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HomeMy WebLinkAboutPlans - 0147.2008.ARGRr, �5RA0KET a 6"=1'-0" 3" NiEA STONE PAVERS TO MATCH EX15T'6 5NIOWMELT SYSTEM BY OTHERS T. STONE MATCH EX15T'6 LANDING AT HALL DOOR 12 $14 DALS 0 24" O.G. 24 8' BOND BEAM N 2-#4 HORIZ 8" GMU W/ #4 24 VERT ® 24" O.C. 12 FILL N/ COMPACTED GRANULAR FILL GENERAL NOTES OPERABLE WALL VO BLAGKBIR(H DRIVE A5PEN, COLORADO 06/05/08 EX15T'6 T __ ---- A. PUIGN LIVE L0AD5 0,2 7 8.2 0 Q 8. 2-2x12 1. 5NON 15 psf SUPPORT EXIST'6 BEAM EXTERIOR 13, DE516N CODES 12x12 HT I. INTERNATIONAL RESIDENTIAL CODE (2003) 2 2. A15C STEEL CONSTRUCTION MANUAL Nth EDITION) SHORE EXTERIOR 3. AITG TIMBER GON5TRUGTION MANUAL (4th EDITION) EX15716 LINE OF HT AS 2-2x6 - REOV PRIOR TO G. FOUNDATION PLATES REMOVING EXI5T'6 LANDING TO 13E FOUNDED ON A FOUNDATION 5Y5TEM DE516NED FOR A MAXIMUM 1 I I WINVOW WALL ALLOWABLE SOIL BEARING PRE59JRE OF 1500 P5F AND A PA551VE EQUIVALENT FLUID LATERAL EARTH PRESSURE OF 50 PGF. SPREAD FOOTINGS MU5T BEAR ON 16" O.C. LAG BOLTS UNDISTURBED NATURAL 501L5. 5EE SOILS INVE5TI6ATION REPORT NO. 108 3-18A, 2 ®Ib'" D.G. STAGGERED W6H TO M SEPTEMBER 41, 2008, BY HEPWDRTH-PAWLAK GEDTEGHNIGAL, INC., GLENNOOD HM HOLES 5PRING5, GOLORADO, FOR ADDITIONAL 501L DATA AND GON5TRICTION q/16'm 32' O.G. REQUIREMENTS. A REPRESENTATIVE OF THE 5011-5 ENGINEER SHOULD OBSERVE PLATE ! BOLTS ALL FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE PER MANUFACTURER BEARIN6 6ONDITION5. Ii• Lill �]Ili��■ 11>�= D.GONGRETE GONGRETE HAS BEEN DESIGNED AND SHALL BE GON5TRUGTED IN AGGORDANGE NITH THE AMERICAN GONCRETE INSTITUTE BUILDING CODE (AGI 31b-qW, ALL 5LAB5 ON GRADE AND 5TRUCTURAL SLABS SHALL HAVE A MINIMUM GOMPRES5IVE SGT ION-EAL� STRENGTH OF 4000 P51 IN 28 DAY5. ALL OTHER CONCRETE SHALL HAVE A MINIMUM GOMPRE551VE 5TRE%TH OF 3000 P51 IN 2b DAY5. ALL GONGRETE ®I I/2rI'-0` 0�086 SHALL HAVE A MINIMUM OF 2096 FLY ASH CONTENT. MEGHANIGALLY VIBRATE ALL GONGRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL .JOINTS (KEYED OR SAN GUT) AT A MAXIMUM 15-0" ON CENTER EACH WAY UNLE55 OTHERWISE 5HOWN ON PLAN, REINFORCIN6 BAR5 FACE EX157'G SHALL BE A5TM A615 - GRADE 60 (A5TM A106 GRADE 60 SHALL BE USED WALL FRAMING WHERE REINFORCING 15 TO BE WELDED) NO 5PLIGE5 OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING 5HALL BE PERMITTED EXCEPT AS END DETAILED OR AUTHORIZED BY THE 5TRUGTl7RAL ENGINEER. LAP 5PLIGE5, WHERE PL I/4" PERMITTED, SHALL BE A MINIMUM OF 44 BAR DIAMETER5. PROVIDE CORNER BAR-5OFEQUAL 51ZE AND 5PACING AROUND ALL CORNER5. PROVIDE 2 - #5 3 EDGES 5AR5 WITH A MINIMUM OF 2'-0" PROJEGTION BEYOND THE 51DE5 OF ALL OPENINGS 3/}6 BOTH 51DE5 IN WALL5, BEAMS AND SLABS. PROVIDE ALL AGGE55QRIE5 NEGE55ARY TO OF ME, SUPPORT REINFORCING AT POSITIONS 5HOWN ON THE PLANS. WELDED WIRE FABRIG SHALL CONFORM TO A5TM A185. LAP WIRE FABRIC REINFORCEMENT ONE N FULL MESH PLUS 2' AT 51DE5 AND END5 AND WIRE TOGETHER. ANCHOR BOLT5 G BOTTOM FOR BEAM AND GOLUMN BEARING PLATES SHALL CONFORM TO A5TM A301 AND EXI5T'G BE PLACED WITH SETTING TEMPLATES. 12x12 HT E. CONCRETE MASONRY +1+ ALL CMU SHALL CONFORM TO A5TM GqO. CHU USED BELON GRADE AND ALL ++ A 6x25 EXTERIOR WALL5 SHALL BE GRADE N-1. ALL MORTAR FOR HALLS SHALL 1/2 SEAM CONFORM TO A5TM 210, TYPE 5. GROUT FOR MA5ONRY BOND BEAM5 AND PILASTERS SHALL BE MADE KITH STONE AGGREGATE AND SHALL DEVELOP 3000 TAB PL 3/Ibx2xb A/ P51 GOMPRE551VE 5TR1rN6TH IN 28 DAY5. ALL MA50NRY SHALL DEVELOP 1550 6-5DS 1/44 1/2 5GREM P51 ULTIMATE GOMPRE551VE STRENGTH (f'm) IN 2b DAY5. ROD GROUT IN VERTICAL 5PAGE5 IMMEDIATELY AFTER POURINIG AND AGAIN FIVE MINUTES LATER, 2-2xb COLUMN FLAT ALL CMU DESIGN 15 BA5ED ON VALUES NOT REQUIRING SPECIAL INSPECTION TO WALL A/ Ibd NAILS UNLE55 NOTED OTHERWISE ON THE PLAN5. A 12' O.G. 5TA66ERED EACH STUD, A55URE TIGHT HORIZONTAL REINFORCING SHALL BE STANDARD 'OUR-O-NAL' OR AUTHORIZED BEAR'6 TO EXI5T'6 FIND EQUIVALENT SPACED AT 16" O.G. EXCEPT AS NOTED. VERTICAL RI INFORGIN6 SHALL EXTEND FOR THE FULL HEIGHT OF THE HALL IN GROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4'-0' UNLESS GLEAN OUTS ARE PROVIDED IN AHIGH CASE GROUT LIFTS SHALL NOT EXCEED b'-O". PROVIDE I - #4 IN CENTER OF /� ELEVATION- GOLUGN/BEAM GROUTED CELL AT ALL CORNERS, INTER5ECTIONWLL ELND ,T BEAM BEARN 5, JAM55, EAGH 51DE OF CONTROL JOINTS AND AT R O.G. UNLESS NOTED OTHERN15E ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWEL5 TO MATCH HALL REINFORCING. PROVIDE 2 - #4 5" GONG. SLAB A/ _ GONTINIKX'S HURIZON s AL IN b' DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LE\ L5 AND MIN 4b" LONG BELON ALL BEAM BEARINGS. REINFORGINI6 " EXIST'6 4 0 12O.G. EJN. BARS SHALL CONFORM TO A5TM A615, GRADE 60 AT SPLICES, LAP BARS 40 :).N. PEIGHTA'L ENGINEERS STONE EX15T'6 TOR, BOLTED DIAMETER5. AT CORNERS AND INTER5ECTION5, fpE HORIZONTAL BARS KAIVE5 A ND ALL RE5PONS1 AND LIABILITY T SETT'G TO ML- SEAM GONTINUOU5 OR PROVIDE MATGHING CORNER BA AROUND OPENINGS IN WALLS, FOR PROBLEMS AHIGH AR15E BED EXI5T'6 PROVIDE I - #4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. FROM FAILURE TO FOLLOW u ML- BEAM F. 5TEEL THESE PLAN5 AND THE DE516N _ ALL WIDE FLANGE STEEL 5HAPE5 SHALL CONFORM TO A5TM Agg2. FOR 5, M, AND INTENT r- L CONVEY, OR FOR PROBLEMS WHICH ARISE FROM M'V PAD% 92W PA' .1— • 6' FT6 K/ 441 �ROLL APPLIED ® 12"" Q.G. E.N. AAMP-PROOF'6 THI5 FACE 5ECTI ON- LANDING @ 314'= I'-o' HP SHAPES AND GHANNEL5, STEEL SHALL CONFORM TO A3b. ANGLES AND PLATES OTHERS' FAILURE TO OBTAIN SHALL GONFORM TO A36. ALL SHOP GONNECTIONS SHALL BE WELDED A5 AND/OR FOLLOW GUIDANCE OF OLL I 1 INDICATED ON PLAN BY AN "APPROVED FABRICATOR" PER IBG OR UNDER S.K. PIrIG ENGINEIiRS WITH 5K.PE IG T r SPECIAL INSPECTION WITHIN THE SHOP. FIELD GONNEGTION5 SHALL BE A5 ANY ERRORS, RESOMISSIONS, - - 18" DR DETAILED. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED INCON515TENIGIE5, :2-P.T. 2x4 SILL PL GREATER IN AGGORDANGE WITH LATEST PRCM51ON5 OF THE A15G MANUAL OF STEEL AM81 6UITIES, OR CONFLICTS SEE DETAIL 5/52 GON5TRUGTION AND A15G CODE OF STANDARD PRACTICE. SHOP DRAWINGS AMB1 ARE ALLEGED. SHALL BE SUBMITTED TO THE ARGHITEGT OR ENGINEER FOR REVIEW PRIOR TO 12' BOND SEAM FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLIGABLE 4' AI 2-#4 HORIZ 6 MIL VI5-<XM OVER CONNECTIONS, LAYOVr, AND BRACING. USE 1 ELDERS MEETING THE RECavUIREMENT5 LIP GRAAL5PACE SOIL OF THE AWS 'STANDARD OUALIFIGATION PROCEDURE'. COMPLY NITH AWS DIJ - GRAV+i(_ 5PAU "5TR1CTURAL WELDING CODE.' ALL MELDS SHALL BE EIOXXLH TYPICAL UNLESS - NOTED OTHERAI5E. PRIME ALL STEEL KITH APPROVED PRIMER. TOUGH -LIP PAINT AT EXP05ED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. -+Zt IT CMU A/ 04 20 L G. D FRAMI WOOD FOR FRAMING SHALL BE KILN DRIED DOU6LA5 FIR/LARGH `I'° VERT a 24': O.G. 12 ALL 5TRUCTURAL • NO NEW FOUNDATION DRAIN. GRADED AS PER LATEST EDITION NATIONAL DE51614 5PECI F IGAT IONS FOR WOOD E� �...••',�yC�,+i�" CON5TRLVTION" BY THE NATIONAL FORT S PAPER A550GIATION AA. �DMAI 1-61 I 1 11= 501L5 INVE5T16ATION FINDS ESND �ttl00w,' NO UPPER LEVi^L WATER EXIST'G DEEP FOUNDATION DRAIN S��- JOISTS ( > 2Xb) NO. 2 OR BETTER SYSTEM TO CONTINUE SERVICE. Fb=100 PSI (xI15 REPXxGF) Fv = IbD PSI E = 1600000 P51 VERIFY UNIDI5TURBED LIGHT FRAMING 57UD5 2X45TUD OR BETTER) SgK-P-E NATURAL BEAR'6 SOILS Fb = 100 P51 (xIJ5 REP) Fcperp = 625 P51 Fcpar = 550 P51 01056 FRAMING STUDS 2Xb (NO, 2 OR BETTER) S K PEIGHTAL ENGINEERS Fb = 100 P51 (xIJ5 REP) Fcperp = 625 P51 Fcpar = 1350 P51 76 SUNSET DRIVE/UNIT 4 BASALT, COLORADO 8162I ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE R602.30) OF THE PHONE: (970) 927-9510 INTERNATIONAL BUILDING GORE. FAX: (970) 927-0597 H. ALL EXISTING GONDITONIS MU5T BE VERIFIED BY THE BUILDER IN THE FIELD. UNKNOWN AND VARIED GONDITION5 MAY BE FOUND. NOTIFY THE ENGINEER OF ANY OPERABLE NNALL STRUCTURAL CONDITIONS FOUND TO VARY FROM THAT INDICATED, DE516N REVISIONS MAY BE REQUIRED, AND ARE EXPECTED A5 A PROCESS OF REMODEL 1100 13 A I(BIRGH DRIVE WORK. I, ALL DIMENSIONS ON STRUCTURAL DRAWIN65 SHALL BE VERIFIED AGAINST THE ASPEN, SOLORADO ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE AT-TENTION OF THE ARGHITEGT. ISSUE: J. THE ARGHITECT 4)5T AUTHORIZE ALL 5UB5TITUTION5. SUCH AUTHORIZATION 06105108 REVISED PERMIT DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE ORAWING5 Ob/20/08 REVISED PERMIT AND SPECIFICATIONS. MOg1O8 REVISED PERMIT °—* - ' :• �' `_ K. THE CONTRAGT STRUCTURAL DRAWINGS AND 5PECIFIGATION5 REPRESENT THE OV8108 REVI5ED PERMIT FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GON5TRUGTION. THE CONTRACTOR SHALL PROVIDE ALL MEA5URE5 NEGE55ARY TO PRO'TEGT THE 06111g108 REVISED PERMIT 5TRUGTURE DURING GON5TRUGTION. SUCH MEASURE5 SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO GONSTRUGTION EQUIPMENT, IOJOII08 REVISED PERMIT REMOVE 6 AINDOAS ETC. OBSERVATION V15IT5 TO THE 51TE BY THE STRUCTURAL ENGINEER SHALL AND PROVIDE NEW FOLDING VIDE NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE 5TRIGTURAL DOOENGINEER WALL SYSTEM BY BE RESPONSIBLE FOR THE GONTRAGTOR`5 MEANS, METHODS, OTHERS TECHNIQUE5, 5EQUENCE5 FOR PROCEDURE OF G0N5TRUGTION, OR THE SAFETY J08# 0108& PRECAUTIONS AND THE PROGRAMS INCIDENT T&.ivED©1O�p SHEET: �. C��U EA5T LBU I LD I NCB ELEVATION A&LN N75. 01086 4LMLDW-,nEPARMNT i i E L i I 0 u ------- T------------------------- II I I F — — — T —,—� II I I I I I I I EXIST'& CONG. 5LA8 W/ I I I I I STONE PAVERS TO REMAIN I I I I I I II I I I I II I I i I II I I I I II I I I I II I I I I II I I I I II I I I 1 II I I I I I � EXIST'G PLANTER I EXIST'6 CONC. SLAB YV STONE PAVERS TO REMAIN C:7,7771 I� -------------- II � II EXIST'6 FLOOR FRAMING NOT REVIEWED DINING 8' C'm FND 5EE DETAIL 3/52 8' GONG. FT6 SEE DETAIL 3/52 NEW 5' CONIC SLAB W/ 04 A 12' O.G. EA OVER GOWACTED GRANULAR BASE. L --- — 1 12" CMU FND I SEE DETAIL 3/52 6' CMU FND W/ $4 VERT • 24' O.G. PROVIDE ACCESS DOOR PER I'RC SECTION R4063 PROVIDE VENT AT DOOR PER I RC SECTION R408.1 (100 5( STEP TOP WALL UP TO GRADE. CAP NV P.T. 2x6 PLATE ACCESS OPENING LINE OF EXISTS L — — — FLOOR LED6E L II L I I I I � I r F1 I _ I I I I'I II II II LL—.----------------- ------------------ it II I I I I I, I� I� I I� II Ig II II II II II II II II ----------------- I f . 5 T c/ - vda'c wot'le Separate permits pare required for electrical plumbing, mechanical work, or fire spinkl:� r. . RMIT Na. 01 81. 2 0 0 8. AQ-GQ- NER [�-PLc LLC- ;.CRESS ( I L)\-) C-Yl+ OUNTY ' ZIP �0(' '-J*')!