C-------- i'--6" 16'-0" I ' I i I I FOUNDAT 110N PLAN 1/4""' 1'-0" .<~OOIIONC•r,..t•,~r· L~iO!-' ~l,..llTE ?> D \. ".0l CD !~'(·5.' •/0 "·~·~, S"':'2H •b{li•'r',.d~l'-''' cot.) - ' I ' " ! I i ' "I "I I ~ i j T5 4X4XS/lb C.OI..VMN uP (bi-2><6 _ COLUMN DOV'iN I . I I ----------------------i I II I' '' II . ' I I I I I 1:2" AT 1.2" T ...11/250 AT 1'-4" TOP OF Pl.. "'f1r.!!DD ONLY· i --'l<;c---·---·---------~--.--+------------- I I I I , I I ' ·c']>-c"· ---·----------------~-~-~---·-----------------. I J . ' I I I ' I . I I - ·1 I I • J I " I I I 0 I (5)-!2><6 GO~UHN I ' I ' I I I ' I " ' I' i! " <Cl'b'-! 1/2"> (3)-1,2" L.V .L. <'46'-0 t/4"> !2" T -.11/250 AT 1'-4" (3)-12" L.V .L. $)-!2" L,V.L. <Cf6'-0 l/4"> !.2" T..JI/250 AT l'-4" TS $)-2X6 COlUMN SLAB ON eRADE RE• 52.! \ I / q8'-B 3/4" TOP OF SLAB $ '18'-3 :3/4" TOP OF PLYHOOD 4X4X9/lb C.OUJMN 4X4X3/!6 ONLY TOP 0?' PLY¥iOCJD . -----+---·-------.. ·----------·---------------· --- 'I ,. l i'-0" UP ONLY TS 4X4X3/16 COLUHN L I ··-'-----------___ _,___ __ ' ' 20'-o" i --------~ ---------------. ----------------._~__ __ .. ------------------ RE: 51-iEET 63 FOR FRAMING NOTE6. ' I I I I I I --~ ----------------------------.--~- \ ________ -·-·--·---------------- ' ----------·------------------.,__----------------------·--------------------·-------.,______ -· ----···-----· -----j-- i I I PLATE -"'-!-''·-_ ~--c -=-~..v _____ --"-!-"'-· ___ . ·--=+ 4'-'7 9/4" --1 .. --- I I 5'-0" 5'-0" .. -------1----.. -----. HI8X40 4 !/2" CONCRETE 51-A6 ON I l/2" METAL DEGK J·~l.,-1 I 4.><4 ~-1.2,! H ·-~.1 W..v-t.F. ! 0'-5" i ' ' 12" T ~1./25(;\1 AT 1'-4" UP ONLY ' ( SLAB ON GRADE REo 52.1 ) I I I , I TS 4X4XB/8 G01-UMN DOHN ~;;~.~.::.~··-.---~.·1~ ~':t.;:.:.::.:c.::J----. \ \ (4)-24 C.OU.IMN ~ !.lS'-9'' _ TOP OF PL.YHOOD 1.2" T..JI/250 AT J'-0" I :;:, "t"'"t"'::>ll 0' C.OLU'MN UP ~-~-~-~~·-----, ! !2~ T ..ll/250 AT !'-4" TOP OF PL.YHOOD UP ONLY ' I I I TOP OF SLAB T..JI/250 !'-4" c:t2'-ll 114" TOP OF GRATE ( TS CJX3XI/4 SLAB ON GRADE REI 52.! ) I T5 4X4XB/!b COLUMN MAIN LEJEL FRAMING 'PLAN 1/4" = l'-0" •),'1..,' d, (• "0:?.•8 •"-d.:i1'ek l \reb e-n:•> - JOB#; 5698 ' . --------~~-- ISSUE DATE . -. I I I I _,, I I I ' j I ' ·-cv I I ~ t -------------~. .-~c:::===============-=:1 I . I I I I . I (), ill "' • -9 • g TS 4X4>G/16 COLUMN I ' J!l:--OF""l TO 9ELOH '' i' i I '' " ! 'I II ' ----------~----· __ · --"-~---------~- 0 ' !. I ___ I _ --/--'11 • __ _ 1 !I I' (5)-2X6 GOL!JMN ONLY (3)-l~" L.VL (2)-12" L.V.L. <!C)q'-4 l/4"> (9)-2X!2 TOP OF Pt.:·ry.aoo CD I T5 4X4X3/i6 C.Oi-UMN 0 ~---~----------_! ---------·---·--------~~ -------~~ --------· ----------.. -------· ---· -_, ---------. --. --------' ' ! WOOD FRAMING NOTEe" ' l. ALL ~D FRAMIN5 J0!5T5 SHALL BE T .JI/250 -rr'PE .J015if5 AS t-1ANUFAC'TURED TRUS JOIST Mac.MIJ...LAN, INC. ALTERNATES :SHALL HA"Ve EGUAL. OR GREATER CAPACITY AND SHALL 6E RE::VjEJAED B'f' THE ENGiNEER OF RECORD. · 2. '3. 4. 5, 6. '· 8. !0. "L.Y.L." INDIC-ATES MIGRO-L..AM SEAMS, AS tvlANIJFAC:TVRED~I SY TRUS ..JOJST MacMILLAN, iNC-. AL TERNATE5 &HALL HAVE THE 5A~ OR eREATER CAPl\CllY P-.5 LISTED lN THE 5TRUGT!JRAL GENE AL NOTES, []INDiCATES G<.?LUMN DOv,jN ONL'l"'-MULTIPLE 2X FRAK!N6-1NOTED ON PLAN'S. ! II INDICATES G-OL~ UP AND DOWN UNLESS 1T BEARS ON CONCRETE HALL OR FOOTJNG SELOJ.'!, OR ti' 15 LABELED yr ONI... Y. .: > iNDICATES TOP OF BEAM Ei-EVATION OR PLATE HhSHT ELEVA.TJON. +---INDICATES TOP OF 5TRl.k::::fi)R;i-.L FLOOR SHEA THIN~ ELEVATION. i I HEADERS SHALL BE (3)-2X8 UN1.-E55 NOTED OTHERWISE. A.L.L ~~~~5P~~~gEs~t~R~~OrJ~Gf~~.ll2") HIDTH BY i ' Al-L. GOL.I)MNS SHALL Be (3)-2X6 Ul'-!LE55> NOTEO OTHERJ.-.l!SC. ' VCOD C.OLLJivTNS SHALL BE CONT!NlJOUS FROM Fl-OOR TO FLOOR OR FLOOR TO ROOF. TR!MfY!ERS SHALL BE ADbED TO NOTED COLUMN 51ZE5 AS REGUlRED. ' PZZZZ/1fNl?fC.ATE5 INTERIOR 9EARlN5 WAL..L.S. FL.OOR .JbiSTS BEARIN5 LOC.ATtONS SHALL LINE UP HITH 5nJD5 6ELOH. ' i ~ II. Al-L EXTERIOR AND JNTERJOR BEARING HALl-5 5HAL!.. BE ¢.0NSTRUGTEO i i USING 2X6 5TU05. REFER TO EXTERIOR jA!AL!,... DETAILS FOR ~ -------------li +-· -----------------------------~---~ -1--~rrteNA~;; -tNFOR~eN-:----------------------. ----------------------------- EXTERIOR SilJDS SHALL. BE SPAC.ED 1'-4" FOR VtAW-5 SHO'RTER 1 1:2" 'f' .JI/250 AT 1'-Q" I I 12. lB. THAH 10' O", S.'TVPG SHAl-L. SE GPACEO 1' O" I"'Of"'l; H,A,W-sf-4oRTE~ THAN 14'-G" AND TALLER THAN 10'-on. 5 d:2" LV.L. STUDS lsHALL BE USED FOR HAL.LS TAL.I...ER THAN 14'--D". ~~t,~~~H/B~~~~~s~ittf~~;:~JN~~~~~~NU~~H~~~~D OTHER01!5E. . ~Ue~Rg~~~~~LW~~H~~ ~L~~ATION AND SIZE~ OF 14. ~~~Hg:f.1J~L DRAWINGS FOR HANDRAIL AND STA!if !5. ALL. EXTERrOR WALLS SHAL-L HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE it'IALLS). I 16. ~2'' L.V.L. REFERS TO t B/4'· X II 114" 2.0 M!GROLAM AS tvlANUFAC.TlJRED 6Y 1'F!U5 .JOIST, OR EGU!V, ..... LENT. ~ j-. . -·--·---------------------.. -------i---------- 104'-5" TOP OF PL..YHOOD 12" T .JI/250 AT !'-0" -------·-cJt:===:r==~::::+=======::;:::;::::J~""-=----=---=:=::a:::::=;-t--.. ------------------- 12' AT I C12-t··· -----------·------------·-·~------.J ___ • --~--------------------- <J:I04'~2 1/4"> WI0X22 I I ' I ' J I I . I .. ----.. ··--·-------· .. --~-----1 --+ T5 4X4>G/!b COLUI'1N ,-- ' (5)-2><6 UP ONL'f L.. ---1--.. , ·---· ... ~-----j----..... 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' ' ' '' ' " __________ ! __________________________ , _______________________ _ < > INDICATES TOP OF ROOF 6E=AM OR TOP OF Pl-ATE HE!6tfL ARc.Hi1'"ECT FOR GHit--fNEY 5!ZC5 AND LOC>AT!ONS NOT ~OTED ON STRLIC:TURAL.. PLANS. ' 0\IER FRAl"iiNS &HALL BE 2X6 MINIMUM AND SHALL BE POSTED OOIAI'N TO MAIN TRUSSES ON A e'RID NOT TO EXC..EED 4'-D'"i X 4'-o" (fb FT2) ' ALL COLUMNS SHALL BE (S)-2.X.b UNLESS OTHERf..-.IISE Non:p. ROOF JOIST 5Ci-lEPULE CD .JOISTS .2Xl2 AT 2'-0'' M.A.X. SPAN iO'··O" 1--:--+---+-~------"-' +------·- ® 2XI2 AT i'-4~ !2'-3" HANGERS SIMPSON LSSIJ: I ---------·1- S!MPSON LSSU: NOTES ------------! --·-----.. ·----------------1--+--+---·---l---,----+-~--~-+-·+--~----+--------------·-·----- ,-(4)-2Xb COLUMN HI6X26 <ll'i'-"1 Bib"> (2)-2Xi2 T5 4X4X3/16 C.OL.U!'1N ® @ ® f-· --· ------ (5)-2><6 51V6 C.O!.... I Xl2 LAt?DER AME AT 1'-0" (2)-:2XI2 AT l'-0" !4'-2" SIMPSON L5S!J: ' -----------.--- 1 f-------1---------.L..- 114"> II ·-t---- I I TS 4X4X8/16 COLUMN, ··-'ir--'·-_;___-___:_ ____ --_ -_-_ -k-_:_ _ ___:_ ~ _-_ :__ -_--· ___ · · _---_ ~-_· --t. _-----_ .. -----_--__ -___ -__ --J-__ ---__ ~-___ --___________ h-______ ~m~;:l::::Q~~-~~;?t-~-~~-~--~--~=-~--~:t::;;:;:=ti=1 $)-1:2• L.VL.. . L --------.----·----------------------::---------- ' i ' I ' I I I . I ' ' ! : " l- i ' I ' 1 I. I '1 I 1 I I l I I ' ' (ol)-5 112"-L.VL. I I I '" I I ROOF FRhHING·PLAN 1/4" = 1'-0" - OB.::I7-20C2 -' . I I ' J I I I I I I I '' I I ' ' a. c. E. F G CONTRACTOR SHALL PROViDE COORDINATION FOR SPECIAL INSPECTIONS OF TH!; CONSTRUCTION (PAID FOR SY 0\f'i.NER) AS OUTLINED IN THE PROJECT SPECIFICATIONS AND USTEO BELOW IN CONFORMANCE \'VlTH lHE PROVISIONS OF' CHAPTER 11 OF THE UNIFORM BUlLOING CODE, SPS.CIAL lNSPEC110N SHALL Be f;>ROVIDEO l3YA QUALIFIED SPECIAllNSPECTJNG AGENCY AS APPROVED BY THE LOCAL BUILDING OFFI;;;tAL THE FOLLO\.\'!NG \'IKJRK SHALL DE lNS?ECTEO BY THE SPECIAL INSPECTOR: 1. SOIL PREPARATION 2 3. e. EARTHWORK EXCAVATION. FILUNG AND COMPACT,ON BELOW FOOTINGS AND SLAB ON GRADE CONCRETE -a THE rAKING Of TEST SPECIMENS TO DETERMINE COMPRESSIVE STRENG'TH. , b PLACEMENT Of' REINFORCEMENT. SPEC]AL 1NSP!::CTION NEEO NOT BE CONTINUOUS, BUT MUST BE DONE ONCE PLACEMENT IS COMPLE1ED AND PRIOR TO CLOSING THE FORMS ITEMS TO BE CHECKED INCLUDE BAR SIZE, GRADE, QUANTITIES, SPACtNG, LAP SPLICE LOCATJONS EXCESSIVE RUST, AND PROPER CONCRETE COVERAGE EMBEDDED ANCHOR BOLTS AND STUDS: SPE!C!AllNSPECTION SHALL. EE DONE ON A CONTINUOUS BASIS, 1TEMS TO BE CHECKED ARE PROPER ANCHOR DiAMETERS, EMBEDMENT LENGTHS~SPACfNG SE1VVEEN ANCHORS, EDGE DISTANCES AND CONCRETE CONSOLlDATlON AROUND ANCHORS. STRUCTURAL \IVElD!NG a, ALL VVELDING SHALL R.ECE!VE CONTINUOUS SPEClAi,.lNSPECT!ON EXCEPT THE FOLLOWING. 1.) . WELDING DONE lN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1701. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSlY PRESENT DURING \!VaDING OF TH!: FO' ... LOWlNG; IT!:MS, PROVIDED THE MATERIALS, QUALIFICATIONS OF \VELO!NG PROCEDURES AND VI/ELDERS ARE VERIFIED PRIOR TO THE START" OF IJVORK; PERIODIC INSPECnONS ARE l\r1AOE OF WORK IN PROGRESS. AND A VISUAL lNSPECTION OF Al..L WELDS JS MADE PRIOR TO COMPLETION OR PRIOR TO SHiPMENT OF SHOP V\IELDING. ", I 1.) SINGLE PASS FILLET\r\'Ell:;JSNOT EXCEEDING 5!15"1N SIZE. 12; i \Vt::u'>iNO 01"' OT'AIRO •'•ND I'V.ILINC!! OYO~MO c. THE 1/IJELDlNG OF REINFORCfNG STEEl URGER THAN #S BAR. d. THE VJELDING OF SPECIAL MOMENT RE$1STING STEEL FRAMES. a ITEMS TO BE CHECKED ARE THE CERTIFICATION OF THE VIJELDERS, INEt.DING PROCEDURES, MATERIALS, VISUAL INSPECTION OF VVELD $1ZE, LENGTH, t'lUAU1Y, QUANTITY AND SPACING, 4. HtGH·STRENGTH BOLTING a. 'MilLE THE WJRK lS IN PROGRESS THE SPECIAL INSPECTOR SHALL DETERMINE REQUIREMENTS FOR BOLlS, NUTS, WASHERS AND PA1NT~ BOLTED PARTS· AND !NSTALlATJON AND TJGHTENlNG IN SUCH STANDARDS ARE MET. SUCH INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASI$ IN ACCORDANCE WITH iHE REQUIREMENTS OF SECTION 1701.6 THE SPECLAL INSPECTOR SHALL OBSERVE. THE CALIBRATION PROCEDURES WrlEN SUCH PROCEDURES ARE REQUIRED BY1HE PLANS OR SPECIFICATIONS AND SHALL MONITOR THE fNSTAllATJON OF SOLTS TO DETERMINE THAT All PLIESbF CONNECTED MATERIALS HAVE BEEN , DRA\NN TOGEfHER AND THAT THE SELECTED PROCE.DURE IS PROPERLY USED TO TIGHTEN ALL BOLTS 5 STRUCTURALMASONRY a. PREPARATION AND TAKING OF ANY REQUiRE.P PRISMS OR TEST SPECIMENS, PLACING OF ALl MASONRY UNlTS, PLACEMENT OF REINFORCEMENT, 1N$PgCT!ON OF GROUT SPACE PRIOR TO CLOS!NG OF CLEANOUTS AND DURING All.. GROUTING OPERATIONS. STRUCTURAL OBSERVATIONS , 1: STRUC11JRAL ENGINEER MAY M.AKE PERIODIC 0SsE:RVAT!ONS OF THE - CONSTRUCTION, SUCH OBSERVATIONS SHALL NOT REPLACE REQUiRED tNSPECnONS BY THE GOVERNING AUTHORITIES OR SERVE AS 'SPECIAL lNSPECiiONS~ AS MAY BE REQUIRED BY CHAPTER 17 OF THE UNIFORM BUILDING CODE • '2500 PSF- CON~CTOR TO FOLLOW ALl RECOMMENDATIONS IN SO!t.:S REPORT N-0. 102 233 BY HEPVVORTH..PAIM..AK GEOTECHNICAL, tNC. DATED APRIL 25,2002 ·ALL FOOTING BEARtNG ELEVATIONS SHOWN ARE': AsSUMED. EXACT BEARING ELEVATfONS SHALL BE VERIFIED iN THE FIELD WITH ACTUAL CONOJTIONS BY -\ CONTRACTOR V\I!THAPP~OVAt OF SOlLS ENGINEER AND fo.Ll aoTTOMS OF FOOTINGS SHALL BE A MINIMUM Of 48" BELOW EXTERIOR GRADE ALL FOOTINGS ARE TO BE PLACED ON FJRM, UNDlSTURBE.O, NATURAl SOIL. OR PROPERLY COMPACTJ:.D BACKFILL, APPROVED BY TH.E SO!LS ENGtNEER BACKFILL SHALL SE COMPACTED TO 95% (MINIMUM) MODlFIED PROCTOR: DENSlTY PER ASTM 01557 UNLESS OTHERWISE RECOMMENDED !N THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SO!L AND RECOMPACT VV!TH APPROVED FILl (R~ SOfL REPORT FOR DESCRIPTION OF' SEARING SOIL). ' CONTRACTOR SHALL BACKFILL EQUALLY ON EACti SlOE OF FOUNDATION WALLS !N 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDeD IN THE SCJI,.S REPORT. REFER TO SOlLS REPORT FOR BACKr:JLL JIM TE~!AL NO SACKF!Lt.!N3 SHALL; BE PLACED AGAINST u)wf:R lEVEL WALLS UNTIL THE !...0\IVER LEVEL FLOOR AND MAIN lEVEL FLOOR ARE !N PLACE AND PROPERlY ANCHORED CONCRETE SLABS SHALL BE PROPERLY CURED CENTER ALL FOOTINGS UNDER WALLS, COLUMNS 0.~ GR!D l.INES UNLESS OTHERW.SE NOTED ON PLANK CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FlELO DENSITY TESTS ON COMPACTED FILL UNDER FOOTiNGS AND !NTERIOR SLABS·ON-GRAOE. A MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SlAB ON GRADE NOTif=Y SOILS-ENGINEER VVHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPEC-TED PRIOR TO PLACEMENT OF AtN F!Ll OR CONCRETE. ' THE SLAB ON GRADE SELECTED BYTHE-0\'\.NER AT THE GROUND FLOOR l.~El OF THIS . BUILDING HAS SOME RISK OF MOVEMENT. THE SLAB OPTION CHOSEN AS PROVIDING SUITABLI: PERFORMANCE AT A REASONABLE COST REQUIRES 3 FEET OF OVER« EXCAVATED FILL TO BE PLACED_ REFERENCE THE PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS. -1 • • THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRACE SHALL BE lN STRICT ACCORDANCE lMTH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DlRECT QUESTlONS REGARDING THE SUBGAADS PREPARATION REQUIREMeNTS TO THE GEOTECHNICAL ENGINE CR. MOVEMENT OF THE SlAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SJ..A"S AND OTHSR PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOAR[)S, PIPING ANC OTHER ITEMS MAY BE REQUIRED. REFER TO'l'HE APPROPRIATE ORA liVINGS OR CONSULT IJVJTH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH Tf:lE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE ALL CAST-IN-PLACE CONCRETE SHALl BE MADE WITH TYPE. !ill PORTI.AND CEMENT, STONE AGGREGATE AND SHAlL SATISFY THE FOLLOVVING REQUIREMENTS· - %AIR RE.Q. ,FOOTINGS 3000psrsm 3000 pSI SID .3000 psi STO FOUNOAiiON WALlS JNTER10R SLABS ON GRADE EXTERIOR CONCRETE{*"')' 4500 ps1STD I'AAXJMUM SLUMP SHALt NOT EXCEED 4~. 050 6%-B% "IF CONCRETE SUPPLIER PROPOSES USE OF F!. YASH HE SHALL PROVIDE 0\/\INER WITH LETTER INDICATING COST REDUCTION AT TIME OFB1D. THE MODULUS OF El.AST!ClTY oQF ALL CONCRETE SHALl EXCEED 1J\IC1 .5 33 .fPC (OR 57,000 iPC NORMAL \1\/E!GHT CONCRETE), CONTRACTOR SHALL SAWCUT OR TRO\hELClJr JOiNTS IN SLABS ON GRADE JOINTS SHALL BE SPACED 15 FEET AND SAV\ICUT OR TRO'WELCUT 1/-4 OF SlAB DEPiH X 3/16" VVIOE \IVITHIN 12 HOURS AFTER POURING. CARRY ALL StAB REINFORCEMENT THROUGH JOINT. SLABS, TOPPJNG, FOOTINGS, BEAMS AND WALLS SHALCNOT HAVE JOINTS lN A HORJZONTAL,PLANE ANY STOP: IN CONCRETE IJVORK MUST SE MADE AT THIRD POINT OF SPAN WITH VERTICAL BUlKHeADS AND HORIZONTAL SHEAR KEYS UNLESS OTHS:RVI/lSE: SHOWN. ALl CONSTRUCTION :JOINTS SHAlL BE AS DETAilED OR ;.s REVIE\NED BY THE ENGINEER. · ' , ' All CONCRETE,WOAK AND f\EINFORCEMENT nET AILING ;~Ll BE IN ACCORDANCE ·. · .. , .. , ,· .• WITH ACI BU!LOING CODE 31$ LATEST EDITION, UNLESS NOTED OTHERWISE, U$E -" STANDARD HOOKs FOR 00'.\'El$ UNLESS OTHERVVlSE NOTED. ALt EXFOSEO EDGES OF -CONCRI:TE WORK SHALL HA~ 3/41NCH CHAMFE~. , AU RE.INFORCING SHALt. E!E HIGH-STReNGTH CEFORMED BARS CONFORMING TO ASTM , Ae15, GRJI.DEeO EXCEPT tiES, STIRRUPS ANDPLATEANCHORS V!IHICHSHAlL BE . DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 70S GRADE 60. VIIEL.OED WIRE FASRIC SHALL CONFORM TO AS1"M A1B5 GRADE e5 ANO SHALL BE • LAPeEo 'ONE FULL MESH AT SIDE AND END SPUCES _fiND \NiRED TOGE111ER. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE WlTH --; AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMENDA'riONS:P.,MOUNT OF FIBERS SHALL BE A M1N1MUM OF 1.5l8SJYRD3 OF: CONCRETE OR THE AMOUNT RECOMMENDED BY THE MANllFACTU~ER \MiiCHEVER IS GREATER. ' ' ' -" E. < RI;:.INFORCEMENT PLACEMENf:ANDTOLERANCES SHAU.: BE IN ACCORDANCE; 'IMTH,;,n,',·· •• .... ' , ~SECTIO~S?.5, .: ~.AND 7.7 OF ACI31S,LA,t,£:S'rcEOIT!ON •• ,~ NO "spuces OF REINFOR.ceMt:NT SHALL se MADE excePT AS DETAILED oR AUTHORIZSD BY THE STRUCTVRAL ENGtNEER.l..AP SPLICES, \M-IERE PERMITTED, SHALL BS A MtNIMUM OF 48 BAR DIAMETERS FOR 116 BARS AND SMALLeR UNLESS OTHERWSE NOTED, MAKe ALL BARS CONTINUOUS AROUND CORNERS, ' ' ' ~ PLAce TWo #5 (Pe~ aH THICKNESS) ~,2r-e~"PROJEcnoN :AA:OuNo All oPENlNGs JN- coNcR:ere WALLS, SLABS, AND eEAJVIS, ALSO .PROVIDE TVI.Ql\!5 X 4'..0~ DIAGONALLY AT EACH CORNEtt 8 ' 10. 12. H CONTINUous TOP AND BOTTciM BARS IN WALlS AND BEAMS SHALL BE SPLICED AS FOLLO\'VS TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. CONCRETE BlOCK UNlTS .SHALL CONFORM TO ASTM C90, I:;RADE N, 6RICK SHALL f\ILFILL ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C270 TYPES OR M MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STR!::NGTH OF F'M OF 1500 PSI BASED ON GROSS AREA. C. WALLS SHAll: BE R!;1NFORCED HORIZONTALlY AT 16" ON CENTER I.MTH 9 GAGE MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASlM AS2 M<\SONRY WALL REINFORCEMENT. KOR1ZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS. D. ' UNLESS OlriERV\IISE NOTED, MASONRY WALLS SHALL ALSO BE REINFORCED IMTH ONE #5VERT1CALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND Af NOT OVER 2 FEET ON CENTER TYPICALLY REINFORCEMENT SHALL BE FULL V GROUTED IN PLACE GROUT SHALL DEVELOP :'WOO PSI1N 28 DAYS AND MEET ASTM C476. E ALL CMU WALLS REQUIRE A MINIMUM OF 2-#5 IN BOND BEAM ABOVE ALL DOORS AND II\IINDOV'JS,AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS CTHERVVISE NOTED F, REFER TO ARCHITECTURAL DRAIJ\'\NGS FOR CONSTRUCTION JOINT LOCAT!ONS. G FILL All VOIDS AND BLOCK CELLS SOLIDLY \l'i!TH ASTM C476 GROUT FOR A DISTANCE OF 24" BENEATH ANDA M!NlMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS OTHERVi/ISE NOTED H CMU SHALL BE FULLY GROtrfED BELOW GRADE PROVlDE MASONRY TIES WHERE MASONRY ABlJTS CONCRETE STRUCTURAL S1 EEL ,t;, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE EEAMS 1/./HfCH SHALL CONFORM TO ASTIJ! 