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4040 Yarrow Street
CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 093727 Issued: 08/27/10 Stipulations: Installation of Covered Entry w/ - Stucco - Work and Overhang Modification. This certificate verifies that the building constructed and/ the above permit number and on property described below, development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4040 YARROW ST Parcel Number: 39- 233 -10 -003 Owner: Saul Laratta 4040 Yarrow St Wheat Ridge CO 80033 Contractor: For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of 2006 ICC /2008 NEC this building without prior notice 006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. _ SprinkleK System ng Inspector Zoning Administrator FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 08/27/10 13:24:43 City of Wheat Ridge Page 1 bp70l -ls PERMIT INFORMATION - 093727 mmackey PERMIT INFORMATION: Permit #: 093727 Permit Type: Residential Remodel Permit Dt: 10/30/2009 Expires: 08/27/2010 Address: 4040 YARROW ST Parcel Cd: 39- 233 -10 -003 OWNER: Saul Laratta Address: 4040 Yarrow St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION:...... _...... Zone Cd: Residential - Duplex DU: 1 SetBacks- Front: 25.0 Faust Use: Single Family Res. review. Last Zone Dt: Left: 5.0 Subdivision: LAUREL Annex Dt: Right: 5.0 Cent Type Miscellaneous Lot: Block No: 0 _ .Back: 10.0_ Legal: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT .. . : FEES QTY 11/09/09 no ........ 11/10/09 11/10/09 Permit Fee 12,000.00 272.10 no 272.10 11/13/09 11/13/09 Plan Review Fee ,00 176.87 no 176.87 11/24/09 11/24/09 Total Valuation 12,000.00 12/11/09 .00 .00 12/14/09 12/14/09 Use Tax 12,000.00 216.00 no 216.00 12/15/09 12/15/09 COMPLETE ________ 664.97 ________ 664.97 p CONTACTS: t owner Saul Laratta 4040 Yarrow St Wheat Ridge CO 80033 3035646080 PARCEL INFORMATION: 10 Structure Type RAMC 20 Year Built 1957 30 Property Type REBID PERMIT CONDITIONS: AT: Approved. R -2 KC: Approved per plans and notes on plans. Subject to field inspection. Must comply with 2003 IRC and all applicable City of Wheat Ridge Municipal Codes. APPROVALS: Req Apprv-1 Date Approver Note Planning 10/29/09 AT REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 10/30/09 CREATED FROM APPL# 09 -0390 10/29/09 Permit approved. Sent to SS for review. 10/27/09 Given to AT for review. . INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 SHE:Sheathing /Sheer Insp 11/09/09 no CCI 11/10/09 11/10/09 COMPLETE 2 FRA:Framing inspection 11/12/09 no KC 11/13/09 11/13/09 PARTIAL 3 mid:Midroof Insp. 11/23/09 no cci 11/24/09 11/24/09 COMPLETE 4 FOT:FOOting Inspection 12/11/09 no RP 12/14/09 12/14/09 INCOMPLETE 5 ROF:ROOf Inspection 12/14/09 no CCI 12/15/09 12/15/09 COMPLETE 08/27/10 13:24:43 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 093727 mmackey 6 FOU:Foundation Insp. 12/14/09 no CCI 12/15/09 12/15/09 COMPLETE 7 FFI:Final Frame Insp. 12/16/09 no KC 12/17/09 12/17/09 COMPLETE 8 EFI:EUilding Final Insp 08/26/10 no MV 08/27/10 08/27/10 COMPLETE v � 0 ♦ i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE `I Inspection Type: i t_lii ' Job Address: _Lr Permit Number: '` t�✓4TJ4z C�.C�77�'FdG�) .��.17 -•.u 8� r ❑ No one available for inspection - AM/PM Re- Inspection required: Yes 4 Naly When corrections have been mad f r re spection at 303 - 234 - 5933 Date: Z/`/ Inspector: � DO NOT REMOVE ' I NOTICE I INSPECTION RECORD Occupancy/Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. U INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JO FOUNDATION INSPECTIONS DAT INSPECTOR INITIALS COMMENTS: Footings /Caissons - Mid -Roof Drywall Screw - Stemwall / (CEG) Concrete Encased Ground ( I Rough Electric Building Final Reinforcing or Monolithic Rough Plumbing Fire Department Weatherproof/ French Drain R.O.W &Drainage Rough Mechanical Sewer Service Lines " ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A UILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION ' PERMISSION FOR OCCUPANCY. Water Service Lines POUR NO CONCRETE UNTIL ABOVE NAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) CERTIFICATE OF OCCUPANCY :.IS.ISSUED. FINAL INSPECTION BY THE B OF A CERTIFICATE OF OCCUPANCY NOR OCCUPANCY NOT PERMITTED UNTILCERTI PROTECT THIS CARD FRON ROUGHS Sheathing Cam Lath / Wall tie - Mid -Roof Drywall Screw - Electrical Service Rough Electric Building Final Rough Plumbing Fire Department Gas Piping R.O.W &Drainage Rough Mechanical Parking & Landscaping Framing `. fly.. V C / Cam Insulation :Mechanical ' Drywall Screw - Roof FINALS - Electrical Plumbing :Mechanical ' - Roof Building Final Fire Department R.O.W &Drainage INSPECTIONS FOR PLANNING S. ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO!FINAL INSPECTIONS. Parking & Landscaping " ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A UILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION ' PERMISSION FOR OCCUPANCY. ♦ i CITY OF WHEAT RIDGE �-j Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Insnection Tvne: . Al zv_4 -Z -i✓L.� Job Address: /OL /o VA.Rkv(.t) ST Permit Number: 0737,? 7 ❑ No one available for inspection: Time AM PM Re- Inspection required: Yes (�Od When corrections have been made, call � for rr re-inspection at 303 - 234 -5933 Date: fat /i7 / 09 Inspector 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: Job Address: Permit Number: oq 1 P ❑ No one available for inspection: Time Re- Inspection required: Yeso' a * When corrections have been made, call for re Date: WAhcl Inspector: t� k DO NOT REMOVE THA = "t F AM /J?T�71; "t` rpection at 303 - 2345933 J , TICE ♦ 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: Job Address: Permit Number: 11 No one available for inspection: Time JX4( AM/6) Re-inspection required: Yes When corrections have been me " ` de, call tor -i . nspection at 303-234-5933 Date: Inspector: 1!3 0 C DO NOT REMOVE THIS TICE 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: "';ZC-D Job Address: ,~O &-~-rJ cc_j 64- Permit Number: LDq,_~7,9 - ❑ No one available for inspection: Time a 1 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: ) 9- / ! q [q Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSP~ T~NOTICE Inspection Type: rv~ Job Address: QOL C) rsc~ n~ Permit Number: C7--1 7~ -7 El No one available for inspection: Time A PM Re-Inspection required: Yes When corrections have been made, cad for re-inspection at 303-2345933 Date: Inspector: DO NOT REMOVE THIS INOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,PA'n?'G Wr7 ,AZ_ Job Address: `/arh WRRow Permit Number: 09377 A-11 cx6cd7- t € ❑ No one available for inspection: Time AM(PM - t€ Re-Inspection required: Yes When corrections have been made, call lfforrrre-inspection at 303-234-5933 Date: _//h?/Z,9 Inspector:/ ~ DO NOT REMOVE THIS NOTICE l y- ♦ 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: Al Job Address: (40q C ~A, cA s oc_~) Permit Number: O~ 3 1t 7 ❑ No one available for inspection: Time n71PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: (J f t~! t> Inspector: v i DO NOT REMOVE THIS NO ICE " ' City of Wheat Ridge roooor Residential Remodel PERMIT - 093727 PERMIT NO: 093727 < ISSUED:.' 10./30/2009 JOB ADDRESS:` 4040 YARROW ST ` "EXPIRES: 04/28/2010 DESCRIPTION: Install covered entry w/ stucco work and overhang modif CONTACTS owner 303/564-6080 Saul Laratta **PARCEL .INFO ZONE 'CODE: R-2 USE: SFR SUBDIVISION:: 0331 `BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT VALUATION: 12,000.00 FEES " ermlt Fee 272 10 . lanReview .Fee 176.871 otal Valuation .00 r se Tax * TOTAL 216.00 664.97 nditions: : Approved." R-2 : Approved per plans and notes on plans. Subject to field inspection. Must ertify' at th setback distances proposed by rule or re lations of the City of Wheat Ri appl'6able Whe t'Ridge ances, for work under this per A i, SigWArVof . contractor/owner i . This permit was issued in accordance with the provision State of Colorado and to the Zoning Regulations and Bui ordinances of the City. This permit shall expire 180 days from the issue date. date. An extension may be granted. at the discretion of If this permit expires, :a new permit may be acquired fo changes have been or will be made in the original plans exceeded one (1) year. If changes have been or if snap be paid for a new permit., No work of any, manner shall be done that will 'change th Contractor shall notify the Building Inspector twentyf written approval on inspection card before proceeding w The issuance of a permit or the approval of drawings an an approval of, any violation of the provisions of the All (plan reyySw is subject to field. inspections. LgnatyVLt; P.Chief; Building Official NS ECTION REQUEST LINE: (303)234-5933 EQUESTS MUST. BE MADE BY 3PM ANY BUSINESS L y of wheat Ridge municipal Codes .s permit application are accurate, and do not violate applicable or covenants, easements or restrictions of record; that all ( I have read and agree to abide: by all 'conditions printed on this iance with the Wheat Ridge Building Code (I.B.C) and. all other [it. Plans subject to field inspection. date set forth in your application and is subject to the laws of the ding Codes of Wheat rRidge, Colorado or any.. other applicable equests for an extension must be received, prior to expiration the Building Official. 