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2950 Upham Street
INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ADDRESS: JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground I Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. --: 111:7 riU(ii lifiy vnui'�m.,. � V..t€iu .. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan AVER FOR ADDITIONAL INSPECTIONS PERMIT: ` " ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading i 323 Miscellaneous Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential dr1A Fine Plumbing romr!—.erciz+,l 409 Final Roof 410 Final Window/Door i 411 Land scape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works' 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* . 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i ... CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:7�lGI,6; (�(� /✓�)!�O,yn� AQt', Permit Number: � No one available for inspectio • Time 2�Apm Re -Inspection required: Yes CNo ✓ When corrections have been made, call for re -inspection at 303--234-55133 Date: I1 -�- Inspector: // DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspectionbivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L1 - F="'.' l Job Address: Permit Number: m a i -7 o S 3 -319 11 a i Al o `F X7'1 p� 1`� fid J 1 ❑ No one available for inspection: Time 'B: 0 q 09PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234- Date:- f ► I s'11-7 Inspector: Tb DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE c Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: til -� I\ Job Address: Permit Number: /r ❑ No one available for inspection: Time J AM/(F M Re -Inspection required: Yes CNo When corrections have been made, call for re -inspection at 303-234-5933 Date: �f Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE ..A rZoo"001, Building Inspection Division 1 (303) 234-5933 Inspection line (303� -935-285, Office - (303) 237-8929 F1 Re-Inspection required* Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: Offi ce: 303-235-2855 Foxe 303 - 237 -3929 I nspection Lin 303- 234 -5933 Building Permit App Propert Add r ess : + Prop erty Ow ner (please print ) : M ailing Add ress: (if different than property address) City, State, Zip; Contractor Contractors City License . Ph n N 7 Sub Co Electrical, Plumbing Mechanical City License City License # City License r. f c4 j � ,y l i d on q t 1lalue: Review Fee (clue at time of submrtt J} Squares BTU's Gallons Amps Scl t. OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances rules or regulations of the City of Wheat Ridge or covenants, easements or restriction of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit imued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity oil this application. CIRCL E ONE (OWNER) (CONTRACTOR) TOR) yr (A CI:rhTl7!It1ZEt712i REPRESENTATIVE) of (OWNER) ('ONT ('7"OR) ar a 832 : 4.:.. Emmons Residence 2950 Upham St A jobsite survey of the existing framing system was performed by an audit team from SolarCity, The attached structural calculations are based on site observations and design criteria listed below: Is= WI S L A " 1 9" U NIM - Roof Dead Load = 9 psf (All MPS) - Roof Live Load = 20 psf (All MPS) - Ground Snow Load = 30 psf, Roof Snow Load = 21 psf jj Wing ed = 10 ml , :)osure Category C 01 reviewed and determined to meet or exceed requirements of the 2009 IBC/2006 IRC. MINIM! IFF 111 TIMINIMPIRM N1111 1, 11nel! MM= APPROVED SUbject to Field Inspections Amir Massourni, P.E, Civil Engineer Direct: 650.963.5611 email: amassoumi@solarcity-com 4V g A I N iWind i Press Exp � III t : no w . • - . '1 II iWind Directionality Factor •." III IN Roof • Veliodty Pressure IWLUP- t . . s -282 ft m AWN A iWind i Press Exp � III t : no w . • - . '1 II iWind Directionality Factor III IN 1DLPV Veliodty Pressure IWLUP- t . . s -282 ft m AWN x u no w 1DLPV 58l IWLUP- t . . s -282 ft m AWN M INIM • 0 0 M L ill 11!91 ''il 11 m Am I# Ill ill I P oNll➢�M° it _ _ oI ` . r_o I ID4V# i � # #w# # 1 #� #� # j Ground Snow Load Sli ppery * •t �Sn ow Importance +k': IS - n # w Thermal #: A ll '# as K . '# x# re Flat Roof Snow Load I# Ill ill I P oNll➢�M° it _ _ oI ` . r_o I ID4V# i � # #w# # 1 #� #� # Sli ppery * •t . Condition # #� Sli ppery .. Simpson Strong -Tie "truss; MPI JobNaov: 8002311 7/3 DaSr'.. 11 34 :40AM t`sanzlan11.T T Page: tof] Vemioxv 4.253 lRuiid26) Sl}M) Mich Qty ()HL ........ OHR C:A'ti'3 t..... CANT R PLYS Spacing WCT, 0 -0.0 4/12 1 2.0 -0 2-0-0 0 -0 -0 0-0-0 1 24 its it6Ihs , ...w ..,- . __.ldf 1�Q.�?•_x,_�... +3.2U, .._._ *,rthd; # 1t&i} �S•t!}Q __.. i ;tl p..__. _, 5-2 F1 242 5-2 -t7 9C7.2 -d3 i" -O _ _ 19•14} -{1 _ . 24.2dyf) 30•0.0 51 1 a� a, 341 x , w- Y4 d fi 4,P 7 t- a 3,4- 3 0-0-0 ..._� ..... ma rs . 0-0 r ..._. .._.._._.. r _, �..� �a...�._., '.?,._.. �__ ._�_, �� _. o, . �..... 8-0-0 „ 15 0-0 22 -0-0 ilk A� [ rrrding General CSI Summary Deflection ti (loc) Allowed W11, 0 I"r Buiv Oxic::. iBC 2001V 1C ": ill ,,70 -2} %1w 11,.. 039, In l,; 924 00411 Li 180 Sum „ 21 p,R V 3,�2tA2 1aC : 0 -75 t1 I'l) A,I U, 0 iaa fl 6 9” L 7:24t) TY ",C)1:.: 9 Psf RT Ift hscc. , :. kx Wd,; 11.44 (;,.I0) mvt �n., OJ2 a, 7 HC11,,: i)p,( 0,0Lz 10% Be MaIM ars #)n9.4.Y;A.0, W444,24,0.) (5aOA,141 I .) I6,04r,341,2 7.} i7.41s.1- 1ssa.k iss>'so,s ,a,) b:#i�)4,1 ! ?Pb,` 1a7°t}+734l at: li.tD4?7=�h i. Reaction Summar it Teti fir cdnhro Rt ;Yichh R. d in ab hh Via AMI ku, ( lP lei A x k91i FRS tshi . A7xx t 2:K" UAW &w L ahh MU iarxir ! I'm OVA) # j,a eds 1.97 do 1,257 0. Material Summary Bracing Summary 'TV" SPY 92 2 x 4 T C Rnviag? Shratt mtt rx t^ualm, m 3, d@, Purhn alcv rm tro ChImva. Be SPF #2 2 s 4 lll Ci1'Sr'daC,^y; �Tlxard2Sa:1 Cx }PGtlkws !fl , ° C)k ", F9ACCLri i1A'ki�.5t !tY t7l16YXS, Wth, SPF 02 „ x 4 Loads Summary l7 Shav gzusx k� bass ,1x^,)iu Cwv the cl4txds <tue° w, l0 g+sf hatrcrs c3rnrd @ave� kt�S RIuS ric�C dnvae9s. 27 Ylaa, trans 4xnr Qtoi6at� Rre the' cAfiexa ad t�txtax,rc9 stveaw hxals ax Mip�r'Raknlcw iu hcxuxSlmxc'x �tth la'"t'C'i - p➢§ rxsxlet ,x+ texcx4 w`Cll! ttnr 6x4Ww4rah ovens cladfnex3 fwpus: 2! R*st 8"d n—Rol, N€ TEz C.xsasary w.;Fy„ ,'it lsYe6e,wt r hrcxers h m:kxvx, egtarsev3 meci €lac Krdn,wd snry ixc=xd lns; hv'sr urveR &x tira.nv. nen,xa• ken3, PYtl3 -a 3 ,€ 5, tfies r xf ax,figwmirxs difias i(xw CeiP1,9ada, Drr hag O r(„ner shall aexiysum kvuh, :} } 7hss lrUSe barn xaaa bass dax¢knau3 rr ihC rdhxxc tk'aatlxd:rexcesi sntiw h';% #x. 4) lhts w, hm 1ex1, Aca'ifu al fix the cffdu Wit LL- ^ 0 )n if 5) Ntana uqw iuw4ge Auk: l'ahn@t sra will, MC WW" 1607.1 hwn !,"n apPhai Load Case D1: fatd Dead Load �1+4ex t/ U.Ar,1a i L,czxAm !?uaaxuxt 4 rod S1nr1 laxrrl £sans taaaai T'sshi9Whh TT I i o 13 54) LI'b4'RS Yrj 3 Pq .1 P €f 24 ha Member Forces Summary= o rndaxla . ,,kz nx 9 7„ was,, C'S3 In” " 1a1 lxc (as" aPr . r6 dif dw rims r." 3-1 fi ) IV Y 2 -1 11279 3M tht 1 0.366 2,5 #1 Hn, 4 0 YY7 1 JW, itv C+ slM7 -42 34 i* f 3 -2 0;701 2911 IN' . -4 €u!?) �esf,))1 it. ill 07358E 2511 ft BC 7 -k 0 2ai5i1hc 18 0,6 14 21Y41ix 91! -il 1.624 2230Ra 11.1 0,753 1742 1tw lfisea ,2-1! 0.1170 - §8914a a.ld lt.4,18 - 71761 540 0,403 .6501* 64 01 }R2 755 Atx 3.51 0 EISR Phu P. 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Ali ra ra »rm ;axama ..te ?s & mdsEn`.tVe�gnw�,dic4ly „wrc w.ra nRA9le, rd 0n ' -iY' writich.wz4 ensws ma ttt S: hu' �m,e. a W 05. r 12 • 0 It i x y M . ! ! i • . 1t r #� �� �Ir• . ►► � , a I I— -- 1 (E) UTILITY METER & WARNING LABEL y« JB-8002311 00 Comp Mount 2950 UPHAM ST 4.9 KW PV Array # t WHEAT RIDGE, CO 80033 L I # Y f PACE ; #Tai # �uA"un�.IU "� • t #_. # , . «: (720) 323-7646 PV 2 7/3/2013 t .L RAFTER, (E) 2x4 0 24 " O. . CEILING JOIST: (E) 2x4 0 24" O} C. TS MAX SPAIN: 5 -2- MAX STANDOFF DISTANCE: 72" O C« P V MODULE 5/1 BO LT NTH LOC .� FEN DER 1 * L EVEL I NG ZEP ARRAY S N� II r t INST `RD Y l 9U l R k rb 7I HO L OC A T E * ez EMMONS ! LOCATION, AND DRILL PILOT R H r Comp Mount Typ 2950 UPHAM / KW PV Arr INS II M F L AS HING. i lul � I,N WHEAT RIDGE, CO 80033 low INST a a • INSTALL LEVELING FOOT WITH BO x WA SHERS. r t JB 00 Max r.. BO B * ez EMMONS ! R ! t M .• •: :' t s t t t t a♦ * r Comp Mount Typ 2950 UPHAM / KW PV Arr •.• tit # WHEAT RIDGE, CO 80033 t i s ► • 3 M C Wo P OWER—ONE A U R O R A • ` I ♦• STRUCTUR «.' #..: i' 6 M-10 2 9 ... .�. Y • i i a i k # Breaker; 25A/M 2 Sp aces lr m �` w: r• a x ,« ' . » p AAC t * 1t T VDC IMP vex M K f .� t co rnp Mount Type C 2950 UPHAM ST 1 PV WFE BOO I AwG jio� Sor Bore copper EGC: Voc 378 Vmp 302 VDC VDC Isc = 1 16 3 Imp= 8.11 ADC ,..«.. :, WHEAT RIDGE, CO 80033 ,.. v.•., vex M K f .� t co rnp Mount Type C 2950 UPHAM ST 4.9 KW PV Array I Mm WHEAT RIDGE, CO 80033 p:t ctex x bit " * e (720) 323-7646 PAM s THREE LINE DIAGRAM Pv 5 7/3/2013 H T111) 638-1028 P(M) 63B-1029 1 1 . Conductor Sizinct Der Art 690.8(A) a. Conductor must have 30 deg. C ornpacity >= 1257* of continuous current. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. b. Conductor must hove (after corrections for condons of use) >= continuous current per Table 310.15(8)(16). b. Conductor must hove (after corrections for conditions of use) >= continuous current per Table 310.15(B)(16). 7. Qgnoljgtor Sizin a r. r Art 699,6 UA a. Conductor must hove 30 deg. C ompocity >= 1257. of continuous current. b, Conductor must have (after corrections for conditions of use) >= continuous current per Table 310,15(8)(16). c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire deroted for conditions of termination must be >= continuous current*1.25. All inverter output terminations ore rated at 75* C min. I im Total: Modules Voc: 37,8 V Vmp: .2 V Isc: &63 A Imp: 8.11 A Tvoc: -0.12474 V/deg C Tisc — 5 - 178 -- 1 mA/deg C wxl� �## EM EM Stein a TvDe A and 2 Combined atria 'bMt A Voc Correction Method: Manuf Tvoc data Z EMMONS RESIDENCE 1 way Wire length: 0 J�e PVI-4.2-S Voc Correction Factor: 2950 UPHAM ST I strings per branch 1 ------- 1 strings per branch 2 — 10 Yin It YL24S-29b YGE - " YL Z — ------- Inverter Min Vdc Input: 10 modules per series string ules per series string Voc= Min Vmp at Max Temp: 268.02 — 3M oemwift Wdy i son lktteo CA %40 Vow 378 ' PO;R—ONE # AURORA N-4.2—OUTD—S—us—Z Voc- 378 V Vmp= 302 0 W378 Max Voc at Min Temp: ,37 4:iO-- EM EM Stein a TvDe A and 2 Combined atria 'bMt A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A EMMONS RESIDENCE 1 way Wire length: 0 J�e PVI-4.2-S Voc Correction Factor: 2950 UPHAM ST I strings per branch 1 ------- 1 strings per branch 2 — 10 Yin It YL24S-29b YGE - " YL Z — ------- Inverter Min Vdc Input: 10 modules per series string ules per series string Voc= Min Vmp at Max Temp: 268.02 — 3M oemwift Wdy i son lktteo CA %40 Vow 378 ' PO;R—ONE # AURORA N-4.2—OUTD—S—us—Z Voc- 378 V Vmp= 302 0 W378 Max Voc at Min Temp: ,37 4:iO-- VMP= 302 V MP= V 0 2 V Isc= 8 8,63 Inverter Max Vdc lnput: L.600 Isom — 8,63 A I V _ = sc-- &630 8 6 3 A = Imp = ' 8 11 8.11 Max String Size; 1Imp Imp= — 811 A Imp-- 8,11 A Icont 10.79 I Art 690,8(A 01 1 -way wire length: loont-- 1 A t_ lcont= 10 10.7 A Art690.8(A)(1) I a Conductor: A C i4 PV VVWe 2,a Conductor 1: AWG, _I PV Wire Conductor 2: AWG_ I flo PV Wire Icont * 1,25 = (Amps) 13.48 Condwtor I Unductor 2 30 deg C ampacity 4 Icont * 125 = (Amps) 13,48 1148 1,b loont (Amps) 1039 30 deg C ampacity = 40 40 Start ampacity 40 2,b Icont- (Amps) 10,79 1039 Temperature derate (%=F) 031 Start ampacity 40 40 Conduit fill derate Temperature derate (%=F) 0,76 0. 76 Derated ampacity 28.$ Conduit fill derate 0.8 0.8 I.0 Derated am cI 24.32 r Icont * 1,25 = (Amps) F— 11�" C Term I Term 2 Ampacity Temp table 75d 2 C 7 loont*1 25= (Amps) 13. 13 1.d lcont * 1,25 = (Amps) Ampacity 35 35 OCP Size inverter T A OUtput 2,d OCP Size I S Power-One PVI-4.2-S I way wire length: E:= ft Combined inverter ut Icont 20 A Art 69OT8(A)(1) Service Voltage= l * 1,25 = (Amps) 25 Art 690.8(B)(1) Total Inverter Power= I way wire length= 0 OCP Size = 25 Art 240.6 A loom = # of inverterVmax inverter current Art 690.8(A)(1) 1b Conductor AW(3 THWN-2at9r) deg C: Table 310.1& loont = (Amps) Icont * 125 = (Amps) 25 4.a lcont*1,25 = (Amps) Art 690,8(8)(1) 30 deg C ampacity 40 OCP size - 4 — b Art 240.6(A) 3,c Icont = (Amps) 20 Conductor: at 90 deg C: Table 310,16 Start ampacity 40 lcont * 1.25 = (Amps) Temperature derate (%=F) 0,91 30 deg C ampacity Conduit fill derate (%=#) I 4,c l oom = (Amps) Derated ampacity 36A Start ampacity 3,d Icont 125 = (Amps) 25 Temperature derate (%=F) Ampacity 35 Conduit fill derate Derated ampacity 4A fount * 1,25 = (Amps) JB-8002311 00 EMMONS,BOB EMMONS RESIDENCE Fenny Kesuma M"M SYSU 2950 UPHAM ST 4.9 KW PV Array ------------ — ------- WHEAT RIDGE, CO 80033 Ll # YL245P-29b YGE—Z 60 3M oemwift Wdy i son lktteo CA %40 '%W REV DAIL ' PO;R—ONE # AURORA N-4.2—OUTD—S—us—Z (720) 323-7646 PMX 1114C ELECTRICAL CALCULATIONS PV 6 7/3/2013 T:(650) 6X-10" F:(650) &X-IM (888)-SOL-an' (765-2489) wwwlsokrdt�� L= M y 2950 UPHAM ST 4.9 KW PV Arroy WHEAT RIDGE, CO 80033 Scn Matoo CA t, S x D #. x #. ,x # �..