992, (50 KSl} AND EXCEPT PIPE COLUMNS \\'HICH SHALL CONFORM TO ASTM A 53 AND TUBE COLUMNS TO ASTM A500. GRADE B LATEST EDITIONS. STEEL SUPPLIER 1\r'lA.Y PROVIDE ASTM AS72, GRADE 50 AT HIS OPTiON M!SCELLANEOUS !::MBEDDED ITEMS SI".ALL BE A38 Slcl:l S ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG T:GHT CONDITION. Ai.L ANCHOR SOL TS SHALL CONFORM TC ASTM A307 UNLESS NOTED OTHER\1\ilSE C STRUCTURAL STEEL SHALL SE DETAILED AND FABRICATED !N ACCORDANCE WlTH THE lATEST PROVISIONS OF A!SC "MANUAL OF STEEL CONSTRUCTJON ~ D UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL SOL TS PER AISC "MANUAL OF STEEL CONSTRUCTION TABLE U·A AND 10R AISC SIMPLE SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR \/VELD ED EQUIVALENT SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON·COMPOSITE MEMBERS STEEL SUPPLIER MAY SUBMIT ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCUlATIONS STAMPED BY THE REGISTERED PROF[::SSIONAL ENGlNEER RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN \fiiELDING SOCIETY STANDARD QUALIFtCA1tONS TESTS AS OUTLINED IN AWS-01.1. F. MtNIMUM WELDS TO BE PERAISC TABLE J2 4 BUT NOT LESS THAN 3116• CONTINUOUS I"'Jl.~T Uf>IL!!"!:5:5 crrHe"-'IIVI:$1: NOTe'!O G FOR A!.L BEAM/COLUM~ OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS lN CONNECnON MEMBER ONLY (Wr.SECTJONS, ANGLES OR SHEAR PLATES) H PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO \NITHSTAND Ali. CONSTRUCTION AND/OR WIND LOADS UNT!l. ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. L STEEL FABRICATOR. SHALl NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWNG TIME FOR Al'N REV;stQNS TO ERECT10N DRA\1\mGS NOR FOR ANY REVISIONS TO P!ECE DRAWINGS PRIOR ·ro ENGINEER'S APPROVAL OF ERECTION DRAWINGS J UNLESS 011-IERW.SE NOTED, V\JHENEVER MA.SONRV RESTS ON STEEL BEAMS \;'\I!TH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, 1/'.-'ELD 1!4" THICK CONTINUOUS PLATE TO BEAM FLANGE Vv~DTH OF PLATE 10 BE 1/2" NARROWER THAN MASONRY THICKNESS. NON·SHRINK GROUT A. NON·SHRJNKGROUT SHALL BE PROVIDED. 1 BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS 2 BETWEEN BEAMS OR BEAM BEAR~NG PLATES AND CONCREtE OR IJ.ASONR.Y SUPPORTS. 3 GROUT SHALL BE COMPLETE AND HAVE A MINIMUM CQM!;:>RESSlVE S.,.RENGTI-1 OF 6000 PSI t~RtOR TO ADDING SJ.LD:NG LOADS ABOVE. WQOD A. AlL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOVIIS: 2" THICK· 4~ 1'0 8" WlDE (INAI.L STUD ONLY) STUD Fb"" 700 PSI 2" TO 4~ THICK~ 6" AND \IIIIDER NO. 2 Fb = 900 PSI s~ TI·HCK-s~ AND WIDER NO. 2 Fb"' 1250 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS lNC~EASES 8 PROVIDE CROSS BRIDGJNG NOT OVER B' ON CENTER FOR ALL 2X \NOOD JOISTS AND 2X SOI..ID BLOCKING SeT\NEEN JOISTS AT ALl. SUPPORTS AND ENDS OF CANTILEVERS. C FASTEN ALL WOOD MEMBERS \MTH COMMON NAlLS ACCORDING TO THE UBC SCHEDULE TABLE 23·11·&1 UNLESS OTHERWISE NOTED, . D LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE: CONTENT IN ACCORDANCE V'JITH VVCLIB ALL SIZES SHOV'JN ARE NET 2 LAMINATED MEMBER SHALL BE DETA!LEO AND FABRICATED IN ACCORDANCE WlTHTHE STANDARD SPECIFICATIONS FOR THE OESJGNAND FABRICATION OF STRUCTURAL GlUE LAMINATED TJMBER, LATEST CDtTION AS PUBLISHED BY AITC 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D"F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F, FOR SIMPLE SUPPORT MEMBERS MEMBERS SHAlL BE D5.SIGNED WITH ZERO CAMBER WlTH TOP SURFACE CLEARLY ST.A.MPED ON EACH MEMBER. E. PL Y\IVOOD DECK AND/OR ORIENTED STRAND SOARD 1. PANEL THICKNESS SHALL BE AS SHOIJVN ON THE DRAVVING. APPliCA'TiON SHALL BE IN ACCORDANCE Wll H RECOMME::NPAT!ON$ or THE AMER1CAN PL Y\JVOOD ASSOCIATION .2 EACH PANEL SHALL SE IDENTiFIED WITH THE GRADE· TRADEMARK OF THE AMERICAN PLYWOOD ASSOCtATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PlYVIDOD, ALL PANELS 1i\IH!CH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE \ll.>'i:ATJ.-{ER_ SH<\~ BE OF THE EXTERIOR TYPE 3 FOR FLOORING> USE 3W T&G STUR().,J.fLOOR SHEATHING GLUED AND NAILED 'v\llTH 100 NAILS AT e• ON CENTER ALONG ?ANEL EDGES AND AT 12' ALONG INTERMEDIATE SUPPORTS 4 FOR ROOF USE 513~ {40120 SPAN AAnNG) EXPOSURE 1 SHEATHING NAILE!J WlTH 100 NAILS AT 4"0N CENTER AlONG PANEl EDGES AND AT 12' ALONG INTERMEDIATE SUPPORTS 5 EXTERIOR WALLS SHAll HAVE ONE LAYER OF 1f2" EXPOSURE I PLYVVOOD OR OSB SHEATHING NAILED AT 6' ON CENTER ALONG PANEL EDGES 6 FlOOR AND ROOF SHEATHING SHALL BE INSTALLED I/\IITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS VVITH END JO!NTS STAGGERED. 1 INSTALL SUITABLE EDGE SUPPORT BY USE OF PL YCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS F. WOODDECK G. H WOOD DECKING SHALl BE3" NOMINAL T&G DOUGLAS-FIR LARCH (E=1,700,0CO PSL fb=1,450 PS!) WITH RANDOM l-ENGTH CONTINUOUS LAY-UP, ALL PlANKS SHALL BE END MATCHED AND All PLANKS SHALL BE NAILED TOGETHER \'\II THIN ONE FOOT OF eACH SIDE OF THE END JOINT. END JOINTS JN ADJACENT PLANKS SHALL BE AT LEAST 4 FEET APART, AND END JOINTS IN ALTERNATE. PLANKS SHALt. BE MORE THAN 1 FOOT APART VVHEN MeASUR£0 ALONG THE SPAN OF DECKING. EACH DECK COURSE SHALL BE SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 5d NAlLS AT 24" ON > CENTER. 'JVITH NAILING IN ALTERNATE COURSES OFFSr;:T 15". NAlL EACH DECKING COURSE: TO THE SUPPORT \IVITH 2 NAILS·1 STRAIGHT, 1SLANTED 'v\IOOD DECKING SHALL BE GLUED IN THE GROOVE JOINT PER THE MANUFACTURER'S RECOMMENDATION WITH 40 PECENT GlUE COVERAGE, PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE «13CI·JOIST AS IV.ANUFACTIJRED BY BOISE CASCADE CORPORATION ALTERNATES SHALL BE REVlEW:O BY THE ENGtNEE:R. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN SENDING, SHEAR AND DEFLECTION EQUAl TO OR GREATER THAN THE SlZE SHOII\>N ON THE DRAWiNGS VVEB BLOCKING AND BRlDGlNG TO Sf:. AS REQUIRED BY THE JOIST MA\IUFACTURER. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLO\fv'!NG STRESS CAPACITIES: Fe= 2800 PSi, E = 2,000,000 PSl Fe,. 750 PSJ Fv,. 285 PSI BUILT UP MEMBERS SHALL BE CONNECTED !N ACCORDANCE WTH MANUFACTi.IRERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3112" OR 5 1W WlOE MEMBERS ~ON:SJRUCWRAL ELEMENT§ A, ELEMENTS SUCH AS NON-SEARING PARTITIONS, ETC ATIACHED TO AND/OR SUPPORTED SY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFlECTIONS AND OTHER STRUC1URAL MOVEMENTS 8, FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL 6E PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY 'THE ARCHITECTURAL ORAWNGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS OTHERWlSE NOTED, GENERAL A ENGINEER'S ACCEPTANCE MUST SE SECURED FOR ALl.. STRUCTURAL SUBSTITUTJONS B -VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERtF!CATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS ANO SUPPORTS SHALL BE OBTAlNED. UNLESS SPECIFICALLY DETAlLED ON ARCHITECTURAL AND STRUCTURAL DRAIMNGS. RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC, REQUIRED FOR INSTALLATION OF HIS lfEMS. 0 PROVtDE ALL EMBEDDED lTEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR SOL TS SHALL BE FURNISHED BY STEEL SUf'PUER AND INSTALLED BY CONCA.ETE CONTRACTOR. STEEL SHALL FULFILL ASTM A38. E. PROVIDE ASPHALTIC MASTIC· COATING ON ALL STEEL AND WOOD EXPOSED TO EAA:TH. F SUBMIT sHop AND ERECTION DRAWINGS TO ENGINEER FOR REV!EWOF ALL CONCRETE J REINFORCING, STRUCTURAl._ STEEL, LAMINATED WOOD FRAMING MeM6ERS, \hOOD JOISTS. AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR ' TOIJVRI'JTEN REVIE.WOF SHOP ORAWlNGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. WATERPROOFING, VAPOR BARRIERS WATERSTOP" ETC., SHALL BE AS SHOI/!A>J ON THE ARCHITECTURAL CRAVVINGS AND AS INDICATED IN THE SPECIFICATIONS. ALL MASONRY AND STONE VENEERS SHALL BE ATIACHED iO lNTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTIONS 1403.6.4 2 AND 1403 6 4.3 OF THE UNIFORM BUILDING CODE, > ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAlNST FIELD AND ARCHITECTURALORA\MNGS. CONTJQ\CTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMEO,,NOt!FY ENGINEER B/8"X6"XbM EMBED ll'_.A1C'--' 4'.,..o• WITH (2)-516" H.A.S. +FS (GRADE 40) AT !'-0'' B/8" X i'-4N X !''-b""~-~-< e>T'EEL EMBED PLATE WITH (10)-314'' <P X b" HA.S. b" .. ,. • .. BEAM R.E1 PLAN HITH 5/8" 4' X ~" H.A.S. AT l'-o'' ,-~·1/,2'' 1501-ATION .JOINT 5LA6-0N-6R.ADE HITH 6X6 Ya.l X H.2.! M.H,F. RE1 PLAN SECTION B l/~" GONGRETE TOPPINcS :-c----, PLY~D FLOC>R·~~~· SHEATHING 3Xt0 TREATED L.EDeER WITH 'S/8';" ~ X 6" EXPANSION BOLT AT i'-6" 1/2" ISOLATION--:--'-""\ .JOINT ,-----,-~-~-4!X TREATED PLATE HITH 4' X 10" ANCHOR TAT 2'-0" 2" r-~-<f' C.ONC.RETE 51-AB ON !SRADE WITH 6X6 J-a.IXJ."V!.I HY-I.F, ON 4" BR.A..VEL SASE DOY-IEL5 X • ')'AT 1'-Q" <) 5ECT!ON 5 2X TREATED f't,~TE~~-'\ WITH 1/2" <P X ANCHOR SOL TS AT 2'-C>" "5 AT 1'-0" x· ~ L 10" REI PLAN r---·---11'2"" 1501.-ATION .J01N1' r·-4"" 5l.AB-ON-5RADE v-;1TH 6X6 H2.! X H2.J iriJ"i F. SECTION 4 2X TREATED PLATE----;, WtTH 112" ¢1 X lO" ANCHOR BelL TS AT ::2'-D" (2)-~5 CC>NTINLie:JIJ,; ---------f•tt-<•1 • • Reo Pi-AN ;---FI-0•:/R SHEATHING ~L 8" • ---C9)-·"5 C:.ONTINUOU5 SECTION 5 :3/4" "' 1'-D" 2X TREATED PLATE ---·-, HtTH V2" 41 X 10~ .ANC.HOR EOL. TS AT 2'-<7' 12)-"5 CC•NTINlk)!JS· -.---,-.---,---}"it:<>.j #5 AT I Rf':, PLAN ;---FLOOR SHEATH!NG ~L b" • t--:--lo>)-<15 CONTINUOU5 SECTION 6 5/4~ "' t'-o" 2X TOP PL.ATE WtTH -~, l/2" o:P X !0" ANCHOR BOLT AT .2'-o" (2)-<15 C.ONTINUOl!S _ __:_"' l/2 1' ISOLATION "'"'T-' ISOLATION ..JOINT BASE OF CONCRETE 8" -f(f}q=:..c___:__._,ce:.,lS AT MID-HEtcSHT 11-''+---,---:-'-~-,41!; AT 2'-0'; X I~ . .JN R.E, Pl-AN SECTION ~·l H5 AT 2'-Q" X ~' .~-'-~-----t:- 8" B/4" "' 1'-0 STONE__:_----~--~ VENEER ObX ~L AT 1'-<?"----, 1'-o" • . . -. ' .· . ' ,: .... . .. ' . . . 8" LEGS ALTERNATE SIDE:5 ;~--:-FLOOR SHEATHIN.S FLOOR .JOIST RE• PLAN HITH 5!MP&ON HP HANGER '--:-c--2>:10 TREA TI:D HITH I/2"4>X!O" ANCHOR 601.. T AT 2'-0" I r . A"'. • • • .. • • .. • .. .. ' • '·. #5 6AR .. ~T-+:i I"<ITH 1'·0' HOOK LENIS TI-t I ' ' 5ECTION A-A (.2)--$$ J"''.ITH 1'-0"----- HOOK LENGTH #5 AT 1'-0":.,--- (kORIZONTAL AND VERTJCAL) Y-IITH l '-0" HOOK LENGTH •. • • ,. ' . ~ .. .-~ .. . .. . . • • • • • •. • • .. • • • .. • . • .. • . . . • • J· ·'. ... -.. • ": .• :. 1" .. ' . ' • . .. • .. ' • • ' ... • . .. ·' .. . . . • • • •. • . ' ,· ·, . .. . .. • • ' ' . . ' • ' . ... .. •.· ' I 'I L ·t RE· PLAN ~ ~ --!~f---06-AT 1'---0-' __ :.::::::._~:::.._ _ __::::.._..,.- • • • • ... • • • . . • ' • . . • • • • ,. .. ,. • ... .. ' .. . .. .. • • . • • ' f-~----,-C.ONCRETE FCJUNDATION ll'lALL REI S/53.2 . ., ,, l. ___ #5 AT :'-b'' SECTION 4 " L4X4X3(8 y.tfTH ----~ 3/4~¢')<6" EXPANSION. BOLT AT 2'-0" #6X tL AT 1''-o··----, t'-0" . Q .. ' ' .. • ' • • • . ' . ' • .. . , ... .. .. • • • r-c-:--c-EXTERIOR STUD YiALL ANCOH<:?R BOLT AT .2'-0" r--'-11:2 11 ISOLATION .JOINT SECTION 5 3/4~ "' 1'-o SECTION 1 4" SLAB ON ISRADE ---'---·, J'"'/. fH 6Xb Pa.!XY-{2.1 W.W.F, 10'1 SECTION 2 EXTERIOR JAlALL5 ----.C...fl HITH SHEATHIN6 #5 AT 1'-6" HORIZONTAL #5 AT 1'-0" VERTIGAL..~---4-l #5 AT 1'-6" X IO' • ,. . . • "· • . .. • • .. SECTION 3 9/4" "' !'-o~ ;;'70 <'.",~(, ~;.::'::!!~ 'k'~'-"'•k:·! H<=l, .:.or~o' ·ISSUE DATE "ERMii OS-07·2002 ,. • ,, ' ' • ._, ' '· i i ~~ ,, i I j I I ' .I I J I : f- f.. I ' '--·¥4<?00 BEAM RE• PLAN SECTION 2l RE• ARCH. ToP OF F'L.ATE .SECTION 28 3/4" "' !'-o~ STEEL BEAM ----···""" RE• PLAN WITH 3/et" STEEL. PLATE AN:D (9)-1 H¢1 THRU-BOL T6 AT 5" 5PAVING SECTION 3/4" "' f'-0" 11 4 1/2" CONCRETE SLA5 ON I J/:2" MET AI-DEGK 2X TREATED PLATE HITH 11.2" ¢' X 10~1 ANCHOR SOL TS A1' 8'1 '---•5 AT 8'1 WEI...DED TO STEEL BEAM , SECTION 6 0/4""" 1'-o" 1UBE STEEL: JO!ST REo PLAN WITH 1/4" STEEL END PLATI: AND (4)-5/f>~,.p X 4" LAG SGREI-'6 G'!X4Xf/4 BEAM RE;; PLAN STEEL GRATE --'-...J ,----'-1 !12" C-ONCRETE TOPPING r-FL<>OI'< SHEATHING HITH SECTION l L..4X4XI/4 Xl'-0" ~-'41TH (4)-5/b" " THRU- BOLTS :3/4~ "' ! ·-o· LAMINA TEO VENEER LUMBER BEAM REt Pt..AN (8E'T'ONO) Bl.OCKING-----------·-'" ,--IFL<?OR SHEA THINe f-·E><TERIC>R HALL WITH SHEATHING SECTION 8 9/4~ -1'-o~ EXTERIOR ""'"-L~-~_c..-~-!1 HITH SHEA THINS I'-1ET AL. eRA TE SECTION ~ 3/4" = i'-Q" NOTE, FLOOR .JOISTS SHALL EITHER BE CONTINUOUS OVER ~t..L, OR MUST OVER!..AF? AND BEAR ON FULL Y4AL.L.. J.At!DTH r-~--<OOI'<:;J<f'l""E FLOOR TOPPINS REI ARCH. rc-"FILO<:>R .JOIS>T SECTION 10 SECTION 1 S/4" "' t'--o" /-~--..:_:cE;,ITBRilbR HALL IA!ITH_ SHEATHING I !12" GONC.RE'lt: TOPPING r-FL,OC'R SHEATHING '-----,---,-S<.O<O!<:J>lG PANS-UNDER EACH HALL s·ruo SECTION 2 3/4" .: I'-D" CONCRETE TOI"PIN<S,.:_\ f<.E, ARCH FLOOR .JOIST f<E, PLAN SECTION 3 B/4" "' 1'-o" SECTION 4 : SHIM AS REGlUIRED ---''""""' ·" SECTION B 'B/4"" = r•-o• 9"70 "'I'• s:-:.:?o J·.~ct,,-,'dJJ,1r..::, ;:c:t7 ' .:.J " ' ,, ,[ 1 i : I ' I I ' '"" " l ' " I I I , I ,·I " ~,... ' '. I •t '• .. . I " .. ' !8'-4" VANJTT" ROOM [@J \ \ \ '• :. : :' ,, I I 2 I I I I 3 I I I I I I I Jl I I' . I I ' I I . . :·· ' .... 1 I I ~ 1 I ..._lJ- I ' 'I• '0 I I .·: ·. 4 ' . 1'-G'~ ., '•' " ' / ' 'J .. , . " 5 15'-10" I ·' . ,. 1. . " .· L -- I " ' / ---+- 1 \ I I \ \ 6 I I I I I ! I •' ·. 1\ \ ,B'-0" """ \ \ ~~ / \ I ·. """ """ """ 7 I I I '--,.., I ' ' . I I I I I I · ... I . r- i I ' .· I . ' . .. ·. - . ·' ,.· I I . · . .· ,· . ELECTRICAL LEBEN[;) ... SYMBOL ' DESCRIPTION , · . · .. · ·.· ·. ~ SMOKE DETECTOR . •.. . . e I EXHAUST FAN .. ~ T.V. OUTLET ' . . . HALL OUTLET ,'·. r= fOUREANG HALL OUTLET . ISFI &ROUNDED OUTLET PER'CODE --~ -!--- SWITCHED OUTLET --·--£ 220 VOLT OUTLEr --- HATER PROOF OUTLET ---t---t-----·---· ------·----- FLOOR OUTLET . a EXPOSED LI6HT F!XTl!RE - • •• RECESSED CAN . . . .... HATER PROOF RECESSED CAN 1St ·· HAN6IN6 CEILIN6 FIXTURE · ·. ~·· . 48 FLUORESCENT LIGHT . .·. K) . EXTERIOR HALL SCONCE . I{) . .. · .· INTERIOR HALL SCONCE •••• ~ DIRECTIONAL RECESSED CAN .· 00000 , HOLL YHOOD LIGHTS . • . "' ' . CABINET STRIP LIGHTIN6 •.. . KJ TELEPHONE OUTLET . ·' ' .. · • HALL SV'liTCH • . .. .. --------, viMrlER 51'111 CFl -'I> "' . ·_ 3-WA Y SH!TC·H • • . . ·, """' DOOR SkliTCH . ~ PUSHBUTTON $ CHIME •••• •• @ . EXTERIOR BeACON LI6HT ' . ~ STONE VENEER DOHNLI6HTiNG 9 2 a ·.TRACK LIGHTING . .. 6ARf,GE DOOR OPENER I <lD I ~ --- NO:E, ELECTRICAL CONTRACTOR IS TO PROVIDE DESIGN AND STARTUP FOR AGOMELETE..Ll6HIIN6 AND f?OriER.._ SYSTEM, INCLUDINS ALL. APPLICABLE CODE REQUIREMENTS. . . . . . . ---'--- '-'-'""/. / I Ill II I \ I . . I u j__ I_L ' ='=--"lc:= \ I \ \ '- I I \ r~----, ..... -, 't{ ~M '. 00 . " . . 8 . I I I I ! ' : . I . I .· . I I . , I . I .. . I I I .. I 2. ·• .. ~ I 14. \5. 16'-0" - . • . PRO AND VIDE POHER AND LIGHTING v-<HERE lf'.\DICATED, AS ADDITIONALLY REQUIRED TO MEifT CODE. PRO VIDE SMOKE DETECTORS, PER APPLICABLE DIN6 CODES, HA.RD-f'.IRED . BUlL PRO PER VIDE POHER TO ,-\LL FIREPLACES fviANUFACTURES SPEGIFICATIONS PRO VlDE DUPLEX CUTL.ET AT ALL FIREPL GE TEL LOG.A TIOINS PER OHNER. MAN coo RDINATE LOCATION OF ALL HAN61N CEILING, RES HITH OHNER BEFORE INSTALLATION FIXTU . . ·. \ ' \ I FAMILY\ ROOM I IEJ ' ., ' . .. . .• ,_ I ¥ " . ' . . . : . . I . I ' .. I i . ' •. ' l . \ 'i l ' ' I I " !' h I· ' \ ; . ' I ~-- ' . . . I. I I .I I -· .. I ' , ' I I I I I ' . I· I I ~I I I / / B~~ I ..,.,..-......,\ ' / -- ---f .., I I DININS ROOM 1!\'!i!J 4 . I 1'-0" . - -- ...... --- ------- I ' t , \ i l ,. I I ' I I ' I I L_ I --\ l f(-- I I l I I ' I I I I I 20'-Q" ELECTRICAL. DESCRIPTION ~-'~ALL OUTLET FOUR GANG WALL I ~OUNDED OUTLET I SiAl ITCHED OUTLET FLOOR OUTLET LI6HT GAN 1-'iA TER PROOF HAN61N6 GEILIN6 48 CAN TELEPHONE OUTLET. DOOR SWITCH ~ CHME ~~~ ---~ I "•r ~~--r~;::=::::::=::::;;:;-;:========;-;::::; ~~~:;:;;:===;:r---- ~ / ~: - \ r J ... -- \ I \ LIVJNS ROOM !2161 \ \ \ \ I I I I -.- II II -I .1== ~ --/ -./ ---/ ~ / ·- I I I I I I \ \ ----\ - --· \ I J I L_ I IY' MASTER BEDRDOH ~ ---- -------u---~ \ I X I \ I ' .. ' .F . c :::) . w w...,~ 'C ~C) 0:: <(. z -w Po <( urc:c Go :e c(Q! LL ....IZ ....~--<( . > . .· ~ ,.jZ . ' ' '' ' : . . ' '• ! i . ' ' ,, \ .l ' ' j ' i · .... I . I , I 'j -----,-·· . . I . . . . ' ' ' ' I I / / / / / 24'-5" I ' . I I ,------,--- I' - I I ~AS'TER I CLOSET IL__~ L _____ _ ...._ -- $ T .0 .FINISH >"LOOR ,11 +IOGI'-OH MASTER BEDROOM ~ I -I I ~ I ( \ J ~ ) 5 !5'-10" I I . Ill Ill I I I t- I I I I I ' I I ' '' I I L II I I ' ' ' 7 I I I 20'-0" ELECTRICAL LE6END SYMBOL DESCRIPTION SMOKE DETECTOR EXHAUST FAN T.V. OJTLET HALL FOUR SANS HALL OUTLET SROUNDED OUTLET PER CODE SWITCHED OUTLET 220 VOLT OUTLET HATER PROOf OUTLET FLOOR· OUTLET EXPOSED LIGHT FIXTURE CAN WATER PROOF RECESSED CAN HAN61NG CEILING 48 LI6HT Hi\LL SCONCE DIRECTIONAL RECESSED CAN <0 TELEPHONE OUTLET s~ I SWiTCH 3-WAY SWITCH DOOR SfiiTCH PUSHBUTTON a CHIME EXTERIOR BEACON LI6HT STONE VENEER DONNLISHTING TRACK LI6HTIN6 6ARA6E DOOR OPENER NOTE ELECTRICAL CONTRACTOR IS TO PROviDE DE516~N£T517';RIOP , - FOR A COMPLETE LI6HTIN6 AND POWER SYSTEM, INCLUDING ALL APPLICABLE CODE REQUIREMENTS, ---... f' BEDROOH ' I ~ \ 8 I. 2. 