'a fee of one-half the amount normally required, provided no and specifications and any suspension or abandonment'. has not nsion or abandonment exceeds one (1) year, full fees shall, natural flow of water causing a'drainage problem. ur (24) hours in advance for all inspections and shall receive th successive phases of the job. specifications shall not be construed to be a permit for, nor uilding codes or any other ordinance, law, rule or regulation. 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Plan Permit 0 / ) ,A] J Building Permit Application J15 , `fo1ro YAZRoiA s-, ~L~CA-rP1DG~ . CZLZrZ~, 807-1L-1 Property Owner (please print): 5,x16( Ld24It"A Phone: 3o3, S(o4. 60127 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor License Phone: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: tion): CcVCr?ED ~1.rCRY. Construction Value: $ V2,000. ago(as calculated per the Building Valuation Data sheet) -CO V eu->M D Plan Review (due at time of submittal): $ - OV1 w6 , STVC.L 6 4.(O' L> . . G)fce-~ANC~ Iti(OZrI.~[.[ST70bU . c° Sq. Ft./L.Ft added: 1$`1. Squares BTU's - Gallons - Amps _ uu>rtNtSt uu x~cw5 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicab i ces, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremen ane allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume ful responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for wore under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: -161 LAPACr15 SIGNATURE: Date 1 t EXISTING GONG. DRIVEWAY EXISTING C; 51DEW,�LK _ Q 5,-O" 51DE"rARD 5ETf3AGK I I i I I I I I I I i I � I I� EXISTING I � l ONE -STORY I EX15TINO BRICK HOME I Fr.- I 51UElN.ALK I I 4 4 \ I� C Us il- z n I PROP05EG' ( I C ®VERED � / I ENTRY 0 I / I I i I i - -_ �- 5' -O" 5117EY GK 51TF. PL 5CALE: I" NOTES, 19e ARCHITECT ANWOR OWNERS MAKE NO WARRANTY AS TO THE GOR9RECTNE56 AW /OR THE OF THE EX157INO UTILITY LOCATIONS SHOWN OR NOT SHOWN ON THE DRAWINGS. THE W4MRAL CONTRACTOR SHALL BE PZSPOW13LE FOR FIELD VERFYI1 THE HORIZONTAL NO VERTICAL LOCATION OF ALL EXI5TIN5 UTILITIES INCLAVINO YVATM, SEWER, SEPTIC, STORM DRAINS, GAS TRANSMISSION LINES, SPRINKLER LINES AND OTHER UTILITIES ABOVE AND SEL.OH THE SURFACE THAT MAY AFFECT THE PROJECT. SHOULD ANY DISCRWANCY OR CONFLICT BE DISCOVERED, THE $rNERAL CONTRACTOR SHALL NOTIpr THE ARCHITECT IMMEDIATELY AND SHALL NOT CONTINUE CONSTRUCTION UNTIL SAID CONFLICT CAN BE RESOLVED. THE GENERAL. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANYS AT LEAST 46 HOUFM PRIOR TO SEGINNINO CONSTRUCTION. FIELD VERIFY POSITIVE DRAINAGE FROM FOUNDATION AND PERIMETER OF ENTIRE STRUCTURE. ..... THE GENERAL CONTRACTOR SHALL ADJUST RIMS OF ALL GLEAN -OUTS, MANHOLES, VALVL COVERS AND SURVEY MON -g NT COVERS TO FINISH ERADE. AN OPEN -HOLE INSPECTION SHALL. BE PERFORMED BY A QUALIFIED SOILS ENGINEER TO VERIFY SOIL SEARING CAPACITY AND CHOICE OF FOUNDATION SYSTEM. BASSMAP INFORMATION WAS DERIVW FROM AN IMPROVEMENT LOCATION CERTIFICATE PREPARED BY R. E. PORT LAND SURVEYING DATED 1121/47. SENERAL CONTRACTOR AND /OR SURVEYOR SHALL VERIFY ALL IMPROVEMENT LOCATIONS, DIMENSIONS, AND SITE ELEVATIONS. w r,� c ocoa. Wheet Ridge Building Depsrtment Approved BUILDINO OfWICIAL DA o rs tf Oft of permit: the C:suence of a permk or approval of phsrs, specii mWaa aed comp""bmr shoo not be a permit for, or an approval of, any viotaoon to any of the provisions of the buiidieg code or of any City ordinmea. hm b presuming to give authority to vioiote or concet the provisions of the Buoding codes or other ordinancee of the City shoe not be Wood. r" I E APPROVED Subject to Field inspections Wheat Ridge Building Dept. Date. A7 ' Signed ,. ..............Plan Checker PROJECT DIRECTORY MAU LOT 3, BLOCK 'T LAUREL SUBDIVISION JEFFERSON COUNTY, COLORADO SAM LARATTA 4040 YARROW STREET LAKKE104000, COLORADO, 60214 FH, 305- 564 -6060 AFCHffECT- HEATH AND ASSOCIATES, INC 6260 OSCEOLA HAY ARVADAaOLORAD0,60003 PH, 505-666 099RAL CONMOTM SAM LARATTA 4040 YARROW STREET LAKEWOOD, COLORADO, 6024 .