♦ P#, NAC PL ACA RD P(650) 638-1029 Label Location: (C) Per Code: NEC 690.3I.E,3 .. .. . ... . . . . . . . . ... ... ... . . .. ANNE 0 (AC) (POI) Per Code. NEC 6W54 I'll �. I WT*IM (AC) (POI) Per Code: (POI) Per Code: klEn-g-C1 VA19- US SC - CO XCEL Label Set m I � I WX 11 1 Fla i A mi Wflu, 1.41111 I s w a I W Iff - In". Ulikzes Zap or r hardware and UL 1703 listed Zap Cornpatible'" modules Interlock and grounding devices in system UL fisted to UL 2703 • interlock and Ground Zep ETL tisted to UL 1703 as "Grounding and Bonding ystern" • Ground 7ep LA and FT L listed to LA, 467 as grounding device * Painted galvanized waterproof flashing e Anodized components for corrosion resistance * Appiicable for vent spanning functions rr Ja "Solar January 2 "SoiarCiv. nuary 2013 V 013 ( 0 @LMTED I e Z YL250P 1CM, Y' Gi3ml E - 6 0 YL24SP-29b I YL240P CEU. S ERIE' S YL235P-29b i Y1,2 30P-29b Ideal for residential installation time, and aesthetics matter most. Nam AC SOLUPON OPI;0% rTx at #h System and rnodv4rreve Enfighten Y G E - Z 60CELL SERIES ELECTRICAL PERFORMANCE Powered by YINGU _!�j!ttRAL CHARACTERISTICS cu-ra�oft, rUWIH) $Aahi4tW, 230 61 Weight 45 2 ��o t... 5 kq0 14,1 V vHttageaeP V!!r SEC, W 9001 CEC, F, 362 29,5 2E.5 Ms , , CHx r ant u P- 6- A ' a0A 812 4440 7,97 7. PACKAGING SPECIFICATIONS V, v 3&A 37 8 37,5 37c 37,0 N.Mbr of mod.ro, per PAO 21 ou'rem W 1 A 8,79 8163 8 65 9,54 C40 --- - --------- Nrokw, of P.Uvts P., 53' &-Wwo 3 $ C !CXKWV.� XSk 26"t', 01 r-r--wAY I 5gqxay- r-FN &XI104 o f ------ -- . .......... . . . .. .. . ...... .... 50'%.r I PAC11.9aq be. d8m-0- fLNVA0 67 (17(0 1150 47 ixa it 1%c 1 i ii i 111111110E 01- mimic a.. eight 1076 k t488 &g 77, P- 1811 IM9 , -- ---- ------ -- 174,3 -- .. .... 17017 .... --------- - - - -- 167�0 Vattsga P- Vom° v , VA 271 264 ... 2616 ......... ........ ... 26L6 Units: Inch (mm) A 6,56 6,54 ........ . . .. 6 56 6A2 6.29 OP-61 V� V 35A 34,5 342 331 318 U,Asf" i f set Ou . ...... --------- -4 s7l - -------------- AL CHARACTERISTICS ' Ll!! , R --------- - - To-p-urr. -ffW-t of K- V %M A45 T : p4 pohnure coeffkarot of V� A33 - 0- Ump.,at- wofamot .4 6 a., %"C 0,06 G-o,q t.k, (I T-P.'atW* cooffiiom of V 0", %,-c 0.45 pp OPERATING CONDITIONS Oder . Max . �*kqo WYA', 0 4 Max. ..d. foes rtwq .......... .. . . ...... '5A ........... .. --- ......... ........... . ... . - j Leading iinrited FrovVet Warranty- ensures 1 11% of rated power for 10 years, and 80.7% of rated power for 25 years. I 0 year Irnirted product warranty 15A , 40 w 194T (40 to 9WO 50 P0 Q40D P.) 50 p0, Gtno, .,y t-0 voi"atleurr. roemq ' 4, compbar, ce t ilh m�, va arvWy Ue--d conceti UL 1703 nand a.0 17W, SEC, W 9001 CEC, F, ZX)8, r50 14M9 ZX)4, By 0H r8001:: 2007, SA80t)(1 LISTED 4440 Y ING L ISOL M/US: `/H ,cwt y YIN * LAR V. U5, Soccer Froweyed by Y�nqtr War Cot} -.4 f V-4p%Wem Owoo,44 J.rmtioo box (p.tocti- dogre.) MR cart-t., rea..f.d.-Aype/protedio. degree) 60 pdlyrdrn, / h,.ft'n t 156 t 156 tv-1 2433 m IY2-1 ftoyW- v4,yt -w. T-VA, A-d-d alarm - ahry I btark �IP65 ... . ....... ...... . ... wr oh. 1 43,3 1 , 4, 0 114 AV G 1 0,244 il) 46.2 Armph#-1 o to I W68 The cpec4fifavohs, rr , thm dataOmer ave not qukoamrr,: d and a niblect tn change vvtthow t Acnkce This datasheel compkes with EN 50380:2C.03 recluvernems Yingh Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YING Ll SOLAR. COM/US 1 NYSENGE Lid, We 1ring, Re d the not. Hxtio a . rd Uwe Man.,rt rn fts orrkety befom na,,dh,,g, dmtkiMng, Arta± op-ting e,94 �,adu k .... . .. ...... 2 V,S, Soccef Powered by Ym,,)h SoLm PVI-3.0-TL PVI-3.6-TL PVI-4.2- ♦ I IN Ilp 0 A _A le WiLm C F K I P A I C, D F' C' I F I (- IINTI C) KI (� CSA MTERNATIONAL Certificate: 2096477 Project: 2439385 Issued to: Power-One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White Master Contract: 173688 Date Issued: July 19, 2011 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators Vand 'US'Jor Canada and US or with aqjacent indicator 'US' r° US only or without either indicator for Canada only. Issued by� Rob Ilempstock, AScT, us CLASS 531109 - POWER SUPPLIES - Distributed Generation Power Systems Equipment C LASS iII189 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models I'V14.2-OUTD-US, PVI-3.6-0 UTD-US, PVl-3.0-(.)UTD-US, PVI-4,2- OUTD-S-US, PVT-3,6-OUTD-S-US, PVT-3,0-0UTT)-S-US, PVl-4,2-0UTD-US-W, PV1-3.6-0UTD-1JS-W and PVl-3.0-O(JTD-IJS-W provided with two DC input channels, permanently connected, For details related to ratings, reference should be made to the CSA Certification Record, Appendix I or the Descriptive Report. APPLICARLt, CSA-C22,2 No. 107, 1-01 - General Use Power Supplies Ul, Std No. 174 - Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Ener( gy Resources (January 28, 201 DQ0 507 Rm 2009-0 -(" Nlgc I Building it Application (Complete Aff highlighted at , ) Mailing Address: (`different than property address) Addre Electrical: Plumbing: bing: Mechem l: City License # City License ## City License ## C RC ONE (OWNER) (CONTRACTOR) OR) (.9 U7"fl"G►RIZEC1 i!?. "PR S NTT of (rC1WAIER) (CONTRACTOR) W MANE: - a t " "" SIGNATURE: CtATE: 1 ON � � , coo � � \ \ .\ � � �. � � � �� \ /\ /� \ ~�^ �« \: { � \, . . . w j A/ aAj- 1 - APPROVED Wheat Ridge Buildinkcl 31 w F Date » v Plan c n w or k shall con1 p.1y with the IECC & 2005 NEC 04/13/11 09:26:23 City of Wheat Ridge Page bp701-1s PE. IT INFORMATION - 094323 mmackey PERMIT INFORMATION: Permit#: 094323 Permit Type: Single-family - New Permit Dt; 12/02/2009 Expires; 06/02/2011 LAND PARCEL INFORMATION- zone Cd: Residential PER Esser Use: Single Family Res Sobdivisiont SARTHS Cost Type: Miscellaneous Leqalz Address; 2950 UPHAM ST Parcel Cd: 39-264-03-007 OWNER: Bob Emmons Address: 7800 W. 35th Ave. #102 City/St/Zip: Wheat ridge, CO 80033 DU: 1 Last Zone Dt: Annex Dt; Lot. Block Noz 0 JOB DESCRIPTION: New Single Family Residence 1140 sq ft. & 1.240 unfin. base SetBacks-Front; 30.0 Left: 15,0 Right: 15.0 Back: 55.0 FEES OTY DUE PAID: Permit Fee 120,646,20 1,444.83 1,444,83 Plan Review Fee .00 939.14 939,14 Total Valuation 120,646.20 '00 .00 Use Tax 120,646,20 2,171.63 2,171.63 4,555,60 4,555.60 CONTACTS: owner Bob Emmons 7800 W 35th Ave, #102 Wheat ridge, DO 80033 7203237646 sub CLA Moonligbt Electric Inc. Don Morgan 26731 NOR 18 Keenesburg, 00 80643 3039885988 sun CLI Havens Plumbing, Inc. William Havens 3035 Upham, Ct, WHEAT RIDGE, CO 80033 3032335383 sub CL9 B & R Heating & A/C Timothy Bartels 4892 Marshall Street Wheat Ridge, LO 80033 3034237905 sub CLI Havens Plumbing, Inc, William Havens 3035 Upham Ct, WHEAT RIDGE, C`0 80033 3032335383 ARCH clS Havens Plumbing, Inc. William Havens 3035 Upham Ct, WHEAT RIDGE, CO $0033 3032335383 PARCEL INFORMATION. 10 Structure Type RANC 20 Year Built 2011 30 Property Type REBID PERMIT CONDITIONS: C. Approved per plans and notes on plans. Subject to field inspection. Must comply with 2003 SRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. AT. Approved, See attached letter and redline comments. DFBs See attached sheets. APPROVALS: Reg Apprv'l. Date Approver Note ------------ ---- --------------------- - -------- --- I ----------- --------------------- I ------------ 11 ------------ Planning 11124/09 AT REQUIRED INSPECTIONS STATUS:. PERMIT NOTES: 121'09/10 Owner came in the office to request 180 day extension. MM granted extension until 06/02/11 due to starting work let on permit. Told owner that extension fee would be due for 12/09/10 next entension on permit unless OF approved otherwise. 11/09/10 When I called re, driveway inspection, I reminded Bob that he still. must sign an escrow agreement with surety. He a what other options are available - I told him to call UP, INSPECTION INFORMATION; # TYPE CONTR# CALLED CNCL WHO ERE DT IRS DT STATUS 2 pug:Plumbing Underground 01•8294 07/01110 no kc 07/02/10 07/02/10 COMPLETE 3 PUG;Plumbing Underground 01-8294 07/15/10 no SO 0711611,0 07/16/10 COMPLETE 4 MRI:Meohanical Rough Ins 01-8294 07/22/10 no KC 07/23110 07/23/10 INCOMPLETE 5 SHE:Sheathing/Sheer Insp 01-8294 08/09/10 no PC 08/10/10 08/10/10 COMPLETE 6 PUG.Plumbing Underground 01-8294 08/31/10 no CCI 09/01/10 09101/10 COMPLETE 7 GAS:Gasline Inspection 01-8294 09123/10 no PC 09/24110 09/24/10 COMPLETE 8 MLS:Mesh/stucco/lath 01-8294 09/23/10 no KC 09/24/10 09/24/10 COMPLETE 9 GMRzGas Meter Release 01-8294 09/24/10 no KC 09124/10 09/24/10 COMPLETE 10 LFI.Landscapinq Final 01-8294 1.1108/10 no MR 11/09/10 11/09/10 INCOMPLETE 11 PRI:Plumbing Rough insp, 01-8294 11/08/10 no BCSI 11109/10 11/09/10 COMPLETE 12 MRI.Mechanical Rough Ins 01-7674 11109/10 no SCSI 11/09/10 11/09/10 COMPLETE 13 FRI;Framing Rough. Insp, 01-8294 11/18/10 yes KC 11/19110 14 ERIrElectrical. Rough Ins 02-0471 11/18/10 yes PC 11/19110 15 FRI:Framing Rough Insp. 01-8294 il/iVlo yes SCSI 11/22110 16 ERI.Electrical Rough Ins 02-0473 1,1/19/10 yes SCSI 11122110 17 FRT Framing Rough insp. 01--8294 11/22/10 no BUST 11/23/10 11/23/10 INCOMPLETE 18 ERIzElectxical Rough iris 02-0473 11/22/10 no MV 11/23/10 11/23/10 COMPLETE 19 FRI:Framing Rough Insp. 01-8294 11/23/10 no ECS1 Il/24/10 11124/10 COMPLETE 20 INS;Insulation 01-8294 12/02/10 no SCSI 12103/10 12/03/10 COMPLETE 21 DWS:Drywall screw/nail. 01-8294 12/21/10 no SCSI 12122110 12/22/10 COMPLETE 22 bfi;Building Final insp 04111/11 no MV 04/12/11 04/12111 COMPLETE 23 mfisMechanical Final 01-7674 04/11111 no MV 04/12/11 04/12/11 COMPLETE 24 pfi:Plumbing Final Insp 01-8294 04/11111 no kc 04/12/11 04/12/11 COMPLETE 25 efi:Electrical Final. Ins 02-0473 04111/11 no MV 04112/1.1 04/12/11 COMPLETE 26 LFIsLandscaping Final 01-8294 04113111 no MR 04/14111 City of PUBLIC WORKS Estimate By: David F, Brossman, Development Review Engineer 2950 Upham St - Emmons SFR,xls I I I I I ► � �zv INSPECTION RECORD Occranancv /Tvp 4 ® INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is post d on the building site Call by 3:00 PM to receive inspection the follow-'ing business day. INSPECTOR MUST SIGN ALL SPACES PERT^ s.NING TO THIS JOB f FOUNDATION INSPECTIONS. DATE INSPECTOR INITIALS t COMMENTS: Footings /Caissons Mid -Roof Stemwail!(CEG)Concrete Ele ctrical Servic Encased Groun Build Final Reinforcin or Mon olithic r t Wea therproo f / French Drain R O W Drainage Sewer Service Lines Gas Pipin INSPECTIONS FOR PLANNING &.ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parki Landscaping Water Service Lines Rough Mechanical _ YOUR N CONC. BET UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Undergro und) Heating (Underground DO N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED .ROUGHS — Sheathing s> /A .,, Lath I Wa tie Mid -Roof Ele ctrical Servic Build Final Rough Electric r FireD epartmenl - Rough Plumbing R O W Drainage Gas Pipin INSPECTIONS FOR PLANNING &.ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parki Landscaping Rough Mechanical _ r« Frami insulation Drywall Screwmm ABOVE 1 (Qi p -1© INSPE TIONS TO BE ..-.�� SIGNED P RIOR TO PROCEEOI .�. _ �.. ..,,......_ FINALS Eleclrlaal s> Pl umbing Mechanical Roo Build Final FireD epartmenl - R O W Drainage INSPECTIONS FOR PLANNING &.ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parki Landscaping _ ",NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING ANDZONING,, BUILDING.AND PUBLIC WORKSBEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE O F OCCUPANCY NOR PERMISSION. FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER fi p m rc 1G. r +' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ` (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number ❑ No one available for inspection° l Re- Inspection required: Yes / No *When corrections have been map, c 1. \j Date: Inspector: AM /PM DQ ♦ i CITY OF WHEAT RIDGE � Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax w INSPECTION NOTICE ((�� Inspection Type: Pf ULO& I l l t Job Address: TWO 00A61M S . Permit Number: 0q 7 ❑ No one available for inspection: Time i AM/ *M� t � Re- Inspection required: Yes (No When corrections have been made, call r re -Ins eotl t 303 - 2345933 ctor. P, Date: 'a �'r`� Inspe DO NOT REMOVE THIS NOTICE ♦ < CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: ToSv/k J & Job Address: MD Ae W 5f Permit Number: eqq ,2 f. t 0MU Wo F s , �� re �� h\o /l No one available for inspection ;—Time I. 25 ' M _ /"PM Re- Inspection required: Yes No * When corrections have been made, call � for r - Inspection a 303 - 2345933 Date: %'f0 Inspector: A DO NOT REMOVE THIS NOTICE STRYAN Structural Systems Tilt -Up I Post - Tension I Foundations IStructural Floors Inspection Report STRUCTURAL STEEL FLOOR INSPECTION CHECKLIST Address 2950 Upham St., Wheat Ridge, Colorado Builder: Sugarbush Homes Date 7 -8 -10 N Track attached to concrete foundation wall — Not needed, continuous brickledge Y Correct purlins installed and in correct location Y Correct main beams installed and in. correct location Y Main beams attached to posts Y Posts attached to pier cap /pad Y Main beam bearing in saddles Y Web stiffeners installed as required on plan Y Purlin /main beam connection correct Y Purlin to foundation wall connection Y Main beam saddles Additional Comments: All appears to be in compliance. Reviewed by: Edward O. Wilson, P.E. Stahly Engineering & Associates, Inc. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax {} INSPECTION NOTICE Inspection Type: �100g; A. , 00414 Job Address: gCl t'�Q Permit Number: (", G° l/ 3 � ❑ No one available for inspection: Time , b�AM PM Re- Inspection required: Yes No When corrections have been made, caff for re - 1pe o at 303234 - 5933 Date: ��(` /� Inspector: N S f N DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234 -5933 Inspection line {303) 235 -2855 ice • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: e: Job Address: �5` Permit Number: f. iq 972 _5 i g. n .