3. lb'-0" I PROVIDE POHER ,"d•lt:J LI6HTINS NHERE INDICATED, AND ,A.S'ADDITIONALLY REQUIRED TO M~ET CODE. PROVIDE SMOKE DETECTORS, PER APPWICABLE BIJILDIN6 CODES, HARD-WIRED. ' PROVIDE POHER TO ALL FIREPLACES PER MANUFACTURES SPECIFICATIONS I -AloL GE----- MA.NTI=I LOCATIOINS PER OHNER 1 5. COORDINATE LOCATION OF ALL HANGINq> CEILING FIXTURES HITH OHNER BEFORE INSTALUf'TION _}_ ___ · ' '--- I I \ ,-----~,:;::=::==:::;, _ ___, ____ _ ~ ' ...,;.. --+-OPEN . I II \ TO / / jY ... \BELOW / BY II \ / I \ / / \/ I BEDROOH I ' II //\ !•10 I I )_ ~-~~ n' \ ...... .... --- . ,_ I I I. -- ' ' ; -, ' ' STAMP OF RE:CORO · . ' ' .. ' . ' ' ;'l ' ' '' ( ' . ·-' . \. I I ' i ! ' ' I, ' ' ' ' I ' ' !' ' l ' ' ', ' ,-' :~ ' ' '' ' ' I eDt ! ' ' j i I _I ;"'-I Vi -' Q " ®t-- -' ' I -I I -~- I ' I WA4L -STEf' 12'-Q" i --c-.;,_ ______________ _ • 9 :n WALt.. STEP STEP -~0 ,l.'l t..Oc-ATJON 1--,---! I HEtSFIT RJ:, --------------------' ----------r------------------- I ' I i ~ ~~ ~---+- 1 -I_, ___ -----------------___ , __ -----------------------.----·- ' I ' I b _, "' (81'-5") dJ ~~_'_:_1_~---"qql"-fop ,,-;;-- sLAB ~ 1'\' It I~ I Sl"EP WALL STEP STEP I~ 1>4'-6"-- ! TOP' or SLAB -9'-G'J X :3'-D" X 10" 1/ FOOT!NG W!TH (4)-tl5 E.A.GH WAY Lj I '1'-Q" '18>'-3 B/4'' TOP OF ~LAB 4'-0" X 4'-D" X 10" , FOOTING WlTH (5):$t5 EACH vtAY " ---_____._ -----.... -r ----~ ~---- ·r -FOUNDATION Nor-e,, '-DATIJM ELEVATiON 100'-0" = 8385'-6". 2. [XXX'-X"] 1NDICA~5 TOP OF FOUNOATION ~LL Etj.EVATION, . . . . I B .. (XXX'-X~) 1NDICATES TOP OF FOOTJNe :ELEVATION! -' . , · -I . I 10, PLACE SLA6 ON GRADE ON STRUCTURAL 60MPAGTED NA '!URAL GRADE AS OUTLINED 1N S9ILS REPORT, UNt:.E5S OTHERHISE NOTED -ALL SLAB ON GRADES HITH 6><6 H2.1 X H2.1 0(f;LDED H!RE FASR.tc;;.., T REPORT. . . . . t ' I ' () J N I .(-., 4. CONTR.AC.10R SHALL FOLLOH ALL Rf!GU!REMENT5j L.ISTED !N s\:?JLS £! 5. CONTRACTOR.. SHALL. PLACE (3)-#5 \IERTIC-ALL. Y' A~ULL HEJGHT bF • I H.ALL AT HfGH S!DE OF ALL ~1-STEPS H!5HER AN 4•-o~ 1~ IL-CONTRACTOR TO COORDINA"TE ALL "D!I'-1ENSlON5 AND D!:ti"LS · , ADDITION TO .~LL REINFORCEMENT SHOHN OTHE 1 !SE. i WITH AR~HITEC:.Jl!RAL r:'RANINGS, · , II ' 6. t:'.LOp!<. ELEVATIONS sHO~ ARE A-f TOP OF SLA~. , '12. CENTER FOOTINGS UNOER. HA!-!...5 AND GOLUMN5 UNLESS . · ' ~ -·1 · i O!MENS!ONED OTHEft!tiii5E ON FOLJNO~T!ON Pl-AN. I , "1. FOOTING EL.EVAT!ON5 SHOWN ARE MAXIMUMS ANq MAY NEED ;TO . 19, REFER. TO ARCHITEC.TURAL DAAHIN:<:SS FOR SiAJR FloAMII~<S . I , 6E L.O.r!ERED DUE:TO SOIL C.ONDJTION5. VERIFY-_C(HANSES WlTH , AND LANDING SLAB ELEVATfONS. @~ ~-·-"k-~-'l---~ ~~ ____ -· ________ --~ _____ ~s~:~:~:~ _E.:~~~~~R. __ -_______ -____ J ___ .. -~·~" ·-·--· _ -·--· _ ---"-.. _______________________ -~..,.., _ '-·' ' ' ' ! : ,, I ' !5'-10" ' -------------------' -----------------------'C----t --' ' I ----· ------~ -~~--~ --------------------------·-..:._~--------~ ·--' ----------~--'-4 ---------------; --___ .. ---------- WALL STEP -,- ' Building Safety & Inspection Servk::ElS W'ld other data shai! reqllirl!ls tl:e ccnecucn of or from prcvellting buildrng vio!3tion or this code ()!of I --r---_------------' ---------L_------------------------------------------------' ____________________ ! _______ _ B'-6" l I ! FOOT1N& S'TEP -----~ -r·-. ·--~ .. ---------------- '' i I i ' I ' I ! ! ' . .,__,... ~---------~------ I -~---_J __ ------------~f---#1/:--', ___ - i i. ' 'I !--~ 1 • .-~·--r !1.2" ' ' 1 I ' -· ' '- 1 V'-.2 1/2'' I I ! : ' I ' ' I ' i '' ' ~LL ;STEP J -,· f-o--3'-D"X3-0"XIO"i L ___ .J FOOT1Ne v-t!TH -1 (4)-115 EACH WAY TOP OF SLAB '. I ' -------------~---------t----------- :e>'-2 !/.2' ' ' '' I ' T$ 4X4X$/!6 'GOLVMN FOUNDAT1ION PLAl'~ J/4''"" 1'-0" I ! I . I i)l ::.I ' '' ' "L' • ; .'f' , .. , ' .: ' ' ' ' . !'>SUE DATE "Ei<MI"l cau?-2rn f 1)U.\DAI)Ofl • 08-ZR 2CJ2 ' \3$UE S~J. :l i I I -: ' ,, 'i " -, ' '' ' I ' ; i 1 ' " I I ' .I '' I 2 3 \ • ' ' A. ROOF B1 PSF S 1 YP1CAL FlOOR 40PS~"' C EXTERIOR DECKJPATJO 81 PSF 0. E F. A 8 VVlND ~. BASIC WIND SPEEi:l 80MPH B 2 EXPOSURE F.A.RTHQUAKE ZONE I LIVE LOADS ARE REDUCED PER CODE IF APP<...iCABLE CONTRACTOR SKALL PROVIDE. ::;ooRD!NA TION FOR SPECtAL iNSPECTiONS OF "'l-IE C0:'4STRUCTION (PAID FOR BY OWNER) AS OUTUNED IN THE PROJECT SPEC!F1CA 1 fONS AND LISTED BELOW ~N CONFORMANCE WTH !HE PROVISIONS OF CHAPTER H OF Tl:IE UNiF'ORM BUlLDING CODE. SPECJALINSPECT!ON SHALe.. BE PROVJDED BY A QIJALIFIED SPEClAL INSPECTING AGENCY AS APPROVED BYiH:O:: LOCAL B01L!Jit-.G OFFICIAL THE FOLLOWiNG V\'ORK SHAcL SE INSPECTED BY 'rHE SPECtA.L INSI~ECTOR. SO:l. PREPA'RAfiO,\! ,. EARTI1WORK £.XCA\IA~!ON, F -.Ll~JG AND COMPAGTiGN !3;:;LOWFGOT!NGS AND SLAB 01-.J GRADE 2 co;~CRETE {I THE TAK1NG OF TEST SPEC,r,1ENS TO GE~f:RM,f,E COMPRE'~SIVE STRENGfH r. PLACEMENT OF REINFORCEMENT SPECIM lNSPEC! ION N~ED NOT BE COI'.:TJN~JOUS BUT tJiliST Be' DONE ONC2 PLA.CEMEI\iT IS COMPLETED ANL' PRIOR 'TO CLOSlN:J THE FORMS !TEMS TO BE CHEC!<ED lNClliDE 9AR SIZE GRl,DE, QUANTITJEG SPACnJG tAP SPuCE LOCATIONS. F.XCES3!V:O RL'IST. AND PR.OPER CONCRETE COVERAGE, c. EMBEDDED ANCHOR. BOLTS AND S..,.UDS SPECIA:.. 'NSPECriON SHALL BE DONE ON A COHTINUOUS B~SIS fTEJ\g$ TO er:;. ChECKED ARE PROPEf~ ANCHOR DIAMETERS, EMB::DMEN'" LENGTHS Sf!IACfNG BETWEEN ANCHOR$ EDGE iJ!S't'f>J'lCES ANi:\ t.)QNCRETE CC>NSOLIDATtON A.ROL!ND ANCHORS. 3 STRUCTURAL IA'ELD~NG a. ;!l.LL \1\fELDING SHA1..L RECEIVE CON LNUOVS SPECIAL 1NS?ECT,ON EXCEPT THE FOLLO\IVING; 1 ) VVELDING DONE IN AN P.?PROVED FABRlCATOR'S SHOP IN ACCORDANCE W!TH SECTION i 701 THE SPECIAl. INSPECTOR NEED NOT EE Cor-. TINUOLJSL Y PRESENT DURING V\t'ELD!NG or.:: THE FOL~OWNG ITEMS PROviDED THE MATER<ALS, QUALJFICAT!ONS OF V\/ELDING PRO:::f:DVRES AND ll.'ElDERS ARE VERif=JED PRIOR TO THE START OF V'JC.1RK. PERIODIC INSPECTiONS ARE l\!cADE OF VVORK 'N PROGRESS; AND A VISUAL INSPECTiON OF ALL \'\rELOS lS MADE PRIOR TO COMPLETiON OR PRIOR TO SHIPMENT OF SHOP Vv'ELDlNG. 1.) SINGLE PASS FiLLET V\IELbS ~~OT EXCEEDING 5i16" IN SIZE ~-) '1/\fl::I.Pit'l\:; Or ;:;TAin:.:l ""NO ~hlt.i!"{G O'l OT!::MO c THE VVE!..D!NG OF RE!NFORC1NG STEEL LA.RGER THAN f,.S BAR d THE Vl£LD1l'lG Ol" SPECIAl. MOMENT RESISTJNG STEE-FRA'v!ES. e lTEMS "TQ 8E CHECKED ARE THE CERTlFICA-lON Of" THE VIIELDERS. Vv'ELDtNG PROCEDURES. MATER!ALS, VISUA~ INSPECT:ON OF '.'VELD SIZE LENGTH, Qi.JALlT\', QJANTfTY AND SPACING A. HIGl-1-STRENG"'!"Ii BC .. 1l~lG n \1\fHILt:. THE 1/VCRK lS !N PROGRESS fHE SPEC<f\L INSPECTOR SHALL DETERMINE REQUlREMENTd FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTEC 'PARTS. AND INSTALLATION AND TIGHTENING IN SUCH S>ANDAHDS ARE MET S0CK INS?EC f!DNS MAY BE PERFORMED m-.1 A PER!OOIC B;\.,$15 IN ACCORDANCE: VVITH THE REQUIREMENTS OF SECTION '1701 5. T!iE SPECIAL iNSPECTOR SHALL OBSERVE THE CALI8RA TlON PROCEDlJI:<!ES WiEN s;JCH PROCEDURES PRE REQUIRED BY THE PLAI-{S OR SPEC IF'CATIQNS AND SHALL MONITOR -HE lf\:S TAtU• rJON OF SOL iS TO IJETERIV11NE THA1 All PdES Of CONNECl ED MATERIALS HA•IE B~EI~ DR.J\\;\N TOGEiH!::R ANC "'"HATTME SEl!!CTEO ~ROCEDURE IS PROPERLY USED TO TIGKTE'N ALL BOLTS. 5 STRUCTURAL tiASOI\RY <J PREf}ARAT,ON ANDTAKlNG OF ANY REQUIRED PRISMS 0~ TE81' SPECIMENS, ?L~CING OF ALL MAS:ONR:Y UNi':'G, 0 LACEMEN r OF REINFORC!:.MENT, lf~SPECTiON OF GROL> i S;:<,<J,CE PRIOR: TO CLCS N.3 Of CI.EAr\Od'S AND DURING All GROUTiNG OPERATIONS. L. S7RLIC'1"URAL OBSERVATIONS STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS Of' 1HE CON.STRUCT!ON SUCH OBSERVATIONS SHALL NOT REPlACE REQUIRED INSPECTIONS BY THE GOVERNING! AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BV CHAPTER 11 OF THE UNIFORM BUILDING CODE. FOUNDM T!ONS A MAXIMUM SOIL DESIGN PRESSURE 2500 PSF 8 CONTRACTOR 10 FOLLOW A\.L RECOMMENDATIONS IN 601l.S Ri:.PORT NO 102 233 BY HEPlfJORTH-PAWLAK GEOTECHNICAL, INC. DATED APR!L25, 2002 c: ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED, EX.A.CT BEARING ELEVATIONS SHALL BE VERIFIED IN THE F!ELD \'VJTH ACTUAL CONDITlONS BY CONTRACTOR WITH At:lPROVAL OF SOILS ENGINEER AND ALL BOTTOMS QF' FOQT•NGS SHALL 8E P. MINIMUM OF 48" BELOII'~ EXTERIOR GRADE. D. ALL FOOTINGS ARE TO EE PlACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER BACKFJLL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 01557 UNlESS OTHERWISE RECOMMENDED lN THE SOlLS REPORT. ft= SOFT SPOTS AR~ ENCOUN'TERE:D REMOVE SOIL AND R.ECOMPACT\'\!1TH APPROVED FILL (RE. SOIL i>E~ORT FOR DESCRIPTJCN OP SEA.R1NG SOli.) E CO!'o.:T~,t..CTOR SHALL BACKFILL EQUALLY ON EACI1 SiDE 0? fOUNDATION WALLS,~, 1Z 1NCH M:..Xtll:t..:M VERTiCAL LIFTS OR AS RECOMMENDED N THE SOILS REPORT REFER 1'0 SOILS REPORT1=0R BACKFH .. L MATERIAL, F. NO 8A,CKFlU •• •NG SHALL 8E Pk'\CED r.GNNST t-OWER LEVEl. WAL1.S UN71L THE LOVVER :...E.VEL FlOOR AND r,'!r'\lN lEVEL !"~COR ARC lN P~,.)\CC AND PROPE~Lv ANCHORED :.'::ONCRETE SLABS SHAl.L BE FRO?ERL Y CURED. G CENTER ALL FOOTINSS UNDERW1\LL8, CCt.U\'NS CR. GRID Ur~ES UNLESS OTHER\\1SE NOTED IJN PLANS H. CCN7KAC roR 10 PRGV1DE. i\T HJS 2<PENSE. flE~D D&NS:TYTESTS ON COM::JACTED ::J[.i •J,\iDER. f-OOT!NGS AND 'l',TERIOR SLASS-ON GRADE A MfNl!JIUM OF 2 REPRESEII:TATIVE TESTS SHAL~ 8(:;: TAKEN >-OR EA<~H FOOTING AND SLAB ON GRADE. ·'lCliFY SOILS ENGINEER VlHEN 'EJ,CAVATION ~S CO/V!PLETt':.'D $0 THAT CONUIT!ONS i'.tAY BE INSPECT~D PH!OR TO PLACEMENT OF ANY FilL OR COto:CRETE SLAB ON GRADE A THE SLAS ON GRADE SEL~C1 ED BY THE OWNER AT THE GROUND FLOOR LEVEL Of TtifS 8UJLO!I\JG HAS SOME R!SK OF' MOVEMENT. THE SLAB OP:riON CI-IOSEN AS Pf(OV!DING SUITABLE PERFORMANCE AT A REASONABLE COST REQUJRES 3 FEET OF OVER· EXCAVATED Fi!.L TO SE PLACED. REFERENCE THE PROJECT SOILS REPORT FOR SPEC1FlC REQUIREMENTS . 8. THE PREPARATION OF THE SUBGRADEfOR THE SLAB ON GRADE SHALL BE !N STR!CT ACCORDANCE \NlTH THE PROJECT SOILS REPOA:T REFERENCED ABOVE. l'HE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRJ:IDE PREPARATION REQUIREMENTS TO THE GEOTEChN 1CAL ENGINEER. C. MOVEMENT OF THE SLAS ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNE:CTED TO BOTH THE SI.AB AND OTHER PORTION$ OF THE SUPERSTRUCTURE:.lSOLAT10N DETAiLS FOR PARTlTlON WALLS, BASEBOARDS, PIPfNG AND OTHER JTEMS MAY 8!; REQUIRED. REFER TO THE APPROPRIATE DRA.\'I.~NGS OR CONSULT I/IJlTH THE R'ES"'ONS1BLE MEMBER OF THE DESlGN TEAM PRIOR TO CONNECTING !Tt:MS TO BOTH THE SLAB ON GRAD::: AND OTHER PORTIONS OF THE SUPERSTRUCTURE. CONCRET~ A ALL CAST-iN-PlACE CONCREfE SHAlL Bl.:. MADE \f,;1TH TYPE lill PORTLAND CEMENT, STONE AGGREGAfE AND SHALL SA-I$FY THE FC~;.O'J1fl~,,G REQUIREMENTS 1\nAx W/C RAT10 FOOTtNGS -3000 psi STD 300D P.>l STD 3000 psi S"'D I"OdNOATION WALLS ,)\lTERIOR SU\BS ON G~'<ADE 050 Q45 EXTERIOR CONCREtE("~ J 4500 ps1 s~D 8 c MAXIMUM SLUMP SHALL t.OT EXCEED 4" I~ L;ONCRf;TE SUPPUER PROPOSES USE OF FJ..YASH HE SHALL PROVJDE 0\'IINER \NlTH lETTER INDICATING COST REDUCTION AT TJME OF 810. THE MCDI.JLUS OF ELASTICITY o:= P.LJ.. CONCRETE SHAL\. E.XCEED wc1 5 33 ..fFC (OR S7,000 \PC NORMAL \iVE!GHT CONCRETE) CONTRACTOR SHALL SAV'VCUT OR TROWE1.CUT JOINTS IN SLABS QN GRADE JOINTS SHALL BE SPACED 15 FEET ANDSA'NCU7 OR TROVVELCUT 114 OF SLAB DEPTH X 31i6" \MOE \1\HHIN 12 HOURS AFTER POURING, CARRY ALL SLAB REINFORCEMENT THROUGH JOINT 0. $LASS, TOPPING, FOOTINGS, SEAMS AND WALLS SHALL NOT HAVE JOINTS IN A '"!ORlZONT.A,L PlANE ANY STOP JN CONCRETE \11/CRK MUST BE MADE AT THIRD POINT OF SPAr,t WITH VERTICAL BULKHEADS AND HORIZONTAL SHI:AR KEYS UNLESS OTHERWlSE SHO\NN. ALt. CONSTRUCT!ON JOINTS SHALL SEAS DETAILED 0.~ AS REVIEWED BY THE ENGINEER . E ALl (';QNCRETE WORK AND REINFORCEMF.NT DETAILING SHALL BE IN ACCORDANCE V\r1T!1 ACI BU!LO'NG CODE 318 LATEST EDITION, UNLESS NOTED OTHERVV!SE USE STANDARD HOOKS FOR 00~/f.LS UNLESS OTHERV\~SE NOTED ALL EXPOSED EDGES OF CONCRETE VVORK SHAlL HAVE 314 INCH CHAMFER B.§.~FORCEMENT A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMEIJ BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES. STIRRUP$ AND PLATE ANCHORS IJ\..H!CH SHALL BE DEFORMED BARS, ASTM DESiGNATION A81!i GRADE 40 ORASTMA706 GRADE 60 D WElDED VIIIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 85 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND ~RED TOGETHER. G POLYPROPYLENE FIBER REINFORCING SHAlL HAVE FIBER LENGTH COORDINAlE WiTH AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMEt-;DATIONS AMOUNT OF FIBERS SHALL BE A MINIMUM OF 1.5 LBSIYRD~ OF CONCRETE OR THE AMOUNT RECOMMENDED 8V THE MANUFACTURER V'.'HICHEVER !S GREATER. D. REINFORCEMENT PROTECTION· i CONCRETE POURED AGAINST EARTH 2" CONCRETE POJRED IN Fdf~MS {EXPOSED TO Wc.A THER OR f::ARTH} S. SLABS AND WALLS (NOT EXPOSED TO II'Jf0 THER) 2' 2' :l/4' E REINFORCEMENT PLACEMENT AND TOLERANCES SHALl BE IN ACCORDANCE WJTH SECTIONS 7 5, 7 SAND 7 7 OF ACJ 318. LATEST EDITION F NO SPUCES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR: AUTHORIZED SYTHE STRUCTURAL ENGINEER. i.J.P SPLICES. VIIHERE PERMITTED. SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #e BARS AN<:T SMALLER UNLESS 0-THERW!SE NOTED. MAKE AlL BA~S CONTINUOUS AROUND CORNERS. G. P!-A.CE TWO #5 (PER a• THIC~NESS! WITH 2'·0" PROJECTION AROUND ALL OPEN1NGS JN CONCRETE WALLS SLABS. ANO BEAMS ALSO PROVlOE T\1\'0 #!:i }( 4'-0" DlAGONALLY AT EACH CORNER . 7 ' 1 •) i2 H CONTINUOUS TOP AND SOH OM BARS !N WALlS AND BE"'-MS SHAlL BE SPLICED AS FOU.O'At'S· TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS MASONRY 8 c. D. E F G CONCRETE Sl OCK UNITS SHALL CONr"ORM TO ASTM C90, GRADEN. BRICK Sl-'..ALL FUL=ILlASTM C62, C215 OR C652. f\{IORTAR SH.ALL SEASTM C270 TYPES OR M MASONRY SHAlL CONSIST Of CONCRETE BLOCK WITH A MINJMUM COMPRESSIVE STRENGTh OFF M Of'" t 500 PSI BASED ON GROSS AREA "VALLS SHALL BE REINFORCED HORIZONTALLY AT16" ON CE:NTER INITH 9 GAGE M~NIMUM LADDER· TYPE REINFORCEMENT MEET!NG ASTM A82: MASONHY WALL RE!NFORCEt>J.ENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS UNLESS OTH:2RWISE NOTED, MASONRYWAL-.S SHALL-ALSO BE REINFORCED 1/Vl rH ONE #5 VER1"10ALLY AT WALl.: ENOS CORNERS, EACH SIDE OF DOOR OR WNOOW OPENINGS AND AT NOT OVER 2 FEET ON CENTER :tYPICALLY. REINFORCEMENT SHALl BE FULLY GROUTED IN PLACE GROUT SHALL DEVELOP 3,tl00 PSf IN 28 DAYS AND MEET ASTM C475 ALL CMU WAU.S REQUIRE A MINIMUN! OF 2-#5 !N BOND BEAM ABOVE ALL DOORS AND \f\l!i'JDOINS AT FLOOR A!'JD ROOF' LINES, AND TOP OF PA~APETS UNLESS OTHER\.'i!iSE NOTED. Rt::FER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOIN1 LOCAT10NS fi:._L ALl VOIDS AND BLOCK CELLS SOUDLY WITH A51 M C47fi GROUT FOR A DIS~ ANCE OF 24" BENEATH AN!:~ A r,mN!MUM o.:: 16" CACf1 SIDE Of AU OEAM REACTIONS OR OTI1t:H CONCENTRATED LOADS UNLESf. OTHERW1SE NOTED H C)JilJ SHAl.L BE FUL.!.. Y GRCUTED B~LCW GRADE. S rH:.."CTURP.l STESL 11. A' .. L STRliC.TIJRAl STEEL Sr<.ALL CCN"'ORM T<> />.S;'M t..~6 EXCEPr\1\'iD::: rLANGE SEAMS VVHICrl S~{AL~ CONFORM TO ASTM 992, (50 KSI) Al'\D E.XCEPl' PIPE COLUMNS \;VHIC"-1 SHA!.i. CONfORM TO ASTM A53 AND TUBE COLUMNS \0 P.STM A5:JO GRADE B U'."~"EBT EDfT!ONS STEE;_ SUPPLIER MAY PROVIDE r\STM AS72 GRADE 5() AT HIS OPTION MiSCELLANEOUS LMBEDDED l \EMS 8"-!ALL BE'. A35 S1EE:., ~ ALl3TRuCTUR.'\l 8':-LTS Sil/\1-l SE A:_l;2SfV L\lSTAl LCD TO A M'NIM\JM SNU3 TiGHT CONDITION ALL P.f\JOIOR SO:.:rs SHALl CONFORM TO ASFL/!A307 UNLESS NOTED OTHERI!V1Sj:; C STRUCTURAL STEE:L SHALL BE DETAILE"D AND !:' ABRICA TED 1N ACCORDANCE W.TH THE ~TEST PROVISIONS OF A1SC ''MANUAL OF STEEL CONS fRUCTION " D UNLESS CTHERIJV1SE NOTED, USE STANDARD FRAMED SEAM CONN~CT!ONS VVITH STEEL 9::JL TS PER A.ISC 'MANUt,l OF .STEEl. CONSTRUCTtON TABLE if-A AND/ORA1SC SWiP~ SHI:?.AR CONNECTION MANUAl WIT'.-! A 325-N BOLTS OR i\-'ELOEC• EQUIVALENT SELECT CONNCCT!ONTO SUPPORT 60% THE TOTA1.. VN\FORM LOAD CAPAC!TY FOR EACH GIVEN BEAM AND SPAN FOR NDN-COMPOStTEMEMBER.S. STEEL SUPPLIER MAY SUBMIT AL TERN.;>,TE CONNECT!ON DETAILS ACCOMPANIED BY CALCULATIONS STAMPED B'l fHE e\EG!STERED PROFESSIONAL ENGINEER RESPONSlBLE FOR THE CO~NECTJON DESIG\l l=CR ENGINEER'S REVIEW E. ALL If/ELDERS SHALL HAVE EVJDENCE OF PASSING THE AMERICAN 'WELDING SOC1E1Y STANDARD QUALIFJCATIONS TESTS AS OU1 i-•NED 1N AVVS·D1 !. F. MINIMUM WELDS TO BE PER AlSC TABLE J2 4 BUT NOT LESS T/1AN 3/"~6' ~ONT!N\JOUS r"fbt.!:':T U'NLC.60 OTM::O~\f\fl>::lt:: NQTI::D. G fOR ALL BEAMICO~..UMN OR BE,t;MiBEAM CONNECTIONS, PROVIDE HO"l.IZONTAl SHORT Sl01 S iN CONr"IIECTION MEM!3ER ONLY (I)I,'T"SEC'iiONS P-.NGLE.S OR SHEAR PLATES) H PROVIDE TEMPORARY BRACING AND PRECAWTJONS NECESSARY TO \MTHSTAND AlL CONSTRUCTION AND/OR YI"'ND LOADS UNTIL ALL FIELD CONNECTlONS ARE COMPLETED AND PERMANENT LATERAL GYSTEMS AND IJECY\S ARE iN PlACE. STEEL FABRiCATOR SH!I,LL NOT Ri:;CE!VE ADDiTINIAL COMPFNSA110N FOR SHOP DRAVVlNG TIME .::!'QR Ai'f'( REVISIONS TO ERECTION. DRAIMNGS NOR FOR ANY REVJStONS TO?!ECE DRAW1NGS PRIOR TO ENGfNF.;ER SAFPRO'JAL OF ERECTION DR:>.