� FH, 303- 564 -6060 CM- ENGNEM A l. GOPMONT 2007 fffATN AND ASOCIArS, Ii MARK SORENSON 606 HARRISON DRIVE LAFAYETTE, COLORADO, 60026 PH, 505-6414121 909 - 6414121 80" ENOMM ® R E. FORT LAND SURVEYING 9460 HARD ROAD, SUITE 160 ARVADA, COLORADO, 80002 PH, 303 -420 -4766 A l. GOPMONT 2007 fffATN AND ASOCIArS, Ii EX15TINO 5OUTH ELEVATION SCALE: 1/4 = 1 NOM FIELD VERIF ALL UTILITI55 AWVE/MLOV4 SURFACE. I s i� I v 1 Z2 � I - - - 1-1 - --l- r%Zm4-K111 Y46PH IRzr-'10vF- CUPO ALUMINUM FAS REMOVE 12" HORIZ, LAP 51VINCv, AND PI EX7ERIORSTUi ANODIZED, SE, AND DON145PC 4" BRICK VENN; 4-PANEL, ANOE aARAC�C DOOF FIN15H GRADE CONIC, FC)N. HALL �1 ENTRY ROOF AND rs. lN0, 5+4UTTM5 RONT ELEVATION 'ER ------------------------ - - - - - � 1 DOCUMENT DAECTORY -- -- -- -- -- -- -- -- -- -- -- — — — — — — — — --- — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — ---------- - - - - - 10A.2009 1r TION T DOCUMENTS EX15TIN6 N 5 ELEVATION SCALE.. 114" - 1'-0' APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date.z4V.W10"f Signed. ....... Plan Checker LOT 3 1 1 LAUREL "01\ Xpr C0JK71(, COL-0"vo Owen SAM LARATTA 4040 YARRON STREET LAKI51 WLORAVO, 60214 PHI WS-564-6060 SHEET A2. C40PM1&'rr WZ>4 MEATH KO &ftMIAIM, Re, - ---- - - - - -- ------------ ED VER EN PATIOx I - - - - - -- - - - - - r — — — — — — — — — I I ------------ ED VER EN PATIOx X/ - - - - - -- - - - - - 2 x b RAFTER�5 Jz A INDICATED BY OWNER: 4 SLAB Al 6" x 6" V41.41A[.4 kV ON COMPACTEP/UND16TURSED SOIL. TOW 100 (5 (STAMP COLOR/PATTERN BY oKeg) '�— GONG. PATlO ABOVE L t TOV4 100-0" (3 50pi CrI-O" 2'-0" X 2'-0" X 5'-0" TALL CONCRETE PIER. REINFORCE N/ 4-#5 VERTS AND 2-#4 TIES TOP AND BOTTOM. (TYP. a 3 LOCATIONS) IV �s$ I � 1 ED VER EN PATIOx X/ A W Z 2 x b RAFTER�5 F — — — — — — '�— GONG. PATlO ABOVE L t TOV4 100-0" (3 50pi CrI-O" 2'-0" X 2'-0" X 5'-0" TALL CONCRETE PIER. REINFORCE N/ 4-#5 VERTS AND 2-#4 TIES TOP AND BOTTOM. (TYP. a 3 LOCATIONS) IV �s$ I 2S_011 21 1 i -1 © 11 'FROP05ED FOUNDATION PLAN EXISTING CONSTRUCTION TO REMAIN, EX15TIN6 CONSTRUCTION TO BE REMOVED. NOTE: PROPOSED CONCRETE PIERS MUST BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL, ISOiLS ASSUMPTIONS: 1500 PSF MAXIMUM BEARING SOO P5F MINIMUM DEAD LOAD ASSUMPTIONS MUST BE VERIFIED BY SOILS ENGINEER. ANIOPEN HOLE INSPECTION SHALL BE PERFORMED BY A QUALIFIED 50IL5 ENGINEER TO VERIFY SOIL BEARING CAPAr,IT*T' AND CHOICE OF FOK SHADING INDICATES O\/ERFRAM 2 X 6 RAFTERS 4 RIDGE W/ 2 x VERTIcAL5 a 4b" O.C. MAX TO RAFTERS/TRUSSES BELOW. d� 2 x 4 EXTERIOR WALLS (TYP) 24" OVERHANG 1 r43 1 12" OVERHANG 4" CONC. APRON [ L ED VER EN PATIOx X/ A W Z 2 x b RAFTER�5 < m) T I I lk FRON PATII� L VIV 0 a24,10.0. SAM LARATTA 4040 STREET C, PH, 303-5646060 I AFDVMTs :2-:2 X 0 ry _J 6260 09=0LA KAY ORO ED BEAM ARVADA. COLORADO, 50003 DROPPED BE AM PH-. 505-"6-66411 OENERAL CONMCTOR F SAM LARATTA 4040 YARROW STREET LAKEHOOD, COLORADO, 60214 FK 305-'564-6060 JK 2 1 OAL ENG190:0 12'-0" STMMUIAL ENGNEM SOK DRIVE LAIAYIET� 60026 + ip 4" GONG. I 2S_011 21 1 i -1 © 11 'FROP05ED FOUNDATION PLAN EXISTING CONSTRUCTION TO REMAIN, EX15TIN6 CONSTRUCTION TO BE REMOVED. NOTE: PROPOSED CONCRETE PIERS MUST BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL, ISOiLS ASSUMPTIONS: 1500 PSF MAXIMUM BEARING SOO P5F MINIMUM DEAD LOAD ASSUMPTIONS MUST BE VERIFIED BY SOILS ENGINEER. ANIOPEN HOLE INSPECTION SHALL BE PERFORMED BY A QUALIFIED 50IL5 ENGINEER TO VERIFY SOIL BEARING CAPAr,IT*T' AND CHOICE OF FOK SHADING INDICATES O\/ERFRAM 2 X 6 RAFTERS 4 RIDGE W/ 2 x VERTIcAL5 a 4b" O.C. MAX TO RAFTERS/TRUSSES BELOW. d� 2 x 4 EXTERIOR WALLS (TYP) 24" OVERHANG 1 r43 1 12" OVERHANG 4" CONC. APRON MEN, r =_ ME 6CMIMMM�190 R, M. PORT LAND wzverIN6 5460 WARD' ROAD, SUITE 160 ARVAD#, OOLOR.000, B4O00,2 PHA 503- 420 -4186 t I FROF05ED MAIN LEVEL FLOOR FLAN SCALE: 1/4' = I'-O" EXISTING CONSTRUCTION To REMAIN. BX15TINOP CONSTRUCTION TO BE REMOVED M51ON LOADS: SNOW 50 PSr (ROOF) WIND 110 MPH (5 SC-t,' GUST) EXPOSURE C NOTE FIELD VERIFY ALL ROOF PITCHES. FIELD VERIFY PLATE HEIGHTS, FLOOR DEPTHS, AND CONSTRUCTION METHODS IN AREAS AFFECT BY DEMOLITION, CONSTRUCTION. DRYWALL, PATCH, RETEXTURE AND PAINT TO MATCH A" EXPO5W INTERIOR INALL5 AND CEILINC15 AFFECTED BY PEMOLITION/CON5TRUCTION. CLEAN, PATCH, REPAIR EXTERIOR BRICK IN AREAS AFFECTED BY DEMOLITIOWCONSTRUCTION, 5EC�'TION A. SCALE: 1/4" = [t-O` Y EAR EA_ A I I (COLOR ANr DECORATI\A H EXT (COLOR ANC HORIZONTAL FAUX 55AM PRIMED ANC (COLOR 51' TRIMMED OY kTCHING 4" BRICK VENEER I I I I L — — — — — — — — — — — --- — — — — — — — — — — — — — — — — DOCUMENT DIRECTORY — — — -- — — ---- — --- — — — -- — — --- — — — — — — — — — — — — — — — — — — — -- — — — — — .