�Irsc ,...,_,T_✓J i �' �"r ,-. ( ' l ' si"s /.o , r � /r n /� e� � O ay.r `) f ..? ✓Ji^� /"F - t ?��. 1 l - N-- E _. CJ �'F� �/ C(` /Y- ^S+ �: I ❑ No one available for inspection: Time AM /PM -Re- Inspection required: 9 d No When corrections have been made, call for re- inspection at 303 - 234 - 5933 Date: Tf Inspector a! °' DO NOT REMOVE THIS NOTICE I /' CITY OF WHEAT RIDGE f (303 Building Inspection Division ) (303) 234 -5933 Inspection line 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: X41 d Permit Number:. 5'f Z - - L ❑ No one available for inspection;, Time AM /PM r � Re- Inspection required: Yes When corrections have been made, �' for re inspection at 303234 - 5933 Date: Inspector: DO NOT REMOVE NOTICE ♦� A 41 •, CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line • (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type I ' Job Address C f 40 C -c d ' Permit Number U P. g 6 f i ! (?° , "'I'. G"- i�' t J .: �i+` G. x;10 ✓ f :,;. lac_ . . r e C) (tlr c:t .T, ❑ No one available for inspection: Time 5 % 7 < AMPS .' Re- Inspection required`' e No when corrections have been made, call for re- inspection at 303- 234 -5933 z Date: Inspector: u DO NOT REMOVE THIS NOTICE Inspection Type pper Job Address o?�% vowAtw Permit Number e:�47 V,3,,� 3 04 n - o No one available for insDection: Time 1 �, 2 �" MOM me requirea: yes riw When corrections have been made, call for re-in bate: &A6.0 Inspector DO NOT REMOVE THIS A DEV ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: e<A.<; s A<1-� 57zicGtJ Job Address: 7,5o 57 Permit Number: & ❑ No one available for inspection: Time 3; 2S AMA I� L Re- Inspection required: Yes N " When corrections have been made, calf for � re-inspection at 303 - 234 -5933 Date: ! i� Inspecto DO NOT REMOVE THIS NOTICE v ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: UI Permit Number: O fJ l� , ❑ No one available for inspectio me AM /PM Re- Inspection required: Yes When corrections have been mad , for re- inspection at 303 - 234 -5933 Date: /® inspector: DO NOT REMOV HIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235.2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: —!rsft�7a�.�ta Job Address: 07450 uA,0l �,W 57" Permit Number: _ 41 7V3 .93 ❑ No one available for inspection: Time ZcZ3' 3� F A /PM Re- inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: FIA"Xv Inspecto � r DO NOT REMOVE THIS NOTICE - ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: ,114Aa' Job Address: 9Sa rjfi, �w 15 T Permit Number: r9��33 i j ❑ No one available for inspection: Time 2f/ AM /PM Re- Inspection required: No When corrections have been made, call for re- inspection at 303 - 234 -5933 li Date: Inspecto DO NOT REMOVE THIS NOTICE ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division / (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: PvG i oaG Job Address: - 1 %56 ; 57` Permit Number: 17113.23 'u�a�lfl7 ❑ No one available for inspection: Time Y tS AM�I�' Re- Inspection required: Yes A jo * When corrections have been made, call forreinspection at 303-234-5933 Date: /o Inspector: Z / DO NOT REMOVE THIS NOTICE i 4N i JACK Mr WMTE STRUCTURAL ENGINEER 10981 Acgma St. Northglenn, CO 80234 303- 457 -4018 Bate CLIENT'S NAME AND ADDRESS: �Nn wadNS 2�Sf DL'A1CC CONSTRUCTION SITE LOCATION: Z 0 tS0 upN11kn sr, W J erir2 uck�"- , - co Qo ft n o 0 This is to acknowledge that based on the site observations of the foundation construction and the building.siw, it is our professional opinion that the foundation elements for the above referenced'project, which are checked below, were constructed in substantial conformance with the foundation plans and specifications designed for this project and the site where it is constructed. Indicated below by date are the foundation and building elements, at this location. t 7 - f 0 OPEN HOLE DRILLED PIERS FOOTINGS CONCRETE RETAINING WALLS 61t C4 � T.Lo REINFORCED CONCRETE WALLS O DAMPROOFING FOUNDATION DRAIN EXTERIOR WALL SHEATHING G- z 3- i O UFER GROUND STRUCTURAL FLOOR MONOLITHIC GARAGE SLAB I which were inspected Jack M. White P.E. N' ♦ i CITY OF WHEAT RIDGE ]�;I Building inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: ao) w r A Job Address: 6 f�1a Permit Number: ❑ No one available for inspection :'A Re- Inspection required: Yes *When corrections have been made, call 1 Date: �� Inspector: DO NOT REMO "4' City Wheat e Rid . of g Res. New SFR PERMIT - 094323 'PERMIT NO: 094323 ISSUED: 12/02/2009 JOB ADDRESS: 2950 UPHAM ST : EXPIRES.: : 10/05/2010 DESCRIPTION: New Single Family Residence - 1140 sq ft. & 1140 unfin. base - * ** CONTACTS owner 720/323 -7646 Bob Emmons sub 303/.988 -5988 Don Morgan 02 -0473 Moonlight Electric Inc. sub 303/233 -5383 William Havens 01 -8294 Havens Plumbing, Inc. sub -: 303 /423 -7905 Timothy Bartels 01 -7674 B & B. Heating &.A /C, sub 303/233 -5383 William Havens 01 -8294 Havens Plumbing, Inc. ** PARCEL INFO. ZONE CODE: R -1 USE: SFR ?, SUBDIVISION: -. 0576 BLOCK /LOT #: 0/ ' ** FEE SUMMARY ** ' ESTIMATED PROJECT VALUATION: FEES Permit Fee 1,444.83 f'( Plan. Review Fee 939.14 Total Valuation .00 t Use Tax 2,.171.63 ** *a 4,555.60 TOTAL Conditions; : KC: .Approved per plans and notes on plans. Subject to field inspection. Must comply with 2003`IRC, 2005 NEC;. and all applicable City of Wheat. Ridge Municipal" .Codes. AT: Approved. See attached letter and redline comments.. ., DFB:. See attached sheets: s I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, or regulations of the City of Wheat Ridge . or covenants, easements or restrictions of record;,'that all measurements pown, and allegations made are accurate;' that I_ have read and agree to abide by all conditions . printed on this app licat' d that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B. C).andall other applf a eat Ridge Ordinances, for work under this permit.Plans subject to field inspection. Si nature contractor /owner - date 13 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations. and Building Codes of Wheat Ridge; Colorado or any other applicable ra ordinances of the City. - 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration :1 date.: An extension may be granted at the discretion of the Building Official_ 3. If this permit expires, a new permit may be acquired for a fee' of one -half the amount normally required, . provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not u exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall ., be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, . law, rule or regulation. - All plan rev' e subject to field inspections. L Signature o C i Building Official..; date.. INSPEC ON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 ' REQUES S MUST BE MADE BY 3PM ANY BUSINESS. DAY. FOR INSPECTION THE FOLLOWING BUSINESS DAY., City of Wheat Ridge Building Division m 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ` Fax: 303 - 235 -2857 o Inspection Line: 303 - 234 -5933 O <ORAO Building Permit Application Property Address: 0 P #*t -- Property Owner (please print): Date: t k I 1 Plan #: Peimit # :� Mailing Address: (if different than property address) Address: k qdr__� W 3-5-Lt AXE- 4 l oz- W Phone72,0 7•i4z46 City, State, Zip: Contractor: OY *Lke •-4eS* Contractor License #: Phone: '7.7, 3 2 = - 7 S '7 1.6 Sub Contractors: Electrical City License � # Comp Plumbing City License #. Mechanical City License #. Company poJfj -cT»v Company: `� iAl �� �Z Exp. Date: Exp. Date: Exp. Date: Approval: A Approval: Use of space (description): /` 5 f A/ Le / fir- "7N-e- Construction value: $ ,�. - .�. '._ Description of work: - Plan (as calculat p the Building Valuation Data sheet) „� / Lc tl�ilt e� s�eec Review (due at time of submittal): $ � Sq. Ft. /L. Ft added Squares BTU's Gallons Amps Fie •'�e11 i 3' OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all o her pplicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. _ CIRLCE ONE.' (OWNE or PERSONAL REP q of (OWNER) (CONTRATOR) PRINT NAME Grrt'VK'f: 3 )l2� SIGNATU Z Date: ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT C MME TS Reviewer: �� ,� FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg V OCCUPANCY: P. LJ r City of Wheat Ridge Building Division R m 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 o Inspection Line: 303 - 234 -5933 4 O <ORA 0 Building Permit Application Property Address: 2`1'(z:5";0 if�" -' Property Owner (please print): th'IL ti Mailing Address: (if different than property address) tt, Address: i (w 3 S 1 4- It7z_ Date: tk d I Plan #: 1 I Permit #: Phone geR 7-6 City, State, Zip: L_[ ' ac--33 Contractor: dvr * kf> Contractor License #: Phone: 7 •3 -S 7 (_ Sub Contractors: Electrical City License # ( Plumbing City License #: Mechanical City License #: Company: � I _,- 1 i t� Company k /� � ». Company: � j{C 't `i Airz— Exp. Date: Exp. Date: Exp. Date: Use of space (description): � 1 Description of work: c tt I...,J It�li� i�kQ� Construction Value: $ (as calculated per the Building Valuation Data sheet) F Plan Review (due at time of submittal): $ Uj hs'I . I '1 Sq. Ft. /L.Ft added: W Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all o her pplicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE.' (OWNEttR�- ,,•�(CONTRACTOR) or PERSONAL REP of (OWNER) (CONTRATOR) PRINT NAME GIr't'FM- Z")l27 SIGNATUkt ; Date: DEPARTMENT USE ONLY r ZONING COMMENTS: 5e-- Q, ,( (p�.(ra,/ Zoning: � r �"ll Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required MA V 6 6 A City of Wheat Wdge PUBLIC WORKS Date: Location: 2450 UP4474 ST; ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a S EK to be located at the above referenced address. Please note the summary comments below. 1. _1Z Drainage: a. Proposed Grading/Drainage Letter & Plan required: _Yes ✓No b. Lot drainage /grading to be reviewed by Building Division: v' c. Site drainage /grading plan have been reviewed and are: _OK 2. SINGLE FAMILY/DUPLEX BUILDING PERMIT APPLICA TION RE VIE W Public Improvements to be completed NOT OK; refer to stipulations. a. street paving/patching: Yes ✓ No b. curb & gutter: Yes L ,-- No c. sidewalk: Yes ✓No If not, the amount of escrow taken: $ 4738. Items escrowed for: e, c -- . SW � PAS �FrN� The Planner informed of the Escrow Agreement: '4b am S ET 3. ✓ Does all existing roadway /alley R.O.W. meet the standards of the City: t/Yes No If not, what is required? If R.O.W. is required, has the deed been receive? Yes _ No 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. Signature David F. Brossman, P.L.S. Dat 5, NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 6. _AZ Stipulations: Av BscRocy o.t= jrt ,"Zs iny rHE f)7'�Cti(!T cF 5 935 SO Tfts/L� By��E2� t'Z/b2 iD /SSus4iu OF C. ®. 7. A Drainage Certification Letter accompanied by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO THE EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF THIS CONSTRUCTION IS TO BE REPAIRED TO MEET CITY STANDARDS BY THE PERMIT APPLICANT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. k ± City of Wheat R1 J PUBLIC WORKS gc APPLICATION FOR MINOR GRADING /FILL PERMIT APPLICANTS NAME: e ) � APPLICANT'S ADDRESS: 7%6 k-& ,5 "" / G_tC - l o — (Include City, State, Zip) ADDRESS OF FILL: _ Z c t 5-t" uj? 'v DATE OF APPLICATION: 2/3I n5 All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note. All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III, Specified Nuisances, Section 15 -16 (4) of the City of Wheat Ridge Code of Laws. MINOR GRADING, EXCAVA TION, AND FILL PERMITS 1. 1 -50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51 -500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and structures on the site. B. Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run -off will be maintained on and through the site. D. Cross - section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. 501- 10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. I. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be required if site runoff characteristics are changed. K. Relative elevations of adjacent properties and structures. i L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15 -4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 1dYORMS &LET[ERM APPS &PE ]TSWinor Grading &Pill Pemd[.da 2 _ Rev 03 /08 L 3 City of Wheat j�idgc I.IC bVORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: _ t/ 20 O ADDRESS: 2450 C-"A4" S — Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, . _-_ David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.us - - Rev 2/08 � City of I \1 Wheat �idge COMMllNr['Y DEV):LOPM)NT City of Wheat Ridge Municipal Building 7500 W. 29 "' Ave. November 24, 2009 Mr. Bob Emmons 7800 West 38 Avenue Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 Re: Residential Building Permit at 2950 Upham Street Dear Mr. Emmons The building permit application for the address above has been received and I have the following comments: • You show the driveway as being concrete for the first twenty five feet from the back of the existing street. However, the requirement to have the first twenty five feet of the drive way paved begins at the property line. • According to the site plan that was submitted with this building permit, there is approximately 12 feet from the property line to the existing street. These 12 feet will be required to be paved in addition to the first 25 feet from the property line back onto the property. A separate "Work in the Right -of -Way Permit" will be required to construct this portion of the drive way. The Right -of -Way permit can be obtained through the Public Works Department. • All paved sections of the driveway will need to be complete prior to the issuance of a Certificate of Occupancy for the home. • City Code requires that 100% of residential lots not covered by sidewalks, driveways, structures, misc, be landscaped. Only 35% of the landscaped areas can be made up of non- living materials such as mulch, wood chips, bark, or rocks. • All landscaping, including sod, must be in place prior to the issuance of a Certificate of Occupancy. If landscaping cannot be completed due to inclement weather or other reason, an escrow for 1.25% of the value landscaping needing to be completed will be required by the City. The funds will be held until the deficient landscaping has been completed. • The Public Works Department may require an additional escrow for the construction of curb, gutter, and sidewalk since there are none of these improvements in place across the front of the property. Please contact the Public Works Department for their requirements on the requirements for an escrow for curb, gutter and sidewalk. Please let me know if you have any questions on these requirements or if I can be of additional assistance. Thank you. Res e fully, Adam Tletz Planner www.ci.wbeatridge.co.us I I City of Wheat -Midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 Date: r 9 _ Applicant: ,Ai �z Phone # 72A�5 32,:�2 7649 Location of Construction: 2450 0P&fgt^1 5 Purpose of Construction: 51IJ &Z.6: �gr�tiLV 125 � D %u c� Single Family X Commercial Multi - Family Development Review Processing Fee: ................................................ $100.00 $ I (For document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ S®. 00 Commercial/Multi- Family Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the 1'' and 2 " submittals): .............. ........... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2 "d submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: ................................................... $200.00 $ 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3' submittal ('/2 initial review fee): .................................................... $300.00 $ 4" submittal (full initial review fee): .................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 150. PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FO CON RUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF -WAY. % Signature ofApplicantV ' - - � Date 3 www.ci.wheatridge.co.us Rev 09/09 12/02/2009 wED 16:36 FAX 303 237 6929 303 Best way 5. Permit Fees 50 cubic yards or less 51 to 100 cubic yards $23.50 $37.00 101to 1000 cubic yards for the first 100 cy $37.00 plus for each additional 100 cy or fraction thereof 36' cy X $1750 /100ey ®ooi/oci 3 -7 �� �l f / 1001 to 10,000 cubic yards for the first 1000 cubic yards $194.50 plus, for each additional IOOO cy or fraction thereof cy X $14.50/IK cy Total Cubic Yards = TOTAL Amount = S � " *Wheat Ridge Code of Laws Section 5 -76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in ;progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26 -1004. Any fill requested under this permit within the 100 year -flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26 -801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDG THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT CITY OF WHEAT RIDGE Ap licart's Si re City Engineer Owner's Signature (if different than above) Approval Date TT MMS& L6T,' EERy1APP5@ PERFO 'lSMinp,f,rad'wgRFSlPmoitdoe 3 icn 03108 �j Residential Worksheet Address: V( `lG u l 6� ' Al Zoning: �-� Property in the flood plain? Lot Size: . 7O� sq. ft. Lot Width: 11 I ft. Maximum Lot Coverage: % - 7 sq. ft. Proposed Improvements: Existing Improvement(s): House: I U 1 0 sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: '760 sq. ft. Detached Garage: sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) 13 % 2- 01 10 sq. ft. Required Setbacks: FR S S J S R Provided Setbacks: FR 3d S 4 S 3 .6 R S' S $� Maximum Height: 1 3 - 5 , ft. Proposed Height: 4 ' 3 T ft. Maximum Size: sq. ft. Proposed Size: ( W U sq. ft. Access Notes For one and two - family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two - family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscaping Notes For one -and two - family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: City of aid WheatKd¢-e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 November 24, 2009 Mr. Bob Emmons 7800 West 38 Avenue Wheat Ridge, CO 80033 Re: Residential Building Permit at 2950 Uphaln Street Dear Mr. Emmons The building permit application for the address above has been received and I have the following comments: You show the driveway as being concrete for the first twenty five feet from the back of the existing street. However, the requirement to have the first twenty five feet of the drive way paved begins at the property line. According to the site plan that was submitted with this building permit, there is approximately 12 feet from the property line to the existing street. These 12 feet will be required to be paved in addition to the first 25 feet from the property line back onto the property. A separate "Work in the Right -of -Way Permit" will be required to construct this portion of the drive way. The Right -of -Way permit can be obtained through the Public Works Department. • All paved sections of the driveway will need to be complete prior to the issuance of a Certificate of Occupancy for the home. • City Code requires that 100% of residential lots not covered by sidewalks, driveways, structures, misc, be landscaped. Only 35% of the landscaped areas can be made up of non- living materials such as mulch, wood chips, bark, or rocks. • All landscaping, including sod, must be in place prior to the issuance of a Certificate of Occupancy. If landscaping cannot be completed due to inclement weather or other reason, an escrow for 1.25% of the value landscaping needing to be completed will be required by the City. The funds will be held until the deficient landscaping has been completed. • The Public Works Department may require an additional escrow for the construction of curb, gutter, and sidewalk since there are none of these improvements in place across the front of the property. Please contact the Public Works Department for their requirements on the requirements for an escrow for curb, gutter and sidewalk. Please let me know if you have any questions on these requirements or if I can be of additional assistance. Thank you. Res ctfully, _ Ad Tietz Planner www.ci.wheatridge.co.us (01 �^� City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ' Fax: 303 - 235 -2857 Rro° Inspection Line: 303 - 234 -5933 Building Permit Application Property Address: 2ctPc' v yoly* "4-- Property Owner (please print): Phone i� 7646 Mailing Address: (if different than property address) Address: ij gdr� W 3 5 il PAU55-- - It7z- wl Date: I l k ' i j ! Plan #: Permit #: City, State, Zip: Lty oe--� Contractor: Contractor License #: Phone: 7 �y Sub Contractors: Electrical City License # Company:N t_aIt Exp. Date: Plumbing City License #: Mechanical City License #: Lt� �t Company {Milrs�ih �t +ar+� ( Com 3 iJ"C�A'�'w"`t{ /ltd Exp. Date: Exp. Date: Use of space (description): : /1,1)01/1 Description of work: t � ice. �LFtt i 5l LE Sq. Ft. /L.Ft added: 1. - Squares BTU's Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Vl , J! i �1 — Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all o her ppli cab 'a Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. _ CIRLCE ONE. (OWNE (CONTRACTOR) or PERSONAL REP q of (OWNER) (CONTRATOR) FIR NAME: Gfrr1M -C� SIGNATU - L Date: 1 ti . ZONING COMMENTS: Zoning: Reviewer: DEPARTMENT USE ONLY 1 - S �Z fFTra �� S�zs — PUBLIC WORKS COMMENTS. i� 4 RoLd cOAJ� Pex-cJr .-rQry 7a Goneoee- L ��lReeviewer PiLOPSE. Oa 8 @r vC�ZcL4'Y C.44r "B— C--- 770AJJ 70 " Q ,S . 04 r . OK A;4' _-, Sr XE br�f /4i J 6- S R00F I R44 AJ-1 s tV 5'r 8E G6MPC.40r&Z r oO s( . J !JlZ6 /09 14 4 / 4 EX so its X NRVE A0 VSZ - rJV&: DRA r ✓��C EAU BUILDING DEPARTMENT COMMENTS: 35 paX7y 0WAIA;72 Pt✓S7" SiG.t,J AE'VEZ COV,.,p arT UPANCY: Reviewer 5✓8rr97 $3 /A7 E'S<4"W P20.C. lSS✓rb✓c& OF C. O FIRE DEPARTMENT:: 0 approved w/ Comments 0 disapproved 0 no review required F Bldg Valuation: $ y , : City of `P W heat Rdge : Ft,5LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: // 2 ®p ADDRESS: 2950 0.4*Vol 5 - 7 - ,ZEZ3 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wmvxi.wheatridge:co.us Rev 2/08 / SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC. MICHAEL A. LAIRD, P.E., PRESIDENT CONSULTANTS IN CIVIL ENGINEERING 10450 WEST VIRGINIA AVENUE LAKEWOOD, COLORADO 80226 -2648 303- 988 -9229 Mr. Bob Emmons 7800 West 35th Avenue, Unit 102 Wheat Ridge, Colorado 80033 JOB #4639 October 3, 2008 Telephone: (H) 303 - 238 -8013 (C) 720 - 323 -7646 Subject: Subsurface exploration for a proposed new residence to be constructed on a property described to us as a 117.61'X 133.55' parcel with the address 2950 Upham Street, Wheat Ridge, Jefferson County, Colorado. Dear Mr. Emmons: As requested, we conducted a subsurface exploration to develop recommendations for foundation design at the subject site on September 14, 2008. The subsurface exploration was performed by drilling two test borings to depths of 25' -0" and 15-0" over the planned construction area. The locations of the test borings and the logs of subsurface materials are enclosed. The discussion and recommendations presented below are based on the results of data gathered during the subsurface exploration, observation of general field conditions, and previous experience in the area with similar materials. VaCZ�1tT����i �c f Based on conversations, we understand that the site will be developed with a one -story wood frame house built over a raised fully enclosed basement level. The house will have elevated wood porches at the front and rear of the house. The front porch will be covered. The house will not contain garage space. Based on discussion with our client, we understand that the basement excavation for the house will range in depth below existing grades from a minimum of about 5.5 to a maximum of about 7'. l j t 1 Nlr. Emmons - October 3, 2008 Soil Analytics job #4639 SITE AND SUBSOIL CONDITIONS The site of the proposed construction is a gently sloping property in a residential area. A previous house, which was located in the western area of the proposed new house, has been removed. The old house appears to have been built over a minimal crawl space and may have had a wood foundation. The proposed construction will take place over the area of our two foundation test borings, whose locations are shown on Figure 1. Generally speaking, the ground surface in the area slopes toward the east - southeast at about 3 percent. The existing ground cover consists of bare fill soil in the front (west) area of the proposed structure and lawn grass in the rear (east) area. A recently constructed detached garage is located 14 feet and more to the northeast of the northeast corner of the proposed house. Subsurface conditions encountered by the two test borings are variable with depth below groundlevel. Foundation Boring #1, which was drilled near the northwest corner of the proposed construction, encountered loose to medium and moist topsoil and fill materials from groundlevel to a depth of 1' -0 "; medium stiff and moist to medium moist sandy clays from 1' -0" to 10'- 0 "( ±); medium consistency and very moist sandy clays from 10' -0 "( ±) to 18' -0 "; and hard and medium moist to very moist claystone bedrock materials from 18' -0" to at least 25' -0 ", the maximum depth explored. Foundation Boring #2, which was drilled near the southeast corner of the proposed construction, encountered loose to medium and moist topsoil and fill materials from groundlevel to a depth of 0' -6 "; medium stiff and moist to medium moist sandy clays from 0' -6" to 10'- 0 "( ±); and medium consistency and very moist sandy clays from 10' -0 "( ±) to at least 15-0 ". Free groundwater formed in Boring #1 at a depth of 16' -0" while we were at the site. TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS The subsoils at the site were carefully observed as the cuttings were recovered from the test borings, and the resistance of the materials to the advancement of the drilling augers was noted. In addition, Field Penetration Tests were performed at selected depths to assist in evaluating the consistency of the soils and to provide undisturbed samples for precise examination and testing. The, results of swell - consolidation tests and grain size analysis which were performed on representative subgrade samples are attached to this report. J Mr. Emmons Soil Analytics Nil O 3, 2008 lob #4639 Based on the results of the exploration combined with previous experience with similar subsoil conditions, the most pertinent foundation engineering characteristics and considerations at the site are as follows: 1. Generally, the exploration encountered clayey topsoils and scattered fill deposits from groundlevel to a minimum depth of 0.5 foot and to a maximum depth of 1 foot. These materials should be removed from the locations of footings and flatwork. Compacted structural fill should be used to replace all such unsuitable materials as needed. 