\o\lNGS J UNLESS OTHERWISE NOTED, lf."HE;NEVER MASONRY RESTS ON STEEL 6EAM!:l VVITH FLN~GES NARR0\.1\.'ER THAN ACTUAL MASON:\Y THIGKNESB, WELD ~/.1." THICK CONlll~UOUS F>LATE JO SEAM fLANGE \1\mH-l 01" PLATE TO 8E 112" NARROY'l/ER; TdAN MASONRY THlCKNEBS . .. NON-SHRINK GROUT SHALL BE PROViDED I BEWilEEN COLUMN BASES AND CON;'RE"l'E Oi·! MASONRY SUPPORTS, 2. BEn"VEEN BEAMS OR BEAM BEARING PLA-ES fiND CONCR!:~;"E OR MASONRY SUPPORTS 1 GROUT SHAU BE COIViPLETE AND HAVE: A M!N•MUM COrvlPftESSI._!f: BTREJ~GTH OF 5000 PSt PRIOR TO AOD!NG BU•LD rJG LOADS ABOVE \!\'ODD A A~L FRAMING AND TRUSS 1..Uivl8ER SHALL B~ DRY OOUGU S FIR, LARCH, GRAD EO BY \!VESTERN WOOD PRODUCTS ASSOCIP..T10N AND CCNFORM!NG TO UNIFORM BUILDING CODE AS FOLLOWS. 2' THICK-4" TO 6" WiDE f;JVALL SnJD ON!. Y) STUD Fb..: 700 PSI 2" TO 4" TH CK .. 6" AND WIDEr{ NO 2 Fb " 9::10 PSI 5" 11-IICK-5" AND WIDER NO 2 Fb::: 1250 PSi NOTED ALlOWABLE STRESSES ARE MlNtMUMS AND POR NONREPETJTVE USES PRIOR TO ALLOWABLE STRESS INCREASES ' B CRQVlDE CROSS BRIDGING NOT OVER 8 ON CEN'tER FOR AU, 2X \1\00D JOISTS AND 2X SOLID BLOCKING BEnNE EN JOiSTS AT .ll.LL SUPPORTS AND ENDS 0'= CANTILEVERS C FASTEN ALl WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE USC SCHEDULE TAB:..E. 23·!1.S·1l!NLESS OTHER\MSE NOTE) D LAMINATED SEAMS 1 ALL LAMINATED MEMBERS SHALL BE i=ABRlCArED OF OOUGLA.S FIR LARCH AT 'i2 PERCENT MO!STURE CONTENT !N ACCORDANCE \,'loiTf-1 \'VCUB AlL SIZES SHOV'L.t'N ARE NET 2 f..AMINATED MEMBER SHALl.. BE DJ:::TAILEDAND FABR,CATED IN ACCORDANCE V\1"1'HTHESTANDAR.D SPECIFICI\TlONS FOR THE DESIGN AND FABRlCA.T·ON OF STRUCTURAL GLUE LAM NA TED liMBER, LA TES'7 EDITJON AS PUBLISHED BY A lTC 3. PROVIDE UNITS CONFORMING TOAITC tP',24FV8, D F. FOR CONTiNUOUS MEMBERS AND CJ\NilLEVERS AND 24F'V4, o.r:. FOR SIMPLE SUPPOR.TMEMBERS. MEMSER~ SHALL BE: DESIGI'~ED WITH ZERO CAMBER \NITH TOP SURPACE ::LEARL v STAMPED ON EACt-i M~MBER f. ?1. Y\NOOD DECKANDIOR OF~IENTED STRAND SO,t...RD. ~ PANEL 1H'CKNESS SHALL BE AS SHO'J'JN ON Tl-IE DRA.IJ\.~NG APP!JC/\T!ON SH.e.LL BE IN ACCORDANCE Wlih RECOMMEND.'-',T!ONS OF THE AMERtCA:'\1 PLYWOOD ASSOCIA!fON 2 EACH PANEL SHAlL BE lOENTJflED WJ-H THE GRADE-THA.DE;MARI( OF 1HE AMERICAN PLlWOOD ASSOCIATION AND SHALL MEETTKE REQUIREMENT(' OF US PRODU::TS STANDARD PGI !.A TEST ED!TlON FOR PLYV\100!). /,Ll CANELS WrHCH HAVE ANY EDGE OR SURFACE PERM/\NENTLY E,\t;POSEDTO T'-1:::: ~\EA THER SHALL BE OF rHt:. EXTERIOR TYPE. j FOR .::!'LQQRING USE 314"T&G STliRD-1-FLCOR SHEATHING GLUE~ Ah>D !JA!LED \'\li7H 10~ NAILS AT6' ON CENTERA1.0!~GPANE. EDGES AND A112 J•'.ONG INTERMEDIATE GU 0 gORTS 4 FOR ROOF USE 5/8 \40'20 SP/,N RATJNG) EXPOSURE I SHEATH:NG NAILED 'h1Trt 10D NA'LS AT 4~ ON CENTEH A.ONG PAi-<EL EDGES AND AT 12" <~LONG lf\'TERMEDIATE SUPPORTS 5 EXTE'RfOR WALLS SHALL HA.VE. ONE LAYER OF 11.2" EXPOSURE! PLYVVOOD OR OSB SHEATH1NG NAILED AT 5" ON CENTER AlONG PANEL EDGES 6 FLOOR ANb ROOF SHEATHING SHALl BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WlTH END JOINTS STAGGERED 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCL!PS, TONGUE AND GROOVE PANElS O.R SOLID WOOD BLOCKlNG SUPPORTS F. WOODOECK H WOOD DECKING SHALL BE 3' NOMINAL T&G DOUGLAS-FIR LARC!-1 (E'=1,700,000 PSI, Pb:o1 ,45C PSI) \'li!TH R.ANDmi LCNGTH CONTINUOUS LAY-UP ALL PLANKS SHALL BE END MATCHED AND ALL P~NKS SHAll BE NAILED TOGETHER 1!\/lTHIN ONE FOOT OF EACH SlOE OF THE END JOINT, END JOINTS IN ADJACENT PLANKS SHALL BE A7 LEAST 4 FEET APART AND ENDJO•NTS lN ALTERNATE PLANKS SHALL BE MORE THAN 1 FCO'~' APART v-.H=:N IVEASURED ALONG THE SPAN OF DECKING EACH DECK COURSE SHALL BE SLANT ·NAt1.EO TO THE: 70(\JGUE OF THE ADJOINING COiJRSE WITH Sd NAlLS AT 24" ON CENTER WITH NAtL 1NG IN ALrERNATE COURSES OFFSET 15". NAIL EACH OECKtNG COURSE TO TtlE SUPPORT ~V!TH 2 NAILS~1 STRAIGHT, 1 SlANTED Vv'OOD DECK1NG SHALL BE: GLUED J.\1 THE GROOVE JOINT PER THE MANUFACTURER'S RECOMMENDATION Vlln H 40 PECENT GLUE COVERAGE PREFABRlCA fED WOOD MEMBERS SHt-.LLBE THE TtPE NOTF.D ON THE DRAWINGS AND SHALL BE "BCJ-JO!S f" AS MANUFAC1"URED BY BOISE CASCADE CORPORA TIOI'l ALTERNATES SHALL BE REVIE\NED BY THE ENGINEER TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD C~P.ACITY 1N BEN~ING, SHEAR AND DE1=LECTION EQUAL TO OR GREP..TER THAN THE S•ZE SH0\1\'1\i ON THE DR:A\NlNGS WEB BLOCKING AND BRIDGING TO BE AS REQUl!:iED BY <HE JOlST MAr\lUFACTURER LAMiNATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLL.OI.\':NG STRESS CAPAC!TlES, Fs = 2800 PSl, E = 2,000.000 PSI, Fe"' 7'50 PSL Fv= 285 PSI SUIL"" UP MEME!ERS SHA.LL BE CONNECTED !N ACCORDANCE V\1TH MANUFACT!JR!.:.RS RECOMMENDATJONS CONTRACTOR SHAL:. HAVE: T.-<E OPTION OF USiNG 3 1<'2" Oi!? 51!4" 1/ . .iDE MEMBERS tlQN-STRUCTliRAL EL~Mt::NTS A ELEMENTS SUCH AS NON-SEARING PARTmONS, ETC, ATIACHED TO AND/OR SUPPORTED SY THE STRUCTURE $HALL TAKE INTO ACCOUNT DEFLECTION$ AND OTHER STRUCTURAL MOVEMENTS. B · FIRE PROTECTION FOR ALL $TRUCTUR.".L PARTS SHJ\,.L BE FROVJD::'.D .!\NO SHAU. MEET ,A.LL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTUAAL DRAIMNGS STRUCTURAL STEEL MEMBERS SHALL 8E CONSiDERED UNRESTRAI~ED UNLESS 01HERVII!S:: NOTED, GENERAL A ENGINEERS ACCEPTANCE MUST BE SECURED FOR A!..L STR.UCTUR<\L SUBSitTUT!ONS. fJ VERIFY ALL OPENlNGS THROUGH Ft..OORS,OROOF AND WALLS WITH M:=:CHAN'CAL AN~ ELECTRICAL CONTRACTORS VERIF1CATION OF LOCATIONS, SIZES, UNTELS Al'.JD REQUIRED CONNgCTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY C PRIOR TO INSTALlATION OF MECHANICAL AND ELECTR•CAL EQUIPMENT OR OTHER tTEMS TO BE ATTACHED TO THE STRUCTURE ENGINEER'S APPROVAL OF CONNECTl:JNS AND SUPPORTS SHALL BE OBTAINED UNLESS SPECIFICALLY DETAILED ON ARCHI<ECTURALAND STRUC1"LJAAL DRAWlt-JGS. RESPECTIVE SUBCONTRACTOR SHALL FURN:S~ ALL YANGERS, CONNECTIONS, ETC, REQU,RED FOR INSTALLATION OF ~IS ITEMS. 0 PROVIDE All. EMSEODED lTEMS IN STRUCTlJRE AS NOTED ON ARCHlTECTURAL, MECHANICAl, ELECTRICAL AND STRUCTURAL DRA\VINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPIJER AND 1NSTALLED sv CONCRETE (iON TRACTOR. STEEL SHALL FULFILL ASTM A36 E PROVIDEASPHAL TJC MASTIC.COA'7!NG ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF A!..L CONCRETE REINFORClNG, STRUCTURAL STEEL, lAMiNATED WOOD FRAMfNG MEMBERS, WOOD JOISTS, AND METAL DECK. THE I\1ANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO \NRliTgN REVIEW OF SHOP DR..t..WiNGS \I\1Ll EE ENTIRELY AT THE R!SK OF THE CONTRACTOR. ' G WAlERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC. SHALL BE AS eHOIM<I ON THE ARCHITECTURAL DRAWINGS AND AS INDICATE:D lN ::Tt-:E SPECIFlCA1'10NS H ALl MASOI\.RY AND STONE: VENEERS SHALl BE ATTACHED TO INTERoOR AND EXTERIOR WALLS AS SPECIFJED IN SECTIONS 1403 6 4..2 ANO 1403 6 4.3 OF THE UNIFORM BUILDING CODE. . ALL DIME:NSIONSON STRUCTURAL DRAWiNGS SHALL BE CHECKED AGAINST FIELD AND . ARCHlTECTURAL ORAitvlNGS. J. ' CONTRACTOR SHALl. VERIFY AlL ASSUMED EX!ST1NG CONDITIONS IF CONDITIONS ARE DIFFERENfTHAN ASSUMED, NOTIFY ENGINEER. RE1 PLAN SEC2lQN J~ B/4'' " r -o" ' I 3!.B"X6'','><b" EMBED fE. 4'-0" HliH (2)-5!8>~ ¢ H.A.5. 8/8>" X 1'-A" X 1'-8"-·· ______ _o STEEL EMBED PLA!E H:TH (J0)-314'' ...P X 1.?" J"!.A.5 •s X ~lT 1'0"---,-----~, 6" ' . ,-c·-·1/;<1"' !SOLATION .JOfNT ' Sl..AB-0'~-GRADE WITH bXb ~"'i2.l X vt2, L JAI.H.F. SECTION 8 314""' 1'-0" 1/;2" CONCRETE TOPPINS l"L YWOOO FL<:>OR -:c:-c;cc! SHEATHINIS> Fl-OOR ..JOtST-~-,.-, R..E, PLAN BLOCK1NG ·-;;;:;-·-;--;;;;;;;;;;:,.~~ BXlO TREATED LEDeER HITH 5/8'· 4? X 6'' EXPANSlON BOLT AT !'-6" #6 AT 5" VERTtCAJ... #5 AT 1'-1,?" HORIZONTAL. !/.2 11 l50LATION--...c.,-, .JO!NT 4'' 5LA6-0N-SRADE ~ITH 6Xb !li2.! X W.H.F. 2" " •" • . '' .r-~o"" ~ONGRETE SLAB HITH #5 AT ! '-D" EAC.H Y-JAY (GENTER MAT lN SLAB DEPTH) B-D" •s AT 1'-0" X ~r -~+~--'-,.-,•5 .. AT 1'-6" X iL 10" 2X TREATED WITH !/2" ¢X ANCHOR BOL15 AT 2'-o" 3' CLEAR 4--'-f------·-'·-··-•OSAT i'-0' 'VERTICAl~ r------·112'' 15-.?:..ATlON ~JOINT r--"!""5LA6-0N-Gr<ADE J.-'{111-i 6Y..b N2,1 ,X H2.1 v-i H.t=. SECTION 4 3!4" ';:: 11-0" EXfERiOR HALL ~------~--'-11 WITH SHCATHINS 2X TREATED PLATE ··-'~:-.. .NlTK 1/2" ¢' ;< !0" ANCHOR SOL TS AT 2'-0" (2)-"5 CO'NYI!NU<:>IJ'; --~-'---'-1-f;·f!-'<> t/2" CONCREn: TOPF'ING ;--··--FLOC'R SHEA THINe \ ___ --···-·SI"F'S,ONt HiT HANGER b" ..,'L:--'·h~-CRAY-i.. ~PACE SECTION !::> E><.TERIOR ~iALL ----,-----41 !"11TH 5HEATH\NS :2X TR.EA TED PLATE --C--'"" h1TH i/:2" 4:> X 10" ANCHOR BOLTS AT 2'-C'1 t/2~ C.Or-.!C.RETE TOPPINS ~--F'~'c;>C)R SLJEATH!NS b" --·---(0)-•5 C.ONTJNUOIJS SECTION 0 3/411 "' !'-Q" 2X TOP PLATE Y~ITH. ~------., l/2~ ¢' X JO" ANCHOR 60L T AT 2'-0" f'>---'-~-c~lNTERIOR 1.-.tA.LL l/2~ 1SOLATION .JOINT b" -(\3),·"!3 CONTINUOUS' SECTION 1 B/4" = i'-0" B'-0" ::t5-AT 2'-0" X ~F ·' ('( DRlVEINAY -R~:::r=-:....:__:_ _ _:_tJ:S AT HID-HE!SHT (r+--·'--"--7"'5 AT 2'-0' X J ~ SECTj_ON 5/.d." = 1'-0" E>-.--n:RIOR STUD ------·~--11 V'tALL H1TH 5HEATHJNG (2)-#5 *"5 AT 2'-0" X bl-----'-'-----IHII• ~ 8" PLAN SECTION 2 :B/4" "' 1'-0 [XXX'-XX"l .. ' . 8" l-EGS ALTERNATE SlOES FL.OOR JOIST RE:t PLAN Y'IITH B•lt"'!PSON li't HANGER 1--if-"7---'-...,.-'-4t6 AT t'-0" VERTJC.AL .. ' ' :cL . #6X-/-AT 1'-0":---"---'--,. ·. ' !'-0" %AT I' >< L1J _:j D.. S3.1f I ' -I ' ·I ' 'I I 09/13/2002 08:35 0000000 • MONROE NEWELL PAGE 02/G3 Monroe & r-rewell JOB~__,t.&~··::::::V:t.L~::::.:::'.!J.f''::f1u_ __________ _ Engineers, Inc. SHIOI;TNO, ___________ _ CA~Cl!lATED BY c:::kh-c:: OF _____________ ___ OAT!; r-/3=-0.;z CH5CI<EQ ev·------~----DATE ________________ __ SCALE 00MMM00 0 ' : ! OMO~M-rM-.. _ ,,;.,, MMM ,iuo 0 0 i 0 : : (.oMM 0 O : • : , , , . 1 • ~ 6 ;ij~·;-, ...... , ..... T ....... .••. i. .. -·-~--.$-\~·~-·~ ·'i\·[J' lf~')lYjt~','"": ........ .:. ......... !. ......... ; .. " .! . . • ' I \ f f-J,<;j \\ ''':&'Jo ~:1\ ,o .i : ~ : •M••··-f· .. ··---~ &'~1-·~J r3~ . . 1 -t .. i:J">; . = : l ~ Ctlrt1lll!Jt11ty-D$velpp~t;· .. · ·~· · ·: ! :..-..... ; ......... L .... L ........ L ..... ;, ................. .. . i t. .L ..... L ..... 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I 3/4~ := l'-0" EXIERIOR Y..tALL ----·-'-·-ll WITH 5HEATH1Ne 2X TREATED PLATE HITH !12~¢ X 10~ Al,CHC>'<\ BOLT, AT 2'-01' !:i-5 AT l'-D" • • ' 10 • ., "--#5 AT l'-0' X)' "' SECTION 11 314" "" 1'-o" EXTERIOR v..LALL -'-"--~~--11 NITH 5HEA"fHINe 2X TREATED PLATE W!TH f/2"¢t >< 10~ ANC.HOR. BOLT A1' 2'-0" B/4" "' 1'-0" . ' • i SIMPSON IUT riAN6ER " C.ONGRETE SLAB ON 6Xb Yi2,1:XYi2.l ' ' ' 1'-0" #5 AT I '-0" ' ' ' I SECTION l B/4'· "' )'.:0'' ~---- 4."' • < • ~ .. ~ ·i ' 4' ... ' > I' " ~L ~ AT l'-0'1 X 1'-0" #5 AT !'-6~ , ' . TYPiCAL &TEF'F'EQ fOOTING DETAIL SECTION 8 B/4". = !'-0" I , • '·' . ' . .. SECTION \ ___ l<lleli:> IN5ULATION P.EJ ARCH. \ .. --c-•4 l/2" CONC.EF2.TE SLAB ON I i/2" METAL DECk HITH #::; AT !}-0" i::=AGH V\AY PLAN L4X4XI/4 0\ITH-----j 5/!Y ¢'X 5" ExPAN510N SOL. T AT :2'-o~ 3/4" ::; 1'-o" #5 6AR '-'-H"' .J.."l!TH l' .. on HOOK' LENGTH L., ___ i*S AT 1'-6" ,-C---'-'-'-'-+#5A~ 1'-6" X J~ ' ' "' ' ' 10" THREADED INSERT .. ·" • >. > li>-d·JI.·!-.'--'--,.."'--CONCRETE FOUNDATION YiALL RE, B/53.2 SECTiON 4 S/4'· "' 1'-o~ . ' ObX ~L AT ,1'-o":~"cc--C< 1'-0" ,c-------41b AT i'--4" Ho'R!ZONTAi_ FC~--,-112" lSOLAT!ON JOINT SECTION 5 3/4" "' 1'-a i 2X(TREATED) PLATEc,"ccc~~~ HlTH 112" ¢' X !O" ANCHOR BOLT AT 2'-0". c.,t-,--,."'---:·•sATi'-b" J l ,,.. SECTION 1 A" SLAB ON GRADE~---~-, 0UTH f;X6 l-'1.2JXYl2.l H.\AiP, SECTION 2 2X TREATED TOP PLATE ·--c<~ H!TH 112" 4> X !O" ANCHOR BOLl AT 2'-0" ~ AT 1'-6" -..---~-'7-"----:-c-1{ HORl.ZONTAL #5 AT 1'-6" X ,, .,· .. " • • > ' .• •, . ' 1501-ATJON .;JOlNT r-~-<>" SL..AE ON 6RADE NITH 6Xb N2,1XN:2.1 HJA.t.F. • > ' SECTION 3 B/4" "' 1'-o~ ·, ' ~'I' ' ' . .;-:~ \', \ t ..__) •;",,,_,' ,~;· J; ,c;.o· • d 1(•'1• <p_l,,,," - LL 0 I JOB#: 5698 J'ER~i T 03 01·2002" 'rOdNDA'r·O', 08 20·~00~ !S'SIJ(O Sl-lf'ET. 53.2 i t I, ' ' 0--· I (Dr- I I ~I "I b ) () " , ~ ,, I ) 11) N L-~---~-1---. ! ~~~ "~~:~:._/ • i N' "I ~I d"J i I DOHEL bw iNTO HALL ! 4 i/2" CONGRTE - ! SLAB ON I 1/2" ' METAL DEC:.K HITH I 6Xb 0QJ X }'.12.1 H.v.i.F' I . I ©-· I I ! 1/2" 15,,LI,TIOH ·-----·\ ---+--'i-1' --':ic: -~~-~C.R.fiT-E~~ ---· --- ON eRAVE !-'liTH 6X6 H2J X W2J WY>!.F. 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R.E, Pi...AN l I I" r-------i/2" f:;.TEEL PL/-.tE 1 1 I : , \ I I i \ ! I I ---TS COLUMN R.E.;, PLAN 11 ~' TS 4X4XB/16~~\\ , ; '" il'4 '\;• 1-· I , ('"_·_· ~;: ;~~--'4"111;·/:.~ •• i5c• ·1_ ······ · · ·· ······· -' ~f~s°F COLOHN DO><N ( . ' r-1-I A . ,I 'j--11:'>>2'""" T.JI/250 i I ' TS 16X4XI/2 / 5 ~ AT 1'-4" -, __ -~ · ,~'.... 114,, .5 ' \ '. i 1 1 ! i : I f===="'====r: =9lii iJ .---L1114" 3 SIDES HOOD STAIR--~ -•• ·-~ «>~ :, ~ ~~ ;,v i: '. i I I ·;;.._ ; ' ;t~ '' '' ' ~"' ,--~"· ·.,,·! f4-." vv ' "'-= -l '", : ,.... ; I ~~ '18'-B 3/4" ·: ~~ A lv TOPOF i, 'JifL.------...,.---,,.j·v~TS 4X4X3/16 -.If 1111 Ill COLUMN -~====~---~~~~~=-~=-. ..... " . ' ! ""c~;;j"---tltr-' ~ PL YHOOD ~ C!E!>'-3 3/4" I! '! .. 0 I 1111 :! TREAD AND -\ ---------.._ ..., _ .., DEGKINS -.. I o : I RE• ARCH. --"..!-I -:., I I \ --,..--,,, . / I . , , ' ,.:--" \\ \ __,<rc/ / I i \\ // \ _. "<"'~ i========/+1 =dl:, : ' ~~---r~-------_-------- 1 (4)·-2><6 COLUMN ' i-TOP OF PLYHOOD ~~~~-~~~-~ ~±'~-~ ' • '"/ \ ONL.. ..; ",.,i i : I ·-. --· .. 17 -l c-... -~-~:f-·---..J i ;'---·-.. ------- : r~= "< " ~-,::'L . _"'=? _/ . ·' i' ·-~ I 'I A ' I' ',~C: ~~~~ ~,!, //~ _ _,/~~;~~~< :1. L4XBXI/4 ANGLE --~1 ; : ~ li ~. WITH {4)-·314".:? A325N I I ' . :-,f--------~---------.. ------ ' ' ' ' WITH: !/:;?" dl WELDED f---·---------------------------------_i -------------~----i_ ___ --- ~ i : -~---_, ___ ----· ' I i _.-'-•' ! i ! @ I _._ ' ' • ~ -!--··········· ~I ---------- I .. 'k--···-----. i D I ··'f-----------· I ~ ' ·i"' Cl8'-0" I . ' FPUELNL. >-£·· ALLfn-tREADS AT STAIR _..t__ TREAD C-ONNECTIONS AND DECkiNS CONNECTIONS v-.!ELD (1YP) I ' ------ ' SECTION 2 ( \. I s-cTION ___ tf--~~~-~~~;,;;:g;;;; ]=~====r~~~Ff~-]·:~ ;'~ ~ i1:·~-~t:~fl/;5d _____ ---=--~~-:--~~ . i ,-. (!, : AT 1'-0" . .... -i -1 I , · ' -------------------41'-':--;·------------; . ~.;,~.;~·l;;;-., --I [":::~·----~~2-)_-~--:-~7":'~-~-',·~~-~L---~--"';) __ "!r~-~;;,:c ,, ,,,, ~~ ~"~~f'o,-o--N-L_Y _ _. ll'·q-------·------------------------------... ----------------·-----.. +---- i i ___ ':~·~·.-~ '250 . .. .. . \ <<;b'-l';,; " ' •. '> .• ! ••. •• .· / ----------· ... ---·------... -........... ----.. ----.. t--·-. 3/4" "' 1'-0" 3/4"t:,l·-o-, __ c_=...c__o_. ---1 ---------·---- : A I . . .. ,";•_', <!::, fi-' -----+(I ::IB::-J~-:-:-=":-=~~-~~-~-:-L-.· _· ------l{J~6~~l'0';:1N'"-'1'6 •••••••• • .\l• ·•···•·•··•• ~ '•r•·t· ~-.J;(~-=-il:ll, ~\ : -f1+-:i':~=;=-~:=:;:-:4-~~ · = : : · -····-··-·········· .. _·_· re 1 y • ~ I I l (B)-12" L.V.L. :::::: ·:: "' ::.:J:< .... > :: i I I i I <Cfb'-11"> -12" T.JI/250 12" T~l/250·---f.. AT 1'-4" ) I .'"' I :;: L ) "o1~N-L y-.t' II ! ( AT 1'-4" UP ONLY I 1TS 4X4X3/16 I !!" I !!! !!I i __ ; ONLY: ~--:- --41----f.;.(3;,;J_-.;.12_".;.L_.v_.L_. _________ I_ ~ -~ ~e I~~) ~J ~ 53.3 : ~~I I$ ! ~ 1 o...t.:~~ ~ I ~@I <"16'-11"> ----.. ------.. ·-1------.. -----. --------· ---· -·-------.. -------, -'-. -· . . ---... --... -.,. --.. '"'.. ... ------ ' i;/!i 1- (3)-12" LVL <GI:6'-Ii"> <<16'·-11"> (3)-12" L.VL nUP,N·I-.. -~,, ','J i / e,"'\_ ,' I /1s_ lf'"'<l'1-.t-jtl,.'',<"--., -12" T~l/230 'C7 il/" I. ', IU \( A1'1'4" ONLY! :¥ .. , ! x --.. -- Gf6'-ll B/4" TOP OF PLYWOOD . . ,f., .. • - - 5' O" PLATE , ~~1~ PLATE I ;;, 'cn=A:EMBED 5' 0'' ' . ! '!I ./""_ ... -t--UP ONLY ,-- CMU . .1;\BOVE , -(FI.JLL y .. .. - -;;; ~r~,;,: ; ~ ~=-:'::::eR~O;UTE;.D;:)~,,_: -:r--=~-=----t-=-~ ~ f= ---ONLY'-· ---, L, ' ! i • I i I ::::::==::::==:;-:=;===t====+===============~-. -T--.. -----....... ! <::f5'-9 B/4" TOP OF' SLAB ' I C-.. : ~0.'-Gf" I • .• I TOP OF : SLAB 0-+--~----------~-~ --·--~~--------~ --~ -----------··-.. ·---· ---.. ------------.. -~ ----1-- i I .. ' .. ~ . > -• • (b)-2J6 couifN • ! TS4X4X3/116_/ / COLUMN ' L ---- I • ! i I -EMBED! PLATE HI8>X40 <8CI'-b"> y4 1/2" C-ONC-RETE SLAB- ON I i/2" METAL DEC.K WlT\-1 ,r;,-x?. W? I X W? t W.W.F. ! : ..... ' I -.