— — — — — — — — — --- — — — — -- -- — — — — — — — X - � -_ A 4 r, i - 2; 7 1 APPROVED Subject to Field inspections Wheat Ridge Building Dept. Date./ Signed.4..,,4Q( . ..... Plan Checker following shall comply with the Ilowin g codes: 2003 IRC, 2003 IECC & 2005 NEC. Rafters shall bear fully at heel cut and shall have one H2.5 clip per rafter at bearing point. All shingles shall be nailed with a minimum of 6 nails Per shingle and a mid-roof inspe is required. Ice and water shield underlayment extending 2 feet inside exterior walls is required at eaves. Provide truss manufact Profile drawings at time of frame inspection- Uplift connections and bearing shall comply with drawings. SHEET A3. COPM614T 2004 WATII MV A%WAr-S, IW, [ t ED VER EN PATIOx X/ A W Z 2 x b RAFTER�5 < m) T I I lk FRON PATII� JerrERSON C COLORADO VIV 0 a24,10.0. SAM LARATTA 4040 STREET C, MEN, r =_ ME 6CMIMMM�190 R, M. PORT LAND wzverIN6 5460 WARD' ROAD, SUITE 160 ARVAD#, OOLOR.000, B4O00,2 PHA 503- 420 -4186 t I FROF05ED MAIN LEVEL FLOOR FLAN SCALE: 1/4' = I'-O" EXISTING CONSTRUCTION To REMAIN. BX15TINOP CONSTRUCTION TO BE REMOVED M51ON LOADS: SNOW 50 PSr (ROOF) WIND 110 MPH (5 SC-t,' GUST) EXPOSURE C NOTE FIELD VERIFY ALL ROOF PITCHES. FIELD VERIFY PLATE HEIGHTS, FLOOR DEPTHS, AND CONSTRUCTION METHODS IN AREAS AFFECT BY DEMOLITION, CONSTRUCTION. DRYWALL, PATCH, RETEXTURE AND PAINT TO MATCH A" EXPO5W INTERIOR INALL5 AND CEILINC15 AFFECTED BY PEMOLITION/CON5TRUCTION. CLEAN, PATCH, REPAIR EXTERIOR BRICK IN AREAS AFFECTED BY DEMOLITIOWCONSTRUCTION, 5EC�'TION A. SCALE: 1/4" = [t-O` Y EAR EA_ A I I (COLOR ANr DECORATI\A H EXT (COLOR ANC HORIZONTAL FAUX 55AM PRIMED ANC (COLOR 51' TRIMMED OY kTCHING 4" BRICK VENEER I I I I L — — — — — — — — — — — --- — — — — — — — — — — — — — — — — DOCUMENT DIRECTORY — — — -- — — ---- — --- — — — -- — — --- — — — — — — — — — — — — — — — — — — — -- — — — — — .— — — — — — — — — --- — — — — -- -- — — — — — — — X - � -_ A 4 r, i - 2; 7 1 APPROVED Subject to Field inspections Wheat Ridge Building Dept. Date./ Signed.4..,,4Q( . ..... Plan Checker following shall comply with the Ilowin g codes: 2003 IRC, 2003 IECC & 2005 NEC. Rafters shall bear fully at heel cut and shall have one H2.5 clip per rafter at bearing point. All shingles shall be nailed with a minimum of 6 nails Per shingle and a mid-roof inspe is required. Ice and water shield underlayment extending 2 feet inside exterior walls is required at eaves. Provide truss manufact Profile drawings at time of frame inspection- Uplift connections and bearing shall comply with drawings. SHEET A3. COPM614T 2004 WATII MV A%WAr-S, IW, LMATrA ADDITION pV00 /rf;ONT ED VER EN PATIOx 2 x b RAFTER�5 < m) T I I lk FRON PATII� JerrERSON C COLORADO VIV 0 a24,10.0. SAM LARATTA 4040 STREET C, PH, 303-5646060 ( in U�'�� + AFDVMTs :2-:2 X 0 ry 6260 09=0LA KAY ORO ED BEAM ARVADA. COLORADO, 50003 DROPPED BE AM PH-. 505-"6-66411 OENERAL CONMCTOR SAM LARATTA 4040 YARROW STREET LAKEHOOD, COLORADO, 60214 FK 305-'564-6060 JK 2 1 OAL ENG190:0 12'-0" STMMUIAL ENGNEM SOK DRIVE LAIAYIET� 60026 + ip 4" GONG. StPENALK CO Q MEN, r =_ ME 6CMIMMM�190 R, M. PORT LAND wzverIN6 5460 WARD' ROAD, SUITE 160 ARVAD#, OOLOR.000, B4O00,2 PHA 503- 420 -4186 t I FROF05ED MAIN LEVEL FLOOR FLAN SCALE: 1/4' = I'-O" EXISTING CONSTRUCTION To REMAIN. BX15TINOP CONSTRUCTION TO BE REMOVED M51ON LOADS: SNOW 50 PSr (ROOF) WIND 110 MPH (5 SC-t,' GUST) EXPOSURE C NOTE FIELD VERIFY ALL ROOF PITCHES. FIELD VERIFY PLATE HEIGHTS, FLOOR DEPTHS, AND CONSTRUCTION METHODS IN AREAS AFFECT BY DEMOLITION, CONSTRUCTION. DRYWALL, PATCH, RETEXTURE AND PAINT TO MATCH A" EXPO5W INTERIOR INALL5 AND CEILINC15 AFFECTED BY PEMOLITION/CON5TRUCTION. CLEAN, PATCH, REPAIR EXTERIOR BRICK IN AREAS AFFECTED BY DEMOLITIOWCONSTRUCTION, 5EC�'TION A. SCALE: 1/4" = [t-O` Y EAR EA_ A I I (COLOR ANr DECORATI\A H EXT (COLOR ANC HORIZONTAL FAUX 55AM PRIMED ANC (COLOR 51' TRIMMED OY kTCHING 4" BRICK VENEER I I I I L — — — — — — — — — — — --- — — — — — — — — — — — — — — — — DOCUMENT DIRECTORY — — — -- — — ---- — --- — — — -- — — --- — — — — — — — — — — — — — — — — — — — -- — — — — — .