�CEL ID x) 35 012- i) t)1-7 FOR CODE 10DUR DICE See notes #1 plans N=-. SEE ARCH. FOR ALL DIME1 IONS 4 ELEVATIONS NOT INDICATED. Separ' tQ �,F. r �n;t qre require c �r e1tct.rciaal. plum'isig ,nor r. ►cal work, y r ; % 1,i l ler.1ECEIVED S.K. PE16HTAL EN61NEERS KAAIVE5 ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH AR15E FROM FAILURE TO FOLLOW THESE PLANS AND THE OM16N INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW 6UIDANCE OF S.K. PE16HTAL ENSINEERS WITH RESPECT TO ANY ERRORS, 0455IONS, INCONSISTENCIES, AMBIGUITIES, OR CONFLICTS WHICH ARE ALLEGED. SoK-,P,,E- S K PEIGHTAL ENGINEERS 76 SUNSET DRRIUL IT 4 BASALT, COLORADO 81621 PHONE: (970) 927-9510 FAX: (970) 927-0597 OPERABLE HALL 1100 BLAGKBIRGH DRIVE ASPEN, GOLORADO ISSUE: 01/04/06 PERMIT 06/05/06 REVISED PERMIT 05/20/05 REVISED PERMIT OVM06 REVISED PERMIT 0q/16108 REVISED PERMIT NA41148 REVISED PERMIT 10/01/06 REVISED PERMIT 10/13/06 REVISED PERMIT JOB# 0?086 5HET: i i I PATIO FOUNDATION PLAN 1/4" = I'—C JCT 7008 iE PARTIAL ROOF PLAN •► i zow • i EXI5T'6 STONE LL LINE EX15T'6 STONE - � PATIO - - -- - - - 15T' ROOF OVE HAN6 REMOVE ! EX15T'6 WINIDOA5 EX15T'Ca PARTIAL FLOOR PLAN N.T.5. EXI57'6 STONE PATIO ND4 STONE PATIO- SEE 51 PROVIDE NEW DOOR HALL SYSTEM BY NANAAALL. NOTE: REIN 6LA55 AREA WILL BE LE5� THAN EX15T'6 6LA55 AREA. NANAAALL MODEL AAb-f DOOR 6 PAN RAISED SILL. LOIN E AIR FILLED lN5UL TE4PERED 6LA55. U- FACTOR 0.35 REVVI5ED FLOOR PLAN N.T.S. 01056 0 ROOF OVERHANk5 NEW AGGE5c_ DOOR TO GRAAL5PAG'- SEE 51 EX157'6 570E SILL LINE f 2 lip BRACKET b.+I,-0• "I' REA STONE PAVERS TO MATCH EX15T'6 5NOAMELT 51'57EH L BY OTHERS T. '5TO'NE MATCH EX15T'6 LANDING I 1 AT HALL DOOR -iT7 12 #4 OWLS - 24" D.C. 24 3„ 8" BOND 13EAM A/ 2-#4 HORIZ 4° LIP b" GMU A/ #4 24 VERT A 24" O.C. L 12 FILL H/ COMPACTED GRANULAR FILL GENERAL NOTES OPERABLE WALL I100 BLACKBIRCH DRIVE A5PEN, COLORADO 06/05/05 EXI5T'6 - ---- A. DEUI N LIVE LOADS 2-2x12 SUPPORT I EX15T'6 I. SNOW � p 5f BEAM I I EXTERIOR B. DE51 N GOD 5 12x12 HT I. INTERNATIONAL RESIDENTIAL CODE (2003) 2. A15G STEEL CONSTRUCTION MANUAL (qth EDITION) �— SHORE EXTERIOR 3. AITG TIMBER CONSTRUCTION MANUAL (4th EDITION) EXIST'& _- "' LINE OF HT AS 2-2xb �� REOV PRIOR TO G. !`�QUNDATICN PLANS REMOVING EXIS76 LANDING TO BE FOUNDED ON A FOUNDATION SYSTEM DESIGNED FOR A MAXIMUM 14 WINDOW AALL ALLOWABLE 501L BEARING PRE55ORE OF 1500 P5F AND A PA55ME EQUIVALENT 1/2" Ox4" LAG WL75 FLUID LATERAL EARTH PRE55URE OF 50 PGF. SPREAD FOOTINGS M)5T BEAR ON Ib" O.G. 57A&&ERED A 6x25 BEAM UNDISTURBED NATURAL 501L5. 5EE SOILS INVESTIGATION REPORT NO. 108 318A., TIGHT TO HT 5EPTEMBER 11, 2008, BY HEPHORTH-PAHLAK GEOTEGHNIGAL, ING., GLENHOOD WEB H01.E5 5PRING6, COLORADO, FOR ADDITIONAL 501L DATA AND GON5TRxTION q/lb"o ® 32" O.G. REQUIREMENTS. A REPRESENTATIVE OF THE 501L5 ENGINEER SHOULD OBSERVE PLATE d BOLTS ALL FOOTING EXGAVATION5 PRIOR TO CONCRETE PLACEMENT TO EVALUATE it PER MANUFACTURER BEARING CONDITIONS. O D. CrONGRETE �? CONCRETE HA5 BEEN DESIGNED AND SHALL BE CON5TRUGTED IN ACCORDANCE o WITH THE AMERIGAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-q5). ALL SECTION- HEAD5LAB5 ON GRADE AND 5T'RUGTURAL 5LAB5 SHALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 4000 P51 IN 28 DAY5. ALL OTHER CONCRETE SHALL HAVE A I MINI" M COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAY5 ALL CONCRETE 0181 2003 01056 SHALL HAVE A MINIMUM OF 20% FLY A5H CONTENT, MEGHAN16ALLY VIBRATE ALL GONCRETE WHEN PLACED EXCEPT 5LAB5 ON (7RADE, ALL 5LAB5 ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR 5AH GUT) AT A MAXII N 6-0" ON CENTER EACH AAY UNLE55 OTHERHI5E SHOWN ON PLAN. REINFORCING BARS FACE EX15T'G 5HALL BE A5TM A615 - GRADE 60 (A5TM A106 GRADE 60 SHALL BE USED HALL FRAMING HHERE REINFORCING 15 TO BE WELDED) NO 5PLIGE5 OF REINFORCING SHALL BE END MADE AND NO HEEDING OF REINFORCING SHALL BE PERMITTED EXCEPT A5 FL 1/4" DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP 5PLIGE5, INHERE PERMITTED, SHALL BE A MINIMUM OF 44 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND 5PAGI% AROUND ALL CORNERS, PROVIDE 2 - 05 3 ED&E5 BAR-5 WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENfN6,5 B07H SIDES 3/lb IN HALLS, BEAMS AND SLABS. PROVIDE ALL AGGESSORIES NECESSARY TO _ _ —<OF YOB SUPPORT REINFORCING AT P051TIONS 5HOHN ON THE PLANS. HELDED HIRE !V ,�'/��1 FABRIC SHALL CONFORM TO ASTM A185. LAP HIRE FABRIC REINFORCEMENT ONE �-� J 1 .' 1 I FULL MESH PLUS 2" AT SIDES AND ENDS AND HIRE TOGETHER. ANCHOR BOLT5 6 BOTTOM FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO A5TM A307 AND jti�f i �;�� EXIST'6 BE PLACED HITH 5ETTPN6 TEMPLATES. 0 12x12 HT FOY. ,,-�'A E- E. GONGRET� MASONRY +1+ ALL GMU SHALL CONFORM TO ASTM CQO. GMU U5ED BELCH GRADE AND ALL ` +1+ H 6x25 EXTERIOR HALLS SHALL BE GRADE N-I. ALL MORTAR FOR HALL5 SHALL -� +1+ 3116 11/2 BEAM CONFORM TO A5TM 210, TYPE 5, GROUT FOR MASONRY BOND BEAM5 AND PILASTERS SHALL BE MADE HITH STONE AGGREGATE AND SHALL DEVELOP 3000 TAB PL 3/16x2xb A/ P51 GO'MPRE551VE STRENGTH IN 28 DAYS, ALL MASONRY SHALL DEVELOP 1350 b-505 1/44 1/2 5GREA5 P51 ULTIMATE COMPRESSIVE STRENGTH (f'm) IN 28 DAYS. ROD GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN FIVE MINUTE5 LATER. 