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Home My WebLink AboutApproved Plans1 e!. PIID VBCPY LO1 T 55 45 p50PBLTY0O MCLN M (pQTu�THj BROWN 917E WALL 9-15-19 A TOVE06N 1AVE LOADS I. SNOW (ROOF) 2 EXPOSURE 5. WIND. 4. SEISMIC ZONE 5 DESIGN LOOM 40 P5F (ROOF) 5 WIRD 5P® G 115 MPH (5 SECOND &UST) 1. INTERNATIONAL RESIDENTIAL CODE (2015) 2 AGI BUILDING CODE (AGI 515-14) 5. AISG STEEL CONSTRICTION IC.TION MAWAL (14(4 &11tIs) 4 AITG TIMBER CONSTRUCTION MANUAL (611 E&IIm) G. FOUNDATION SITE WALL 1 BUILDING FOOTINGS HAVE BEEN DE516450 USING AN A55UMED MAXIMUM ALLOWABLE 501L 5555156 PRESSURE OR 2000 P5F, RACED ON UNDISTURBED NATURAL 501L5 EFFECTIVE FLIED PRB55URE 15 ASSUMED TO BE 40 PSI. THE 501L5 ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE TIE OWNER SHALL RETAIN A 501L5 ENGINEER TO INSPECT THE BEARING 5OIL5 ETCPOS0D DURING EXCAVATION TO VERIFY DE5165 ASSUMPTIONS AND ACTUAL BEARING CONDITIONS PROVIDE FOUNDATION DRAIN AND UNDERDRAIN SYSTEMS A5 RECOMMENDED BY TIE 501L5 EN6INEER. PRECAUTIONS SHALL BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS DURING 0ON5T 1607105 D CONCRETE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH TRE AMERICAN CONCRETE INSTITUTE BUILDIN6 CODE (AGI 91505) ALL CONCRETE SHALL HAVE A MINI1481 COMPRESSIVE STRENGTH OF 9000 P51 IN 25 DAYS EXCEPT FOR SLAB ON GRADES WHICH SHALL BE 4000 P51 MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON 6RADE ALL SLABS ON 6RADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX 10'-0" O.C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN REINFORCING BARS SHALL BE ASTM A515 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY TE STRUCTURAL ENGINEER LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING PROUD ALL CORNERS PROVIDE 2 - 65 BARS WITH A MINIMUM OP 2'-0' PRO.BGTION BEYOND TE 51DE5 0P ALL OPENINGS IN WALLS, BEAMS AND SLABS PROVIDE ALL ACC5hOR1E5 NECESSARY TO SUPPORT REINFORCING AT POSITIONS 5140+04 ON TE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO / 5TM AIB5. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2' AT SIDES AND ENDS AND HIR! T06ETIER ANCHOR BOLTS FOR BEAM AND 00LUM14 BEARING PLATES SHALL CONFORM TO ASTM 490T AND Be PLACED WITH SETTING TEMPLATES. E TIE ARCHITECT MET AUTHORIZE ALL SUBSTITUTIONS. 5UGH AUTHORIZATION DOES NOT RELIEVE TIE CONTRACTOR FROM CONPOR4ANC5 WITH TIE DRAWINGS AND SPECIFICATIONS F. COORDINATE ALL OPENINGS THROU644 FLOOR5, WALL5 AND ROOFS WITH TIE MECHANICAL AND aLPG'WGAL CONTRACTOR& 6 120 NOT BAGKPILL AGAINST HALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE HALLS ARE IN PLACE N CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IP PLACED ON FRAMED CONSTRUCTION LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER 50UARE FOOT. I. TIE CONTRACT STRUCTURAL DRAWINGS AND SPEGIPIGATIONS REPRESENT TIE FINISHED 5TRUGTURE THEY DO NOT INDICATE THE METHOD OP CONSTRUCTION TE CONTRACTOR SHALL 5 PROVIDE ALL MEASURES NECESSARY TO PROTECT TIE STERTTRC DURING COCITOIGTON. 