— — — — — — — — — --- — — — — -- -- — — — — — — — X - � -_ A 4 r, i - 2; 7 1 APPROVED Subject to Field inspections Wheat Ridge Building Dept. Date./ Signed.4..,,4Q( . ..... Plan Checker following shall comply with the Ilowin g codes: 2003 IRC, 2003 IECC & 2005 NEC. Rafters shall bear fully at heel cut and shall have one H2.5 clip per rafter at bearing point. All shingles shall be nailed with a minimum of 6 nails Per shingle and a mid-roof inspe is required. Ice and water shield underlayment extending 2 feet inside exterior walls is required at eaves. Provide truss manufact Profile drawings at time of frame inspection- Uplift connections and bearing shall comply with drawings. SHEET A3. COPM614T 2004 WATII MV A%WAr-S, IW, ATCHiN& ALUMINUM FASCIA (EN7LP SOFFITS ATCHIN& GUTTERING/ nWNSPOUT5. kNTED, STUCCO COLUMNS I HORIZONTAL BANDING BREaLASS, LOUVERED 1UTTER5. 1 LMATrA ADDITION MOJSCT DIFISOTCRY LAUREL SUBDIVISION 4 JerrERSON C COLORADO SAM LARATTA 4040 STREET LAKENOOD, COLDRADC, 60214 PH, 303-5646060 AFDVMTs LATH AND A55a-CIATES, INC 6260 09=0LA KAY ARVADA. COLORADO, 50003 77 PH-. 505-"6-66411 OENERAL CONMCTOR SAM LARATTA 4040 YARROW STREET LAKEHOOD, COLORADO, 60214 FK 305-'564-6060 OAL ENG190:0 1 O STMMUIAL ENGNEM SOK DRIVE LAIAYIET� 60026 §) sENCA*ER PH: 505-641-6 = ATCHiN& ALUMINUM FASCIA (EN7LP SOFFITS ATCHIN& GUTTERING/ nWNSPOUT5. kNTED, STUCCO COLUMNS I HORIZONTAL BANDING BREaLASS, LOUVERED 1UTTER5. 1 T a ~ a ~ v 0 Z ~ rn O G m ~ ~ a ~ v m A ~ S 7 O n C O i A ~ o ~ N Q S ~ G1 ~ A M ~ m ~ a 3 0 d~ ~o d 3 O ~ m~ »o . < 0 M O 7 N 7 ~ OSi O f~D m c 3aw ~ m h K ~ ~ O y ~ 1 f0 1 p < Q 1 o s ~ ~ y N S y c i o c .e, n fa , ~d d= a ~ o~ d v d N N N UC N O 3 < a L O Q O e ~ a d ~ ~4 ` ♦ O ~A \ + 0 Z 0 C) (D ~F » ~ Oo w = w m ;n D N -q N ~ v m C - v ~ ~ ~ m D ~ 3 Z ~ ti n 3 N a O n ~ n ~ b ~ N A 0 Z 0 m m v m d a O~ n ~ n ~ c N N J fp ~ O 3 " Q 3c m a n ~ o F S ~ c v o - a. ~g a~ ~ o m n ~ F n m m O T r ~ ~ D = m O ,17 m ~ O n y ~ ~ m Z z ~ ~ ~ C .Z1 A ~ O ~ m n~ m c ~ ~ ~ 3 N 3 o o Z 3 a ~ > > ~ 3 a Q d ~ m N ~ G oa~ N N N ~ d N ~ ~ ~ m E S m ~ a c ~Qa an^ v ~ c 'g 3 a S a3o = u' j o g m a~ T m c 'o C c ~19 O~ S °aD ~ A o n ~ -I n p m n 0 W' w m n m (O P 0a g~ m 1° N ~ o n 2.0 ` 3 ~ a w ~p n 3 N O N N ~ ~ C = m m ~ n~ m w y ~ Q n p < C N N ~a m n~ 1~ yl ~ 1y~1 yJ I'N n l ~ O ~ O l l ~ ro ^L l 1 ~ Date: A Certificate of Occupancy or Completion has been requested.for: PURPOSe OP 8TRUCTURC: Lk'- ~-euilding Deparunent ApprovaG I Remarks: ~Floning Approvalk~ ~G f {~"6 i ~ Remarks: Public Works Approval: Remarks: Fire Marsha(I ApprovaL• (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District ApprovaL• (If Applicable) Remarks: x , , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 15802 7/3/2003 Property Owner: SAM LARATTA Property Address : 4040 YARROW ST Contractor License No. : Company: Phone : 421-9170 Phone : 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; thal I have read and agree to abide by all conditions printed on this application, and lhat I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value : $15,000.00 Permit Fee : $225.50 Use Tax : $375.00 Total $600.50 (OWNER)(CONTRACTOR) SIGNED DATE Description : DETACHED GARAGE Use : BUILDING DEPARTMENT USE ONLY Zoning Comments,;, Approval : MLC Zoning : R-2 Building Comm@nts: Approval: JE Public Worki Comments:'; Approval: Occupancy: Walls SIC : Sq. Ft. : 1000 PLANS COMPLY WITH R-2 REQUIREMENTS AND REGS. STARTED 418198 THIS IS A NEW NUMBER FOR THE PERMIT BECAUSE OLD NUMBER IS INCORRECT. Roof Electrical License No Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of the State of Cobrado and to the Zoning Regulations and Building Code o! Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire it (A) the work authorized is not commenced within sizty (80) days from issue date or (B) the building authorized is suspended or abandoned for a period of 720 days. (3) If this parmit expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the originai plans and specifcalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural Oow ot water causing a drainage pmblem. (5) Contractor shali notify the Buiiding Inspector twenty-(our (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceediing with successive phases ot the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an appmval of, any violation o( the provisions of the building codes or any other ordinance, law, rule or regulation. Cf11Ef