2-2x6 COLUMN FLAT ALL GMU DESIGN 6 BA5ED ON VALUES NOT REQUIRING SPECIAL INSPECTION TO HALL NU 16d NAILS UNLE55 NOTED OTHERN15E ON THE PLAN5. a 12 D.G. 5TA&&ERED ,• ofans EACH STUD. A55URE TIGHT HORIZONTAL REINFORGING 'SHALL BE STANDARD "DUR--O-WAL" OR AUTHORIZED BEAR'G TO EX67'6 FRO EQUIVALENT SPACED AT 16" O.G. EXCEPT A5 NOTED. VERTICAL REINFORCING R.O. 14'-11 3/4" 5HALL EXTEND FOR THE FULL HEIGHT OF THE HALL IN GROUTED GELL5. GROUT LIFT5 SHALL NOT EXCEED 4'-0" UNLE55 CLEAN OUT5 ARE PROVIDED IN INHICH `' }�� *,�}�I /� CASE GROUT LIFTS, SHALL NOT EXCEED 8'-0", PROVIDE I - #4 IN CENTER OF ELEVATION- ATIOI`l- COLUMN/BEAM GROUTED CELL AT ALL GORNER5, INT'ER5EGTION5, HALL END5, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT INTERVAL5 NOT TO EXCEED 48" 1/7'_I'-0. aloft O.C. UNLESS NOTED OTHERHISE ON PLAN, DCHEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DO^IEL5 TO MATCH HALL REINFORCING. PROVIDE 2 - #4 5", GONG SLAB AI CONTINIOU5 HORIZONTAL IN W DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48" LONG BELOH ALL BEAM BEARINGS. REINFORCING EXIST'& �4 A I2° D.C. E A. BARS SHALL CONFORM TO A5TM A615, GRADE bO. AT 5PLICE5, LAP 'BARS 40 S.K. AL ENGINEERS STONE WAIVEE5 S ANY AND ALL EX15T'G TIMBER, BOLTED DIAMETER5. AT CORNERS AND INTER5ECTIONS, MAKE HORIZONTAL 5AR5 RE_5P045115ILITY AND LIABILITY 2" SETT'& TO ML- SEAM CONTINUOUS OR PROVIDE MATGHI% CORNER BARS. AROUND OPENIN65 IN HALL5, FOR PROBLEMS AHIGH AR15E BED EX15T'6 PROVIDE I - #4 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. FROM FAILURE TO FOLLOA � ML- BEAM F. r �` THESE PLANS AND THE DE516N Q _ INTENT THEY CONVEY, 0R FOR ALL AIDE FLANGE STEEL SHAPES SHALL CONFORM TO A5TM Agg2. FOR 5, M, AND INTENT HE HHICH ARISE FROM HP SHAPES AND HANN G ELS, STEEL SHALL CONFORM TO A36. ANGLES AND PLATES OTHER-5 FAILURE 70 OBTAIN SHALL CONFORM TO A36. ALL 5HOP CONNECTIONS SHALL BE HELDED A5 AND/OR FOLLOA GUIDANCE a> I I INDICATED ON PLAN BY AN "APPROVED FABRICATOR" PER IBG OR UNDER S.K. OR FOLL HGUIPAININEER5 HITH .° SPECIAL 145PECTION HITHIN THE SHOP. FIELD CONNECTIONS SHALL BE AS RESPECT TO ANY ERRORS, DETAILED. STRUCTURAL 5TEEL SHALL BE DETAILED, FABRICATED AND ERECTED - _ 18'" OR OMISSIONS, INCONSISTENCIES, 2-P.T. 2x4 SILL PL GREATER IN ACCORDANCE WITH LATEST PROVf51ON5 OF THE A15G MANUAL OF STEEL_T1<___JAMBIGUITIES, OR CONFLICTS SEE DETAIL 5/52 GONJST'RUGTION AND AISG GODS OF STANDARD PRACTICE. SHOP DRAWINGS yW.11�{ ARE ALLEGED 5HALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO 12" BOND BEAM FABRICATION. SHOP D'RAAING5 SHALL DETAIL EACH BEAM, APPLICABLE 44 Y4/ 2-#4 HORIZ 6 MIL Vf5-QUEEN OVER CONNECTIONS, LAYOUT, AND BRACING. U5E HELDER5 MEETING THE REQU'IREMENT5 `�U��1111t101NgJ LIP GRAHL5PACE 501L OF THE AH5 "STANDARD OUALIFIGATION PROCEDURE". COMPLY HITH AH5 DI.I ,p ,(1 RE!;ln CRAWL 5P.AGE "STRUCTURAL HELDI% CODE." ALL WELDS SHALL BE E10XXLH TYPIGAL UNLESS ��4� T�� NOTED OT14ERHI5E. PRIME ALL STEEL HITH APPROVED PRIMER. TOUCH-UP PAINT ySG AT EXP05ED BOLT5, HELD5, AND ABRADED 5HOP PAINT AREAS. 12' CHU NU 04 20 G. 5TRUCTURAL WOODFRAMING S VERT 4 24" O.G. 12 ALL ROOD FOR 5TRUGTURAL FRAMING 5HALL BE KILN DRIED DO%LA5 FIR/LARGH %��,� "13a°0e'4�� A NO NEA FOUNDATION DRAIN. GRADED AS PER LATEST EDITION NATIONAL DESIGN 5PEGIFIGATION5 FOR HOOD �`s�ONAI .1111E I I=1I I =� 1= SOILS INVESTIGATION FINDS GONSTRUGTION" BY THE NATIONAL FOREST a PAPER A550GIATION AND Whff'A. �F�pNI�t N11111 NO LIPPER LEVEL HATER. STRUCTURAL J0I5T5 (> 2X6) NO. 2 OR 13ETTER EX15T'G DEEP FOUNDATION DRAIN Fb=q00 P51 NI.15 REP)(xGF) Fv = 180 PSI E = 1600000 P51 SYSTEM TO CONTINUE SERVICE. VERFY UNDISTURBED LIGHT FRAMING 5TUD5 2XV5TUD OR BETTER) S,,K- P I NATURAL BEAR'& SOILS Fb = 100 P51 (xi.15 REP) Fcperp = 625 P51 Fcpar = 850 P51 Oi08b FRAMING STUDS 2X6 (NO.2 OR BETTER) S K PEIGHTAL Eti61\1 :RS Fb = g00 P51 (xE.lS REP) Fcperq = 625 P51 Fcpar = 135C1 P51 76 SUNSET DRIVE LNIT 4 BASALT, COLORADO 81621 ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE R602.3(1) OF THE PHONE: (970) 927-9510 INTERNATIONAL BUILDING CODE. FAX: (970) 927-0597 t H. ALL EXI5TIN6 GONDITi0N5 MUST BE VERIFIED BY THE BUILDER IN THE FIELD. !•Fy UNKNOHN AND VARIED CCOITION5 MAY BE FOUND. NOTIFY THE ENGINEER OF ANY OPERABLE WALL :. �. RAL BITUEAiDAEEECINDICATED. 1ON55 MAY REORED AND FROM THAT AS AFRXE55 DESIGN REMODEL II00 BAKDRGH DRIVE HORK. ' I. ALL DIMEN510145 ON 5TRUGTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ASPEN, G©LJRADD ARCHITECTURAL AND D15GREPANCIES SHALL BE BROt*HT TO THE ATTENTION OF THE ARCHITECT. IS�IJE: J. THE ARCHITECT MUST AUTHORIZE ALL 5UBSTITUTION5. SUCH AUTHORIZATION 06/05/08 REVI5ED PERMIT DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE HITH THE DRAHI%tS 08/20/08 REVISED PERMIT et .iV d AND 5PEGIFIGATION5. 09/09108 REVISED PERMIT ' K. THE CONTRACT STRUCTURAL DRAWINGS AND 5PEGIFIGATION5 REPRESENT THE FINI5HED 57RUGTURE. THEY DO NOT INDICATE THE METHOD OF GON5TRUCTION. OV8108 REVI5E0 PERMIT THE CONTRAGTOR SHALL PROVIDE ALL MEASURES NE(E55ARY TO PROTECT THE 0111110b REV15ED PERMIT 5TRUGTURE DURING GONSTRUGTION. SUCH MEA5URE5 SHALL INCLUDE, BUT NOT BE LIMITED TO, BRAGING, 5HORI% FOR LOADS DUE TO GON5TRUGTION EQUIPMENT, 10101108 REVI5EO PERMIT ` REMOVE EX15T'6 HINDOHS ETC. 0135ERVATION VISITS TO THE SITE BY THE 5TRIGTURAL. ENGINEER SHALL 10/13/08 REVI5ED PERMIT AND PROVIDE NEH FOLDING NOT INCLUDE INSPECTION OF THE ABOVE ITEM5 NOR HILL THE 5TRUGTURAL DOOR HALL SYSTEM BY ENGINEER BE RESPONSIBLE FOR THE GONTRACTOR5 MEAN5, METHOD5, NANAAALL SEE NOTES DETAIL 1/52 TECHNIQUES, 5EQUENCE5 FOR PROGEDURE OF CONSTRUCTION, OR THE 5AFETY JOB# 070a& PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. . 