2. Below the upper fill and topsoils materials the exploration encountered medium stiff and moist to medium moist sandy clays to about the 10 foot level. Test results indicate that the sandy clay is a low swelling material at existing moisture and density levels. The sandy clay is suitable for the support of properly designed minimum pressure foundation footings. The sandy clay should be protected from drying after the excavation is made to assure that it does not develop a higher swell rating. 3. Below the 10 -foot level the exploration encountered medium consistency and very moist sandy clays to about 18 -feet with free water found at the 16 -foot level. These lower sandy clays are generally non expansive and have a lower bearing capacity than the overlying layer. This layer should not adversely affect the proposed construction. 4. Below the 18 -foot the exploration encountered hard claystone bedrock which appears to have components with a medium or greater swell rating. This layer is located too deep'to adversely affect the proposed construction. 5. The foundation recommendations contained herein will not necessarily protect concrete slabs and flatwork from cracking and movement if they are constructed as slabs -on -grade bearing on or above the upper low swelling sandy clay layer. All floors in which movement cannot be tolerated should be structurally supported on the foundation system over an air space. Mr. Emmons _ - October 3, 2008 Soil Analytics FOUNDATION RECOMMENDATIONS FOR MINIMUM PRESSURE FOOTINGS Job 114639 Provided that the foundation bearing areas are properly prepared, it is feasible to support the structure using a minimum pressure footing foundation system. All disturbed and incompetent materials must be completely removed from foundation bearing areas. Frost level footings which bear at or above the existing 4 -foot level on the undisturbed sandy clay soils found below the upper fill and topsoils should be designed for a maximum allowable soil bearing pressure of 2,100 psf and for a minimum dead load pressure of 650 psf. Basement level footings constructed to bear at and below the existing 4 -foot level on the lower undisturbed sandy clay soils should be designed for a maximum allowable soil bearing pressure of 3,000 psf and for a minimum dead load pressure of 900 psf. The final determination of actual foundation sizes and areas will be made based on the plans for the proposed construction, the criteria given above, and calculations by the foundation design engineer. All foundations must be placed 3 feet or more below final exterior grades to provide protection against frost action. In addition, we recommend that all concrete foundation walls contain sufficient horizontal reinforcing to enable them to span an unsupported distance of at least 15 feet. A 4 -inch thick void form material should be used beneath the portions of all foundation elements which are designed to be interrupted in order to increase the dead load pressure. Great care should be taken to prevent the void form material from being damaged by exposure to moisture or other agents prior to and during construction. Also, protect the void form material from being collapsed during backfilling. A minimum pressure footing foundation utilizes the dead load of the structure and its foundation to limit potential subgrade expansion to the extent feasible in the event of unavoidable subgrade wetting. Dead load pressures can be increased by reducing the contact area of the footings. The function of the foundation design is to size the foundation footings so that the applied pressures are never less than the minimum dead load pressure and never greater than the maximum allowable bearing pressure. The maximum allowable soil bearing pressure (dead load plus live Ioad) refers to the highest total pressure permissible, beyond which excessive foundation settlement could occur. Conversely, the minimum dead load pressure is the lowest acceptable pressure which should be applied at all times to resist subgrade heave. If a crawl space area is constructed below the structure, the ground surface in the crawl space area should be permanently covered with an impervious Mr. Emmons - 5- October 3, 2008 Soil Analytics job #4639 moisture barrier sealed against the foundation. The purpose of this is to prevent the exposed soils from drying and shrinking and to help reduce humidity in the crawl space area. We recommend the use of a heavy gauge polyethylene material or 55 pound felt building material. A minimum lap of 12 inches should be provided for polyethylene materials and a minimum lap of 3 inches should be provided for felt materials. The laps should be sealed with a mastic compound. Any and all crawl spaces must be well ventilated and protected against the development of excess humidity and unhealthy conditions. LATERAL EARTH PRESSURES ON FOUNDATIONS Heavy cloddy clay soils are poor materials for use as backfill for foundation walls since they can result in high lateral pressures if they are overcompacted and if they are wetted and swell after construction, or they can settle and result in poor drainage if they are not compacted. A desirable backfill material is a non expansive granular sandy soil or sand and gravel mixture. As an option to imported backfill material, the most sandy and friable of the sandy clay soils from the excavation can be segregated from the upper topsoil and fill for use as backfill behind walls. If the fill is suitably compacted to the extent that it does not settle after construction, the walls retaining such fill should be designed for an equivalent fluid unit weight of at least 55 pounds per cubic foot. Care must be taken not to overcompact the backfill or to operate heavy equipment above the foundation wall backfill since this will result in excessive earth pressure on foundation walls. The backfill should not be puddled since the trapped water will percolate downward over time and cause underlying expansive materials to swell. If someone were to use heavy clay materials as backfill in spite of the risks, the least cloddy soils should be selected and placed so as to minimize the lateral pressures that will be exerted on the foundation walls by compaction or subsequent swelling. Heavy compaction must not be performed since overcompaction will not only result in initial excessive earth pressures but will cause the to develop higher swelling pressures if they are wetted. The greater the density of a clay material, the greater will be its swelling characteristics, other factors being equal. For this reason, clay backfill behind foundation walls should be carefully compacted by suitable equipment to about 90 percent of standard Proctor maximum density at optimum moisture content plus 2 percent. While low densities are desirable to lessen lateral pressures on walls, if they are too low the backfill may settle after Mr. Emmons -6- October 3, 2005 Soil Analytics lob #4639 construction. Therefore, the desired density is the lowest density needed to prevent settlement of the backfill after construction. If swelling of the backfill becomes a factor, extremely high pressures can result which equal the swelling pressure of the material. If clays are used as backfill for foundation walls, the walls should be designed to resist an equivalent fluid unit weight of at least 75 pcf. PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS FOR MINIMUM PRESSURE FOOTING FOUNDATIONS Competent care must be used in the preparation of all footing bearing areas since settlement may occur if incompetent materials are present. Prior to foundation construction the base of the completed excavation should be thoroughly prepared. All unsuitable foundation materials, including the upper topsoils and fill, and all incompetent, disturbed, and frozen soils, must be completely removed from foundation bearing areas and the resulting excavation backfilled with good quality, non expansive, structural fill materials (road base is acceptable) compacted to 100 percent of standard Proctor maximum density at optimum moisture content or else the foundations must be extended sufficiently deep to bear on the underlying natural undisturbed materials. All structural fill must be compacted in 6 -inch lifts to the stated density level and moisture content. The compacted backfill must extend upward to the level of all structural foundation elements. BASEMENT FLOOR SYSTEMS: UPPER LEVEL FLOORS & SLABS The materials which we expect to be present at the base of the proposed basement level have, based on the attached test results, a low swell rating and can result in some low level slab movement with the passage of time if the subgrade is subjected to moisture increases. The future movement could result in some unevenness with some cracks extending outside of the control joints. Provided that the supporting materials are preserved at in situ conditions and are not excessively wetted after construction, then we expect that future movements may be minor. If this is an unacceptable prospect to the builder and future owners, then the basement floor may be structurally supported over an air /crawl space. As an option to a crawl space, a structurally supported slab could be constructed over slab void material. Any concrete slabs on grade constructed near groundlevel should be constructed on competent subgrade materials. In areas where loose fill is present or where other incompetent materials are present, all such unsuitable M r. Emmons - Oc tober 3, 2008 SoH Analyflcs lob (#4639 materials should be removed and replaced as needed with properly compacted structural fill. The precautions and details recommended for basement slab construction which are given below should be applied to upper level slabs. The floor of the basement may be constructed as a slab -on -grade provided that the builder and owners are willing to accept the risk of future slab movement after construction. In addition, the following details and precautions should be observed to lessen the negative effects of any future slab movement. 1. Separate the slabs from all bearing members and utility lines to allow their independent movement -- construct "floating" slabs. Provide positive control joints at the junction of the slabs with foundation walls, and provide frictionless sleeves for all utility lines and columns which pass through slabs. 2. Contraction joints having a minimum depth of 1/4 of the thickness of the slabs and a width of at least 1/8-inch should be scored or sawed at spacings not to exceed 15-0" on centers. 3. Construct a minimum 2.5 -inch slip joint above or below partitions on slabs. In finished areas, all furring strips, drywall, and paneling should stop 2.5 inches from the tops of the slabs. The 2.5 -inch void space can be covered with a molding strip. In addition, flexible connections should be provided for all slab bearing mechanical equipment to allow for at least 2.5 inches of free vertical movement. All slip joints must be monitored and maintained by the owners and occupants. 4. All materials present below slab levels should be maintained at existing levels of moisture content. Clayey materials will become more expansive if they dry and shrink. 