5UCJ1 MASLOW.. SHALL 15545105. BUT NOT PE LIMITED TO. MACHOS 51505666 105 64575 CAE TO 544071507105 560014NL5D. RTC, 0105AVATIOH VISITS TO 714E 51TE BY TIE 67540 TRIAL 571515555 5440L NOT INCLUSE 060000TION OP TE 445WE 110149 NPR+pLL THE 57 5010554. ENGINEER BE RIMPO5559.e FOR TIE LO+T5AGTORE PEA/2k METHODS, '55CAGESLE5, IEGLIECm POR PRO(EDT,fE OP COTN5T547TO5 OR THE WET PRIE,ALTIONE AND WE P505RAIE INCIDENT THERETO. / (L 6.1.[A4v4 41/254 1 I. 5 . (Ltml/ord4Wtovis •k#u14/4 ktoff S &YARD RAIL BY POA.DATION PA 466r •CODATDN 5Y CRIME H- T WALL. 5@ PUN 6.6 X7 TOP 4 501 VENT R *WC NORM • WOG /11 116' I TE XfLOWL 5 16"OG 2- T DRIVEWAY 4a53T3G 6!! PLAN T Fre rI SEG 11Lry1 .11L,MIM ®&'-0" OR LESS RETAINING )HALL 2 5µ'F140' Refer to plan attachments for Garfield County Building Requirements and comprehensive list of Plan Review Notations. Skifivi of tiaxi a wth 41 i z (b43{•4•- ; n grdlG lora (ivg.tavovidz, cop Of 9 Wv (o V`3 I'l► lcXpwwf- Of hP (QV(dlr 9141 -di GUARD RAIL 5Y DIeN& 1.1.1 . If Fate/Alio. 47151!5 P'0067.'0 NT 4.45116 50/041106 »r THOTE. INR 6550756 Was 569650 Fox TOPa WALL T FO011X6 ELVA11016 5421-D HURRY FUDR TO 6ON]Taw11014 ALL TTN Q WLL6 aflum.0X771044 TT'565 T6 Le mar wpm .= +40LL.4, Seel PLAN 4 � 0051 /OF 1501 VERT • 16'06 HORIZ • 16.0G 65XSLD1L• 16.OG T St''VEPTAY 544 PLAN APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD1.Np DEPARTMENT DATE Wd f 1Q BYO FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of 5'-7 5/4' V- C P7 • I 69X2410415512'004 FULL HEIGHT •4EW4 TO EXISTING WALL DRILL 4 EPDXY GROUT 6' INTO EXISTING WALL TYP A5 5HOH N I i Tw SLOITE TT __ J Lu_ Ill ED ;n Ob` -O" TO 6'-O" RETAINING WALL 9)4" • W -O' 6' tis' 5740' NOTE. A5 505414004411H6 1- OF 6RADE. MAINTAIN 24' MVO TO BOTTOM OF FOOTING TYE UNC. {WF) NOTE, EXISTING FAILED CONCRETE RETAINING WALL TO EE REMOVED. COORDINATE DEMOLITION HIM EXI5TIN6 PROPERTY LINE, UTILITIES, ETC. NIM) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTIONPSF SITE WALL FOUNDATION PLAN 6 I/4" = 1'-O" 50T000RTRAGTOR '0115.541565? ALL 566Ta6 004W11006 5 064541515 754004TO OOR51b0TTO6 AL CO/DIT078 WORN AAE AMOCO ATS APE 10 EE PTSD V154TI19. 0551556765 TG FROYTO5 ALL 7EII0RARr ROOM, 4 MACAO AS WOOED NO{E. TNr 60570055 1)6544TE TTC FINAL 0aT01TTON p "6 917F.1..E 65 LorrR CTO. 16 4.16.0 4X.C. FOR T7tORVX' SOMAS AND 6550.50 01/100 DQV AAO 00CTRM710N 9C INTERA4. NOME FOR ADTXRO411. 