01086 SHE ET REGEIVED EAST �1111L�PI�N(5�ELE�11A�TION AOCT ntx�a a -tab ASNJ:N - - - WRI aE f _ _..' IN ROLL APP'L I ED 8" FT O.C.AI *4�D)01F-PROOF'& ® 12" .E.N. THIS FACE SECTION- LANDING s 3!4"=1'-0' F L 0 i ■ r ■ ti t LOT4 _-`— x CT x x x x So�'f5R£BAR & CAP {!LL£CIBLF) S 13-J639' W 4.24 FE FROM TRUE CORNER EDGE OF PAVEM£Nr I e. GRAPHIC SCALE LOT9 20 0 10 20 IO 84 J� 1 s ( IN FEET } 7'1 c7C 13 1 inch = 20 ft. / / �GS J / REr A/N/NC WALL 3� FND. J'S REBAR & CAP ^ ^ ^ �` ' 1 / / LS 15710 S4 CJ 7 '©p'L- J 3,3 1, oeW MD. /5 RE RETEi / CON A, 7 -u,16' W o..25 Fa-r f LS 16129 ' 9SI ""v (ADJACENT P1?QpER1Y, / / ti / FND. J5 REBAR & CAP LS 15710 0 m Notice: According to Colorado Law, you must ti commence any legal action based upon ony defect in this survey within three years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than fen years from the date of the certification shown I hereon M r `- y J / J J s / / / f / f / f 123.61' OPEN SPACE EASEMENT (BOOK 668, PAGE 2J4) AREA ADDED TO LOT 10 BY PLAT OF FIRST AUCAIDiEaENT TO THE PLAT OF BLACK BIRCH ESTATES O JRVE TABLE CURVE RADIUS LENGTH TANGEA17r CHORD DIST BEARING DELTA C 1 JO. 00' 25, 40' I J 52 24.65 NJ4 -J 1 'OS "6- 48'30 J8 " SCHMUESER GORDON MEYER I e W. 6TH STREET, SUITE 200 GI.E:NWOOD SPRINGS, COLORADO 8 II 60 1 E5 (97D) 945- 1 004 FAX (970) 945-5948 SCHMUESER GORDON MEYER ASPEN, G©Lo�ao (970) 925-e7,27 CRESTED BUTTE, CO (970) 349-5i355 ENGINEERS I SURVEY ©R S I E-mail, survey@sgm-inc.com / r. 9 . 1I 1 MECLIANICAL BUILOING I I zl I j F WALLS—, DITCH LOT I— -leD a S8D �`�fi' 4j8 y'C 15710 CO NfR UM. C4ly / J J J6:5' ® AUWHOL£ f - f !4r J PERMIT NO. OWNER ADDRESS CITY10OUNTY Z1P PARCEL ID u e / TWO STORY MW-110ME 0 L: Lp J 2119' t :z 11 rl 'J —G ri CONCRETE 1 Q r. HEATED i 1 0 ORII/EWA Y la J, c 7.2' CJ� 2 ¢' rh LLLLL LLLLLLLL L 14' j + ©LD 1 Q 71.2' �. r motc C LOT I0 . r�ry 2 B' I.507'Acs. */ 0 TWO Sr0RY19Z,4 1t:110Aff p g 0 z 6' 0 coP a '"vt+t`c ii U r+'e Cr Li Lit' 4 ti i"GI.CILi:1 rt❑LiC':' i. l f; Z - r, � r '' r A4W�, ,,r� ,, �� ,���, � Q � ' •,; rt c , sncr� Mrs 'TONE PATH 5. �ntlan 71an i �c 117.7' v. - _ �.a .�F E!i ��tii�t,JC ; � • rtr �c,att^G. N 4 4 - t;wJ• Aurrzt,r - �-Y - i in - SWING � T_ X YGROUND r : r u . cis — Y Ce it 17 :t'J :: J . r i r zj aa,y4a;tr (p LJ JCMF rrrx4r� on n — -- 48' rx u cr --- — — — — — Y s--n-Fri . T — 10' UTILITY EASEMENT (RELOCArtd) S88'35' 15'fW 392.51 Legend and Notes., o indicates ,`ound monument as described. Bearings are relative to a bearing of S 63'31 '24 " W on the line between .Va. 5 reborn and caps LS 15710 as shorn hereon. This property may be subject to apparent easements for existing utNties and irrigation ditches. - Fences are shown hereon for information only and do not necessarily represent limits of ownership. -- This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easements or other encumbrances of record has been taken from final plat of First Amendmment to the Plat of Black Birch Estates. - Date of fie/d survey --,Jan 2000 and Aug 2005. DESCRIPTION Lot 10, First Amendment to the Plat of Black Birch Estates, County of Pitkin, State of Colorado. Surveyor's Certificate: 1, ,Kenneth R. W;,7son, berg a Registered Lane Surveyor in the State of Colorado, do hereby certify that this improvement survey was made under my sup--rvision and is true and correct to ?'he best of my belief and kn,,wledge. / further certify that the improvements or, the 7,�ore described parcel on this date, 25 August 2005, except utility connections ore enrtirely within the boundaries of the pore, except as shown, that there are no encroachments upo7 the described premises by improvements on any adjoining ,remises except as indicatied, and that there is no apparent evidence o f any earsement crossing or burdening any p rt of. except as noted. a°aaoo0pa 0 Kenneth R. Wilsor;0'_.5-0 1 3 Q o ae ►oo• FND. 5 R4e4R & CAP LS 1 710 50' WITNESS CORNER to its are act Cal, 7 ytmochanical SEA' 19 2udd r.L�,Y,- REVISION DATE B), Job No. 91172F aER SURVEY Drown by.' KW IMPROV. �MENT Dole.- AUG 2005 - Approved.' File: BLACKIO-iMP-2005 OF 1 N M so 40 40 01 472008 G a --=--o—T----------------------- —� �I I II I 1 I I I I I I I EX15T'6 GONG. SLAB KI l 1 I 1 STONE PAVER5 TO REMAIN 11 I I I I II I I I I II I 1 I I 11 f I I I II 1 I I I II I I 1 I II I I 1 I 11 I I 1 I C1 I I I I I j EX15T'6 11 PLANTER 11 l f 1 EXIST'6 GONG. SLAB Yr/ I I + - - - - - STONE PAVERS TO REMAIN I- - II �I II 1 II 11 I II —L---1-------� I a� 5' GNU FND • SEE DETAIL 3/52 8' CONC. FT6 �j�` SEE DETAIL 3152 NEIN 5' GONG SLAB W/ 5 #4. 12` O.G. EA OVER y2 COMPACTED 6RANIAR 86 GNU FND YV 04 VERT A 24, O.G. DIVIDE ACCESS DOOR PER IRG SECTION R4083 PROVIDE VENT AT DOOR PER IRC 5FLTION R406.1 (100 5( STEP TOP MALL UP TO GRADE. GAP W/ 12" GNU FND I P.t. 2x8 PLATE SEE DETAIL 5/52 ACCESS OPEN N6 EXI5T6 i I LINE OF EXI57-6 FLOOR WT REVIEY'EDI NS L FILOOR LEIh��E PININi i G -., I \1 ��=_______ I I I I J I I i I L1� � I 1 L .._ IF II II II II II L_------------------� I, II II — — — — — — — — — — — — — — — — — — — — — — — I I I _ I I I I I I I I I I 1 I I I I I 1 I I I I 1 I I I I I 1 1 1 I I I I I I I I I I I I I I I I I f I I I I 1 1 1 I I I I I I I I I I I I I I I 1 ! f I I EX15T'G C PLANTER 1 C C � r-----------------� 1 2 I 1 52 I 1 ------ L---� � I V I 1 I V I I' I I I I 1 I I I Ij II M4 H W5 T16HT TO BOTTOM OF EX15T'6 12x12 HT I _MST'6 WI -JOIST _ I I • b-, O.G. JI 19m. SEE ARCH. FOR ALL DIMENSIONS 4 ELEVATIONS NOT INDICATED. RECEIVED S,K. PFI&HTAL EN61NEMS WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PRDBLEM5 W4I04 AR15E FROM FAILURE TO FOLLOH TW;5E PLANS AND THE OM16N INTENT THEY C4 VEY, OR FOR PROBLEM WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW WDAW.,E OF S.K. PEI&HTAL EN61N RS 041TH RU;eEGT TO ANY MROR5, 04551045, 1W.0615TENGIES, AMBIGUITIES, OR C 4FL.ICTS WHICH ARE ALLEGED. S*K,P,E- S K PEIGHTAL ENGINEERS 76 SUNSET DRIVEIM 4 BASALT, COLORADO 81621 PHONE: (970) 927-9510 FAX: (970) 927-0597 