----J ' ' ' ' (5)-2X6~~\' . _____ C-OLUMN • ' ' .. ., i ! i .. -------... ---" --.... --------+ .. ·-------+-----......... -..... --·-· -----·---------------·------· ----------------j -----... ---------j___-----·-----... ----------------·--.. ------,._ ~J----......... ~-·---- 4" CONCRETE SLAB RE: PLAN ' ! . -.J- I ' l*-~~~\t P.) WELD ' ' '· ····... l ' i >.J .. ' f' I ~~·--------·•----~~~ -/'\( i : ··' i ... .. . ' ~ ~ v";:/' ' · / .. '~ ; - . / Ar/ __ -----------~~~~=~f\~----~-~::/ : // 1 / .~-"-----~-------------, ·_ 1 ·'-· ~ / ~ .. -.,JRF STEEL ! ~,..=--""''"' "'"'"' ~~ ; ! i ~,~;;;,xb_/ /I\ ! I==:±:= _;=_::::;===:::z~,P~'T v '· 2 ~~';;'L;:;:riN6ER ?. -~"-" .. //// '1., . i ' ' IMN "<;:"' \\\ "----TUBE-STEEL;'-sTA~R 1 I \ 5TR.tNe-ER REo PLAN WITH 1/2" ¢'WELDED 1 ; I ! ~:--.... [___...,------= I ALL-THREADS AT STAIR li : FTLOOR .JOISli B/8 -...,~ ~ TREAD CONNECTIONS AND I ftE, PLAN HITH _,/ DEC.K!N6-C.ONNEC.TJONS SIMPSON HU I UL ; ; iANGER ~ I ! I 11UBE STEEL~------"' iEAM RE· PYAN SECTION 4 3/4" "' 1'...0~ I SECTION 3 :3/4" == ~·-o· I I ' :v\ ' 12" T .JI/250 ~ AT !'-4" : • ) ~ c:;3'-3 3/4" TOP OF PLYWOOD ~ >: t- i ~ :_\'! 1 N ffl ' I -1J' :'101 v 1 i I ~ -, -!£! -., ' : ; (2)-12" L.VL 114"> /-r\ y :Iii ITS 4X4X3/16 1 C.OLUMN • il• ..1-iho.i-12" TJ!/250 ( :1!0 AT 1'-4' . qq'-5 3/4" TOP OF eRATE ' ' . ! .. :. . ,! ; ,:: ,, ... ··· ....=' ,--t-------------.. ---·-------------,---------· ------------------------------~ ! /:-, !\'-r'-1>'1 )-; 2Xb r~;,, ·;;MN ONL (2)-12" L.VL <c:j3'-5"> (3)-12" LV.L. ~ _; qs'-o 1/12" l : I TOP OF &RATE MAIN LEJEL FRAMING 1 PLAN 1/4" "' 1'-0" . . . z u 0 Z. f:. . . ~ ' -. ' . ' ' ' .''-'·' ; ~) ''-,_ :·· ' '' [) . ,-. -. JOB#: 5698 . ISSUE DATE PERMIT t\8--07-'?ftll? FOU!'-.'O.'ITION OB-25-2002 ISSJE PROGRESS 1D-02-200Z 100% CD 10--31 2002 SHEET. 52.2 '" 1- " Z· 0 u I ' ' • ' -! ! ; i ' I ' ' . ' ! ; ' ' ' ' • •I :! 1 I ! ._, I I ,; ' ' ' i / • (7\1- : \.!::./I i 0 ' +--·---~--------- 18'-4" : B'-Cf' : 24'-5" -----=--------~~----->t----------.:::C.:.-"------ 1 ' t-.. ~-~ -~-------t=::J~~=================-==tl Q! ' . -' ~I "'' ~' / '"~ //' -------_----- '· ,-· I -__ J..:... -------------- ------.-I ~(5)-:2Xt? / C.OJ..!UMN I . --_::m-i RE~ _ _,-·::Jilil ' #o rt -·~·-~ '-'• -i ----. -- o: \''i; //,,~ ' '·.,_ , I " .. ':------~- ----, ------ / ,........ (4}-2X6 / UP ONLY (4)-2X6 UP ONLJ ' ! /-UP ONLY ~108'-4 l/4">l (3)--12'' L.V.L; P-!8>X21 <108'-2 3/4"> (5)-2X6- C.OLUI'-1N H8X21 <108'-.2 :3/4"> 1'-0" ' " 1 ' I I . ----+:-:-------~--.- !13'-4" -----'-' ~liP\_.! ~-up I '-ONL:t" I :ONLY I ·---·I /___ /_ - I 15'-JO" ' ' ·-.--. ' (3)-2X!2 ~108'-5" TOP OF PLYV<{OOD r TS 4X4>G/16 I C.OLUHN 0 ' 8'-0" 0 20'-o~ i ___ .L_ __ WOOP FFSAMiNG NOTE:5, 2. 3. 4. 5. b 10. ALL HOOD FRAHIN6 JOISTS SHALL I3I: T ..Jt/250 TYPE ..JOiSTS AS MANUFACTURED TRUS .JOIST Mac..M~LLAN, lNG. ALTERNATES !SHALL HAVE EQUAL OR BREA TER C.APAC!iY ANl-"' 51-·t~LL BE: Rf:'VIEJAlED BY TilE ENGiNEER OF RECORD. "L.VL" !NDIC.ATES MICRO-LAM BE/\MS, AS MANUFACTURED: BY TRU5 .JCl!ST Mac.l'--iiLLAH, lNG-. ALTERNATES SHALL HA'ifE THE ;:.AHE OR GREATER -=:rAPACiTY AS US"l'E:D IN THE STRUC-TURAL SENE~ NOTES. [J .iNDIC.~TES GOLUMJ;j DOWN ONLY-MUL TlPLE 2X FRAl"''1NGi NOTED ON~--! fi INDIC-A 11::5 COLUMN UP A..ND DOHN UNLESS IT PEAR..S ON I CONCRETE J-{I!>,.LL OR '.'"OOTINe BELQJ ..... :, OR IT IS LA8Ei-EP LiP ONL ·r. < > lNDIGA.TES TOP OF BEAM ELEVATiON OR PLA":"E: H~!SHT ELEVATION. ~ 1Nr?IC,ATE5 ·rop OF STRtJCTI)RAL FLOOR SHEA.THIN'f ELEVATION. . I HEADERS SHALL BE (3)--2X8 UNLESS NOTED OTHERH!SE. ALL HEADERS SHALL BE BUlL T OUT TO 5 i/2'' (B !!2") HIDTH BY: ADDING PLYY-!OOD 5PACERS AS REGJIRED. ALL GOLU1'-1N5 SHALL BE (3)-2Xb UNLESS NOTED OTHERv-!.15-E. ' HOOD COLUMNS SHALL BE CONTINUOIJS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. . ' . ' ?ZZ7Z-7'riNDtCATES INTERIOR BEARIN.S IAIALL5. FLOOR ..Ji'J!5T5 BEARiN5 LOCATIONS SHALL LINE UP HtTH Sl1JDS BELOH. ! -~--,-- I IL ALL EXTERIOR. AND INTER.tOR BEARIN6 J--.IALLS SHALL BE j;ONSTRt.JGTED -------------·-L_ -=~~~~R~~~~-T~ ~XTERI::'R HA~~-DE~ AILS ~ -~~ ·---------· ... -·--------... ----------------------------------------.... --· ---·------------------- EXTERIOR 511JDS SHALL BE SPAC.ED 1'-4" FOR WA.LLS SH*TER · ! I -, ' " . f~ -I ! I ' I! . ' ---n"' I (5)-2X6_/ C.OLUI'-1N 0+ -~--.. -··-···· --... -.. --.. -----j· -------". ------------------------------------------, --' _._.j_ ---·--·-------------- I I I 0 -+-.. --.. --. ---.. -·-· ----__j__ ----.. -----------.. ·-------·-- ' I 77 l ----.. -_ -:r ' --·--'--------- TS 4X4X3/16 COLUMN REo S::Z.2 12'' T-ll/250=¥: i AT i'-0" I ' ----<P'------+-1 I i THAN 10'-0". STIJDS SHALL BE SPACED 1'-0" FOR HALL OR"1"'ER THnt-< 1-f'-o~ n:~D Tnt...l ... t:f".;. THMl"' 10'-o .. , ? 1/2 .. l...,v·.l .... ~TVD!:> ALL ot: ~D' FOR iAl..A,LLS TALLER THAN 14'-0''. !2. ALL BEAM/BEAM AND BEAM/COLUMN CONNEG-T>ONS SHALL!BE MADE Y-!ITH SIMPSON S'TEEL PL.A,TE CONNECTORS UNLES5 NpTI::D OTHERWISE. !3. R£, ARC.HITEG1lJR....6oL DRA.HINGS FOR LOC..-.ATION AND SIZEi OF ROUSH OPEN!N65 IN Y-k?OD 5nJD ViALLS . 14. REo ARCHiTEC-TURAL DRA.HINSS F-OR HANDRAIL AND ST A IFf' FRAMINS DETAILS. · I 15. ALL EXTERIOR HALLS SHALL HA\/E C.ONI"lNUOUS STIJDS FR0!'--1 PLOOR. TO FLOOR OR FLOOR TO ROOF (IN6LUDIN6 f.O"~A.KE ~-..JALLS}. ' 16. 12" L:v'L REFERS TO 1 B/4" X I~ 1/8" 2.0 MIC.RDLJ>,M AS MANLJPA.G'TURED I 6Y TRUS ..JOIST, OR EGIUIV.ALENT. ··------~ .. ------+---------------.'. ·---___ ::__--· .. ------.... ··- 1 17. REFERS -ro ADDIT!Ot..tP,L NAILINe ~QUIREHENTS :roR St-1EAR -----~•· ------· -----------· --+•·----• ·------• --•m-• ' ; __ _I (3)-5 112" LV.L. (GONTINlJOIJS) • .2XIO AT 2'-0" I ~:;:::L_~~--~ ___ , .. ----_j___ - ' HIOX30 RIDGE LINE ' t-· -+--==-----------~---+-----------+- ' ' 2X10 AT 2'-0": ~------l::l--..l..---!a(~3~)-~5~</~2~"~L~:~,,~-L~.3---+--e---_.~=~---------+--~ (C,ONTIN!JOUS) •·• I~ ; \I ___________ _J__ ____ _ ,---(5)-2Xb l // C-OLUMN I I / AT BEARING WA.LL BELCH. SEE PLAN ?OR NAILINS PATTERN. 104'-5" (4)-2Xb COLUMN TOP OF PLYHOOD 12" T.Ji/250 ·-- AT !'-0" ---r---· -- 12" T ..Ji/259 AT 1'-4": .. --: -· ___ .c.c_ .... ·--+--'--~· I :: . . r (5)-2Xb , COLUMN 1\NA!l-PL YHOOD i , 5HEATI-HNe AT ' ' 4'' SPACIN.S 01' Vl~' ' ' " /.1 1 ' ----1 £. -·· .. ~ ...fi'L._____.l!l!l·-,.,-_-_-_::_-_~~--=====:=-=----·~ -----~---------____,_______ --------------· ... ------------- \ \-TS 4X4X3/16 COLUMN [ ----I ' I I ' ! • (5)-2X6·j UP ONLY • N ~ 12" T ...11/250 AT 1'-4" UP_/ ONLT r '11 ~' ~i <104'-4 1/4"> (2)-12" L.V .L. _,.,,_ l ----------· --}t- )If---STAIR ---------------··--'-' ' v r-.. --,_, -.. -7 ,' Cl' -I XI Nl ! I iil' ' -=---=---=---=-=--=--=---=--=--=--- (ViALL ABOVE) )8!--0PEN TO BELOIAI RE: 522 ----h i ' ! j I~ --.---., ----- I ! :~ ' ' . i! ' " ' I -TS 4X4X3/16 GOLUMN I . UPPER Lf;vEL FRAM lNG 'PLAN li4" = !'-0" ,-, .... -I' '' _·,' z STAMP OF RECORD. JOB#: 5698 ISSUE DATE PERM'T 03{}f.:<'Gn.2 FOUND!l .. TION 01'.-25-2002 IS SUi" PROGRESS 10-1)2-2002 100% CD ",0.;31-2002 SHEEr: 52.3 i 'l I ' .i . ! ' ·! jl 9!--~~ --~~--~--QL~-~-~------------- lb'-4" 3'-.::f" 24'-5" -------'-7(-~~,(L-------·-~·-·--- (~ ! ~;' I '-l I . ' -~-r- , ' ' ! .j g?_ ___ _ 0 --+-----·-----~----115>'-4" ·--··---· '1'-0" 15'-10" 20'-0" 16'-0" I 0t ~--~~ ~ ~--~ .. __ t ___ .. 1 __ ~ __ •• lc_ ~ ~---~ ............. ·-·-· ~ -··-_ -·-· ~ __ . --· ~ ·----... ~ _ ~ . -~· .. __ L_ ... ·-·· .. ·--. ~ I __ .. --~ ... ---· ... ---L-~--~ I • I ()I ~I "'I I I ®+- i I I I i .... ""_ , .. ---------·-·:-----~-----------~--------·-----·-------.. ---·~ ------·-- ' i @- I --®+-+---~~----·--··-~·- i I • 9 Cj· I I I rr (3)-2XIO I I I 0-+ ~ 4--------· .. ·--~ ---·-.. -~·+---··-. ---· ~ -~----~ ----··--·---~ -··-.. j ~ ------f~ ... -··----.. -· ~ I I I -r-N.A:IL PL YK00o ; 1 SHEATHtNe AT'· i ~ 3" SPACIN6, ··:;_ i l ~- I I ' ' I "··-· .. --. "-· ~ ---~~----~----1·· --~ --.. --~ -+-----·-. I I _;. ', I l I I JSOOF FRAMING NOTES, I I. ROOF SHEATHING 5/8" (40/20 SPAN RATIN6). STAseER FfANEL END .JOINTS AND FASTEN r.!ITH IOd NAILS AT 6" MAXlMUt1 ALL EDOES J7ND 1'-0" MAXIJvfiJM OTHE~ SUPPORTS. I /... R.E, ARCHITECT FOR ROOF SLOPES _.A..ND BEARIN.S PLATE HEiet!-JT5 3. 4. 5. l. NOT NOTED. i .ALL HEADERS SHALL BE (S)-2XIO UNLESS OTHER.V,USE Non!:D. ALL HE.ADER5 SHALL BE BU:L T OUT 1'0 5 l/2u OR 3 1/2" ~'DTH ~,y ADDING PLYHOOD SH!~-15 AS REQUiRED. ALL HEADERS LONeER J"HAN 6'-0" SHALL. REQUIRE TWO TRIM ST!JD5 AND THO KINe STUDS EACH SIDE . ALt_ JOIST HAN6ER.S SHALf_ BE SJMPSON LSSU ilVt UNLESS OTHCRHlSE NOTED. I i'\LL BEAM TO COLUMN C.ONN!::CT!ONS, BOTH TOP />.NO f3()T10M SHALL USE S1MP50N PLATE GONNEGTORS UNLESS NOTED ' OTHER.V\t!SE ON DET A!LS. 1 I ALL EXTERIOR HALLS SHALL HAVE GON1'lNUOU5 S11JDS FR4:;1M FLOOR TO ROOF (INCLUDING R.Ji.KE J.AtA.LLS). I ' e-. RE' ARGHITI::CT FOR CHIMNEY SIZES AND LOC:..AT!ONS NOT /"OTED ON STRUGTIJRAL PL.ANS. OVER FRAH!NG SHALL BE 2Xb MINIMUM AND SHALL BE Pcbn::D DOJAJN TO MAIN TRUSSES ON A GRlD NOT TO EXCEED 4'-0"; X 4'-0" (16 FT2) 10. ALL COLUMNS SHALL BE (3)-2X6 UNLESS -oTHERHISE NOTEiJ. ' II. AL.L EXTER!OR AND INTERIOR BEARIN6 v-.IALL5 5hALL.. 6E <haNSTR!JCTED USING 2Xb S'WDS. REFER TO EXTERIOR HP-.LL DETAILS FqR ADDITIONAL fNFORMATJON. : ' I EXTERtOR STUDS SHALL BE SPACED I'-4M FOR J."iALLS SHORTER ----, ---TAJI!i\N·I~"': "'"'STDos--51'1ALct3E SPACEUI'=-V" FOR~ Sff,ORTER" ___ -----" -------·-·--------·---· -+----·-·-·--~----------------· .. -~----- THAN 14'-0" AND TALLER THAN 10'-0". 5 1/2" L.VL S"TUDS ISHALL BE USED FOR NALLS TALLER THAN 14'-0". ! 12-12" L.V.L. REFERS TO I 3/4" X II 1/4" 2.0 MfCROLAM AS MANUFAC-TURED lB. BY TRIJS ..Jc.JiST, OR EG?lJ!VALENT. 1 ;;;;:;;;;::;;;:; ... ::.~ REFERS TO ADDITIONAL NAILING REGU!REMENT51FOR SHEAR AT BEARIN6 JAIALL 8ELOH. SEE PLAN FOR NAILIN6 PATT'Eft:N. ROOF JOIST SCHEDULE TYPE / ..JOISTS :l!Xf2 LADDER Fj<AME AT 1'-0" ' I (2)-2XI2 AT ~'-0" ,__, MAX. SPAN HANBERS NA 51MPS?N HU i ' NA SIMPSON LSSIJ i NOTES 4 --~"----··---~---1------~ .,--- (2)-2XI2 ~~ I :1 .. I (.2)-2XI.2 NAtL PL YV>IOOD __): I ! • _,--... ! BENT SHEA THINe AT 1 ', T 4" 5PACIN<5 ' ' ' ! \ . --. -------'T)' ·-------··------,,------- ~~ ---·-·-----,,--- 2E> 533 \_5TUB COLUMN .. " i' \ '\_NAIL PLY!riOOD I 5HEATHtN6 AT ' 3-" SPACING ' ~ -· ~ ----~ ~ --~ -j_ -·-·- 1 ' I i ROOF FR;.6.MING PLAN 1/4" =-I'--D" -l_-'i "• .I-__ . z -< :f LL LL 0 I ST .... MP OF RECORD· JOB#: 5698 ISSUE DATE PERMIT \'dl-01-2002 FOUNDI'\TION CB-26-2002 ISSUE PROGRESS 10-02-1002 \00% CD 1iJ.-31<!DD2 SHEET·- 52.4 } I I I i I I I ' \ .i ' ' I I I ' ! I I i I I I . I I i i I I ' ,I '>'' /) GENERAl NOTES LIVE lOADS USED IN DESIGN; A ROOF B TYPICAL FLOOR c EXTERIOR DECK!PATIO D. V\OND 1. BASIC WiND SPEED 2. EXPOSURE E EARTHQUAKE F LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 81 PSF 40 PSF 81 PSF 80MPH B ZONE I 2 TESTI'lG INSPECTiONS AND OBSERVATIONS· 3. 4. 5. 6. A CONTRACTOR SHALL PROVIDE ~OORDI~ATION FOR SPCCIAL INSPECTIONS OF l HE CONSTRUCTION (PAID FOR BY 0\NNER) AS OUTLINED IN THE PROJECT SPECIFICATIONS AND USTED BELOW IN CONFORMANCE I!JlTH THE PROViSIONS OF CHAPTER 17 OF THE UNIFORM BUILDING CODE. SPECI.A.L INSPECTION SHALL BE PROVID!:D BY A QUALIFIED SPF:CIALINSPECT!NG AGENCY AS APPROVED BY THE LOCAL BUILDING OFFICIAL. B THE FOLLOVVING VVORK SHALL BE INSPECTED BY 1HE SPECIAL INSPECTOR. l. SOIL PREPARATION ;~ EARTHWORK ~XCAVATION, FI,.L:NG AN:l f:OMPACTJON BElOW FOOTINGS AND SLAB IJN GRADE. 2. CONCRETE a THE T1\t<.:ING Oi f:::Sl SPEC:tJlENS TO OETERM'',iC COMP~ESSNE STRENGTH. n. PLACEMENT OF REINFORCEMEN: SPECIAL INSPECTiON Nt.:E..D NOT BE CONTINUOUS, BUT MUST BE DONE ONCE PLACEME't" TIS C0MPLE7ESI AND PRIOR TO CLOSiNG THE FORflS 1TEI11S TO BE CHEG"\ED !NCt.UJE St>.f""{ SIZE', GRA.DC:. QUANTITIES. SPACING. U>..P 8°1_1:::;~ L08AT!ONS EJ\CESSIVt'- RUST, .;ND PROPER cc;,~CRETE COVER..AG~. ;;. EMBEDDED ANCHOR BOL iS AND STUDS SPECIAL •NSPECT:O:-c: SHt-~l.l CJCC DONE ON A CONT~NUOUS BAS•S.ITEMS 10 BE CHCCKED ARE PROPER Af'.ICHOR DIA),IlETERS, EMBEDMENT LENGTHS. $»ACING BETINEEN ANCHORS, EDGE DiSTANCES AND CO~CRETE CONSOLiDAT!ON AROUND ANC!-IORS. 3. STRUCTURAL WC:LDI:-<G " ' ' ' ALL VVELDING SHALL RECEiVE CONTINUOUS SPECIA!.INSPECTION EXCEPT THE FOLLCV\ilNG· "!.) WELDING DONE IN AN APPROVED FABRICATOR'S SHOP 1N ACCORDANCE WITH SECTION t701. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING INELDING OF THE FOLL0\1\ilNG iTEMS, PROVIDED THE !\!1ATERIALS, QUALIFICATIONS OF V\IELDING PROCEDURES AND VVELOERS ARE VERIFIED PRIOR TO THE START OF \IIJORK: PER!ODIC INSPECTIONS ARE MADE OF WORK !N PROGRESS. AND A VISUAL INSPEC"TION OF ALL WELDS IS MADE PRIOR TO COMPLETiON OR PRIOR TO SHIPMENT OF SHOP WELDING. 1.) SINGLE PASS FILLET \/VELDS NOT EXCEEDING 5116"' IN SIZE ? ) \J\11=1 f"\11\lt:: f""ll= <::TAIRf: ANn RAH 11\JG. SYSTEMS THE \NELDING OF REI!\=ORCING STEEL LARGER THAN #5 BAR THE WELDING OF SPEClAL MOMENl RESIS-:-ING STECL FRA.MES. ITEMS TO BE CHECKI::D ARE THE CERTIFICATiON OF THE V./ELDERS. \1\!ELDING PROCEDURES. N'.ATERI.t.LS. VISUAL !NSPt:CTION OF WELD SIZE, LENGTH, QUALITY. QU.t\NT!TY AND SPACING 4 HIGH-S7RENGTH BOLTiNG a IJI/rliLE THE WORK IS I~ PROGRESS THE SPECIAL iNSPECTOR SHAU DE.TER~INE REQUIREMENTS FOR BOLTS, NUrS. WASHERS AN~ PAINT· BOLTED PARTS; AND !NSTALLA!ION AND TIGHTENING IN SUCH SlANUARDS ARE MET SUCH INSPECTIONS MA.Y BE PERFORMED ON /1 PERIOWIC B.ASIS IN ACCORDANCE WlTH THE REQUIREMENTS OF SECTION 1701.6 THE SPECIAL INSPECTOR SHALL OBSERVE THE CALIBRATION PROCEDURES 'M-IEN SUCH PROCEDURES ARE REQUIRED BY THE PLANS CR SPEC1FiCAT:ONS P,N:J SHALL MONITOR THE iNSTALLATION OF BOLTS TO DETERMINE THAT ALL PL:Es OF CONNECTED MATERIALS HAVE REEN DRAwt; TOGETHER AND THAT Tt--,E .SELECTED f'HOCEDURE IS P?OPEHL Y USED TO T:GHTEN .AU. SOL TS. 5 STRUC rJRAL MASONRY a PREF'.A.~ATiON AND TAKi~G Clf" i·NY RECUIRED PRtS~J!S OR TEST SPECIMEN0, PLAC!"-hJ OF Al 0... MASONPY U"ltTS, PLACEMENT OF F:.EINFORCEMENT, lt~SPECTIO~ CF GROUT SPACE PRIOR TO CLOSiNG 0-" CLEANOUTS Af\00 DURING ALL GRO\..ITit~'3 OPERATIONS C. STRUCTURAL OBSERVATIONS t. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION. SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTJONS BY THE GOVERNING AUTHORITIES OR SERVE AS "'SPECIAL INSPECTIONS' AS MAY BE REQUIRED BY CHAPTER 17 OF THE Ur-,JIFORM BUILDING CODE. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 2500 PSF B CONTRACTOR TO FOLLOW All RECOMMENDATIONS IN SOILS REPORT NO. 102 233 BY HEPWORTH-PAWLAK GEOTECHNICAL. INC. DATED APRIL 25, 2002 C. ALL fOO fiNG BEARING ELEVA T!ONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFitD IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTCR V\~TH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF4B" BELOWEX1ERIOR GRADE A:...L FOOTINGS ARE TO BE PLACED ON FIRM UNDISTURBED. NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY ThE S01LS ENGINEER. BACkFILL SHALL FlE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 01557 UNLESS OTHERWISE RECOMMENDED IN THE SOI:...S REPORT IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACTWlTH APPROVED FILL iRF SO:L. REPORT FOR DESCRI?TION OF BEARING SO!l). E CONTRACTOR SHALL BACI<Fill EOJALLY ON E.ACH SIDE OP FOUNDA1iON WALLS 1N "12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE S0:'-8 RL:PORT REFER TO SOiLS REPORT FOR BACKFILL ~v!ATERiAL F NO BACKFILLING SHALL BE PLACED AGAINSl LO'l\-'ER LEVtl WALLS UNTil THE L·JW::OR LEVE:L FLOOR AND MP..IN LEVEL fLOOR ARE IN Pl.A.CE AND PROPERL f ANCt~ORED CONCRETE SLABS SHALL bE PROPERLY CURED. G CENTER Ai...L FOOTINGS Uf.JDER WALLS. COLUMNS OR G.''<.ID i.I~~ES Ur-.!l.ESS OT'1EiiW.SE NOTED ON PLANS. H. CONTRACTOR TO PROVIDE, AT HiS EXPE':NSE F!E.D DE:NSI f"Y 1ES1S ON C0i<J1PAC-t ::-.0 FILL UNDER FOOTINGS AND :r<.ITERIOR SU·.BS-ON-GRADE A MINIMU)'..,~ Or' 2 REPRESEN fATIVE TEST$ SHALL BE TAKEN FOR EACI-I FOOT!NG AN:) SLAB 01\ GRADE. I. 1\;0TIFY SOILS ENGINEE.R \!