5. In finished areas, use a floor covering which will not be damaged by movement of the underlying floor slab. Do not use rigid floor coverings which will be readily damaged by movement of the floor. Mr. Emmons -8- October 3, 2008 Soil Analytics BACKFILL AND SURFACE DRAINAGE job #4639 The expansive materials at the site may be subject to movement if they are wetted. Therefore, in view of the nature of the soils at the site, the foundation materials should be protected from being excessively wetted after construction. This can generally be assisted by using a good quality backfill and by compacting the backfill sufficiently so that it does not settle following construction. The backfill should be free of debris and should be compacted taking into account the considerations described in the previous section on lateral earth pressures. Some water may be blended with the backfill in the stockpile but away from foundation locations to permit proper compaction; however, the backfill must not be puddled. In addition, a berm may be constructed adjacent to the foundation walls to allow for a good slope away from the building even if some settlement should occur. Precautions must be taken to prevent the entrapment of free water within any portion of the excavation during construction. If any settlement should occur in the backfill, it could adversely affect utility lines which transmit fluids and pass through the foundation walls. It is not uncommon for such piping to shear at the foundation walls due to movements in the backfill. It is recommended that the pipes pass through slotted openings in the foundation walls or that flexible connections be used to compensate for shifting of the foundation wall backfill. It is also recommended that all water lines be carefully pressure tested prior to final acceptance and that any leaks detected be repaired. The final grade should be sloped well away from the structure on all sides. A minimum slope of 12 inches in the first 10 feet is recommended. All downspouts should discharge into extensions which slope away from the foundation walls and extend beyond the limits of all backfill. The points of discharge should be at least 5 feet from the foundation walls and good drainage should be maintained at and beyond these points. All future owners of the structure should be advised of the presence of the site subsurface conditions, the potential- detrimental effects to the structure of excess water, and the need for keeping excess moisture away from the foundation and slab -on- ground areas. In no event should an automatic sprinkler system be installed next to the foundation walls. There should be no watering or irrigation within 5 feet of the foundation walls. The ground surface in the area may be lined with a suitable geotextile fabric to control plant growth. The area next to the structure may then be covered with gravel, bark chips, or other materials requiring no rainfall or irrigation. We Mr. Emmons -9- October 3, 2008 Soil Analytics lob #4639 recommend the use of xeriscaping for landscaping since it requires minimal initial and long term irrigation. SUBSURFACE UNDERDRAIN Low permeability sandy clay soils will be located at and below the basement level and will tend to act as a trap for excess moisture at basement level. Therefore, the construction of a functional underdrain system at the basement level is recommended. Refer to the attached detail of a recommended underdrain system for a minimum pressure foundation with herein discussed excavation requirements. STRUCTURAL FILL REQUIREMENTS Structural fill must be used to repair and stabilize all disturbed and incompetent areas where footing foundations will bear. Structural fill can be used as a replacement material below slabs in areas where structural floors are not used in order to reduce the magnitude of slab movement and cracking. Structural fill should be employed at all locations where filling, including subexcavation and replacement, is required to establish the design and construction grade for slabs and footings. Structural fill should also be used in any other areas where structural improvements would be negatively affected by ground shifting over time. Structural fill should be placed in accordance with accepted good practice. We recommend that the structural fill conform to CDOT class 6 road base or consist of a comparable well graded non expansive processed granular material. The standard Proctor procedure (ASTM D698) should be used to develop the compaction curve(s) for the fill soil(s) to be used. All such fill must be uniformly moisture conditioned to within 2% below to 2% above optimum moisture content and compacted with appropriate equipment in thin lifts not exceeding 6 inches in compacted thickness. Depending on location, the following minimum percentages of the maximum dry density as determined by the standard Proctor procedure are recommended for structural fill and backfill: • Below minimum pressure foundations ..... 1007o • Below floor slabs .................. ............................... 95% • Below paved areas .............. ............................... 95% Mr. Emmom _ - 10- October 3, 2008 Soil Analytics • Behind retaining walls .... • Common fill area .... LIMITATIONS ............... 92 -947o ............................... 90% lob #4639 The above recommendations are based on the specific location where the test holes were drilled, the proposed construction, and the assumption that the subsurface conditions do not vary greatly from those encountered in the test borings. In the event that any unforeseen conditions different from those described herein are encountered, the soil engineer must be notified immediately. The exploration covered in this report has been conducted in accordance with commonly accepted geotechnical engineering practice in the Denver area, and no other warranty, expressed or implied, is made. This report has presented basic foundation design recommendations. If you should have any questions, or if I can be of further service, please do not hesitate to give me a call for clarification. Sincerely yours, Michael A. Consulting MAL / vis enc LOG OF SUBSURFACE CONDITIONS (See Figure 1 for Test Hole Locations) DEPTH DESCRIPTION FOUNDATION TEST BORING #1 0' -0" - 1' -0" TOPSOIL & FILL (SC) loose to medium, sand -clay mixture, brown, moist. 1'- 0 "- 10' -0 "( ±) SANDY CLAY (CL) medium stiff, low plasticity clay with a moderate to considerable content of fine sand, with a low calcareous content, light brown to brown, moist to medium moist. 10' -0 "( ±) - 18' -0" * SANDY CLAY (CL) medium consistency, low plasticity, brown, very moist. 18' -0" - 25-0" CLAYSTONE BEDROCK hard, moderate plasticity, brown, medium moist to very moist. *NOTE: Free groundwater formed in this boring at a depth of 16-0" while we were at the site. FOUNDATION TEST BORING #2 0' -0" - 0' -6" TOPSOIL & FILL (SO loose to medium, sand -clay mixture, brown, moist. 6' -0" - 10' -0 "( ±) SANDY CLAY (CL) medium stiff, low plasticity clay with a moderate to considerable content of fine sand, with a low calcareous content, light brown to brown, moist to medium moist. 10' -0 "( ±) - 15' -0" SANDY CLAY (CIA medium consistency, low plasticity, brown, very moist. NOTES 1. The exploratory test borings were drilled on September 14, 2008. 2. The locations of the test borings are shown on Figure 1. It is not warranted that the subsurface conditions given above are, representative of conditions at other locations and other times. In the event that conditions different from those described herein are encountered during construction, the soil engineer must be notified immediately. 3. Free groundwater formed in Boring #1 according to the previous note. TEST RESULTS 1. Field Penetration Test at 6' -6" in Boring #1: 12 blows /foot. 2. Field Penetration Test at 12' -6" in Boring # 1: 9 blows /foot. 3. Field Penetration Test at T -0" in Boring #2: 12 blows/ foot. 4. Field Penetration Test at T -0" in Boring #2: 14blows /foot. 5. Field Penetration Test at 8' -6" in Boring #2: 11 blows /foot. f N UPHAM STREET EXISTING GARAGE 1.. 0 FTB #1 f I FTB #2 PROPOSED HOUSE 2950 UPHAM STREET, WHEAT RIDGE, JEFFERSON COUNTY, COLORADO TEST HOLE LOCATION PLAN 1 „ = 30' -0" FIGURE 1 SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC. ONE DIMENSIONAL.SWELL /CONSOLIDATION TEST 4 3 2 0 � 1 0 0 � 1 0 tt+ SAMPLE FROM FOUNDATION TEST BORING #1 AT A DEPTH OF 6'-6" (SANDYCLAY) 2 u��namn 0 1 @ = Expansion due to wetting under constant pressure Q = Compression on wetting No movement on wetting 0 z 0 � 1 IF 0 2 3 4 5 SAMPLE FROM FOUNDATION TEST BORING #1 AT A DEPTH OF 6'-6" (SANDYCLAY) u��namn @ = Expansion due to wetting under constant pressure Q = Compression on wetting No movement on wetting M INI 11111MMIll ll M 00111111111 hlqkIIllN Moisture Content: 11.5 % 11, II■Y7■I ■■■III Hill ■w � rA■■n � a u��ii ■�nmii ■nnn � 0.1 1.0 10.0 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 2 Expansion due to wetting under constant pressure 0 =Compression on wetting No movement on wetting Moisture Content: 21.6% Dry Density: 102 pcf Hill 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 2 SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC. ONE DIMENSIONAL .SWELL /CONSOLIDATION TEST 4 3 ij 0 Q 1 0 � 1 0 i M 3 2 0 a 1 0 0 1 2 k, SAMPLE FROM FOUNDATION TEST BORING #2 AT A DEPTH OF Y-O" (SANDY CLAY) Ell 111111111 T Expansion due to ett under constant pressure I Q = Compression on wetting No movement on we in @ Expansion due to wetting under constant pressure @ � Compression on wetting No movement on wetting moll 1111 Ef M E N �■ I Moisture Content: 11.2% Dry Density: 112 pcf Moisture Content: 11.3 iuii� ■■m 1111 ■ \ lIIAI��11 ■1 0.1 1.0 10.0 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 3 T Expansion due to ett under constant pressure I Q = Compression on wetting No movement on we in moll 1111 Ef Moisture Content: 11.2% Dry Density: 112 pcf uui■�num■�n iuii� ■■m 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 3 SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC. ONE DIMENSIONAL _SWELL /CONSOLIDATION TEST 4 3 2 0 c I 0 0 0 2 3 0.1 1.0 10.0 SAMPLE FROM FOUNDATION TEST BORING #2 AT A DEPTH OF 8'-6" (SANDY CLAY) G)t—n Expansion due to we ti g under constant pressure Q = Compression on Wetting = No movement on wetting N Moisture Content: 18.6% Dry Density: 110 PCf ■�I�IIN� 11111 ■■IIYII■■■Y ■■■1111 O = Expansion due to wetting under constant pressure © =Compression on wetting Q = No movement on wetting 0.1 1.0 10.0 VERTICAL PRESSURE, KSF FIGURE 4 Foundation Wall I_ J Interior Sump & Lateral or Provide Daylight Outlet. t : pampproofing Edge of ;♦ Excavation . s T Geotextile Filtration Fabric Clean Gravel (3 /4' Min.) 46 Z7 • n 4-Mil Polyethylene along bottom of excavation and glued to side of foundation 4 Perforated Underdrain Pipe - Slope 1 /8' per foot to daylight outlet or sump. Provide 3' minimum clearance all around pipe. FOUNDATION UNDERDRAIN SYSTEM FIGURE 5 PERSONAL REPRESENTATIV'E'S DEED (Sale) THIS DEED is made by FRANCIS F. MURPHY and KATHERINE MURPHY , as Co- Personal Representatives of the Estate of ELIZABETH MARI MURPHY a /k /a CLAUDIA E. MURPHY a /k/a ELIZABETH M. MURPHY Deceased, Grantor, to _ ROBERT W. EMMONS, JR. Grantee, whose legal address is 2950 Upham St reet of the City of Wheat Ridge County of Jefferson ,State of Colorado. WHEREAS, the decedent died on the date of August 19, 2002 and Grantor; wu't duly aplpou II c o- I'crs, I1AI Representative of the Estate by the District Court iu and for the County of Jefferson . Statc +ii t elu -a.lu. i'« +burr No 2003PR0832 on the date of July 30.2 003, and are now qualified and acting in said capacity. NOW THEREFORE, pursuant to the powers conferred upon Urantor by the Colorado Probate Cede. Grantor does hereb >ell and convey unto Grantee (in joint tenancy), for and in consideration of One Hundred Thousand and 00/100ths Dollars (SI00,0W.00), the following described real property situate in the County of Jefferson , State of Colorado. Beginning at a point 25 feet directly east of the exact center point of Lot 4, Block I, Barth's Subdivision; thence South 117.61 feet; thence Fast 133.55 feet; thence North 117.61 feet; thence West 133.55 feet to the point of beginning County of Jefferson, State of Colorado also known by street and number as 2950'Upham Street, - -W'heat-Ridge; Colorado, 80033. assessor's schedule or parcel number: With all appurtenances. As used herein, the singular includes the plural and the plural the singular. Executed: _ t. J OJ)L � I V G v P �I I II I h I R $6.00 1 ' 'I i; 1! :! „��I,J! D $10.00 2007009427 PRD 01/24/2007 12:50:26 1 Page(s) Jefferson County, Colorado T _,�r FRANCIS F. NIURPHY, Co- Persoral R resentative of the Estate of ELIZABETH MARIE MURPHY, a /k/a CLAUDIA E. MURPHY, a /1:/a ELIZABETH M. MURPHY. Deceased HERINE MURPHYs Co- Resonal Representative oi'the Estate of ELIZABETH MARIE MURPHY, a /k/aCL.AUDIA E. MURPHY, a /Wa ELIZABETH M. MURPHY, Deceased STATE OF COLQRAD ) COUNTY OF J UU` ) ss. The foregoing instrument was acknowledged before me this' ` UI day of 0-o 1Ail.( ; 20DJ, by FRANC F. MURPH and KATHERINE MUR PHY as Co- Personal Representatives of the Estate of -, ELIZABETH M ARIE MURPHY. a/k/a CLAUDIA E. MURPHY. a'k/a ELIZ BETH M. MURPH Deceased. W imess my hand and officia seal. ��•E RL r ..., y My commission expires: _`� - `1 — . 1, t- . i r . + e .._ .. t� : ..•.ra r,.'•. 7104 Notary Public 3 5 [ ®..► C Strike as required Name and Address of Person Creating Newly Created Legal Description (§ 38- 35- 106.5, C.R.S.) O .. C d � O® a'r�on ieNUnonv No. 46. Rev. 9 -01. 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H,31 o >m om•c o m rim mz"nxmZ mr p. - {� - �pOm C*1 D ...ten - no mnn �nSv (� r F m o Z m -xz 3 m �7>MQ no• m o.m�m3 rtrz O,, N>N mo � 0 rF Q z oo mm- mov m[nn mzxm nZ Om C OO m� G7 W m. nu. n.<- .o- o�.� -000 47m DN -iN ZN C.m m'�� 0 omm no c< o rt n ZNC NO Z U) K: O >m amrmzmmart O Z a am• moo orn3m - 00M oofmA D D y1T7D Z 0O i+HZ V ZZmO X O 3 a.-*v Y anYf+ n mCS[JG -ID -� 3 .1-7 -Ip�(n — i m ro DZmw"M 0-4N• COMM O Cn =-I - W Cf) o m a >nm rmn n 0<- Ml O z m COi.I 'oa mmr3 >r+on Mom" D 2 W m x �nm� m omcc � ON ZOZ V �] A --I m - (n v o o< film z o CTi cy _� /i rto crt�a�m !n 11 > " mrn�= LA w m m m O' (!� A SS •- �� ' �'im »� a - no Mo o 0 m zTm. m �q' U m GI .Aa • rt p > m nmxmrm "� m Nmm O� w - . 30.0 no o W iD o n N > 9�• .•m =9 M o qm -i..or - m CV • .