OPERABLE hALL 1100 B.AGKB RU DRIVE ASPEN, COLOR -ADO ISSUE: 01104108 PERMIT 06105108 REVI5ED PERMIT 08120/08 REVI5M PERMIT 0g10°I108 REV150 PERMIT 0W108 REV15M PERMIT 0IM08 REV151rD PERMIT JOB# 0w70a& 5HEET: 0 I PATIO FOUNDATION PLAN a 1/4" = I'-O PARTIAL ROOF PLAN ® 1 /4" = I'-O M r7 M M 1 et! M 3" N e 13RAOKET Ill 6":I'-o" olobb NEW STONE PAVERS TO MATCH EXIST'& 5" CONC. SLAB W/ #4 4 12" O.G. E.W. MATCH EXIST'& LANDING AT HALL DOOR 12 4 pWL5 a 24 24" O.G. r` 8" BOND BEAM W/ 2-44 HOR1Z 8" GMU W/ 04 24 VERT A 24" O.G. 12 FILL W/ COMPACTED I / GRANULAR FILL 8' FT6 WI 04 @ 12" O.G. E.W. EX15T'6 2-2x12 SUPPORT SEAM EX15T'6 2-2xb PLATES 1/2"tPx4" LAG BOLTS I6" O.G. 57A66ERED WEB HOLES glib"W 0 32" O.G. EXI5T''6 EXTERIOR 12x12 HT 54ORE EXTERIOR LINE OF HT AS PEOV PRIOR TO REMOVIN6 EXI57'6 WINDOW WALL W 6K25 BEAM T16HT TO HT PLATE E BOLTS PER MANUFACTURER GENERAL NOTES OPERABLE WALL 1100 BLACKBIRGH DRIVE ASPEN, COLORADO 06/05/08 A. DESIGN LIVE LOADS 1. SNOW 15 psf B. DESIGN GODE5 I. INTERNATIONAL RESIDENTIAL CODE (2003) 2. A15C STEEL CONSTRllCT10N MANUAL (qth EDITION) 3. MTG TIMBER CONSTRUCTION MANUAL (4th EDITION) G. FOUNDATION LANDING TO BE FOUNDED ON A FOUNDATION SYSTEM DESIGNED FOR A MAXIMUM ALLOWABLE 501L BEARING PRE551JRE OF 1500 P5F AND A PA551VE EQUIVALENT FLUID LATERAL EARTH PRESSURE OF 50 PGF. SPREAD FOOTINGS MUST BEAR ON UN0I5TURBED NATURAL 501L5. SEE SOILS INVESTIGATION REPORT NO. 108 318A, SEPTEMBER 11, 2008, BY HEPWORTH-PAWLAK GEOTEGHNICAL, ING., GLENWOOD SPRINGS, COLORADO, FOR ADDITIONAL 501L DATA AND CONSTRUCTION REQUIREMENT5. A REPRESENTATIVE OF THE 5011-5 ENG9NEER SHOULD OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE BEARING CONDITIONS. 01472008 D. GO RETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-q5). ALL 55T1 aN- HEAD 5LA85 ON GRADE AND STRUCTURAL SLA55 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAY5. ALL OTHER CONCRETE 5HALL HAVE A D MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 IN 28 DAYS. ALL GONGRETE ® 1 1/2':I'-o' 010$b SHALL HAVE A MINIMUM OF 2096 FLY ASH CONTENT. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL 5LAB5 ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW GUT) AT A MAXIMUM 15'-0" ON CENTER EACH WAY UNLE55 OTHERWISE 5HOWN ON PLAN. REINFORCING BAR5 FACE EX15T'6 SHALL BE A5TM A695 - GRADE 60 (A5TM A106 GRADE 60 SHALL BE USED WALL FRAMING WHERE REINFORCING 15 TO BE WELDED) NO 5PLIGE5 OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS ENO DETAILED OR AUTHORIZED BY THE 5TRUCTURAL ENGINEER. LAP SPLICES, WHERE PL 1/4" PERMITTED, SHALL BE A MINIMUM OF 44 BAR DIAMETER5. PROVIDE CORNER BARS OF EQUAL 51ZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - 115 3 ED&ES BARS WITH A MINIMUM OF 2'-0' PROJECTION BEYOND THE SIDES OF ALL OPENING5 J/I6 BOTH SIDES IN WALL5, BEAMS AND SLABS. PROVIDE ALL ACCE550RIE5 NECESSARY TO OF OES SUPPORT REINFORCING AT POSITIONS SHOWN ON TIME PLANS. WELDED WIRE FABRIC SHALL CONFORM TO A5TM AI85. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2' AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLT5 6 BOTTOM FOR BEAM AND COLUMN BEARING PLATE5 SHALL CONFORM TO A5TM A30-7 AND EXIST'& BE PLACED WITH 5ETTI% TEMPLATE5. 12xl2 HT E. GONCRETE MA50NRY +f+ ALL GMU SHALL CONFORM TO A5TM 610. GMU USED BELOW GRADE AND ALL +1+ W bx25 EXTERIOR WALLS SHALL BE GRADE N-I. ALL MORTAR FOR WALL5 SHALL +I+ 3/h6 1 I/2 BEAM BEAM5 AND �ASTERSNFORM TSHALL BE MADE WITH STONE AGGREGATE AND ALL DEVELOP 3000 TAB PL 3/Ibx2xb W/ 'P51 GOMPRE551VE 5TREN6TH IN 28 DAYS. ALL MASONRY SHALL DEVELOP 1350 6-5D5 1/4x4 1/2 5CREN5 P51 ULTIMATE COMPRESSIVE STRENGTH (f"m) 1N 28 DAYS. ROD GROUT IN VERTIGAL SPACES IMMEDIATELY AFTER POURING AND AGAIN FIVE MINUTE5 LATER, 2-2xb COLUMN FLAT ALL CMU DESIGN 15 BASED ON VALUES NOT REQUIRING 5PECIAL INSPECTION TO WALL W/ Ibd NAll UNLE55 NOTED OTHERN15E ON THE PLANS. 0 l2' O.C. 5TA6GERED EACH STUD. A.55URE T164T HORIZONTAL REINFORCING SHALL BE STANDARD "DUR-O-WAL' OR AUTHORIZED BEAR'& TO EXIST'6 FND EQUIVALENT SPACED AT 16" O.G. EXCEPT A5 NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN GROUTED GELL5. GROUT LIFT5 SHALL NOT EXCEED 4'-0' UNLESS CLEAN GUT5 ARE PROVIDED IN k"GH CASE GROUT LIFTS SHALL NOT EXCEED 8'-0', PROVIDE I - 04 IN CENTER OF �I�1 I I/�1 j�,� IEAI " GROUTED CELL AT ALL CORNERS, INTER.5EGTION5, WALL ENDS, BEAM BEARINGS,JAMB5, D:2ETIDIN—GVLVMII � L EACH SIDE OF CONTROL JOINTS AN'D AT INTERVALS NOT TO EXCEED 48"�-0' )_T08b O.G. UNLE55 NOTED OTHIERH15E ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL REINFORCING, PROVIDE 2 - #4 GONTINUOIIS HORIZONTAL IN 8' DEEP GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 48" LONG BELOW ALL BEAM BEARINGS REINFORCING EX5T'6 BAR5 SHALL CONFORM TO A57M Al GRADE 60, AT SPLICES, LAP BARS 40 S.K. PEIGHTAL ENGINEERS STONE EX15T'6 TIMBER, BOLTED DIAMETERS. AT GORNER5 AND INTER5EGTION5, MAKE HORIZONTAL BARS l ANY AND ALL 2" 5ETT'6 TO ML- BEAM CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND OPENINGS IN WALLS, RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE BED PROVIDE I - 04 TO EXTEND A MINIMUM OF 24" BEYOND EDGE OF OPENING. EXIST'& FROM FAILURE TO FOLLOW ML- BEAM — F. LTILL THE5E PLANS AND THE DE516N ALL WIDE FLANGE 5TEEL SHAPES SHALL CONFORM TO A5TM Agg2. FOR 5, M, AND INTENT THEY CONVEY OR FOR PROBLEI^"L5 WHICH Al FROM gg ROLL APPLIED DAMP-PZOOF'6 THIS FACE HP SHAPES AND CHANNELS, STEEL 544ALL CONFORM TO A36. ANGLES AND PLATE5 0THER,5' FAILURE TO OBTAIN SHALL CONFORM TO A36, ALL SHOP GONNEISPON5 SHALL BE WELDED AS AND/OR FOLLOW 6UIDANGE OF INDICATED ON PLAN BY AN "APPROVED FABRIGATOR" PER IBG OR UNDER 5.K. PEI6HTAL ENGINEER5 WITH SPECIAL INSPECTION WITHIN THE SHOP. FIELD CONNECTIONS SHALL BE AS RE5PEGT TO ANY ERRORS, OR DETAILED. 5TRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED OMISSIONS, INC.ONSPSTFNCIES, 2-P.T. 2x4 SILL PL GREATER IN ACCORDANCE HITH LATEST PROVISIONS OF THE A15G MANUAL OF STEEL OMISSIONS, C CONFLICTS SEE DETAIL 5/52 GONSTRUGTION AND AI5C (ODE OF STANDARD PRACTICE. SHOP DRAWING5 AMB1 ARE ALLEGED. 5HALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO 12" BOND BEAM FABRICATION. SHOP DRAYVING5 SHALL DETAIL EACH BEAM, APPLICABLE 3" ! 4" b MIL VIS-Q4Jk�N W/ 1-04 HORIZ OVER CONNEGTION5, LAYOUT, AND BRAGING. USE WELDERS MEETING THE REQUIREMENTS VERIFY -1 LIP GRAW,5FAGE 501L OF THE Al 'STANDARD QUALIFIGATION PROCEDURE'. GOMPLY WITH AYE DI.I GRANL. 5FAGE UC "STRTURAL WELDING C ODE." ALL 1^ELD5 SHALL BE E1OXXLH TYPICAL UNLESS /.. NOTED OTHERR'WI5E. PRIME ALL STEEL HITH APPROVED PRIMER. TOUCH-UP PAINT i Is AT EXPOSED BOLTS, WELD5, AND ABRADE[) SHOP PAINT AREAS. y-+� .° 12" CHU W/ #4 20 G. 5TRUGTURAL WOOD FRAMING x ` cc.i�t-v� !�c� VERT 9 24" O.(,. 12 ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOU6LA5 FIR/LARGH NO NEW FOUNDATION DRAIN.GRADED A5 PER LATEST EDITION 'NATIONAL DE-516N 5PEGIFIGAVONS FOR HOOD '••.,..� �� C SOILS INVESTIGATION FINDS ON5TRI)GTION' BY THE NATIONAL FOREST I PAPER A550GIATION AND )"WA. `J NO UPPER LEVEL WATER. EX15T"6 DEEP FOUNDATION DRAIN STRUCTURAL JOISTS 02Xb) NO. 2 OR BETTER SYSTEM TO CONTINUE SERVICE. Fb=100 P59 NI.15 REPXxGF) Fv = 180 P51 E = 1600000 P51 VERIFY UNDISTURBED LIGHT FRAMING STUDS 2X4(STUD OR q-KBETTER]* E 5EGT ION- LANDING NATURAL BEAR'& 50IL5 Fb = 100 P51 N1.15 REP) Fcperp = 625 P51 Fcpar = 850 P51 3l4"--1'-o' olobb S K PEIGHTAL ENGNEERS FRAMING STUDS 2X6 (NU. 2 OR BETTER) Fill = q00 P51 (x1.15 REP) Fcperp = 625 P51 Fcpor = 1350 PSI 76 SUNSET DRIVE INIT a BASALT. COLORADO 81621 _ ALL NAll NOT NOTED 5HALL BE ACCORDING TO TABLE R602.30) OF THE PHONE: (970) 927-9510 Z; INTERNATIONAL BUILDING CODE. FAX: (970) 927-0597 H. ALL EXISTING CONDITIONS LUST BE VERIFIED BY THE BUILDER IN THE FIELD. pC I^I *.+Pr - UNKNOWN AND VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANY {OI- OPERABLE NALL REVI5IO MAY BEI�REQUIRE V ARE EXPECTED AS Fall TO VARY FROM THAT INDICATED. p5 OFSREMODEL 1100 BL� KBIRl DRIVE WORK. A- f 1. ALL DIMENSIONS 011 STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ASPEN, GOLORAD® 4 ARGHITEGTURAL AND 015GREPANGIE5 SHALL BE BROUGHT TO THE ATTENTION OF r THE ARCHITECT. 155UE : J. THE ARGHITEGT MUST AUTHORIZE ALL 5UB5TITU7IONS. SUCH AUTHORIZATION 06/05/06 REVISED PERMIT '�. DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS 05/20/08 REVISED PERMIT ` AND 5PEGIFCATION5. . '-" Ogf04fo8 REVISED PERMIT K. THE CONTRACT STRUCTURAL DRAWING5 AND 5PECIFICATION5 REPRESENT Oq/18/QS REVI5ED PERMIT FW54ED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GON5TRUCTION THE CONTRACTOR SHALL PROVIDE ALL MEA5URE5 NECESSARY TO PROTECT THE ogllq/o8 REV15ED PERMIT STRUCTURE DURING CONSTRUCTION. SUCH MEA5URE5 SHALL INCLUDE, BUT NOT BE x' LIMITED TO, BRAGING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION V151T5 TO THE 51TE BY THE 5TRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RE5PON5913LE FOR THE C40NTRAGTOR'5 MEANS, METT 7EGHNIQUE5, 5EOUENGE-5 FOR PROCEDURE OF C.O �Cew JOB# -7 VE PREGAUTION5 AND THE PROGRAMS INCIDENT THE r Olobb SP r SHEET: E A 5 T �U 1 Lid 1 NG ELEVAT I aN row,NRRTMEN w L% Z N.T5. WINDOW 5CIIEDL1t.E GORDON R'ESOiCE -_-,-- - -- _ - �- I - Mar 31. 1992 _ MANUFACTURER'S GLASS MARK TOT. MANUFACTURER NUMBER FT. LOW "E" 3/4" INSLIL. a _-- REMARKS _ _ M 4' _ q!y- AREA qjY' AREA - -T - - 1 -1 CUSTO1-7 X W-6 124.0 010 1 124 0 2 1 1'-10 X 8'-6 15.6 0.0-�1 3 1 16'-6 X 8'-6 140-3 _ 0.0 1 140.3T --- -- -_ - 4 _ 1 - 1'-10 X 8'-6 15.6 4.© 1 15.6 t 5 1 11'-2 X 8'-6 94.9 0.0 1 94.9 f --s - .- - -- ----- '--- 6 1 3'-10 X 8'-6-- 32.6 - - 0.0 1 - _32.6-- 4'-2 X 8'-6 35.4 1 i35 4 _ - ` _ __-0.0 - j Q �-� I-� �t SF r�� AVAII�21AI - OF -. IG, 81 4'-2 X 5'-4 22.2 1 22.2 i 2'_2 X 8'-5 O.0 _ - ---TEMPERED v 1 21-2 X 8'-5 18.2 1 18.2 •70- - TEMPERED�� 'Ci� �lt�l l�o�� - 8 11 1 2'-2 X 8e5 18.2 1 1882 - -- - -;, - _ - _ �0.0 ---- TEMPERED� ! � 12 1 2'-2 X 8'-5 18.2 1 18.2 - _ 0.0 - - - TEMPERED ! 13 1 "--- 2'-2 X 8'-5 �18.2 1 18.2 0.0 - TEMPERED 1 14 �1 3'-10 X i_1'-0 36.5 -_ 0.0 1 36.5 - _- - TRAPEZOID ` Cl 4` 7'-7 X I V-2 84.7 0.0 i 84.7 17 1 3'-10 X 11'-0 36.5 0.0 -1 36.5 - TRAPEZOID \` 18 1 2'-2 X 7'-8 16.6 1 16.6 - 0-0 -- -- TEMPERED- -- - -- ---- - - •-- - 19 2 _2 X 7'-8 16.6 1 16.6 - T0.0 TEMPERED 20 1 PELLA 2068 WC 9.4 1 9.4 - 0.0 --_-TEMPERER EGRESS HARDWARE 21 1- CUSTOM 2'2 X33' 0 8.3 1 8.3 -66 _ - - 22 1 C22 X 3'-10 8.3 1 8.3 0,.0 - 23 1 PELLA 3042WC-6842WC-3042WC 36.6 1 36.6 Q.4 27 1 CUSTOM 2'-2 X V-10 � 883 1 8.3 0.0 --- -- - - -- 28 _ _ 1 - - 2'-2 X 3'-10 8.3 1 - B.3 0.0 - _ - _ - - I . 29 1 2'-2 X 7'-S 16.6 1 16.6 0.0 - TEMPERED - 2'-2 x 7'-8 16_.6 1 16.6 0.6_ TEMPERED - - - LOT 9 W 1 NANA R3+2 80.6 1 80.6 0.0 _- _TEMPERED, OPENING CLASS WALL (DOOR)- PROPOSED RE14 oM --- - - 375.0 S80.5 ALLOWABLE GLASS AREA- 708.5 FT. - - -- - - -- LOW "E" GLASS _ AREA • .571- 214A SQ.FT• - - - --- --- --- - 5 I -�fi ;-- - - --- - _ _ - - - --- - I IN UL. GLASS AREA" 580.5 SQFT. TOTAL GLASS AREA- 794.E SQ.FT. ­l::N �UNTS- V TRACT 13 OPEN5PAGE son am ~ ..f b' LrnLny EASEMENT EX15T7NG 7WO 5TORY HOLSE 1 �man on .. 