114424•1AT0X ALL D5EB5104S TO ER VIN"ED w .UGI FROG TO 605TFOGTO4 NOTE, BALDING 05.5457105 IW'C' 617E 85VAT105':T. ARCM fore. sly ARCH FOR P6'5000 AN41 5.E451 56 507 6005750 4015(0.004 01CR TO Malo DTV ALL 5)0515146 GOOSTFON9 a 05081018 PRIOR TO LON0TR1LTI0N ALL CONGITION6 6IGPN ARE 0668340 AIS ARE TO 5E FIND VERIFIED 0ONTRA6TOR TO IROVIOE Al TEMPORARY 51105156 4 BRACING AS Reams" NOTE TIB 05517455550554E T1r A WJ. COw1TONOF 1140 545GTT5. TIB 0644mu0050 E RL.'JF000 .0 FOR r5E1R lY 614714110 R42OR 656 PARS CUM AN,50510+4015156070505 605RAL 500 FOR 5007750441. 55005550 DATE. 9-17047ISRMIT 1'1J1JE/REV, JOB 6, 19040 DECK FRAMING 6 FOUNDATION PLAN, 51.1 BLRE-08-19-5920 OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION 21 PSF STONE VENEER SEE ARCH H IIT IIIj,� fI: I l� ►*41t eicutedmi t AL) 1,ov- jt4 i Itit L-13,6 8'1 XX 1llII�II IImIIIvitII I 1—I I 1-111-11 I 11- =l I I-1 f -I 1-.1 1 HI 11=1 I I .11E111 -,-17111-1-T1111 ` i 1 1 1 1 1- 1 11=1 I II 1.:01:18'41--'- _11 o°Q°❑°°❑°III: 1-11=1 J=11=111 III—il111 I I 11! 1 1/2" GLR 1 I/2" =III I` 11: :"11.87Y`fi Ili 1I ! I I • GLR T'NALL = Std PLAN 411-1 2) 115 x GONT TOP E BOT 5 VERT 0 16°0G HORIZ ® Ib"OG *5 X r1 DYVL ®Ib"OG 1 `-10" Ib"OG T SLAB= ,� E S PLAN 9XGONT ❑"° ❑"°..°..❑..°..°..°°°..t 00000000 000 0000( 0430°0°0°0 130°00 °°Q°' T =T6 1 `IIE 1 SEE PLAN [-111 –III— —1111 III– oa°Q❑a°, ° ° ° n°n° °n I11I I1I1 fkl1111111111 1111111 SIE PLAN .-11-ti 1601ile 43/4AR 106 l i h19.�OVi�►G Grp OF bbl' wy►�a�a�.H Cw{i l .G pri ole -(•o ' b61 frl� ih 9 -tO 1. . RaL DROWN SITE WALL N -16 -IR A. 17E5I5N LIVE LOADS I. SNOW (BOOP) 40 PSF (ROOF) 2. EXPOSURE 5 D. WIND, WIND SPEED 115 MPH (5 SECOND GUST) 4. SEISMIC ZONE C B. DESIGN CODES I. INTERNATIONAL RESIDENTIAL CODE (2019) 2. AC1 SUILDIN6 CODE (AGI 516-14) 9. AISG STEEL CONSTRUCTION M.ANIJAL (14th Edition) 4. AIT TIMBER CONSTRUCTION MANUAL (6th Edition) G. FOUNDATION 517E WALL 4 BUILDING F00TIN&5 HAVE SEEN DESI5NED USING AN A55UMED MAX91IJ 1 ALLOWABLE SOIL HEARING 10RESEURE OF 2000 PST', PLACED ON UNDISTURBED NATURAL SOILS. EFFECTIVE FLUID PRESSURE 15 A56JMED TO BE 40 F'SF. THE SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURIN6 EXCAVATION TO VERfFY DEVON A551JMPTIONS AND ACTUAL ECARIN6 CONDITIONS. PROVIDE FOUNDATION DRAIN AND UNOERDRAIN 5Y5TEM5 A5 RECOMMENDED 13- THE SOILS ENGINEER. PRECAUTIONS SHALL BE TAKEN TO PREVENT l^€TTIN6 OF THE BEARING, SOILS BURINS CONSTRUCTION. D. CONCRETE ONCRETE HA5 BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN GONGIRETE INSTITUTE" EUILDIN6 CODE (ACI 515-05) ALL GONC.RETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 9000 PSI IN 25 DAYS EXCEPT FOR 5LA5 ON 5RADES WHICH SHALL BE 4000 PSI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON .RADE SHALL HAVE CONTROL JOINTS (KEYED OR SAY'[ GUT) AT MAX. 10'-0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCI146 BARS SHALL BE ASTM A6I5 -.RADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMITTED EXCEPT A5 DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, MERE