BI.IiC1Y'lg If1SpecJf THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Building Permit Number : 15802 Address: 4040 YARROW ST ; Description: DETACHED GARAGE Inspection List Number 1- Type Date A roval Remarks 39741 FB 7/3/2003 OK/BG FIND Building Permit Number : 6837 _1 Address: 4040 Yarrow Street ~ Description: Detached Garage Inspection List Number T e Date Ap roval Remarks 18278 Footin 7/8/1998 ok/bb 18423 Wall & Foundation 7/17/1998 ok/b 22429 Pro ress ins ection er DM 5/11/1999 22961 rf 6/11/1999 ok/b 27234 PROGRESS INSPECTION COP 7/21/2000 FT NOTI BG FIND )RM iKi 414 02 1123 pUBUC SERVICE t;OMPANY OF COLORADO j([~ ')DNE55 ~/~y / V30O7 I /v -I WNER ~ TENAN~ AGENi~ OTHER [j CONOITION TO BE COflPECTEO FS SHOWN BELOW CqEF7E3 A~IMM~EpIu HAZAqO. 7HIS EOUIPMENT MUS7 N0T BE %li BACKJN SENVICE UNTII AEPAIhS ANO A TNOfltlUGH INSPECiION HpVE BEEN MAOE BY A pUAIiFlED CONTflACTOP. CONTACiYOUfl LOCAI BUILOING DEPqpTMENT FOF COOE ANO PERMI7 flEOUIFEMENTS PFIOq TO PEflFOFMING AEPAIA WOflK. I ~pANO TVPE ~O/F qpp~l/aNCE ! ~rn c~r~lTe~P ~o ~ill ~ G~ ~ JZY Y455~o-ellll ~ ~ 1I~ z I ` I. Q ' W i ~ ' Z ~ il 93 I!i ~ W ~ 0 N Q M = N ~ O LL ~O F- V V ■ Z « O ~ L ~ W d V J ~ 0 n v a A rn N N N 3 l0 •d r d y N ` L Y C ~ i U ~ M C y O N p Y O d rn ~ c 3 y O C 'a lT0 d v E y ; F ~ s > ~ -td c 0 m O C O 'b « y OI ~ N w C L •0 Y w G_! U O 4) U l0 E .0 C o ~ c ~ t T d C = M d ~ o V ~ G1 t 3 VL g m ~ c N F W 0 W ~ O Z r Q ~a ¢ Q LL DEPARTMENT 4~ PLANNING AND DEVELOPMENT Building PermR Number : 6837 BUiLR1NG INSPECTION DIVISION - 235-2$55 CItY OF WHEAT RIDGE Date : 4/8/98 7500 WEST 29TH AVENUE WHEA7 RIDGE, CO. 80215 ; Property Qwner : Property Address : 4040 Yarrow Street Phone : 421-9170 Contractor license No. : ` Company : Phone : OWNER/COtd'fRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT CoosVuctian Vaiue : $15,000A0 I hereby certify that tAesetbadc tlistances proposed by thia pertnk apQlieatlon aro axunte, pertnit Fee : $225.50 and do not violate applicable ordinances, rulea or regulaBons of the Cdy M Wheat RWge or . covenants, easementsor resfictions of recortl; that all measurementa ahown, and allepations Plan Review Fee : $0.00 made arm-aaurat8; th8t I have reatl amlag ree to abide by all condRions riMed pathb applicetion, and thaR I essume fuli`responsdtdily for compAance with the uCneaz awae suiaMg . . Use Taoc : $375.00 Code (U:B.C.) and all other epplieeble Wheai RMge ordinances, kr woAc uneer this permit. (OWNER)(CONTRACTOR) SIGNED DATE T0t21 : $600.50 USC : . . DescripGon : Detached Garage BUILDING DEPARTMENT USE ONLY d SIC : Sq. Ft. : Plans compry with R-2 requtrements and regulations Occupancy ' Walls Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanipl License No : Company : Company : Company : Expiration Date Expira6on Date : Expiratlon Date : Approval: ' Approval: Approval: (Y) Thia permR was issued in aaroMance wIMtlro provialans aet forth in yopur appHeatlon antl M eubpctto the lawa of tlie Sia~ of CoW'etlo and ~ the Zanirq Reguia6onn and Buiitlmg CotleM Wheat RICGB, Colorado w arry other aodkabb atlinar~cec of fhe Gty. (2) Thia pertnd shall ezpire If (A) tFre wak authm(zed ia not aommencetl witldn aixy (80) days M1wn iaeue tlale ar (B) the 6uikAng auMOrimd is ausparded or abantlonetl tora peAotl ot 120 days. (s) It thia pertnit e~res a new pertMt may be aequired tor a tee of onehett tha ertrouM nortnely require0, provitleO m d~anpes have G~n or wi9 4e mede in the ~8imi D~m ~ spaGflcations and a'ry euspensbn a e~ntlonment has rwl exceatle0 wre (t) year. If chenpas aia meOe a Nawpension w ebenAOnmeM exccetla one (t)year, luP fees ahall be pai0 for a newpertnlt (41No work M any manner shall ba:done thaR wftl change tlie netural Mow Mweter cauehg e tliainege problam. (5) CoMractM shall nodry me 9L91tling Insp~ lwanry-four (24) Iwurs in atlvarwe fa aG inspectlona and shnN rcceive written approvel on inspectlon cerd before GroceeCil~B wHh aucces6lvQ pIf888s of tlM IOb. and /'1) a the tiulWing~coedes o eny';oNe pordl~ne~^~eetl I~ tilo or rep~~e ~•II not be consWM b be a pemdt tor. nor an approval of, any vbladon oT tlre provisions iief Building Inspector 7 . THiS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDINGCITY INSPECTION EAT RIDGE_ 235-2855 Date ~ g9p 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : S RM L4ecn ~ r'4 I' Property Address : L}D LM y/J(lo~ S'K CE~ Phone :~7~'Z~- 9/ 70 Contractor License No. : Phone : 