\>HEN EXCf\VATION IS COMPLETED SO THAJ GONDi7:0~S r<,t.Q.Y BE INSPECTED PRIOR TC PLACEW.ENT OF ,6..NY F1LL OR CONCRETE A THE SLAB ON GRADE SELECTED BY THE OV..NER AT THE GROUND FLOOR LEVEL OF THIS BUILDING HAS SOME RISK OF MOVEMENT. THE SLAB OPTION CHOSEN AS PROV~DING SUIT ABLE PERFORMANCE AT A REASONABLE COST REQUIRES 3 FEET OF OVER- EXCAVATED FILL TO BE PLACED. REFERENCE THE PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS. B THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE I~ STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECH~ICAL ENGINEER C. MOVEMENT OF TdE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS f"v1AY BE REQUIRED. REFER TO THE APPROPRIATE DRA\.'1/lNGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRtOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. CONCRETE A ALL CAST-iN-PLACE CONCRETE SHALl BE MADE WITh TYPE JLl! PORTLAND CEMENT, STONEAGGREGATEAND SHALL SAnSFY THE FOLLOWING REQUIREMENTS· ,C_ONCRETE ITEM FOOTiNGS FOUNDATION WALLS INTERIOR SL.ASS ON GR.t.OE EXTERIOR CONCRETE \ u i PC MfX TYPE 300:1 psi STD 3000 psi STD 3000 psi STD 4500 psi STD "* MAXIMUM SLUMP SHALL NOT EXCEED 4' M/\X V~!C RATIQ 0.50 0.45 6%-3% 8 IF CONCRETE SUPPUER PROPOSES USE OF FLYASH HE SHAL~ PROVIDE OWNER WITH LETIER INDICATiNG COST REDUCTION AT TIME OF BID. THE MODULUS OF E..ASTICITY OF ALL CONCRETE SHALL EXCEED WC 1 5 33 -JFC (OR 57 000 'iPC NORMAL V\/EiGHT CONCRETE) C. CONTRACTOR SHALL SAV\fCUT OR TROVI!ELCUT JOINTS IN St..ABS ON GRADE JOINTS SHALL BE SPACED 15 FEET AND SAV\ICUT OR TROV\.'ELCUT 114 OF SLAB DEP"7H X 3116' VVIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SlAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP lN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN W!TH VERTICAL BULKHEADS AND HCRIZONTAL SHEA.R KEYS UNLESS OTHERWISE SHOVVN All CONSTRUCTION JOINTS ShALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHAL ... BE IN ACCORDANCE VVITH ACt BUILDING CODE 318 LA TEST EDITION. UNLESS NOTED OTHERV\11SE USE STANDARD HOOKS FOR DOV\IELS UNLESS OTHERV\.~SE NOTED ALL EXPOSED EDGES OF CONCRETE VVORK SHALL HAVE 3/4 INCH CHAMFER:. REINFORCEMENT A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMII\IG TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLP.TE ANCHORS V\JHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60 8 \J\/ELDED \MRE FABRIC SHAlL CONFORM TO AST.\11 A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE \NITH AGGREGATE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. AMOUNT OF FIBERS SHALL BE A MINIMUM OF 1.5 LBSrYRD3 OF CONCRETE OR THE AMOUNT RECOMMENDED BY THE MANUFACTURER WiiCHEVER IS GREATER. D. REINFORCEMENT PROTECTION: . 1. CONCRETE POURED AGA!NST EARTH 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EP.RTH) 3 SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3" ,,. 3!4" E REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7 SAND 7.7 OF ACI318, LA. TEST EDITION. F. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LA.P SPLICES. \JIJHERE PERMITTED. SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR tiS BARS AND SMALLER UNLESS OTHER\/VlSE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. G. PU\CE TVItO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENiNGS IN CONCRETE WALLS, SLABS. AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DlAGONAll Y AT . EACH CORNER. 7. e 11 . 12. H. CONTINUOUS TOP AND BOHOM BARS IN WALLS AND BEAJI!.S SHALL BE SPLICED AS FOLLOINS: TOP BARS AT MIDSPAN. BOTTOM BARS OVER SUPPORTS. MASONRY A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90. GR"'DE N BRICK SHALL FULFILL ASTM C52, C216 OR C652 MORTAR SHALL BE ASTM C27D TiPE S OR M. B MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A M"NIMUM COMPRESSIVE STRENGTH OF F'M OF 1500 PSI BASED ON GROSS AREA. C. WALLS SHALL BE REINFORCE~ HCRIZO~TALL Y AT 16" ON CENTER WiTH S GAGE MINIMUM LAD!JER-TYPE REINFORCEMENT MEETING ASH/I A82 MASONR':' WALL REINFORCE~EI\ T HORIZONTAL REiNFORCING SHA~L BE CONTINUOUS AROUND CORNERS D I!Nl ESS OTHER\fv'!SE NOTED, ) • .1ASONRY WALLS SYALL ALSO BE REINFORCED Vll!TH ONE #5 VERTICALLY AT WALL ENDS. CORNERS, E.A.CH SIDE OF DOOR OK WiNDOW OPENINGS AND AT NOT OVER 2 FEET ON CENTER TVPICAU.Y REINFORCEMENT SHALL BE FULLY GROUTED \N PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS .AND MEET ASTM C476. E. ALL CMU WALLS REQUIRE A MINIMUM OF 2.-#5 IN BOND OEI\M ABOVE ALL DOORS ,\ND l!\llNDO\JVS, .A,T FLOOR AND ROOF LINES. AND TOP OF PARAPE;S UNLESS OTHER\NISE NOTED. F REFER TO ARCHiTECTURAL DRA\l\iiNGS ~OR CONSTRUCTIO',' JO:NT LOCATIONS. G. I'" ILL ALL VOIDS AND BLOCK CELLS SOUDL Y WITH ASTM C476 GHOUT FOR .A. DISTANCE OF 24" BENEATH AND A MINIMUM OF 16"' EACH S'DE OF AO..~ 68\M REP.CT 10NS OR OTHER CONCEN1 Rt, fE:D LOADS UN:..ESS OTHERVVISE NOTED H CMU ShALl.. 6E FULLY GROUl"ED t!t:.Lm"J G"ADE. PROVIDE MASONRY TIES \·\li-lERE MASONR'r ABUTS CO~CRETE. STRU:TURA .. STCE..l A. ALL STRUCTURi-1\... STEEL SHAle. CONIORM TO ASTM A36 EXCEPT WIDE FLl\NGE 8EAr1-!S WHICH SHA:..L CONFORiV TO ASTM 992, if.>O t<SI) AND EXCEPT 0 1Pf: C:JLUM~><S WHICH S!-!All CONf-ORM TO ASTJ\.~ P-.53 AND -uB!:: COLUMNS TO ASTM A500. GRADE 8. LATEST EOITlONS. STEEl ~.UPPLI'.:':R WAY F'RCVIDE ASTM A572, GRADE 50 AT HI~> ;)f"TJON, M!SCE\..l.ANEOUS E~BED:JED !TEMS Sf-' ALL BE ..436 STE~L. 8 AU. STR"JCTURAL BOLTS SHALL BE A325~ INSTALLEO 70 A fi!'·NIMi.J!\f. S~lUG Tlc;HT CONOliiON. r\LLA.NCHCR BOLTe'; SHALL CCNFORM TO ASHJ1 A307 UNL~SS NOTED OlHERWlSE. C STRUCTURAL STEEL SHALL BE DETAILED AND FA.BR:CATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF i\ISC "MANUAL OF SiEEL CONSiRUCTlON."' D. UNLESS OTHERVVISE NOTED, USE STANDARD fRAMED BEA.M CO~<NECTIONS WITH STEEL BOLTS PER AtSC "MANUAL OF STEEL CONSTRUCTION TABLE II-A AND/OR A:SC SIMPLE SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVA;.ENT SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. STEt:L SUPPLIER MAY SUBMIT ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULP-.TlONS STAMPED BY THE REGISTERED PROFESSiONAL ENG:NEER RESPONSIBLE FOR THE CONNECTtON DESiGN FOR EI\:GJNEER'S REVIEW E ALL \\~ELDERS SHALL HAVE EVIDENCE OF PASSlNG THE AMERICAN WELDING SOCIETY STJI..NDARD QUALIFICATIONS iESTS AS OUTLINED IN AVVS-01 1. F. MINIMUM \NELDS TO BE PER AISC TABLE J2 4 BUT NOT LESS THAN 3116" CONTINUOUS FILLET UNLESS OTHERWtSE NOTED. G FOR 1'\LL BEAMICOI_Urv':N OR BEAM/BEAM CONNECTIONS. PROVIDE HORIZON1AL SHCRT SLOTS IN CONNECTION MEMBER ONLY (INT-SECT!ONS. M..:GLES OR SHEAR P~TES) H. PROVIDE TEMPORAi\Y BRACING AND PRECAUTIONS NECESSARY TO WiTHSI"AND AlL CONSTRUCTION AND/OR WND LOADS UNTIL All FIELD CONNECTIONS ARE COMPLE1ED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE !N PLACE STE:.EL FABR,CATOR SHt~LL NOT RECEIVE ."'\UDIT;Oi\!AL COMPENSATiON FOR SHOP DRAV'JING TIME e::QRANY REVISIONS TO ERECTION DRJI..VV1NGS NOR FOR t\NY REVISIONS TO P!ECE DRAW•NGS PRIOR TO ENGiNEER'S APPROVAL OF ERECTION DRA.W!NGS. J UNLESS OTHERII\~SE NOTI::D, ;f.!l-i:::NEVER fi,~ASONRY RESTS Ohl STEEL BEAMS WITH FlANGES NA.RROVVER T"HAN ACTUA'.. MASO\IRY THICKNESS, WELD 114" :-!·'ICK CONTiNUOUS PLATE TO BEAM FLANGE:. '1\~DT!l OF PLATE TO BE. 1 i2'" i\I.ARR0\1'.-ER THAN r,itASONRY THICK'-.JE~~S ['J::JN·SHH NK GROUT A NON-SKRIN.'< GrWUT SHALL BE f~ROVIDED 1. BET\i'IIEEN 80LUMN BASESA.ND CONO:RETE. OR tv1ASONR~' SUPPOR fS 2. BETv"VE'Ef'-' 9EAMS OR BEAM 8E':ARING PU.. fF.'3 N~D CONCRE7!:: ()i-t MASONRY" SUPPOR:S 3. GRO'..f! SH.AL:... BE. COMFLE-:-E AND HAVE A fvii"JIML:f\ii COMPRESS!\IC: Sl"\t:NCTH o;-6:JCO PSI PRiOR TO P..:JD NG BCJILDING LOADS P.ROVf:' A ALL FrtA/",~ING Af\:D THUSS LU>JIBER SHALL BE DRY DOUGLAS FIR, l.ARCH. GRADED BY Vl;'ESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMIN'3 TO UNIFORM BUILDING CODE AS FOLLOVVS· 2" THICK-4" TO 6" 11\/iDE (v'VALL S'UD ONLY) STUD f'b"' 700 PSI 2" TO 4" THICK-6" AND WlDER NO 2 fb"' 900 PSI 5"THICK-5"ANDWIDER NO 2Fb= 1250PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRiOR TO ALLOWABLE STRESS INCREASES B. PROVIDE CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X VVDOD JOISTS AND 2X SOLID BLOCKING BETV\IEEN JOISTS AT ALL SUPPORTS AND EN <:IS OF CAI\TiLEVE'RS. C. FASTEN ALL WOOD MEMBERS \!\11TH COMMON NAILS ACCORDING TO THE UBC SCHEDULE TABLE 23-11-B-1 UNLESS OTHERVIIISE NOTED D LAMINATED BEAMS 1. ALL LAMiNi\TED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LAR~H AT i2 PERCENT MOiSTURE CONTENT IN ACCORDANCE ~1\f!Tt·l \11./CLIB ALl. SIZES SH0\1\IN ARE NET 2 LAMINATED MEMBO::R SHALL BE DET.41LED AND FABRICATED IN ACCORDANCE WiTH THE SfANDARD SPECIFICATIONS FOR THE DES!GN AND r'ABRICATION OF STRUCTURAL GLUE L/l.MINATEO fiMBER.LATEST EDiTiON AS PUBliSHED BY AlfC 3. PROVIDE" UNITS CONFORMING '0 AITC 117, 24FV8, D F FOR CONTINUOUS MEMBERS Af,;D CANT1LEVER.S AND 24FV4. D F FOR S 1MPLE SUPPORT MEMBERS. MEMBERS Sf-lALL BE OES'GNED WITH ZERO CAMBER 1J',o1TH TOP SURF1\CE ClEA.R.L Y STAMPED ON t::ACI-i MEMBER E PLYWOOD DECK A.NJ/OR ORI>::NTED STRAND tJOARO. ~-PANEL THICKNESS SHALL BE 1\S S'-'OW.'l ON THE D~AIMNG. APPLICATION SHAl.:... BE 1N ACCORDANCE WIT~ RECO:vtMCNDh TIONS OF THC ;MERICAr\ FL YV'JOOD ASSOC!;'-TION 2 EF.CH PANEl. St!ALL BE IDENTIF!::O.D \\1TH THE GRADE·lP.ADEMAR'< OF fHE AME.RiCAN Pl WVOOU ASSOCIATION f...ND SHA~.L MF.Ef Tf1E REQUIHf.ME:NTS OF US. PRODUCTS STA'-.!DARD PSI. LATEST ~~Dii10N FOR Pl YWOO'J ALL <='At-.!Ec.S V'kliCri!-IAVC P.NY :O:DGE OR SUFIFACE 0 EkMANENTL Y EXPOS CD 10 THE INEA-IiE.R SHALL. BE OF THE EX1ERIOR TYPE. 3. FOR f'"l.OORING USC 314" f&G SliJR0-1-1-'LOOR 3HF.ATHING GLUfD A.ND NAILED VViTH "IOD NAILS AT6"" ON CENTE~ ALONG PANEL EDGES AND AT 12"' ALONG INTE.RMEDI . .Q.TE SUPPORTS. t.. FOR ROOF USE 5!8-" {L0!2:J SPAN RA.T!~G) EXPOSURE i Sl-lEATHiNG NAILED WlTH 10D \A:LSAT 4' CN CENTER ALONG pg~EL EDGES f,ND AT 12" ALOi\IG IN1ERMEDIATE SUPPORTS 5 EXERIOR WALLS SI~.ALL HAVE ON~ LJl..YER OF t/2" EXPOSURE I Pl.YVVOOD OR OSB SHEATH'NG NAILED A7 6" ON CENTER ALONG PANEL EDGES 6 FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FJI..CE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SJPPORT BY USE OF PL YCLIPS TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS F WOODDECK \111000 DECKING SHALL BE 3" NOMINAL T&G DOUGLAS-FIR LARCH (E=1.7DO,OOO PSI, Fb,1,450 PSI) VI.~TH RANDOM LENGTH CONTINUOUS LAY-UP. ALL PLANKS SHALL BE END MATCHED AND ALL PLANKS SHALL BE NAILED TOGETHER \/\liTH IN ONE FOOT OF EACH SIDE OF THE END JOINT. END JOINTS IN ADJACENT PLANKS SHALL BE AT LEAST 4 FEET APART, AND END JOI~TS IN ALTERNATE PLANKS SHALL BE MORE THAN 1 FOOT APART \M-IEN MEPISURED ALONG THE SPAN OF DECKING. EACH DECK COURSE SHALL 8E SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH Bd NAILS AT 24" ON CENTER V\llTH NAILING !N ALTERNATE COURSES OFFSET 1~". NAIL EACH DECKING COURSE TO THE SUPPORT W!TH 2 NAILS-1 STRAIGHT, iSLANTED WOOD DECKING SHALl BE GLUED IN THE GROOVE JOINT PER THE MANUFACTURER'S RECOMMENDATiON \r'\IITH 40 PECENT GLUE COVERAGE. l-'Kt:t-AI:j)-(ll;A I t:lJ \1\/UULJ MI::Ml:lt:K;;;; ;;;;Mf\l.L Cl:.: ! nt:: I r .-c P<U' <.:W v•~ ! 1""1!: UC<.'"\VYU~'-><> f\PiW SHALL BE "BC\-JOISr AS NIANUFA~TURED BY BOISE CASCADE CORPORATiON ALTERNATES SHALL BE REVIE\NED BY THE ENG!NEER. TO BE CONSIDERED. ALTERNATES Sl"iALL HAVE A LOAD CAPACIIT IN BEN~ING, SHEAR AND DEFLEC710N EQUAL TO OR GREATER THAI'J 7HE SIZE SrlOVVN ON THE DR/\VVlNGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED 9Y THE JOIST MANUFACTURER H LAM:NATED VENEER LUMBER ME1,l8ERS SHALL HAVE THE FOLLOW1NG SrRESS CAPACITIES: Fs = 2800 PSI. E"' 2,000,CCO PSI, Fe o:: 75D PSI, Fy '-285 PSI. BWIL: u~· M!:'MBERS Si-ALL BE CONNECTED IN ACCORDANCE \'VITH MANUF'ACTURERS RECOMMENDATIONS CONTRACTOR SHALL HAVE THE OP710N 0"' LSiNG 31/2"' OR 5 1/4" V\llDE MEMBERS. l:iQI'l-STRUC 1 URAL ELEJYlENTS .A ELEMENTS SUCH AS NON BEAR!NG PARTITiONS ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL rAKE iNTO ACCOUNJ" DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SH . .;LL MEET ALL CODE REQUIREMENTS FOR THE TYPE Of CONSTRUCTiON SPECIFIED BY THE ARCHITECTURAL DRAWiNGS STRUCTURAL STEEL MEMBERS SHALL BE CO~SIDERE!:l UNRESTRAINED UNLESS OTHERII\.1SE NOTED GENERAL A ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRL:CTIJRAL SUBSTiTUTIONS. B VERIFY All OPENINGS THROUGH F=LOORS. ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS VERiFICA.TION OF LOCATIONS, SIZES, LI~TELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBi~iTY. C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHiTECTURAL AND STRUCTURAL DRAWINGS RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS. CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS S>1ALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFiLL ASTM A36 E. PROVIDE ASPHALTIC MASTIC·COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING. STRL.:CTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, \IVOOD JOISTS AND METAL DECK THE MANUFACTURING OR FABRICATIOi>l OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTR'\CTDR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC .. SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND .A.S INDICATED IN THE SPECIFICATIONS. t-1. All MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTER•OR WALLS AS SPECIFIED IN SECTIONS 1403.6 4.2 AND 1403.6 4.3 OF THE UNIFORM BUILDING CODE. L ALL DIMENSIONS ON STRUCTURAL DRA\I\.IINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAW!NGS. J CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DJFFERENT THAN ASSUMED, NOTIFY ENGINEER ' ' . ·' J---~ GONG~TE FOUNDATION ~LL RE, PLAN IH.~·"ic"-'ct-----2x4 AT ! •-o" .. .. ' .. ,. '• "4 ... BEARINc5 ViALL HITH POWDER ACTIVATED FASTNERS AT 2'-o" AT BOTTOM PLATE • ---4" SLAB CJN ISRADE HITH H.H.F. ., . ., ,~ x--Jri~lf~ ~, . , . . ··.' . • . . . . .· .. :.. ---·_oJ- • •• ~-0 •• e .. ·.~to·~ •.. ~:._.__;_~'· ·~·~· ~ ' __ RE, PLAN -----+ SECTiON 10 B/4" "' 1'··0' CONTiNUOUS-----, SHEATHING NOT SHOWN FOR CLARITY FULL C..OLLII"fN PACK ------.._ V-liTH DOUBLE TOP PLATE IN .JOIST SPAGE -------TS C-OLUMN RE: PLAN !Al!TH 1/2" X 5" X 10" BASE PLATE AND (2)-5/t'>'' 4' X 4" LArS BOLTS \ EXTERIOR HALL---:-----11 HITH SHEATHJNe #6 X 8'-0"AT !'-0"'---------'- VERTICAL 3/8" X 1'-0" X 11' .. 4"-----J STEEL EMBED PLATE NITH (6)-314" .P X 6" H.A.S. \_--FLOOR .JOIST RE, PLAN • .. ,. " ' " . . . , 2X "n<EATED PLATE------, HITH l/2" ¢1 X !0~ ANGHOR BOLTS AT 2'-0' 2X TREATED PLATE HITH 1/2" 4l X 10" ANC.HOR BOLT AT 2'-0" u----~--I':':'E~'IC'f< 2X6 BEARIN6 J.'ltALL ,--•PLYHOOD FLOOR SHEA THINe (2)-#5 CONTINUOUS -------j+.~. FLOOR JOIST R.E, PLAN ~----4 !!~" GONC.RE:!!= SL.~ _QN I' I 1/2 METAL D::::GK V>I!1H W.W.F. r-----·· b" FOAM ! RE, ARCH. ~~'6~F~~~~~ '---~':.eX;<;~ " AT 1'-0" DOY-!ELED 6" INTO CONC-RETE HALL HITH HITPYl50 .. ·4--, ' .(~~j--·-----•'5 AT 1'-0", HORIZONTAL SECTION 4 3/4" = !'-0" C<!Jft-----.. ··--•6 AT j'-0" HORJZONTA.L EXTERIOR ~LL --.. ---.. ----lJ HiTH SHEA THINS i/2" GONC.RETE TOPPING ------HOOD COLUMN RE: PLAN SECTION LVL BEAM REo P~AN--.J ,----------EXTERIOR WALL HITH SHEATH!N6 --SHll-i i\S REGJIRED '---Sl'E!oL BEAM RE• PLAN '-----~~j::~;;;:;3~1<'ri: JAIITH , THRlJ-BOL TS B/16" X ?51 DES SECTION 12 3/4""' 1'-0" 6" • 2 " ·:.·· 2" . 71'>r • " " . " .. ·~ .. .,. RE: PLAN r---1/;!"' !SOL-ATION SLOPE (B)-#b 2X TREATED PLATE---"'- HITH 1/2" ¢' X !O'' ANCHOR BQ;_ TS AT 2'-0" (2)--*5 CONTINUOUS ----.. ----J-il>'jtc<> "· r·--FLOOR SHEA THINS ......... ----GOI"vfPACTED CRAWL SPAC ..... E SECTION !S 3/4~ :::. 1"-0" _QE_~ T I O!"A_~ B/4" = 1'-Q" r---,6" CONCRETE SLAB HITH 1*5 AT 1'-0" EACH HA.Y (GENTER MAT IN ----1~r : ~~ b B/16 i 1/2" GONGRETE TC>Pf0 i>i6--· ---1 PLYHOOO FLOOR--, SLAB DEPTH) EXTERIOR NALL ---------~ .v--!llH SHEATHlN6 ,----t l/2'' CONGRETE TOPPINS I 'I ;-- I li I 3/16 I '• I I 11 I I, , / ~· ~·?" ==== TS COLUMN --- RE, PLAN v-iiTH 1/2" X 6" X 10" TOP AND BOTTOM PLATES AND 1/2" <P A325N B()L TS SHEATHING FLOOR .JOIST REo PLAN BLOC-KIN& -;;;;-;:;;-;;;;;;:___~ 3XIO TREATED LEDGER (2)-#.6 PLA._,IAIITH 5/f>" ¢' X 6" EXPANSION '""'BoLT AT 1'-6" STEEL SEAM RE• ' GRETE ~ HALL '------B/8" Y-IEB STIFFENER EAC..H SIDE v <TYPICAL 3/16 GECT!Ol'-~ 13 3/4" "' 1'-0" /1 v it"~t 1=·-_,;. I ' ' --r---r >&l i i ' ' v--- I --<j> "-~c- -~112" X 1'-0" X I STEEL EHBE H\TH (8)-B/4" HA.S. I 2'-0" D PLATE <P X 6" "" 0 0 v 0 0 \ /1 v ' " \\__STEEL BEAM ~ RE• PLAN (2)--L4XBXI/4 ANGLE WITH (4)-314"4' ft,;3 BOLTS DOU!:3LE 25N SECTION 14 3/4" -t'-o" #5> AT 1'-6" HORIZONTAL #6 AT 8" VERTIC-AL ~· .. 10" .• -,1'-l---c-i-...; " 2" CLR. 1/2" ISOLATION--, JOINT .. • • ·.<ll 4" SLJ',B-(JN-<!>R.',DE-, HITH 6Xh Y-a.l X W2.1 HJ.~.F. h+-1:------•·s AT 1'-6" x ~L JO" . . ~ . • • ., . RE, PLAN SECTION ~ 3/4" = 1'-0" . •· ' ... • • .. •· HORIZONTAL "-<;, :il ... .. 1--·FLOOR SHEATH:Ne I l t \ I \__FLOOR JOIST RE: PLAN ;----COMPACTED I CRA!AlL SPAGE ~L • 'A• ", • .0 • .. , #5 AT 1'-b" RTIGAL RE: PLAN #5 AT 1'-6", pECTION 6 3/4" -l'-0" 1-------INTieRIORNALL 2X TOP PLATE WITH---, 112" ¢' X 10" ANC..HOR. 80L TAT 2'-0" (2)-#5 C.ONTINUcou=; --~ 1/2" ISOLATION .JC>IN·r ~ .. R.E, PLAN SECTION l 3/4" = 1'-0" ISOLATION .JOINT " CONC-RETE SLAB-ON- eRADE HITH 6Xb VQJXH2.1 H.H.F. ON 4" eRAVEL B.ASE X 1'-0" J~ • (J B'-0" #5 AT 2'-0" X DRtVE¥-IAY #5 AT .2'-0" --·-----------1-i" R.E• PI .... AN -Rt'=J=------#5 AT MID-HEISHT IJ-''-j---.. ---#5 AT 2'-0' X J~ 8' LESS ALrERNATE 51 DES R.E, PLAN SECTION 3/4" "' 1'-0" '----4" SLAB-ON-cSR..A.OE HITH bXb H2.1 X W2J H.H.F. '----f/2" ISOLATION .JOINT 2 l/2u . 1,1<,,¥-' .(•!)-t---·--7--#5 AT 2'-0" HORiZONTAL AND VER.T!CAL •5 AT 2'-0" X ~L--·-----+-il E>" I>" .j SECTiON 2 3/4"-1'-0 [XXX'-XX"] 2" GLR. • . '~. . . .. 