PERMITTED, SHALL BE A MINIMUM OF 96 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND 5PACIN6 AROUND ALL GORE PROVIDE 2 - 05 BARS AITH A MINIMUM OF 2'-O" PROJECTION BEYOND THE SIDES OF ALL 0PENINSS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORGIN6 AT PO51T1QN5 5440Y1N ON Th -IE PLANS. WELDED WIRE FAERIG SHALL CONFORM TO ASTM AI65. LAP WIRE FABRIC REINFORCEMENT ONE FULL ME'H PLUS 2" AT SIDES AND ENDS AND WIRE T06ETIHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM A901 AND BE PLACED WITH SETTING TEMPLATES. E. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFIGATIONS. F. COORDINATE ALL OPENIN65 THROU6H FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. 6. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING. THOSE WALLS ARE IN PLACE. H. CONSTRUCTION MATERIALS SHALL DE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SMALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 1, THE CONTRACT STRUCTURAL DRANNGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL E PROVIDE ALL MEASURES NECESSARY TO PROTE=CT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT SE LIMITED TO, BR ,CINE, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ArloVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE RE5PON515LE FOR THE CONTRACTOR'S MEANS, METHODS, TEGHNIGRJ!`5, SEGVENCESS FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. Wo04 N 180 S GRAPHIC SCALE ( IN FEET) 1 Inch m 10 11. 31OIHAII REGPL.ISTL- LOT 19 CA' L S 85447 FOUND BLOCK3 O 20..OVE GROUND LOT 4 BLOCK NOTICE ACCoRnrRO I'D Cot °RAO° LAW YOU MUST COMMENCE/ail LEOAL RAM, 1,0N ANy priEcT IN MI6 SURVEY WIDIR1TIMEE,ARS Ai -MR 1 DU FBI, THIS SURVEY RE ColkedENCED MORE 'MAN VEARS..051 TIE DATE OF TIE -1-1111W BAR 1nAAl 40' BELOW GROUND EXISTING CONDITIONS SURVEY A PORTION OF LOT 22, BLOCK 3, WESTERN HILLS SUBDIVISION ACCORDING TO THE FINAL PLAT RECORDED DECEMBER 23, 1958 AS RECEPTION NO. 203826 COUNTY OF GARFIELD, STATE OF COLORADO •.11'__1 I) THIS PROPERTY IS SIIBIECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, ORM PLACE THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OFA TITLE COOIBTMENT THEREFORE, EXCEPHONS TO TITLE THAT 4IAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC 3) TIME DATE OF THIS SURVEY WAS RINE II AND AUGUST 06, 2010 3) BASIS OF BEARINGS FOR TIES SURVEY IS A BEARING OF N611'49.58"E BETWEEN THE NORTHWESTERLY CORNER OF LOT 5,13109K 5.A I" IRON BAR FOAM) IN PLACE AND THE SOUIIRVESTERLV CORNER OF LOT 2L BLOCK 3, A 1"IRON BAR FOUND IN PLACE d) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN (HEREON IS U S SURVEY FEET 5) THIS SURVEY IS BASED ON PIE WESTERN HILLS SUBDIVISION FINAL PLAT RECORDED DECFMBFR 23, 19513 AS RECEPTION NO 203826, THE WARRANTY DEED RECORDED JURY 19, 1985 AS RECEPTION NO 363511 