•• mmo o X�0n rtort o gQ m 1 11 5 nrm n >oc ZJ N 0 MM roam 0 3' 0 m cnvncvo n - OTI = 1 T s o w 3 mn3vm f 0 cn X NORTH - 117.61' �mv>x me m �• Gl c mmmoomrn v C � C /� •/ ' 3 o rn rn m City of WheatRidge Residential Demoliti PERMIT - 071097 PERP4IT tSa: ~.Q71097 ISSUED: 10/09/2007 JO$ P.bAI285Se; 295.9.UPHAM ST EXPIRES: 04/06/2008 AE9GPI'P7'IMi.demo.exieting:house garage to remain pWSl@T :3'-7646Bob Emmons ' UA 0~576 USE: UA BLOCK/LOT#: OI ESTIMATED PROJECTVALUATION: uu FEES Detrtclit3Uri .;Fee . 50.00 • TO'LkTr 50 . 00 All utilitks 3tate Idertua F Suuk33jeC,t .[o. f I haYeby cer'Cif, ordinencee,'zu7i measuYemetrKa 47f a8P}S:cO.Ci ag~ltCwb ~ ~ Si " uYC o .Q 1. TriaB pmxmSt~ '3tiaee aE Cel oLdli{dT[Cd9 F 2. This petWit: dat@r` . 3. -IL th7s ¢k14? :cUanega bade ~exce¢dod bne .dsa paAd fot- 4. Nb WOY$ OL.F 5..: ' :Co[stsaekOYz' i wzitEen app, . 6. - : The. issVazie an appzoval A11 ylan re~ signaeUre -aL.Ch U rNa'pkapsow10¢iPBAT LINB: (303)234-5933 SUILDING OFFICE: (303)235-2855 $}^yQFJS$T$' MS7'S'3.' BE' ~~.MADE~ BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ ~~4. . , . ~ . . . . . . . . . . ~ i4s must be notified ausC be properly texminated =A- Id ttit required inspection w.t the eetback diatances proposed by this permit application are accurate, and do not violate applicable is.zegulatione of the City of wheat Rid9e or covenanta, easements or reetrictiona of record; that all d'allegatione made are accuzate; that I have read and agree to abide by all conditiona printed on this I.aesume full reeponsibility for compliancLL[e with the wheat Ridge Buildin9 Code (I.B.C) and all other y(ige brdinances, for woik under thisupe~t./vlana aubject to field inepection. ~ ~ 4p9ued in accordance with the provieions aet forth in your application and is eubject to the lawa of the io~and to the 2oning Regulatione and Huildin9 Codee of Wheat Ridge, Colorado or any other applicable }e.City. 11 expire 180 daye from the isaue date. Requeste for an extenaion must be recelved prioi to expiration siqn may be granted at the diaeretion of the Huildin9 Official. etcpzrea, a new..permit may be acquired for a fee of one-half the amount normally required, provided no ¢xt.or willbe made in the original plana and specificatione and any suepeneion or abandonment has not y year. If changea have been or if suepension or abandonment exceeds one (1) yeaz, tull feea shall ew permit.. maxssiez ehall be done that will change the natural flow of water causing a drainage problem. k'hoCify the Building Inspector twenty-four (24) hours in advance fos all inspections and ahall receive I.on inepection casd before proceeding with auccessive phaees of the job. "apermit or the approval of drawinga and specificaCions ehall not be construed to be a permit for, noz visiona of the building codes or any other ordinance, law, rule or regulation. anyviolation of vp ieaubject toectione.WMg" aace COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of w"E^r~ BUILDING INSPECTION LINE • 303•234-5933 Date: ~ a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE PLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) . cOCORPO~ MINO:L1 APPLIIiATION Property Owner. e bL {M m 0 S Property Address: 2 `11:_,_O Jp 04rn- -4_. Phone: 7 Z0 323 Contractor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building DenL Valuation Figure: $ I hereby certify Ihat the set6ack distances proposed by this permit application are accurate, and do not viola[e applicable ordinances, rules or regulations of the City of ValUe:$ Wheat Ridge or covenants, easementsor restrictions of record; thatall measurements shown, and allegations made are accurate; that I have read and agree lo abide by all POrilllt FCB:$ conditions printed on this application and that I assume full responsibility for compliance with the W heat Ridge Build'ng Cotle (I.B.C) and all other applica6le Wheat Plan ReV10W FBe:$ undperihpaiL Pians subject to field inspectio Ridge Ordinances, for work USe 'r3% ~ 1 TOYd.l.$ (OWNEft)(GONTRACTOR):SIGN6~ (OWNER)(CONTRACTOR):PRWTED DATE Use of Space (description): Description of work: (A C) 010(~-n Sq. Ft. added V4--- n;tA-7r~ Expiration Date: Expiration Date: Expiration Date: Approval: ApprovaC ApprovaL (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is nol commenced within sixly (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 780 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halF the amounl normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenl has not ezceeded one (1) yeac If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnif. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contraclor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceeding with successive phases of lhe job. . . (6) The issuance of a permit or the approval of drawings and specifications shall nol be construed to be a permit for,noran approval of, any violation of the provisions of the buiiding codes or any other ordinance, law, rule or regulation. All plan reviewis subject to field inspections. Chief Building Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Colorado Department of Public Health and Environment Air Pollution Control Division - Stationary Sources Program - Indoor Air Unit 4300 Cherry Creek Drive South, APCD-SS-61 Denver, Colorado 80246-1530 Phone: 303-692-3100 - Fax: 303-782-0278 E-mail: asbestos@state.co.us ASBESTOS APPROVAL NOTICE This notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 16, 2003, and effective March 2, 2005, the Colorado Air Pollution Prevention and Gontrol Act C.R.S. (25-7-101 and 25-7-501 et seq). It is only for the purpose of allowing asbestos abatement. As a contractar, you may be subject to other licenses and permits, depending on the requirements of the county and municipaliTy in which the work is being performed. The Colarado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. THE ORIGINAL PERMTT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Unit of project modifications by ficr (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in tke scope of work or the scheduled work dates, etc. This asbestos approval notice is valid beginning 10/6/2007 through 11:59 PM on 10/16/2007. The actual scheduled work dates are from 10/6/2007 through 10/16/2007. Approval issued on: 10/4/2007 Record number: 58681 Notice Number: 07JE4388N For the location specified below: Private Residence 2950 Upham St. Wheat Ridge Jefferson County This notice has been issued to: Amount paid: $55.00 Check number: 4996 Bob Emmons Issued b: CB 2950 Uphan St. Wheat Ridge, CO 80033 /j - - a+~ - Article Number 1111111111111 1111111 o J Is delivery address different from item If If YES, enter delivery address below: ROBERT E. EMMONS, JUNIOR 2950 UPHAM STREET WHEAT RIDGE, CO 80033 RE: 2950 UPHAM STREET v A ~bl r .t, and all current occupants of the property legally described as: 064800, Barths Subdivision, Block 001, Lot 0004, Key 001, Section 26, Township 3, Range 69, SW quarter section, commonly known as 2950 Upham Street, Wheat Ridge, CO 80033 are hereby notified that the above described property has, this 25th day of September, 2007, been declared to be a Dangerous Building by the undersigned Building Official of the City of Wheat Ridge, in accordance with, but not limited to, Section 302, Subsections 5, 6, 7, 8, 9, 12, 13, 14, 17, of the Uniform Code for the Abatement of Dangerous Buildings, and you are hereby ordered to vacate the structure and make the required repairs. The specific violations of code are, but not limited to: 1997 Uniform Code for the Abatement of Dangerous Buildings, Section 302, Subsections; (5) Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property (8) Whenever the building or structure, or any portion thereof, because of (i) dilapidation, deterioration, or decay; (ii) faulty construction; (iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such building; (iv) the deterioration, decay or inadequacy of its foundation; (v) any other cause, is likely to partially or completely collapse. (17) Whenever any building or structure is in such a condition as to constitute a public nuisance known to the common law or in equity jurisprudence The ordered repairs are: 1. Take the necessary action to immediately secure the structure from entry of unwanted persons 2. Submit all necessary documents, obtain all necessary permits and perform all necessary work to bring the structure into compliance with all applicable codes or to demolish the structure. You are hereby ordered to initiate repairs within seven (7) days of the date of this notice as necessary to secure the structure and bring the structure into compliance. You are further notified that if the required repair work is not commenced within seven (7) days of the date of this notice, the Building Official may proceed to cause the work to be done and charge the costs thereof against the property or its owner. Any person having any record title or legal interest in the building may appeal from the notice and order or any action of the Building Official to the Board of Appeals, provided the appeal is made in writing as provided in the 1997 Uniform Code for the Abatement of Dangerous Buildings and filed with the Building Official within 30 days from the date of service of such notice and order. Failure to appeal will constitute a waiver of all right to an administrative hearing and determination of the matter. 6 ohn Cechumacher, Jr., CBO Chief Building Official City of Wheat Ridge Building Department 7500 W. 29"' Avenue Wheat Ridge, CO 80033 Office (303) 235-2853 Fax (303) 235-2857 2 COMMUNITY DEVELOPMENT DEPT. _~oFWH~TR,oc Inspection Services Division m (303) 2345933 Inspection line (303) 235-2855 Office °~oR CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. E? Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: ,2~4~ l/P,r1A~ ~,r~E • L - 0~ . S~.orJeCa ~.~~io~~ ,~i✓.~1L .~sP~if✓ii✓/ ~aPauic, ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS TICE COMMUNITY DEVELOPMENT DEPT. UoF ""~°'Q,T Inspection Services Division (303) 234-5933 Inspection line (303) 235-2855 Office CO(O~RA/O CORRECTION NOTICE L f Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd 0 3rd Job Address: 29_-"C1 l/~ eq~~~r ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have been made, call for re-inspection at 303-234-5933 Date: ~Q?x>ln-07 Inspector: Ir~ DO NOT REMOVE THIS TICE OF W HEgTA City of Wheat Ridge °OLORA~° Miscellaneous PERMIT - 070250 PERMIT NO: 070250 ISSUED: 03/28/2007 JOB ADDRESS: 2950 UPHAM ST EXPIRES: 09/24/2007 DESCRIPTION: Structure moving permit. (move30 x 30 garage) CONTACTS owner 720/323-7646 Bob Emmons gc .303/659-5943 Ernie Ryberg Ryberg Construction Co. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Permit Fee - 100.00 TOTAL 100.00 ~~,L23~3o2 Comments; Jim Lorentz 81-4: Require 24 hour notice. to Sgt. Jim Cohen 303-235-2951. RH: OK I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that Iassume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Or~dinanj for work under this permit. Plans subject to field inspection. 3 a8-o Sign ure o£ contrac or/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at,the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded. one (1) year. If changes. have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change. the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s 'err to field inspections. date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS. DAY. M+ 22/'2007 12:59 30KS5^8557 F'li?IN.$'•~G COTA MUNIty DEVELOPMENT DEPAR7fl.MENT +e ✓d: ~ e:fl111 ING INSPECTION LINE -3x3.234-5933 / I., ra`iv OF ~ N1yiLA7 MF, O WHEAT DQki t'---.s Al R }E TWO WWT ' 8 6 61 . . 33 t31z3: WMEAT MIDQF. CO IOD . ' " y ~ ~ g ~ ~ g S i$L M OR E'i.S MIC Pvo 0v,r- ; Bob Emmons Prap"'yAarr w 2950 Upham Conmciii['j!.,7ce1US No C'ni rinD- Ryberg Construction Co., Inc. Qt111'»iG,#fiflRdTDR 4WUJURE Ct UKJ1=t2STNdrJtttG PRO AGNL^"EMENf 4'.. F that. tie e4,lb6c; 3latennes Meonod bv' lak "I'MA Vfin'a5an dea '==D rr:l. violaiB appliwt4v sxdmncoc. Rdps cr rapulaea»s yd Ehe ckq a Whaixt.atl paxe covenanm, semerts.rms'UfoeO,:¢ofimcnrd;t9sata11 mt5avrtan+'+?ta set:mmvn and anel9aVa5ns nWe are agate, t-lr;r t 4AVe read and ace to *bide by aC1 r~nat an.. u~~tlt~ta•( us,, fh9g ##~t~Glicagop 48d I'm I als"M fut, rM,tsan,it711y irn anta*vdRef~e M"'ttalayi0!-Etndd'n4 c b(l.e G} 8t1 oaecr eprmtc~~evn®dr rt+9gm O^dlnanrea: rvr vraak wder this perntlt. Plana 409941 N Aald luspaatiM (^N.ml~kltt'F=>.TRaGipgl;InN&p~~a,~_.._ ?AT,,.~_. tJh'TIER}{'tiJItT!'+,XC(QRj:Vflltdf"£Q ,,,,..~T1'P3.T utoutSpec (cssded tratr), _ oescr9Ptlntt of work. Move one gaf a-gge-Tr Cn 39(i-O~l 'on 30th Route: come out on 30th & Webste~ !T Size: 30'W 30'L 60' OAL 16'H se. FT, addad - Date of Move B:Pddinl~~'+almlE hurcii~ar. l7at8' PLAN bone; 720-323-7646 Phmg 303-659-5943 &+dtlAAafta~rs >~fc,lurR;.:~,~„~,. PonlsAt G ; Plaxt Ra•.ia S~F,S 4FC{ Total:$ worth to 2950 on Upham to ak-UVIfl~) C Of MENITS, AMravurl nnkg^ u,µ1 tratcs: ~oq wv~ 2 ~R Y ( eAe m ~e.r. -9-1 wl AUC Wr4J 1 261,04rwrv Apspmva7: „ OIL" uY3lls: Electrical Umirise Not oampany: NIA Exp ratlot, gate i FU,nnNng Lloome Me: Fxpirabon Dote. NIA Adnrovsh o I'M T A»^a,s 01 o ardto the city, ld: Y#~W pemlt 1401 rfleNY6Fl!@ IF SII Ci? 6k thzt pe-Im ah hzn a been osull r''?yua' If chap kt) tsnrxvt are: ..