1/2" C.ONGRETE TOPPING FLOOR .JOIST R!:;, PLAN l"lfTH SIMPSON Ill HAN<3ER ~---2XIO TREA"TED NITH li2".:PXiO" ANCHOR. BOLT AT 2'-0" ,. J-if-------#6 AT I '-0" ~. 4 . VERTICAL " .. ' • _,~· . .. .• ~ < • .. ,-----~6 AT l'-4" HORIZONTAL ' GLR. •. • ~.· ' .• • -,{'t,~f-10" ObX il AT 1'·<~"·----, 1'-0" #6 AT 1'-0"---, RE: PLAN #5 AT 1'-6" __ .J .· .. " ,----1,'2"' !SOLATION .JOINT ;--c-4" SLAB-ON-eRADE bUTH H.N.F . SECTION 3 9/4~ "' 1'-0 .11 . '' ,, . ' -- STAMP CF RECORD· JOB#: 5698 ISSUE DATE PEPMIT OlJ-07-ZOIJl >'OVNDATIOt-. Coil-26·Z002 ISSUE PROGRESS 10-02-2002 100%CD 11)·31·2002 SHEH. 53.1 \ \ I I i ! ' ' ., ' i I I ·r I ,I I I ,I ,, I I I ~' '' r _STONE VENEER----j J~ ' CLR. /-----------•"> X 6" ·•• C..ONTINUOUS ' " .. RE.: PLAN SECTION 13 B/4" ·-1'-o" D<Tt:RIOr:l. ;.-L"LL --·---------11 H.ITH SHEATHING> 2X TREATED PLATE--- WITH 1/2"4> X 10" ANC-HOR \ BOLT AT 2'-D" . • ,. I. . I . .. I ' _.._ . ·-· ~-. ;---C-ONCRETE TOPPIN6 I "'-C: ARC-H. ' I r-b" C-ONCRETE SLAB I rl!TH **5 AT I '-0" _ EACH WAY I '"''" ;.:_:., '.... . ~"' ·- -\.._#"5 AT f'-0" X 2'-6" \ HITH 6" EMBED!'-1ENT \\ EPOXY DOHELED !NTO NALL L ____ .. (2J-#s -#5 AT 1'-6" X .,_~L B" +--------RE_:.__P_L_A __ N_' ----+ SECTION 14 3/4" "' 1'-0" STONE GAP -STONE VENEER----I STONE GAP " HITH 3/4"4' X 6" EXPANSION ANCHOR AT 2'-0" AT " VERTICAL fl-f-'-----------L4X4X3/B HITH 3/4"¢' X 6" EXPANSION ANCHOR AT 2 '-0" • a ·" AT 1'-4"--------_j~ HORIZONTAL " " C.LR. •IH----------#5 J~ X v" -------J-ll " ~' .. ' .. #5 AT t'-4" AT II' -0"-- SECTION 15 B/lb" TTP.>--L'--- " SECTION A-A ' .. ---------CONCRETE FOUNDATiON '-"!ALL RJ::, PLAN TYFIC6], STEEL COLUMN TO STEM_WAi.-1--CONN.l;;CTION SECTION 10 3/4" '"' !'-0; .. ; '-'-'=---'---'----'-'~=--- EXTER.10R WALL. ----------J! WiTH 51-fEATH!N& ,..---! 1!2'' C.ON:::.RE·n:: TOPPING 2X TREATED PLATE WITH 1/2"4' X 10" ANCHOR BOLT AT 2'-0" ' (2)-#5 (1;-c-~"{------------**-5 AT ! '-0" ~' '-/ERTfC-AL (Jil~-;0 7-j-----------#5 AT 1'-6" HORIZONTAL ' .... ~ " ;>,T l'-0" X 9 . ~.: "' 3" GLR_.,jL-,11~' ' 1'-0" #5 AT 1'-0" ' .~. .. .. . ' . ' ....... SECTION 11 3/4" "' 1'-o" EXTERIOR lt'iALL --------f WlTH SHEA THINS 2X TREATED PLATE HITH 1/2"4' X iO" ANC-HOR BOLT AT 2'-0" 4~ GONDRETE 5LA5 Ct-1 .SR..~E HITH bX6 h'2.~XIAL:!.i ~~.JAI .. F . 1/:2" C.ON~R.ETE TOPP!Ne '-·Fl.O•:?R ..JOIST PLAN V>IITH SfMPS<..?N IUT HANIS-ER :~.~ .. 7,-cf-cir---------#5 AT 1'-0" ·• ~ VERTICAL • .d • ~e-t-------<•5 AT 1'-6" .• 4 • HORIZONTAL ··1·. ..... . .~ .. • /-••5 AT 1'-0" X 9 "' B" C-LR. -,hiP, J.r.i.H.F. RE, PLAN SECTION 12 514" "' 1'-0" #5 AT !'-0" "' #5 AT I'-D" X #5 AT \'-6" Sl. " •, ~L ['-0" -J;.~i------------#5 AT 1'-b" VERTICAL '. ., R.E: PLAN " () -· 't /"-#~AT !'-0" X 1'-0" C.ONC.RETE SLAB ON .SR..ADE JdiTH 6Xb ~-Q.IXV12.i V.:.t.-·--tF". CONTIN;JOJS SECTION l B/4'' "" :'-0" TYPICAL STE.EF!;;D FOOTING PET Alb- SECTION 8 3/4" "' 1'-0" " . .. ,_ • .. ·.4. .. ' ...... . •' ,, . . ·• .. · .• • ' . ' ... ~· "' ' '~ -. · .. _' • . . ... . '_: -:: j; RE· PLAN lN5ULAT10N RE, ARCH. '---4 1/2" CONC.ERTE SLAB ON I 1/.2" METAL DECK HITH #5 AT l'-0" EACH v-.l.AY AT !'-0" 4" SLAB ON GRADE HITH 6Xb Jt{2,1XH.2J v--!.W.F·, SECTION C2J 3/4" "' 1'-0" • -. ~. ' ·J· . .. .. I' .• .. . . • . .. •. ·. ·. '•, . ' ·. ~ . .. • '•. /1. . .. ' ·• <!• ;<I:·• I H------RE· 3/55,2 ~ !2!-:Ew:~~~:'----A----A--9 >• ·~ HOOK ~'i '' ', • ' "• ' .d: .. :· ~ ... ~ #.5 AT 1'-G" -·-----~,---?'~"#',.-;-!· · · 4 (HORIZONTAL " .• , '· .. ~ AND VERTiCAL) V~1TH 2'-b" HOOK . .· . • .. ' ~ • ' ~ .,-A ·~. ' •• .. • ... . ~· ~ . r . .. ~ -~ ·~ ·"· /• . >· " •• i • .. ·~ . /"' f-'F.~. ,.:J.. +l L' •.. _ .. ' ·_<l:.. '17'-. ..l. ' ' . ' "' • "' J •.. :9 . ..;. .'.' ~·· .• . . • : <! ~ .. -. ·. ~· . '" ., ' '.1· : . • • · ----·----C.ONC-RETE FOUNDATION HALL RE· 3/53.2 ~-, .. '-~·.- . . ·. 4 " ··~ ' .. • ~4 . f' ' ; '-.•. . ,4, '• . .. ·"" • • '. 4 • • ., .. . .. .... . . '·'4 . ' . ' ~ " •· ). ~.: . .. . .. ' '-· ... ' -~. '. , ~ . " :; ". -~. .. '·A .. '· . 4-• • .. ' .. 4" • • • .... • • : ' '' • ,' ~ . . ' • ' ':4' ~ ... • . · ... ~.. ' ' ·: ..... • ·' "· . . ' -· .. .. . · ·• ·r·· . •• "A 1·, 4 , ... ' . '~'' .. ~ .• ' -t~6-A·T-!'~O-,-. ---~~' P::L::._A::._N~ ____ '_/_"_:__' __ L __ -#5 _.A.T i'-6" _SECTiON 4 3/4" ,., i'-0' ,----I f/2" CONC..RE1'"E TOPPING r--FLOOR 5HEATHIN6 4 1/2" C-ONGERTE SLAB ON I 1/2" . Jv!ET AL DEC-K HiTH *~-5 AT 1'-0' EACH HNC L4X4XI/4 Y"'ITH _______ _; 5/8" :P X 5" EXPANSiON BOLT AT 2'-Q" 4" CONCRETE SLAE• -----,-. ON-eRADE HITH r.'XPo W:J I }(W:? I WJ,..J,_F_ #5 AT 1'-0" #5 AT 1'-0" ·-· .. J<.E,-PLAN SECTION 0 3/4"-1'-0" X 2'-b" AT l'-6" EPO.x-f DOHEL &·' INTO HALL AT 1'-6" X J~ 10" . G [XXX'-XX"] . #f>X ~L AT 11'-n•""''--------, \'-0" (XXX'-XX") • . :. ·" ·· . a .. .' ·, ' ' .4 '. .. .. •• ' .. ., • ,<l ~ ' .. ,---CONCRETE TOPPINS FLOOR .JOIST- RE: PLAN TREATED WITH I/2"~X!O'~ ANCHOR BOLT AT 2'-0" .A.. T i '··0" VERTICAL AT i'-4" HORIZONTAL 2" GLR. '< ~~:.~~ I~ .• • , ' .... ' ' '.~ ;, ' " ... < . ~ ' .. ' ' • • ... " ·-r---112" !SOLATION ..JOINT r--4" SLAB--QN-6RADE HITH H.H.F. RE: PLAN SECTION 5 3/4" = l'-0 EXTERIOR WALL HI"TH------JI SHEA THINe 2X(TREATEO) PLATE--------~ HlTH 1!2" ¢' X 10" ANC.HOR BOLT AT 2'-0" #3 AT 1'-0" VERTiCAL-·--------+~ '*5 AT 1'-6" HORIZONTAL------fc-·-~>l ' GONGRETE SLAB v.IITH #5 AT I'~O" EACH H..AY r--::-L--,-,-~--r-:-,-.--J '----•·~ AT l'-0'' X 2'-6" ¥-liTH 4" EMBEDMENT EPOXY DOWEL.EO lHTO H.ALL .. lf-.f---------#5 AT 1'-b" J~ 1>" SECTION 3/4" = i' 0" 4'" SLA!.3 ON e:,;.f-.:?..PJ7E -------, HITH 6X6 V1:2.1)(}-..t2.1 rl.H.P. 10" SECTION 2 5/4" "' 1'-Q" EXTERIOR v-IALL5 ------jj V<IITH SHEATH!Ne 2X TREATED TOP PLATE----{~ H!TH 1/2'' :P X 10'' Ai'-k:.t-IOR SOL T AT 2'--0" (5)-#b AT 3"---__:______:____~ (EACH SIDE) TOP BARS AT ELEVATION G18'-0" ·~: ~-. ' . .. .. • . -. -· ; . PLYWOOD FLOOR SHEA THIN& r·-GO,IC.<El"E TOPPINs-- r·FJ.O•QR .JOIST RE, ~='LAN '-------TREATED 2XIO HITH POWDER AC llJA TED FASTENERS AT 2'-0" 2" CLf"~ 2" CLR. •'--,1<;1'- :1:1'5 AT 1'-6'' ---------------1 HORIZONTAL -. ,' .. • *~'5 AT 1'-0" VERTIGAL------+-L • -~-· • ' ; : • #5 AT !'-6" X J ~ --------+ • IO" ' ,_ (3)-#5 CONTINUOUS --:c~-"''.;.,,.,..L,.;.--c'-:C.:''.:"_· •:.. RE: PLAN ,---1/0!" ISOLATION .JOINT ,--4'": SLAB ON <SRADE HITH bXb H2 .IXW2J H.01;.F. SECTION 3 B/4" "' I'-D" -_l '. __ , i '-.-·· u z ,, .. , -l' ' ' ' --. z 0 0 :f JOa #: 5S9s ISSUE D!O.TE PERMIT 08-07-2002 FOUNDATION 0&-26--;;002 ISSUE PROGRESS 10..02-~002 10D% co 10-31-2002 . SHEET: 53.2 ' I \ ' ' ' _I 'I ; ' ' ' \ j. I I _: . ' -i I ' ' I. r ··i " i ! ' ,, I il ii ' -y / '1i I :I i I I -~: 'r v -~ ' ~ t t i \ i I ' r I • . '.,_ ' -"";- .. _.' STEEL. RIDSE---------,1 BEAM RE• PLAN BENT STEEL BEAM RE• PLAN A • 0 _--:;7'-7{'-< FULL PEN ~ AT FLAN6ES AND WEB ~--3/8" J..-.l.Ei...DED SHEAR / TABS J.--.liTH (2)-7/t'>" ¢ I A-325N BOL 1"5 / i l SECTION 26 RE1 PLAN l TOP OF B:::AM' I r-\ -, 3/4" = 1'-0" PL YHOOD ROOF SHEATHING \ t ROOF .JOISTS ___ :0,. \__HOOD BEAM REo PLAN· RE: PLAN HITH Sii'"-1PSON L59J HAN6ER5 SECTION B/4'' ... I' 0" HORK POINT------~ 12 1 BLOCKING---------~,..:;;il'ff:_-~~ ROOF ~ SHEA THINS FASCIA-/ R.E, ARCH. EXTERIOR. WALL---------------· HITH 5HE:ATHIN6 /<"---ROOF .JOIST RE, PLAN HITH SEAT C.UT AT PLATE REo ARCH. TOP OF PLATE SECTION 28 ':3/4" " 1'-0" ROOF RE• PLAN WiTH SIMPSON LSSU HANSERS STEEL BEAM REo PLAN H!TH 2X TOP PLATE H!TH l/2" <P -SIJB-FASCIA RE: PLAN WITH INVERTED SIMPSON HU HANeER LADDER--..1 FRAMIN6 WITH SIMPSON HU . HANcSER · SECTION 2~ B/4" -!'-o" THRU-BOL TS AT 2'-0'' ROOF ~JOIST R.E: PLAN \..____:___ _________ BLOGKINS . I---------------EXTERIOR JAIALL HITH SHEATHIN6 SECTION 30 314" "' I' o• T SECTION A-A (2)-3/4" o:P THRU-SOL TS·--·-·~ I RIDeE SEAM RE• PLAN -1 i NlTH s:HPSON HGUs , 1 • 11 HANeER. --.1---:-.-,_..., "-, '-......, ~---·-HOOD BEAI-4 RE: F!...AN ~-'-·-· ---·--· · ··-vPJ...LE""r"' BEAM RE: PL6,N I / v SECTION 2i 3/4"-1'-0" AND WEB PAGKING 12 !AliTH l/2"4' SOL TS !.. VL BEA 1"1 RE• PLAN l"--ITH SIMPSON J.·lt:?LJS H,~NC>-ER AT 2'-0" 12 . ' SIMPSON LSS:..U HANGER S -r~TION .-,~-t:--' ../I .:: j. 3/4" -1'-Q" .SECTION A-A 12 \ ·SIMPSON L550 \ GLIP (TYPIC.AL) \ BENT L VL BEAM -• H!TH (4)·-5/D''¢' BOL T5 HOOD COLU1'1N RE, PLAN I ,.--BEAM CONTINUCVS TO NEXT GOL\JMN EAC:-1 SIDE --- I II II __ !l)J_._ -·- SECTION 23 LVL RIDeE SEAM RE• PLAN HITH SIMPSON M5C-5 HAN6ER 3/4"-1'-0" PLMto AND WEB PACKING HITH V2"4> 60LT5 AT 2'·-0" "---L'VL VALLEY BEAM RE: PLAN SECTION 24 B/4" "' 1'-o~ 3/16' .h_ Q_ 3/!6"V \ ~ \ . i 1/4" i-"'EB /STIFFENER \!' -:-::--;-,---<2) 1/4" v ~ 'Jr' ' . ' I ; I , I • i I I . I , I I ' 'I : I ' ' ' ' ' I , EXTERIOR FAC.E OF----------____j 5 TUD V>IALL \__(:2)-<11>" 4> A325N BOLTS (OR 3/16" FILLET NELDS AS AL TER.NA TE) f------4X4 TUBE STEEL GOLUMN r.;>._E, PLAN SECTION 25 3/4" -1'-Q" I STEEL BEAM~~ RE· PLAN v r-------~-----+1~·-BEARING ~L AND STUD PAGK COLIJMN RE: PLAN J""'FiCAL ST!=Eb. _!2EAM@;J_U!2 COLUMN CONNEC71C~~ SECTION 10 8/4" "' I' 0" TS GOLUMN RE, PLAN--·----- SECTION r1 3/4" "' 1'-0" STEEL BEAM--------.. RE, PLAN WITH 2>< TOP PLATE HITH 1/2" 4> BOLT AT 2'-0" 3/16 3 SIDES>)"=-'-"~, \ \..............L.V.L. BEAM R.E, PLAN '-------(2)-LBX3X!/4 Ji'{ITH (4)-518" dl THR.U-BOLT5 SECTION iB ! ' 3/4'' --i'-0" B/8" STEEL SADDLE---~ HITh (1)-3/4" 4' THRU-BOL T \ 4 ;-' ! " ' ' . ' "' ' -'t-' ' I I ' -- " 4'1 0 il \ ' ' ' ' \ ' ! ' ! \ ' ' ! ! ' ' ' :-! ! ! ' ' ! ' L-1 ' v ' "' \ ' i \____LV L. BEAM RE, PLAN ATE 1/2" TOP Pi.... ·-----TS C.OLUMN RE• PLAN SECTION 1~ 3/4" "' 1'-0" ROOF SHEATHING 1/4" STEEL Y£B -~- STIFFENER (EACH SIDE) 3/16" 3/16" '--------i/4" X 4" X 10" STEEL PLATE HITH (2)-5/8" <P X 4" LAG BOLTS I------STUD COLUMN IN ---L1/_L__ EXTERIOR HALL SECTION 20 3/4" "' I'-D" 2X TREATED PL..O..TE -------., HITH 112" ¢' X 10 ANCHOR BOLT AT 2'-0" •s AT 8" x L--·----, 1'-0" 8>" C.MU (FULLY eROUTED) HITH (2)-#5 HORIZONTAL iN BOND BEAM AT TOP AND BOTTOM 18" MAXiMUM···--·--------, BACKFILL DEPTH FOAM DRA.INBOARD RE, ARGH. STEEL BEAM -~/ REI PLAN Jr.JITH 3/8" STEEL PLATE AND (B)-1"4' THRU-BOL TS AT 3" 5PAC.IN6 __.-----E;<TE'RI!:>R HALL HITH SHEA THINe ;---FCOC>R 5HEATHIN6 ,-----.-,. 1/::t·• CONCRETE SLAB CN i i/2'' 1--'fET AL DEC-K STEEL BEAM RE• PLAN HITH 5/B"CI' X B" H.A.S. AT i'-0" SECTION 11 3/E'.>" x e~ ----·----~-, STEEL PLATE I/4"X2"AT8'' I/4"X2"AT8" ·rs 8X2XI/4 CA.P TS ' BEAM JJ4·' STEEL -·----- PLATE (BOTH SI!::JES) 5/4" ~ !'-0" r·--1/4'' .wEB STIFFENER 1/4 3/8 RE• Pi....t':\N ~i TH (2)-3!4 ,, ¢> BOLTS SECTION 12 PL YYiOOD ---------_ SHEATHING AND CONCRETE TOPPINoS ' " .. FLOOR .JOIST ___ J RE, PL,t..N 3/4"::; 1'-0" ' L.V .L. SEAM·---~~--·-·-----·-------!1 R.E, PLAN 1 BEARING> HALL h. 5/16/ / -,B SIDES II ' PLYHOOD SHEATH! NO A.ND GONG-RETE TOPPiNG \ \_·STEEL BEAM \\ R.Eo PLAN H!TH 2X TOP PLATE \ .AND 1!2" .:¥ BOLTS AT 2'-C'' \--L4X4Xl/4 (EACH SIDE) WiTH (2)-314" ¢> X 4" LAS SCRENS EACH ANtS:...E (TOTAL = 4) SECTION 13 3/4" " 1'~·0" Bit?" STEEL SADDLE ---, HITH (2)-3/4" 4' X 4" \ EXPANSION BOLTS AND (J)-518" cP THRU-BOL T FLOOR SHEA THINe T (4)-12" L.VL BEA!'-'l ·-_/ . . .. . ·- ,-. •• • SECTION 14 B/4" "' 1'-0" FLOOR SHEATH!Ne -----...,_ LV.L. BEAM-----' REo PLAN HITH SIMPSON HeiJSTF HAN6ER ;--··-1/:l"" CONCRETE TOPPINe L-f'L<JOR ..JOIST RE, PLAN SECTION 15 B/4~ ""' f'-0" WATERPROOF INS---...,_ AND PROTECTION BOARD RE: ARCH 18"· MAXIMUM--------, FILL DEPTH t>" FOAM --------, 4 1/2" CONCRETE SLAB NITH 6Xb !Al2.1XY<t2.l H.H.F. ON I 112" METAL DECK STEEL BEA~ -- RE, PLAN HfTH (5)-B/4", A-B2BN BOLTS :r------2X TREATED PLATE HITH 1/2" cP X 10" ANCHOR SOL TS AT 8" HALL FULLY SR.OUTED ''------<•5· A 7 8" IAIELDED TO STEEL BEAt--1 SECTION 6 RE: ARC.H. I-LBX3XIJI 4 HITH 5/8" 4" X 4" LAS 5GREH5 AT 1'-0" 5/4" "" i'-0'' STEEL e-R.,b.,TE ···-______ ..J LAHINATED VENEER LUt--1BiER_l BEAM RE, '51MF=...>ON 1/2" C.ONC.RETE TOPPIN6 ,---FLO(/R SHEATH1N6 EXTERIOR HALL ViiTH SHEATHJNe SECT I 01'-1 l 3/4" = I'·..CJ" -1 /1 v :::a:: ~· -~ N-, ...., \ ' L4X4XJ/4~ = Xl'-0" )'-.liTH (4)-518" cP THRU-A BOLTS v v I---------EXTERIOR WALL HITH GHEATHINS ~-! 1/2" CONCRETE· i TOPPINS -~· ,-FLOOR r-i/--t-----!-jl--, SH::ATHING t t ..... •"' .. .. .. '' ,,,, ....... ,,~.~.". . , .. . I It i ~ ! II o I ---"\.--! li I- I 1: I ~ 'I " • ;-, ----;'. 'f,,, il ! I ~ 't : ~"T"r------j C --R 1 11 I LLVL BEAM _ R.E: PLAN !...AM!NA TED 'v'ENEER. LUMB _;' BEAM REr PLAN (BEYOND) / BLOC.KING---------·-·--·-1 SECT i Ot{ __ E;> 3/4""' 1'-0" ----EXTERiOR. Jr.!ALL ~!TH SHEATHING /1 --'L-'ivr'------ 1----------EXTE!RICI >R STUD WALL JAIITH SHEA THINe ,----C<~N<OREeTE FLOOR TOPPINS f<E, ARCH. r-·rL-'-'<1'« SHE/>,. THINS ,------1 1/2" GONGRETE TOPPINS r-·-Ft-O::>R SHEA THINS '-----------!"1;0!_0';'1"7! PANEL !.!NlJER. EACH WAL.L STUD c.EC'. ,.....,N, 2 '-" I !...c'-=---/---'--1 ______ _ ::S/4" "' :'-·0" CONCRETE TC>Pf'INS--, RE: ARCH. ,------'VER5·A-LP•M BEAM RE, PLAN '-----f'UOC•R JOIS1"S RE, PLAN I ,· !UT HAN6ER.S g_ECTLQt-L3 B/4" "' i'-0" c---------PLY!AIOOD FLOOR SHEA THINS r-----(001'lGI<E-rE FLOOR TOPPIN& RE, ARGH. Y-l.A.TERPROOFING AND-------, FLASHINB RE, ARCH. L3>GXI/4 HITH 5/8" 4> X 4" LAG SC.R.EHS AT 1'-0" METAL GRATE c------GC>NC,Rf'TE TOPPING r---2X PLATES (SHIM I TO UNDERSIDE OF PLY!t'>I.OOD) L--L.,'L BEAM . RE· PLAN. SECTION ~ .:3/4" ::= 1'-0" NOTE, FLOOR .JOISTS SHALL EITHER BE C.ONTINlJOUS 0\/ER JAIALL, OR I'-1U5T OVERLAP AND BEAR ON FULL HALL HIDTH , ... 2X6 H,O,LL-----------1 ,---C.C>NC/RfeTE FLOOR TOPPiNS R.Er ARCH. ,---FLO•:>R ~OIST SECTION 10 3/4""' 1'-0" FLOOR ..JOIST RE, PLAN PACKED Y-IEB HITH 1/2"¢' Tt-IRU-BOL TS AT 2'-0" ,-----Bl-OC-KIN& BETHEEN ..JOISTS ;--Fl_OOR SHEATHING I-----------INTERIOR BEARING HALL SECTION 4 3/4'' "' j'-0" r-GC>NC/RfeTE FLOOR TOPPING RE: ARC.H. '---------S-rE!oL BEAM ·REo PL.A.N HITH 2X TOP PLATE AND 1/2"¢> THRU-BOL TS AT 2'-0" (STAee.ER) SECTION 5 B/4" = 1'-0" U . z 0 Z i=· . ·_ . 5 - JOB#: 5698 ISS~E DM'fE PERMIT DH-C7·20i!7 FOUNDATION ca.26-2COJ ISSUE PROGRESS "10..02 2Q02 '00% co 10-31·2002 SHEET: 53.3 / I ' ' ·-' : • I I ! I I i ' t i I ",-j ·.i i I ' I " I ' :" ; ' I I I ! I i l I ! , /I . 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' c ., . . . . . . _, . . . ' ',·,; . ' ; ' ; -:· ... , '' .. . ' . ' .. , ' . i . ' ' - ) . ' . ' ' ' •. ; -'. ' -- ' ' . . " / / ; ',_;. . . . . ' .· ' ' ' ---' ·-· ~ ,_ '""". -·····---~-· I I . -·' . ' ' -------·----::---~-----·· -~------ I ' ' . -; . : :· ', -< . . ' .. 4FT. GONG. PAN WITH 2 INGH INVERT PROVIDE CONSTRUCTION FENCINS AT LIMITED DISTURBANCE '-~-PROVIDE GLEAN · • OUT/GATCH BASIN AT MIDPOlNT OF GMP_ . \'o,.Q . Qf"~ ' ·'nowuNE IF !MTai ·~~~ :~ ,.·. . ,Q . 4 FT.' GONG. PAN WITH ('l.,t>--V . .2 INGH INVERT . 'V 1 SITE PlAN 111 =10'-o" 6360.1" ' ' I I I I I I I GRAPHIC SCALE ---. ... '.' . iOOO UONSRIDCE WOP svrn:: 3'-P VAlL. CO ll'i657- 970.476.92.28 ~k4cE>~k<.iilt:::h.c:orn STAI\If> OF RECORD: . JOB# : . 02080 lSSUE OAjE ORB 07.01.02 ORB !17.05.02 P~RESS 01.1Ul2 . ORe , 07.17.02 SHEET . A1.1 i ' I I I i I l ) ' I I I I I " I ' I I i ' ' \ ' I i I i ' i I I I I ' I I i ' I I ' I I I . I ~ ,·-~-,--~ -~ ~-~-. ~ :. '-' -: . 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GONG. . ~S PAN NITH 2 Vi!J I~CH INVERT PRoVIDE CONSTRUCTiON FENCING AT LIMiTED DISTURBANCE PROVIDE CLEAN "'--'--OVT/CATCH BASIN AT MIDPOINT OFCMP. t>-\) ~0 ' 'fi.O\lUNE rtf !HlllH . ~ ~" • 4 FT, CONC. PAN HITH o.,t>-\..\) 2 INCH INVERT V IEl ' \ ~G-RAi!iiiiDiii.!NiiGaPIIIillllllAIIIIIINIIII. 1 ~ ln=IO'-o~ ' ' ,, ' ::::::-:-+ +---.8357.1' ~~ f~ '':~~ ~ ~ -~ ~ ~ttl ~- G OlOGiCAltY NSITIVE AREA ' ' I I / r LOOP · 5V!TE3-D VAlL. CO S1657 970.416.9228 ~k<l@~k<jqrch .porn STAMP OF RECORD: . JOB#: 02080 1SSUE DATE ORB -07.01.02 ORB 01.o5.0~ ' PROGRESS 07.11.02 ORB. 07.17.02 SHEET: A1.2 \\ ' \ ' ' \ ' ' • ( ! f r I ' • ' ' 1 ! j I I • I ! ' / ' ' . . ' . . . . . . . • • '< - ---' . ' ' . . ' " . . --'' . ' . .. . . . . . ' ' ' ' i • ! -.. i • I / I ' . ' ' ' I i. ' • • : ' . . • • . . • • .• . I ... I ... I / / / / / / / . / . / / / / •• / / / / ._' ' 'I'Ul10UN• 01' lll'!llH / / ~ / -/ --EAST UN.J:V - / '/ / ~~ / / / / / /' / I I '--~INVERT 58' / ' .. ' ' j. 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" ' I T.O.RIDGE +liGJ'-2" .SLOPE '1d2 ,--, . '.· . n ~1_, ' -' I , II II II 1.1 II -· ' v •• II / •' I 'SLOPE --1.11 '/ '-0" .:,_J1 '-Ti I I ' II II 11 11 II 11 II 11 I \I II II ' '' . ' .· .. T.O.RIDGE +121'-3 o/o" SLOPE 1:12 -·----- ' :. , ;' ._- 5'-b". . . '• . . . '. '" .· '-0" ., ( r) l_ --. If---" II II II II II SLOPE 1.12 SLOPE '1d2 T.O.RID6E +120'-5" • 5' II II . ; . II II II II II I I II ---'---------__j_j -=r------------ I 1 . '-0" SLOPE '1d2 T.O.RIDGE' +108'-8 + SLOPE 1d2 ' . ' . ·. ,-' I : _; ,' ' , . '. ' <· .I ------ ' ' . ----·-=: _=: =: =: =il ' ' . . SLOPE·· ,1d2 ) ' _-. . ' ;,_ ~ !31 .. SLOPE ~ .