1 I-- _ ko _ y C6 -z 1 l i I I I I PROPOSED I ( NEW WING 1 I I } - I 1 I I I / I 1 I I-_---__--- _- _---__ -____ 1 I xr 1111L1TY FA5EMENT (RELOCATED) 0 (a AL [NFOKMATION FROM SURYEYS OF. 61',/i89 5Y LINES IN SPACE SITE PLAN 1212191 13Y SCHMUESEI, GOKDON MEYER INC. @ 1" = 20'-0" 0 41 LE EAST ELEVATION 1 /811= 1 1-011 NORTH 40 IGH WATER UHE ZONII'@!!',' F.A.R. SUMMARY April 20, 1992 ALLOWABLE ACTUAL ZQNING 41 4 LOT 65644.92 SO. FT, AREA UNDERWATER 3949 SO. FT, NET LOT AREA 61695.92 S . ZONE R-15 F.A.R. 6833 S©. FT. EXISTING 4720 SO. FT TO BE REMOVED 1203 SQ', FT. NET REMAINING 3517 SO. FT. NET ALLOWABLE 3316 S©. FT. PROPOSED 3308 SO. FT. F. A. R. BLDG, AREA 6825 SCE FT. LOWER LEVEL - MAIN 0 SO FT. UPPER LEVEL - MAIN 1638, 313 SCE, FT. LOWER LEVEL - MASTER 698.74 S©. FT, UPPER LEVEL - MASTER 970.47 SO. FT. T BACK FRONT 25 FT. N.A. SIDE 10 FT N A. REAR 10 FT N A HEIGHT 2 5'I - 0" 2 3 "- 7' GLASSAREA TOTAL GLASS AREA 708.5 SO. FT. 794.6 S© FT FT PYRIGHT ORE K GUY Cl.4YES PC Y m W Y, Z LWo r Q W s u J 04 W }� a 3 (�} 0 co r CD WQ a)o Q�r~ °� 0I0(0 Ow (oWOm Wr ©-1cr) 3:u cc0 m,(J� 0 < W Z Lu cc V♦ W a a 8 m J � a� ZW 00 Y-i 00 mDo UJI OLu 8% cam r� 91182 DRAWN RKQ CHECKEt� iSBUED PRINTED: 3-25-92 GORDON RESi7bNCE -- MARK TOT. MANUFACTURER Wfem_ SCHEOW _ - _ _m .-- - -- MAi 31. 1 J`J2 GLASS - "E' 3/4" WSUL. REMARKS - - MANUFACTUk S - NUMBER FT. Low q Y_ AREA qTY. 1 1- 1 AREA - ---- -- - -`- --- - ----- _ ._ - - -- �- - - TEMPERED TEMPERED TEMPERED _ TEMPERED TEMPERED TEMPERED - - - - TRAPEZOID - TRAPEZOID-- - - 6i -- TEMPERED_ - - -TEMPERED _TEMPERED, EGRESSHARDWARE -_-- -- - ---- - - _ - _-- ---- _ - - - -- -� TEMPERED - - TEMPEREDS--- T MP RED, OPENWG i AS5 WALL (DOOR)- - ----- - - i ` 3 1 CUSTOM _ - 14'-7 7( 8'-6 i 24.0 -- 0.0 -0.0 124.0 1'-10 x 81-6 15.6 15.6 1 16'-6 X 8'-6 --_ _ _ 140.3 -156 0:0 140.3 - -4 1 -1 1'-10 x 8'-6 ®.© t 15.6 _ 94.9 32.6 0.6 5 1 V-2 X 8`-6 94.9 _ 32.6 - - 0.0 1- _ 1 - 6 --7 8 9 11 13 - 14 15 17 18 -19 _ 20 21 22 23 27- 28 29 1 3'-10 X 8'-6 OA_ 1 4'-2 X 8'-6 35.4 1 3S.4 -18.2 10.2 18.2 -18.2 18.2 0.0 i t 1- 4'-2 X S'A 22.2 1-__- 1 1 1 1 1 - -00 0.0 0.0 - 0.0 -- 36.5 84.7 36.5 0.0 0.0 - 0.0 2'-2X8'-5 18.2 2'-2 X 8'-5 1_8.2 2'-2 X 8'-5 18-2 _-0.0 i 2'-2 X 8'-5 2'-2 X 8'-5 - 18.2 - -1 &2_ _ 36.5- -- - 11- `- _i_- 1 a 3'-10 x 111-0 1 1 1 - 7'-7 X 11'-2 84.7 0.0 1 1 3'-10 X 11'-0 2'-2 X T-8 36.5 0.0 16.6 1 16.6 - - 1 1 PELF 2 2 X 7 -8 2068 WC 16.6 -9.4 -1 i 1 16.6 9.4 -8.3 - _ 1 CUSTOM 2 -2 X T-10 2'32 X 33'-16 - 8.3 _ 0.0 1 1 1T 8.3 1 1 8.3 36.6 - 0.0- 0.0 PELLA CUSTOM 3042WC-6842W6-3042WC 36.6 --- 2'-2 X 3'-10 8.3 1 8.3 0.0 1; "- 2'-2 X 3'-10 8.3 1 8.3 0.0 5.0 i 2'-2 x 7'-8 td.6 1 16.6 30 1 2'-2 X 7'-8 16.6 1 16.6 80.6 - 0.0 W _ ALL6ivA8LE 1- NANA R3r2 80.6 1 0.0 375.0 580.5 GLASS AREA- 708.5 SQfT. LOW "E" GLASS �- AREA • .571 a INSUL. GLASS AREA- 214.1 S( _FT. - - - - - - - - 580.5 SQ.FT. - - TOTAL GLASS AREA- aY QF UNITS= 794._ 6 SQFt. 27 - - LOT 9 k` -9� 4�qI ' 1 10 if c 1 TRA n LOT N , OPEN SPACE w xy Lm EtiSEJygy� EXISTINGTWoSTORE-F{pUSE I 1 I I - 1- f I ` �eaPos _ I ED NEW WING I ! 1 r I I I I II I--_--.--.--_--- ----- ----- 1(1' UTILITY EhSWEW (RELOCATED) Ems:. I ►Nj H F_;� w Gt *T*F T10i l ALL INFOKMATION FROM SURVEYS OFF 6/7/89 BY LINES IN SPACE 12/2/91 BY SCHMUESER GOKDON MEYER INC • • SITE PLAN 91"=20'T EAST ELEVATION @ 1 /8 11 = 1 1_011 11 0 r ZONIN .A.R. SUMM April 20, 1992 �_LQWABLE ACTUAL ZONING LOT 65644.92 SQ FT. AREA UNDER WATER 3949 SQ. FT. NET LOT AREA 61695.92 SQ. FT. ZONE R-15 F.A.R. 6833 SO. EXISTING - 4720 SQ. FT. TO BE REMOVED 1203 SQ FT NET REMAINING 3517 SO. NET ALLOWABLE 3316 SQ. FT. PROPOSED 3308 SO. FT. F. A. R. BLDG AREA Q.Ff. Q!2 LOWER LEVEL- MAIN ,5 0 SQ, FT, UPPER LEVEL - MAIN 1638. 313 SQ. FT. LOWER LEVEL - MASTER 698.74 SO. FT. UPPER LEVEL - MASTER 970.47 SO. FT.. T BACK FRONT 25 FT. N A. SIDE 10 FT. N. A. REAR 10 FT N. A. HEIGHT 25"-0" 23"-7' GLASS R TOTAL GLASS AREA 708.5 SO. FT. 794 6 SOl.FT. FC PYRIGHT OFIE K GUY CIATES PC 0 � N co0 } ❑ 0-0'm (Dw0�7 VX < cu 0 �- 0) OD U) Ixo7QO 11mm�? Lkq NNZ W C? w � � G 8 Lu w J = O Z LLI so ra Y O Z W Ow 8oc (� v- 91182 DRAWN RI'(© CHECKED tssuEO 4-I-92 PRINTED: $-25-92 y y k 10 4 • SOUTH ELE /,�Tk,N , t N CR TH ELE'V Tf N _z - � _----�- t - - -� 11 '� •' 41 E�, T E�.E I"ATid►N m + I i II i I 'NEST EL ` /46,T ON SECTION "E" 12x12 R0. - - SUILT- UP Ex Po Z-'E ID ROOFING PER° M�TE� TVP TYP-------_ ° WOOD f4A E5 ° Sf0lNG W7 f NSU LArION T Y P, E S TU i DECK i -- -- - + Hk CXD trom_ . '4z GA( SECTION _`1DI' 0 a r CIV oo - � s WNENI;p z - GARAGE ' FLOOR, R 12x1i RD. — Ex �5E>✓' w n cvc s T Yp. 0 i ' IVING ROOM I 1 I � I! BRIDGE 1 i A _ a 1 I I i I r STUDIO -CAS. ` C DN AF.�c,1i I 1 1 I it E It fi r14'. D fi 0 - SECOND FLOOR PLAT J • _ o 0 1 '� w1A+t•� oa�L + L)NDERFLOOR UN0GC.up1E 1 �I ;+ Es*J 1 2 4' • o�� - ------ - - - - - - - - -- - ---1 -4 GAI~?Ae_E FLOOR PLAN it I I� ° NOTE SEE SHEET A- 2. FOR FLOOR PIXN op R ESI DE NC E _Q r, cn FACE OF STUDS TYPICAL 2X4 STUDS 0, ((-o "O,C. UNLESS 071WER11141S>~ N07-f-D PROJECT. IRESI DE ill CE. F09 : 7HOK�S WELL.. ASPEN C OLORADO TIHOM" WELLS i ASSIOCISTUS SRCHR=CT! ASPEN LOS ANGELES T" L S . REVISIONS, TITLE OF 1NEET, FLOOR EXTERIOR I q ELEVATKDNS SECTION +`ST LJ DI O/ eA RA G E ) SCALE : y411 PROJECT NO, DRAWING NUMS[R A4 -L 7 8�76 GATE SHEET OF SHEET$ '.. , :� i.. f., E+..al•1-!. ] L'E-4NFfiINT iA�� t;r I i