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, AN ILC PREPARED BY AN UNKNOWN SURVEY COMPANY AND CORNERS FOUND IN PLACE 6) DUE TO THE LACK OF INFORMATION ON THE RECORDED PLAT, AND LACK OF EXISTING BOUNDARY CORNERS ON THE SUBJECT LOT AND SURROUNDING LOTS AS WELL AS THE DIFFERENCE IN EASTERLY FENCE LINE AND EASTERLY DEED DESCRIPTION, LOT 02 SQUARE FOOTAGE AND ACTUAL SITE IS UNKNOWN ITIS THE OPINION OF PS[ THAT A BOUNDARY LINE ADJUSTMENT MAI' NEED TO TAKE PLACE WITH .ADJOINING LAND OWNERS TO SOLIDIFY BOUNDARIES THE WESTERLY OCCUPATION LINE TO THE FENCE IS REASONABLE FROM( HOLDING CORNERS AS SHOUT{ THE HOUSE, DRIVEWAY, RETAINING WALLS AND EASTERLY FENCE AS SHOWN ON SAID ILC HAVE BEEN SCANNED IN AND OVERLAYEO AND DO NOT FIT THE FIELD LOCATED IMPROVEMENTS ITIS UNCLEAR WHAT WAS USED TO PREPARE SAID TLC_ LOTH BLOCK LOT 20 BLOCK 10k I•IR0K AARJ FP FOUND 40' BELOW GROUND 19:01.1 ill 1)1 ALL THAT PART OF LOT TWENTY-TWO (22), BLOCK THREE (3) WESTERN HELLS SUBDIVISION LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 22, THENCE NI 4.213.00"E 54 23 FEET; THENCE NORTHERLY 35"38'00 E 70 22 FEET TO A POINT 05 THE NORTHERLY LINE OF LOT 22 COUNTY OF GARFIELD STATE OF COLORADO SVIIV! 3;)OSr),A11 A11`11 1, JASONR NEB., HEREBY CERTIFY TO NANCY BROWN, THAT I .AMA PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE I AWS OF THE STATE OF COLORADO; THAT THIS EXISTING CONDITIONS SURVEY IS TRUE CORRECT AND COMPLETE BASED ON MY KNOWLEDGE INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT TMS EXISTING CONDITIONS SURVEY IS NOT A GUARANT3' OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT THIS EXISTING CONDITIONS SURVEY WAS SOME BY M0 EROS AN ACCURATE SURVEY OF HIE REAL PROPERTY PERFORMED BY 010 OR UNDER MY DIRECT SUPERVISION ON RUNE 11 AND AUGUST 06, 2)I). r MIS IIA[ FOUND BELOW GROUND LOT 21 BLOCK LOT 21 BLOCK k 81 X x 1 L ACA}fAt EdmuT4Y x: le—VENCE 11 X 7 IE UTILITY EASEMENT PER PLAT REC NO 203826 511780.YEa[i 1 RP81DF-'W1AI.51111.41 1. NO sef6aRTE117AR8 1. Ns' y901411004 I1.T97F HT TEAK 1CrUNTIBKY 1.12.E VEX OYOO I AP.TI OF1IWT1 AS BOUNDARY00.1LC;149WE ijl BY OWNER) ti 11051710W OF LOT 77.9ux-3 •_ Meant s oea m0 1+s FRAME!BW 600 mum 103106, REV I OLlr.uuhL 1 ejl�llr OV 9► �! pvo i co Kok 64061 of Coftgr4C ti6(►4 MJ ( - 1AC. '#k pVO {ihGS pr eN fz fbc 141 i&A d41.. FN _ li BiLa11:k3OT6 CHAPARRAL CIRCLE SPR-O-Wr ASPHALT qr7 414049, SOUTHEAST CORNER LOT 22 1 r '4--8.rsrur.Y11.341,04,rr LINE PER REC NO 36351 IN BEGNING AT SOUTHEASTERLY 012072001+107149 LOT 33 BLOCK ANTU 't• 11 0 009 1746 Rine, GO81650 Phone(970)625-1954 Fn 10701 579-7150 uAnv. pmhuovcpin811m m!n ue AUGUST 13, 2019 tl*0430 T9u E, 038.DWG NO n,11' R09110RI By NANCY BROWN GARFIELD COUNTY, COLORADO EXISTING CONDITIONS SURVEY LOT 22, BLOCK 3, WESTERN HILLS 115 CHAPARRAL CIRCLE Project NO. 19038 1 OF 1