+5; ranfrumtcr s!in7 aaprcvai fir, lnsl (II) ilia tssuunc* a outhodmil cell or cl`w 6--J (11: sg oftlyda 03/29/2007 23:56 303236801300 EMMONS PAGE 01 wvv" L1 ;UN PAX 303 721 7299 002 4^,) 4ot IlVDEMNiFICATION AGPEE113gN -'0- The undersigned hereby 900 to indemnify M.&E Financial, LLC, the Owner of property located on the Northeast oorner of 29'x Avenue and Wadsworth in Wheat Ridge, Colorado, affiliate principals and agoras (collectively "Owner"), from any and all claims, losses, liabilities, penalties, costs or expanses of any kind or nature Whatsoever (including, without limitation, claims against both personal inju y,o any and all outside parties as well as to the above-named parries sad the property itself) and, except those resulting from the action, inaetien or negligence of Owner., including reasaurhle attorney's fees and costs, imposed against O%Tw which arise out of the removal of the garage structure located on the property ("Premises") or the condition of the Premises caused by the removal of tha structure. Of September, 2006. 63/29/2007 23;56 303236861360 EMMONS PAGE 02 PERSONAL REPRESENTATIVE'S DEED (Sale) THIS DEED is made by C F. MURPHY an KATHERINE MURPHY, as Co-Personal Representatives of the Estate of ELIZABETH MARIE. MURPHY. a/k,a CLAUDIA E MURPHY. aWa ELIZABETH M. MURPHY Deceased, Grantor, to ROBERT W. EMMONC. JR., Grantee, whose legal address is 9 ham treet of the City of Wheat Ridge County of JAM r -J . State of Colorado. WHEREAS, the decedent died on the date of _ Alleust 19, 2002 and Representative of the Estate by the District Court in and for the County of Jefferson . State oft ukmodo, 2003PR0832, on the date of July 30t 2D03, and are now qualified and acting in said capacity, ~-hcrsuital Pmbn~e No NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Codc, Grantor does hereby sell and convey unto Grmee (in joint tenancy),' for and in consideration of One Hundred Thousand and 00/100ths Dollars (5100,000.04), the following described real property situate in the County of J erson , State of Colorado: Beginning at a point 25 feet directly east of the exact center point of Lot 4, Block 1, Barth's Subdivision; thence South 117.61 feet; thence East 133.55 feet; thence North 117.61 feet; thence West 133.55 feet to the point of beginning County of Jefferson, State of Colorado also known by street and number as: 7950 Upham Street, Wheat Ridge, Colorado, 80033. assessor's schedule or parcel number: with all appurtenances. As used herein, the singular includes the plural and the plural singular. Fi7(e6Uted, -l J R $6. 00 60.00 TF7 W4 FR I) 01/2412007 12:50 Jefferson County, .26 1 Page(s) CoLoredo STATE OF CoLiRAA COUNTY OF il~.4gt V' ) ss. The foregoing instrument was acknowledged before the thijo,-n day of ( , 20-., by FRANCIS F. MURPHY and Rl MURPHY. as CaPersanal Representatives of the Estate of ELIZABETH MARIE MURPHY, aC/a.CLAUDIA E MURPHY Wa Et TzABFid W Ml RPiiY, Deceased. utltl nuup Witness my hand and ofticia seaj. "'0 R~""A My commission expires: In . , , . 1A _ .G,- ' =•.y Notary Public t - Strikc as required ~ pUeLOG Name and Address of Person Creating Newly Created Legal Descnptlon 38-35-106,5, C,R.5,) „ 0%a NO-46 . Rev.941. PERSONAL REPRESENTAT",Is DEED (tide) (Page i or 1) n 4aWrw:s FattMURPHY. Co-Perso fal R csentetive of the Estate of ELIZABETH MARIE MURPHY, afWa CLAUDIA E. MURPHY, afk/a ELIZABETH M. MURPHY, Deceased HERINE MURPHY Co-[?e .tonal Reprcsentative of the F.stateof ELIZABETH MARIE, MURPHY,a/h/a CLAUDIA E. MURPHY, a/lt/a ELIZABETH M. MURPHY, Deceased Information Guide Community Development Department, Building Division (303) 235-2855 Structure Moving Permits The following information is required when applying for a house moving permit to move a structure to, from, or within the City of Wheat Ridge: ❑ Application ❑ Proof of Ownership for both the structure and the site it is to be placed upon. ❑ Detailed directional route map, showing the proposed route to be taken. ❑ Traffic control plan. ❑ Approval letter from the following authorities: ✓ Public Service Company ✓ Telephone ✓ Cable television ✓ Sewer and Water Districts ✓ Colorado Department of Transportation (when applicable) When the above information is collected, submit all completed information to the Building Division along with a $100.00 permit fee and a $500.000.00 bond or insurance certificate or other suitable security naming the City of Wheat Ridge as the beneficiary guaranteeing any damages to public improvements are repaired to new condition, pursuant to Section 5-42 of the Wheat Ridge Code of Laws. The permit will then be submitted to the Public Works Department and the Police Department for final review and approval. If a structure is moved into the City or moved from one address to another within the City, the following information will be required prior to issuance of the moving permit: ■ Proof of ownership for structure and site. ■ Soils report for site prepared by a Colorado registered Engineer. ■ Foundation plan prepared and stamped by a Colorado registered Engineer. Sewer and water district service availability approval. NOTE: All structures moved into the City of moved from one address to another within the City are required to meet all currently adopted building, plumbing, mechanical and electrical code requirements. The Building Division is available to perform a courtesy inspection of the structure to determine what is needed to comply with current regulations for a fee of $61.00/hour (minimum 2 hours). City of Wheat Ridge Res. Garage/Carport PERMIT - 060975 PERMIT NO: 060975 ISSUED: 10/12/2006 JOB ADDRESS: 2950 UPHAM ST EXPIRES: DESCRIPTION': 30 x 30 Detached Garage CONTACTS owner 303/237-4566 Kathran/Frank Murphy gc 303/238-8013 02-0359 Bob Emmons Inc. PARCEL INFO - ZONE CODE: R-1 USE: R-3 SUBDIVISION: -UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 21,654.00 FEES Permit Fee 454.10 Plan Review Fee 295.17 Total Valuation .00 Use Tax 389.77 TOTAL 1,139.04 Comments : CIO ck- J f:: okay with notes on plans need to use plywood on corners subject to field inspection this permit includes building removal from Ohlinger Property I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, r /2s r regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremerz~ ho , and allegations made are accurate; that I have read and agree to abide by all conditions. printed on this applicati hat I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applic 1 t-Ridge Ordinances, for work under this permit/Plans subject to field inspection. nature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive. written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval ny vio do provisions of the building codes or any other ordinance, law, rule or regulation. A11 plans su~t o d 'nspections. Signature of date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE LADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY Seedon-26 501 (D• i) ° "P rIT-fandly dwelli Pleeae Note: owner/cm*s ur is responsible for locating property ngs, the rar Aven jeer (2S) ajdrlvoy area from th y lines and constructing Improvements according to the e existing pwvenrerrr/nto lh ul ,hall besurfaced withedge of wsphwlR brlcE av 1es cgncp&s approved plan and required development standards. The City is not responsible for inaccurate information p er atm,1®~~ f submitted within the plan set and any construction errors resulting from inaccurate information. OF WHEgr o City of Wheat Ridge Community Development Department cOLORPOO AHOR BU"IN P T Property Owner: h fz~J rvtra "Yp Property Address: Z.IGD OID4,A-A, -Ir Contractor License No.: Company: _FC1b1bl M6-pyJ3 Its C> Plan Review M.Vol Building Permit Number: Date: N IZ- M.Ve-P 14VY Phone: 3/ 237 y 56(~, Phone:-] Zp 32;3 -76 y 6 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND.. AGREEMENT I guildlnp Dept. valuation Figure: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this application hd that I assume full responsibility for compliancewith the Wheat Ridge Bu' i Co (I.B.C) and all other applicable Wheat Plan Review Fee:$ Ridge Ordinances, for work unde, s ' . I l/anns~subj~ect to field Inspection.. Use Tax:$ (OWNER)(CONTRACTOR):SIGNED DATE ~b Total:$ (OWNER)(CONTRACTOR):PRINTED,&k buim Am 144- DATE Use of Space (description):. ca Description of work: T Sq. Ft. added COMMENTS: Approval: ' Zonin : g ` o G COMMENTS:: ~r// Approval: tt/1~'. DEPARTMENT USE ONLY WORKS COMMENTS: Approval: ~o®t i s A66d r SIC: Sq.Ft.: IRE DEPARTMENT COMMENTS: Approval: - Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes orany other ordinance, law, rule orregulation. All plan review is subject to field inspections. Chief Building Official ' Residential Worksheet (SF/Duplex) Submittal requirements Copy of Deed JC~ Site Plan (to scale) Elevations F] Address: U~hwv, st. Zoning: Use: Fe S Property in the flood plain? Lot Size: ~1~24Z sq. ft. Lot Width: a ft. Maximum Lot Coverage: Z5 % Proposed Improvements: House: sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: 000 sq. ft. Proposed Lot Coverage: (Total) I z 1? % ek-066 • a sq. ft. Existing Improvement(s): House: '&f t2-« sq. ft. Shed: sq. ft. Detached Garage: Other: sq. ft. Total: 1 ~6 sq. ft. 1 9~oS sq. ft. Required Setbacks: FR 3o S 15 S l S R Provided Setbacks: FR S 1~0 S lo? R tto sq. ft. Maximum Height: 15 ft. Maximum Size: o0 7 sq. ft. Proposed Height: (0.5 ft. Proposed Size: sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the eiisting edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscaping Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: ~ s { Foci I z G~ I a !v d~~7o ~ra~fio - , , - 7'~ s ( Foo- z- 9- ~ oa~~ e ~p7 30•'_~'p~~9p~-}may' f i~~,b Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans and complete the following: I Complete this Buddhlg'GUide by filling in the blanks on page two and three, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. 3 Fil out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will ' help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. City o{'Wheat Wge Buzldi`ng Division 7500 `W. 29"Ave. W(zeat Ridge, Co 80033 (303) 235-2855 m Ill 6/18/02 rh 4e For roofs with slopes between Truss or 2 rafters s a 'example: Put chcmar8inbox-ox Minimum lx ridge (example: -1x 12) manufacturer's instrustions for low slope application of roofing material. p Sheathing ° (ZD G t~~ (example: rh" extedorptymod) to WC Roof covering Z 3 (example: Class AStab hingles) Me:®Mre°engineered roof trusses w/truss clips and hardened nails may be used in lieu of roof structure shown. U A erat , j This nando *an,,,. > taiy~, p~jgepr~tiYt y International CYi ~l- the 2000 Int '@f e. t is not intended to cover all circums heck with your Department of Building Safety for additional requirements. I pitch Ceiling Insulation liJ>J sJ P I (It heated -example:R,38) J 2x-( P ceiling joists @ O.C. (example:2 x 8 @ 24'0.C.) Double 2x-/n-top plate (example., 2 x 6) Span Z9' O L` (example: 23'5) Ceiling heigh- (example., 1 8) J 'Wall sheathing GAL 1 (example: r/z"exledarplywood) 2xstuds @-1L O.C. t (example:2x6®24'O.C.) Cont. 2x/sill plate (example: 2 x 6) Wall Insulation (11 heated - example: R-19 Fiberglass Batts) Footing size _x t (example: 8'x 16) 131 6/18/02 rh Directions ~rr 1. Fill in the blanks on pages 2 and 3 with dimensions - and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. Note. Heated garages may require special provisions. Dimension n Locate and Indicate rafter or detail bracing truss direction ❑ garage is heated Garage is not heated Show door and window header sizes and location and size of landing in front of door 31/2" minimum concrete slab U Z x 2x10 Note: If roof trusses or rafters bear on header, special header design may be required Double 2x4 or 2x6 trimmers each end of overhead door header Garage door opening width _q i M11'A Coll I Dimension* 27 .2' 8" minimum, with plywood sheathing on outside of entire wall Dimension* 7` _ I with hold downs. If less than 2'8", engineering may be required. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not Intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 2 8/18/82 rh 1 " s eefanchor bolts 6'-0" O.C. max 7" min. penetration max. 12" from corner Lap siding over foundation a and 12" from each end of plate. - minimum of 1". Boo " grade, or be treated wood or decay resistive wood ; • ~ « 31/z" Minimum Concrete Slab 6" min. ~ Finished grade t ` Note: Check with local building 18 min. #4 rebar min. cont. top & bottom department for swelling soils. Caissons may be required. - ry I 1/2 x 10' steel anchor bolts 6=0" O.C. max., T min.;penetration.max.12",from corner Lap siding over foundation and 12" from each end of plate a minimum of 1' ''1 1 Bottom plate shall be min 8" above grade, or be treated wood or decay resistive wood 6 min. Finished grader '3 1%z Minimum concrete slab Fiberboard expansion joint f :4t 36" min. I' ^ Provide #4 rebar'vert. @ 4'-0" O.C. insert rebar into concrete footing or key way Note: Check with local building department for swelling soils. • Caissons may be required. ~3, . 4t4 reba[ min. continuous top pf stemwall &,a footing ; This handout was developed by the Colorado Chapter of the - International Code Council as a basic plan submittal under - - - the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 4