· 7.12 . -. . ' •. ' ' . . : , .. II I I , I It II i I I ! II I Jj . ; APPR6V~r'r 8Y T~-!f: Ti"':,tn1 ,-.,-; 1 ,. :1 ·''"' ,, __ -. 1:v,.,.,_ 7~/Z D? _ _ __ ' ' \ ! • ' '• I Pu ... ~; .. \1.::; ·-. .....t..--~~-..;. · GEOLOGICl·\LLY -SENSITIVE AREA. . v -; ' 1000 L!ONSR.lDGE LOOP SVJTE .3-D VAlL, CO 81657 970.476.9228 rk.:t<W~kdateh.con-i STMIP OF RECORJ); JOB # : ,02080 ISSUE o.t.TE DRB 07.0UI2 . 'ORB 07.05.02 PROGRESS 07.1~.02 ' DRl'! 07.17.02 A2.4 ' ,, ' ' . I I \ . I l I I ' ' ) I \ . 1 ' " I' r l I METAL PANEL ·AND 011NDOW GORRU!SA TED MET 1\L ROOFIN6, TYP. SYSTEM --'--,--'-r-< T.O.FINl5H FL~· i48'-6~ T.O.FINISH FLOO~ +88'~- ' ' ' I I • ;_,___STONE BASE,TYI?. 1: I' ,, '" ' '" ' " I '' ' ':.I h I lj, '" , I ' 'I , ' ' • It 1' Ji,'': ' ' Jl I ' I' II I , i I' STONE BASE, TYP. I i I" i >I I I II I " ' I' ,I OIL_ ' II''' ', ,, , ,,II '·I,,,, '' ' I II'], I 11, ,11,,,, I, J ,, ,,, 1 'I I :, ! I' I' • I> 11 I' j• I r 1 I, I, lj• I II II II I ' 'I I l , , , I 1 1 I 1 1 1 I!:;;!: i' " ' I ,, I I' TO.RIDGE0 +120'-5. --~--·-·-~· ·;!J~=;;(ltl,=:===~*----BAR.!"-4 BOARD S!D!N6, TYP, 2 1 EAST ELEVATION II' I: I' ,I' 1: '· 'jl II " l'lr ' 1 11, l11; ' I' 'I' I I •I, : : I I ! I II Ill '!I I I \I lr' I'll i " ,, ' ,' IJ' I , I !j ' liD i I I' :, ,, '' ,, I ~-IT I It ,, I I p 1', I' ! :, ',''I' 11' 11 'I " ' ' i i ,, I' ' ' '· i I ' 'lr' I i ' , I, ' ' ' I I I I ',' ' I ~ : I I ! '' '" I I:,' 'II I ' Ill' I,' i' I'' jr ,, ,, I I I ,,II ',I Jl 1 I I ,, r ,, ,::11· 'I I I j 'j: j,' 1 It 'I 'I !I 1 ! j I 1, ' I ' p / / ,/ $T.O.FINI5H FLOOR ~·;-6· l''t..PP~~···•H, ~,..,"n .'J,"!' T~HE ~t''' ~., I , GEOLOGICALLY SENSITIVE AREA ' ~000 UONS~DGE LOCP 5VITE3-D VAIL, CO 81657 970 476.9.228 ~>k<t®~k4,.1"<::h.com JOB#: 02080 ISSUE DATE DRB il7,0Ul2 DRB 07.05,02 MOORE$9 CI7.1!.Q2 DRS 07.17.02 A3.1 ' \ I ; I \ ' ' ' " " / \ I ( ' I. I i J ' l 1 l I '~i ' II ' 'I I I ' { r i ' I I ' j ' ' ' . ' ' ' I ' ' '. . ' 1', BARN BOARD SIDING, TYP.---~ T.O.RIDGE +113'-8 3/4" T.O.RIDGE +108'-t? 1/8" I I ·I ,-~''""'----·-r-·:.-~ 1-i "l' ·: ... : --~ ----~ ,. ·I .--·-------,-. _;:·:~--;::'-__ -· ------····· ~--' --~-'----_.L,...._ j ___ I I . I T.O.F!NISH :;;'~" r 11-i--J~--;=~~~---~~~-~ -J~~r=c,·:,.e:_ ___ _ ·-~ ·---l' v:-'· _ _;_ ____ _ ' STONE BASE, TYP.~. T.O.RIDGE~ +120'-5" .c'. - ·.·· . ... ---.. ---------·-. -~"------i T.O.FIN!SH F~ +lOO'..o• , T.OFtNISH FLOO~ . ¥=13'-6" ·. . . . +120'-5" /A L ______ . __ l . . I .. . I····· . . , r 2 WEST ELEVATION 1/4-=1'-o" I I LJ -.. -- -~o!O()'-Q" 1 I i I I ' ' \ 1 I !· I, L~_2.._ __ ~: ' ' (' \• il \I ' i \ / /-/ ... ~ ,-,--, : 1 I I I ' I _j I L__ I ' ' NORTH ElEVATION -~~= =---------- 1----~.---~--· ---_ ..... ~ ... ' ' ~ .. . I I ' I --·11 D ---------- .. ..... ------1 -------·--- f,-;c-,.,---;-:--,::--,-,-...,----;-;--,--~-1' i -l I I I --J -I ' ,, I, ' !: T .O.FINISH I"'LOOR +io::l'~f>R I '" I''.' II il'. II'!: :i il ":: : 'I ' ' I I I II ' I ,, I'' I ' . I' : ' I 'I 1" ~~:I' II, I, 1 1,, ,I II, : ,' ,, I I!: '!' i: '' : :· :1 11' II" I'', '1: 'I 'I ,, '!J' ! ' ',' ' :: ,. ' I: I '.''I I 1 I 11 1 I ' : I' ! I I I, ~ II' ' ' I I' I I II I'· I I I I ' ' ' I I ,! ' II I' ' II 'i' I' I i' I 11 • ,., ! i II, II I, Iii'" ~~I 1 • 1 'I I rl •, , I' I •: '' ·I ,, • ~,· r :, '! 1 I ., 'I' :• ' ' ,] : ' ]II ; II " I i I : " I I 'I ill r 1 :1 I, 'i GEOLOGICALLY SENSiTIVE /~REA 1000 UONSR.JDGE LOOP SVlT£.3-D VAlL. CO B1657 970.476.9228 ~k4®~k<!"!I"Ch.com z <C :E LL LL 0 ~ $TAMP OF RECORD: JOB#: ISSUE ORB 02080 DATE 07.1)1.02 ORB 07!15..02 PRQGRESS "RB 0711.02 07.17.Q2 \ \ I .. i j • \ \ ', \ ' ' \ / ·' ~I ' ' . j' "'- \ ' "' { ,, I ,, .. ' I I • i t ' r-· ' ' . I . r . -. ~>- 1 • • • • > • -' ' . : { .. ' . . '• . . ' . .. ' " •' ·, '>-- -;- ( .. .' 'W' t' '-' '· ' . ', :. ' · .. '.-: . ·-' (ij: --- I I ~)II~ () (~ I I 0--1--- 1 I . . "' ·' "' t !!: . . ~I .. .. . . . Q ' "' ·. . . . . . . . 9 N I 9 · .... N .. . .. •. -;r ·.· . . .. . !8'-4" . . _, m •. . . 2 3 I .. I 53'-6" . 16' 7~" . .. •. , ......... ,. ' . .. .·. • . . . ' . .. ,, ••. ;-: ..... r: & 4'-0" ' . ' .._lr.o.FINISH FLOOR "' >ee. · -4 • I I ·~~f.'-I I I I ! . i I ----+---l-1 ' i -~--.T -•. -·- 1..:;.. I l ~I I t! , L I [·:! 4 24'-5'' ·. I 12'c0" . -T'-0" • I '2 5 I 113'-4" t. i -' r---------..., -------+-----·-'1-- , I I I I l '? 1 EP6E OF GONG. I I ! "' I SLAB ABOVE. . I./'; I RE·STRUGTI!RAL ---~ ; n I ' . ... ' -----·--- .I I I I .... : ~ '~ ····.··=······ ~ ... ' .. ... .. , .: . · 6 7 15'-[0" I I • • . 35'-5" I I ' '. FOR DATUM ELEVATION INFORMATION, REFER TO SITE PLAN. 2. ALL DIMENSIONS AR~ TO FAGE OF 2xb OR: STI!D FRAMINe OR EP6E OF CONe= 1 UNLESS NOTED OTHERi'il . 3. 00 NOT SCALE :;,,~ ING5. CONTAGT ARGHI T FOR ANY DIMENSIONS MISS!,~ OR ILLEeiBLE. ~ 4. TTFIGAL EXTERIOR "" ' IS 5/1}' eYP. ElD. 0 VAPOR EIARRIER ON 2x6 STI!DS 5P PER SrntJGTI!RAL, W ·lq BAIT. INSIJLATION. SHEATHING PER 5~TIJRAI,.1 FXJ'ERIOR FINI VARIES. PROVIDE DOUBLE BOTTOM ~TE <1 "'-'--HALLS ~lc.H IN AT FLOOR L...~. 5. TTFI<:;AL INTERIOR >-~AU. IS 5/1:>" TYPE 'X' 6YP. BD. ON EAGH SIDE OF 2x4 OR 2x& 51UJPS SFAGED PER SrntiG~. DOUBLE BOTTOM FLArES CAN 6E PR4MDED AT CONTRACTOR'$ OPTION. 6. T'fPIGAL EXTERIOR :'NJ:>· >-~AU. 15 5/1!>" <SYP. BD. ON VN"OR BARRIER ON 2x FUFIRIN<S 0 '"': ~~ .. W 2' RIGID IN5\JLA ON • ON CONCRETE fND. IAI I PER SrntJGTI!RAL. . '1 ALL STRIJC' ,,,; ~IGH 15 IN DIRECT G ; . ."!fAGT . HITH c;g~l , nA4-5 OR SLAB ON GRADE r«: TO 6E 1 """""11:v AS JIRI=O BY ruE WILDING I TOR. E>. 2><4 FURRING ! ~~LL "'· '"""" o C,PNGRETE HALLS ABOVE SlAB, OTHERi'!ISE q, DISTANGE 4 ADJAGB!,. HALLS ARE TTFIGALLY E>' UNLESS I 10. PROVIDE FULL "'" 1 INSULATION BETHEEN AU FLOOR LEVELS. TO~~~'§tj,~AI I '·"' ~ io.J. o AL " I ~B:JI1'f':J]' CO_!.~N r· IX4 o =>. II. 12. SHELF TO BE 20'-0" .L_ ____________ ~--------------~------------~ 21'-11" EP6E OF CONe. 5LAS ABOVE. _ ___v RE,sTRuc:ruRAL- I . I I \ \ \ 16'-0" sen t u~1 o~ 9 f ' fllO I 1f ---+- I ! I " ---~L _____ ._ ---~+---~--~~~~~-·~-----~-+-----+- 1 .. .· d 1 ·-~-·~ ·.::·;,_.,:.•.·:,.;.•:. ·. ····~•·.:·•,:·· -;:;.-:.· .... ,,·,;•.-,::,:., .... · . .::, .. · ' .. ·;. ;:;'!b . ; . . . . . . . . . ., ... , ... . •• . I ··.· .· • : • ! ' ... ,: I• \" "", l ••. ,, ' ·' . ''' ~' .. · ' ' . $T.O.FINISH FLOOR +1Gf'-6" ···:··· ........ -···· ···;·'· .·. . . "' I .'•' : ' ! . I UP . T ENTRY [§] $T.O.FIN15H FLOOF JJ +~ l·rl-1' -~"'~''"""~! \c~ ~ --------~--~-~-~---~~--~+,----------,-----,_~i-------~-~-,-o,--+~~.~p_e=-3,,' -~ lJ . cd====~~~~~ ! 8 ~1 HALL - . I ·~ . ~-::., -· . jloo I . "'I ' +E>I'-Q' SLOPE TOP OF PLANTER >-~AU. I CONTIN.IOIJ5LY PERT .O.HALL HEIGHTS NOTED. PROVIDE STONE VENEER ON INSIDE OF 1-W.L TO f>' _...----- BELOW FINISHED GRADE. -- . I I . . 3' 6" BED ROOM ~ · · .. ,.·,-.::c: ri'i . '·11.-2" 5' 0" . I I I I L --J;!2GE...,J;?F~~;_A!'!QY'E:_ -_j b ' I I 8'-6" \ \ ' .. . •.' . .. ·.· .. I ' . ~ . ' ' :' ;_ GRAHL SFAGE .; LESS THAN 5'-<?' 1 ::~.! 6'-10" I I .· - . . . . -- . . . . GEOLOGICALLy SENSITIVE AREA 5VlTE5-D' VAIL, CO 81657 970 476.9228 tk<\@ek<:j;:ar<:h,com -=====--STAMPOFRECORO JOB#: 02080 lSSUE DATE ORB 07 01.02 DRS 07.05.02 PROGRESS 07.1Ul2 Dll:B 07 17.02 PROGRESS 07.31.02 SHEET. A2.1 ' \ l ' > ·-\ \ . ' " --., i • l \ \ ,, . ' -., ; .1, l -\ : . i i •. i . i ! i j ' 1 , I --I . -·1 ' I ' ' 1 :-; .·. " . ! ·., CJ -! .. ' ' . , . '; ,d ' -· '· - ' L . ' ~,: ---.. 'c ' ' ' ' ---"-·"'""--~ __ ,_ _ _,_ -. I I I (04- 1 .I I I ·®4-+-· I _:"[ -~ F '®+---• ,.• ' ' ' ' ' --. . . G . ' . . -·, ' ' ' . ' . ---~'; ~· >; . ----- I I i I I • 9 in 0 J U\ -~~ ··-· -·c:,r'·c~· -:_-, ·r:T• • ·- ' .,18'-4'_~ >- ' -.·-------- ALIGN WINDOH5 I-IlTH WINDOW AND DOOR BELOW. ,------_ L W-2" 5'-2" '18'-4" ',_ ' ' . ' ' II '' I 3 53'-6" 16'-1~" . ElMsTONI;: : ;o>ATIO ' -~ $i.O.PATIO ' : +'le;·-o· $TD.FINISH FLOOR 1 +'111'-6" \ ( \ I / \ I 24'-5" ' ' ---:----, __,_ -, 12'-0" ' ' ---~-;-~-f- : ' -·-1 DININe ROOM ~ 5'-10~" ~ -:_j_ ' ' ' _,- \ I I \ I \. '/ --1--' - l>, ~-'c----tf--b.~-1 \ -' : /i \ I I \ II I . f \ £~--.£ER..2!'_' \ I \ I \ I I 3'-b" D "'_II ! " ·~ "2 BATHROOM 12141 .. 12'~" 6'-·0" L 1 BEDROOM I l::<l2! I $T.O.FINISH FLOOR I "1"'16'~4'' I I . I LINE OF ROOF A60VE ___l ____ _ MAIN LEVEL FLOOR PLAN 24'-5" r-- ~ ITGHEN 1!£!1 • _, "' I ------b 5 I I' I , : ' L_ --' • _, N ,- ' ' . 11'-5'' I I r-- I I --=-==-~~ SUN ROOM ~ $1f.b.fi'ATib f4P'-o~· : ' ' ' . ' ' . I --- ' ; I ' ,--~~TONE I , ' "' I ! I I --;-;-- i ' i : ~._l_ -~ ! :PATIO 1 .. 1 · ' I ' I ' • 9 22'-10" 113'-4" ALISN WINDOi'IS H!TH WINDOW AND DOOR BELOW.~__/ I L 7 8'-0" ' I "' ------ 8'-Q" --I- DINING 'ROOM l2rr I I I • -N lr'- 1 L 4'-5" 20'-Q" ' I " SENERAL I<!OTI$ I. 2. 3. 4. 5. 6. 1. b. 'l. 10. II. 12. / / / / LIVING- ROOM I~I!i I / 11'-2" 20'-Q" )- 0 -f-ll . -N -' U) 44'-0"- 8 16'-0" I --+----- ,---1-MECHANICAL CHASE . DIRECT VENT FUJE FROM MECH. ROOM 2'-611 A60VE eRADE. -1'-10" \I .fl'\· ·D§l I 16'-0" . -'---~------- 9 Ci'-8" l'-1~" l . -N j' "' ABEA J 1000 UONSRIDG£ lOOP SUITE 3-D VA!l, CO B16S7 970.476.9228 -r!«l.:<Prkd<t h:h.corn STAMP OF RECORD; JO~#: 02080 !SSUE , OATE . "OR!'I 07.01.02 - ORB 07.05.02 PROGRESS 07.11.02 ORa· 07.17.02 . PROGRESS · 07.:3{02 , · A2.2 '~:---:~:-~~7 \\ ' _, __ ,,"'·"' '\ ' -,:-'"\ ' ' • .. :t ·, i I' I :I j ' I I I I . 1 ' I .-. j . -.: I '' I I I ': • • i I ,I • ! I '' ' : ' ''-': I I I .. ' , I ·. i I . ' ._, i i i · .. '' i ' ! . " ·1 i I -.• i ': .. --. '. ' . ., ., ., .. -.. ' ·.'· l· >' . ·_ '- s• ··: ~·- '< .. ''>· '' > --' '; ' ' ~ :,-' : . - . . . ',' ~:. " .- -' . ·. • () -' () N ·<J -' .§l I I -'\N I d) . ·' . d) . I· . ' . , '. -:fr ., :~- I .... < • -• jl' !'I· . . . ' ----.- -.-'- ·--: < . ..-' . : ' . --'---- -+- 1 i I I L ' '· ~ . . ' -' . .---' . . . ' ' . - 1 !8'-4" 2. 3'-CI" -. I I 24'-5" 4 I I 5 1'-0'' 35'-2" +--~f--~~~_;_ _________ :.::_=-c--,----·--------+----~--,!"- 11'-10~" . -----t----'--· 1'1'-3~" ----~--~· ·=·~-------~il"'l =-~=t~~--~-_ -==--.=-~---.=-----==~1-+-_____ _ ------~--I I ------ I I I l r 1 -- -I I i -· . l ' ___ __//I"'.,__-~+ " I 1 ---~ I I ' ----- I 5'~ ---- ' " "' I I " " ' '· I I -·-----j T-3~" ' I,,L I I / ------..,..._ -~ --"} / " " " " / I " / " "/ / / / / '· --+ ---· --- 1 3'-2" I )L ·-+ I !:;;._,_..~;~ r---:; I. I /;~ :c~ I I I' L .. \l_ ' .... ~ :V -r l)l BATH I ROOM ' ~ I. X 0~ ~ ROOM ~ I '-It 5' o 1•• I D~ 3'-i!" b---C..;l--''-§" ;.J," 54,'· 'fl' 5::;( 5:;; " 2 "' I MASTER I " I A --.--J,""' I CLOSET ~N / ~ ·~ / ' HALL I I [;::::-=--[-----li!!2!T -·~-~-/ -·-------'-----i / to~ / /1 1 I ~-----r-/ I "I" --. I i I ' ' ~(!~ I / ' J I I .. 1 ' ' ' $ T.O.FINISH FLOOR I /"I ) I . I ' +IOG!'-b" 1 . -~~ ' ! I . ~ i _j ....:r~ "' -' ,I, I T " 1N i l1 1 I l[ ' I I I [I') ~N "' 3' 6'" 2 ' I 5~" 2. sl" 2 I ~I I I ----1 -----. . ' ..:" ' "' I ~ "" ' - ' I ' I I I / /I ' ' / I I I I ' I I +--' ' MASTER I J / i BEDROOM II, I I ' ---------T_, ! 1+- 1 I :'-i ''-)r --1-~-------- 1 I -· I -·-. ' . ':, .. ·. -... ;·'' ' / l .. j_ _/ I --r----·--I I I I I ' ' I I i I I I ' --·t--i--: . . I .. ·--·---·-+·-- . ·' t~ I 1~ " . ·" .·•· I . I d ' I .·· I " " 11 1 -3~11 . . ·.·. .· .. " " " " -~---) / / / ' / I/ ~ ( I L_ - ·. . ---rt-- I l , . 135'-2" . I I I ---1 L_l _______ _l ---- . 1 UPPER LEVEl FLOOR PLAN · !/4"=F-011 I I • I . < '; •• !'.@ i ' ' I I ' . I ' . I --- !1'-10~" I I -------·· - --- . . . I· I ·~ " I ' ~· . r- I . I; I I I I L_i I I I ' I I ' I I :::J I L I L __ I __ _j I t- ' '". ·' : '· -~ . --.. -. . '· . ----_.,, .. -, ' "----.:.~--. "-·---- 15'-[0" _. ----t ' ' I ' I I I I I I I I z, ~I I I I I ' ' I I I ,j I' --~-' 6 I I I 8 20'-0" t6'-0" _y ~--- 1 i 1-- i ! i I I I ~-~NE~NO~ t--I i. FOR DAWM ELEVATION INFORMATIO~ REFER TO SITE PLAN. 2. ALL DIMENSIONS ARE TO FNJE OF 2 b OR 2x4 STUD FRAMINIS OR EDGE OF GONGRETE UNLESS NOTED . TliERWISE. 3. DO NOT SCALE DRAWINeS. GONTNJT ARC.HITEGT FOR ANY DIMENSIONS MIS51Ne OR ILLEeiBLE. 1 4. TYPIGAL EXTERIOR WALL 15 5/8" GYP. BD. ON VAPOR BARRIER 5. ON 2xb SnJD5 SPNJED PER 5TRJJG'M<Al.., WI R-1<1 BATT. IN!>JLATION. ~N~Waror~rW~EW 1 RJI~~~e¥o~1 ~f ~~EEVEL. TYPICAL INTERIOR WALL IS 5/E!>" OF 2x4 OR 2x6 SnJD5 SPACED PER PLATES GAN BE PROVIDED AT CON 'X' GYP. BD. ON EAGH SIDE TRJJG'M<Al... DOUBLE BOTTOM TOR'S OPTION. 6. TYPICAL EXTERIOR FND. WALL IS 5' GYP. BD. ON V.M'OR BARRIER ON 2x FURRINe C1 16'0.G., WI 2" Rl61 IN5ULATION. ON GONGRETE FND. WALL PER 5TRJJG RAL. ~.ffi~WL~& Ji!!!~~ b'll~\~1:~-'rf{Be TREATED AS REQUIRED BY THE BUILDING INSPECTOR. 8. 2x4 RJRRINe Y-IITH RJLL BATT IN!>JLATION@ GONGRETE ViALL5 ABOVE SLAB, TYP. UNLESS NOTED 0 RWISE. -----t-4. 10. -PI5T·~~~!!!'!l~~2Q!'bi~~-4-,fiDJAj;;.e!:r HAl.l.5 ARE TYP~ 8' UNLESS NO'!ED O'fHERIAIISE. PROVIDE RJLL BA 1T IN!>JLATION AF'IVI i I II PROVIDE SOUND BATT IN5ULATION IN L HALLS ' 12·.·-·--A-D-.JACENT TO BEDROOMS AND BA -j--O·M-5 -··---·---·----·~~ SHELF 4 ROD TYPICAL "' ALL BEDRCiOM CLOSETS. SHELF TO BE SUPPORTED BY CONT. lx4 PINF GLEA TS. . -------·--· I I -··-···---~--+-- . ; +-~---------:-· '-1", ,_ r~-~~--.... I I··• 5:~~: . 5'-o" I I ---ct ~I I I f---_ I i ClOSET ~~ t_ ____ .. _ L. ·---· BEDROOM @[] I L_j_ -----, ! . .. . I , ___ !'-l'-1" ---·-··-'--~----------''"" IB'-0" T I I . . . ~N ;- -' ""· L __ --------- L 0 6 -1 I I I I . I _I_ L I ___ _j LL~----------rJ~ L----. _L_. ___ _j ·. I 9 I . I ....-j' I I I I I I I I I I J ---·--- SENSITiVE AREA APPROVED 8Y THE TCP.·\':'-~ OF Vf',JL ;~"'; 7/r~J'~ '~ , .;-m ' -- F, ~, __ I ___ -~ -~-·- . . --~--;~-·-•-.-,_ . ..,_------~ ' \' 1080 LION5~JDCE LOOP VAIL, CO 81657 970.476.9229 rk..:l@rk.ol<!r<:h.corn . ·. 'I· ---' .. . . . . \ ' j . --. : i . ' ':J . :I '-. J .. :1 •,: I ·'I -. i ,, ,, ' :! ' I I ' ;i ., •I :: 'I I ' ' . I I I ' 1 I . ' . .' ; . ' . --.-~ ---=~STAMP OF RECORD:. JOB#:. 02080 .issUE PATE ·- ORa 07.01.02 . ORB • 01.05.02 . _P~RESs _ 07.11.02 DRS 0?·17.02. f>ROORESS 07.31.02 ··A2.3 I 1 ' ' ' ' . . ' . . -' ',: ·) . ! . '1 . _. .::>. ~ .• I ' . i -. . ' ., . ) . ' ' ·1 ' ' . I ! . i ! ' ~ . , 'I '\ . i' ,_ ji I -i "\ . . ' -" r ' :i ·. -·I ' ' il . . ~ . f d . ! 'j ' • ~ I\ . f . . . . ' • .. ' ~I I '-0~' ~- ~__jl I --+-·---,---'- 1 ------- ... '- I I Jr'-al • I I .I ---·--- . SLOPE .. 1:!2 I II L 24'-5" ---------+- -. ~jl~ "' SLOPE 1.12 -I ! I I I I I I ! II I I I I _j------_j --i __ lT ___ +-1----:-'?t----~- II II I I ,._6 !5'-10" I I I i r-- 1 '-6" I I . I f--1-~l-.;,.-.,*'-----..-----.;,.-.,.....,..,....-~ tY--o" I r I • ' i i I ~ lr t- 20'-0" 16'-0" _ _;_~-------- lr-~~---~---~ I. FOR DATIJM ELEVATION INFORMATION, J""""' TO SITE PLAN. 2. ALL DIMENSIONS ARE TO FACE OF 2xbr;;;-;,4 511JD FRAMINS OR EDGE OF CONCRETE IJNLESe NOTED OT'HERHISE. El. DO NOT SCALE DRAHINSS.' GONTAGT '"b""-HITECT FOR ANY DIMENSIONS MI551Ne OR ILLE61Bl.E. ' 1- 4. '!YPIC.AL EXTERIOR HALL 15 5/f;' SYP. . OK VAPOR BARRIER ON 2x6 511JD5 SPACED PER STI<t)C; , W R-lq BATT. IN51JLATION. ~~~'fiM·~~~ Fll~e¥s~''X-r ~~ 5. 6. '!YPIC.AL EXTERIOR FND. HALL.I5 5/3' YP. BD. ON VAPOR BARRIER I. 1>. <!. 10. II; 12. ON 2x FURR!Ne 0 lb'O.C,., W 2" RISID I TION. ON CONCRETE FND. HALL PER 5Tf<L)C;11JRAL P-L.L ~~ r!OOD HHICH I:> IN, D;-Jp..,.._.;-GONTACT , HITH CONC.RETE HALLS OR SLAB ON SAADE ARE TO BE TREATED A5 REGIJIRED BY THE SIJILDINS INSPECTOR. 2x4 FURRIN6 WITH FULL 6A TT IN5ULA T1 N 0> CONCRETE HALLS ~-~~~~~~~~~~~ --~~-+ DISTANCE l':lETHEEN DOOR JAM65 4 .JAc.ENT HALLS ARE '!YPIC.ALL Y &" IJNLE55 NOTED OTHERWISE. PROVIDE FULL BATT IN51JLATION B~ ALL FLOoR LEVELS. PROVIDE SOUND BATT INSULATION IN HALLS AD.JAc.ENT TO BEDROOMS AIW BA MS SHELF TO BE L_ SHELF 4 ROD '!YPIC.AL 11!1 ALL BEDROOr CLOSETS. 5UPPORTED 6',-C.ONT. lx4 PINE CLEATS, ·--'~------'-~-'-'----'-'-----'--c-. __ _ I -----+--- ! '-0" . =v I +--I I --- I~=: J L ~~~j~Wi===~~~~:Jl====~~ II ~ II I SLOPE II l:l~ ~~ - _li!~~~=F~~~~~~~====~~ 1l _ ~~~ II y) ::..1J "'m LJ ___ I _:j I I --~- .- I . ' 91 fn! + • " I 5'1 ,-, I + I -n w ~=---=1 r-· _] ' I ' • I L 11 I II I I u n iu N n..-:: or __, . If) I I . ' I i I, I i .JI .I II II II II 1 II --.-----------_jl ~ !--·-------------....J I I l I I . SLOPE 7.12 SLOPE 1.12 I I. I I I SLOPE 1.12 a ' . 1 SLOPE 1.12 .- II I I I ~· I ROOF PLAN 1/411 =1'-o·· " I · ~EOLOGICALLY t E!NS TIVE AREA '\' .. ;('00 L10N$R\DGE L0,'1;> SVITI: 3-D VA!L. CO Sl6~1' <;),TQ,4.7b ?220 ~kd@..-k.d'!e<::h.ccm • ..I -~. u.O oc z~ S:o Q..J 1-0 )( ·0 .0 ;. w .z> Jl-u -Z 1.1.::) D. :r:O 1-0 '::J zw w.;.J c ~.(!) ~< z -w I: • 1-C ~ . ·<( wa :e (!)oc ~z u... _J--< u.. >.1- ..JZ 0 ;(:l 0 ::1: >.:!· Nc ~..J (.)<( 000 .J II) _· lllc.o .cg 171C'ol 1- 0 ...1 STAMP OF RECORD: I JOB#: 02·1 'ORfl ,U7f ORB m1 PROGRESS , fi ! I • I !\ ' -. . ) J . ' --., I i