5(ott-(00 g0 Company: OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConsVuCtion Value :c,. I hereby ceAify lhat the setback dislances proposed by this pemit apv~ication are and do not violate applicable ordinances, rules or regulaGons of the Ciry ot Wheal covenants, easements or reslrictions of record; that all measurements shown, am made are accurate; that I have read and a4ree lo abide by al nditions printed c appliwtian, and that I assume fuli responsibii'Ry for eompli wRh the Wheat Ri Code (U.B.C.) and all other applicable V%at itidge ordi n s,ork under tl (OWNER)(CONTRACTOR) Permit Fee : Use Tax : Totai : $0.00 Use: A,0 / Description : BUILDING DEPARTMENT USE ONLY SIC : Sq. FL ~qpproac_ l_ Zoning: R-Z gmld_mgj~ Approval: P_QneV6232902M Approval: Walls : Roof : Stories : Residential Units : Occupancy: Electrical License No : Plumbing license No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: 0j TTis pertrril was Issued M acmdante v~iM ~ha Piv`~isions sM IoM In YoN~ aPW~~^ antl is suEjM to ihe laws ol tlx State ol CdaaOO anE to ihe Zonn+q RegulaUOns anE Buildin~ CoCe ot Wheat Ridpe, Co~watlo a any otl+er appliaEk wdia ~+sof i~ aaie «(a~ ure tuiauq auuwrizea u auzPenaea « (2) Gert) nil slw4 ezpire d(A) Ihe vrotk euUwnzeE is nol w~nced w~hin salY (60) aYs ce ~ DEOneE la a peilaG af 720 tlays. the (3) org~Inal anseaxnd a3,P e'f~ aU'a s and am sus~peunsf~on a abanO~ N las `rot ex~nceedeE one (r1j yesr. I~ ~ianI d9a arce m~ade a 9 suSPa^sbn a a0andmmenl exceeds one (1) Year. NII lees ahall be paiE (or a new pertnit. (4) No wark o1 ariy man~er shail be done that vrill UunQe Me natural Ilow ol waler wusirg a dninage prodem. q~ MspeNOn nrA bebre (5) ContraqM II nati Ne Builtlin Insoe~o~ lwenN-four (24) houn in aMarice lu all inspec6o~s anO shall receive written epproprxeed successive Phaxs ol Ne p0. p1 Uw proWslona n (g) YI~ ol a pamul u ihe approval o( Cawtrqs aM spedGCatia~s shall not De consWeE m Oe a permil la. nw an approral d. arry~ . 01 Ihe es a anY Ne~r ordinance. Ww, n~le a requWUOn. - ` ' ry i ~ Ch' f uilding Inspector For Mayor ~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPEGTORAND MAYOR CALL: 234-593324HOURSPRIORTOINSPECTION' ` . DETACHED GARAGE 4040 YARROW STREEf WHEATRIDGE, COLORADO 80033 Proposed garage to be built in accordance with the recommendations provided by Stewart Engineering. A continuous footing and foundation as illistrated in section 1 of the foundation design will be fallowed. The frame of proposed detacted garage shall be split face block, reinforced with a minium of # 5 vertical rebar 48" on center, as per the enclosed drawinga Bom beams to be used above all door openings, and top as per the enclosed drawings. Engineered truss to be ordered Shething used will be in accordance with local code Roofing material to be 3 tab dementional, and installed in accordance with local code Gable ends to be lap siding, and installed in accordance with local code Continuous gutters to be install in accordance with local code Slab to be a minium of 4" thick, 6 sac mix l~ C.n 0 ~ -t- x ~ N c fr~ 0 O N a ~ -t-, m' x N G CJ. r m ~ o. ~ , N 0 z 0 ~ r X ~ d U c R\ 0 0 _ IOP P1ktL oZX~ w+/ T SOI+ (8" OG '':~~8oM BeArt z ~l 5 ~flsoNR~- Q,Ei3rt!" 2 tt 5 /h~'tzod.r~ ~68A,~ ~ ~ i ~ I ' i I i I i i ~ ~ , ~ ~ 0-7 ~ ~ 04 h r n I ~ a r S n Cil- ~ . ~ ~ ~ ~ ~ a~ ~ Z~ m CA~ ~ ~ ~ Q ~ ~ x U Z ~ 0 ~ \ a ~ ~ \ ~ n ~ F ~ ~ a ~ ~ ~ ~ ~ a ~ s ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ 0411711907 29190 702-297-07Dd GARTq1CC DCtiR" CO Pdfi 01 O - - - - - ~ ~ - ~ ~ ^ N ~ 4 a 1 S ~ ~ I n g>' ~ ~ ~ . . . . ~ . . . . . ~ . _ , . F_ i 1 . F ~ ~ ~ ~ ~ ~ ~ ~ ►V O ~ f Q K ~ $ ; y d~" L Q s : 0 ~ ! _ 2/17/1997 89:38 303-297-8304 BARTRWS IIEM/ER CO PAGE 82 ~ R P ~ . ~ ~ N xq 410 A4 1~j ~ ~;l It : ~ maq. 8 rl S ; op _ ~ ~ z oaoo e r~nnn ~ ~ 3t4 7 ` Y Q ~ Y M "I Ill iiid eGe _0 ~lr:O kke btiame iwa kkkks ~e ~G r~ ~ ~MNM~ 1 yq~ rsr' p~ Noce w.aww Y444' ~c~ 0000 ~ ■ ~ 9 W 0 ~ . ~ : 02117/1997 89:36 389-297-8384 ~ 9y w Rt~ Q e o.. ~ > ~t r a , n a .14r Rr It ~ a a ~ P a ~ w n !Y ~ ~ ~ 9 . Iql I$" iI ~ ~ 0 0000 ~ 119114 nMnft ~ ~ ~ ~ " ■ M ri Y ~ 1 Q i M ~ ~ Y s • ~ ~ HARTPolSS DENVER CO ~rh ~ ~ al O omvwwV V o~" OYYVrYrO~~.li.ly0 PAGE 03 a~ a , dn~ ~ ~ A~ ■ Oyf, ~ g~f! . • ~w S~I c~tEwazt ENGINEERING, INC. 7708 S. ALTON WAV BLDG. G - SUITE 704 ENGLEWOOD,COLORAD080112 (303) 770-8555 FAX 770-8557 Licensed in Colorado, Wyoming and Florida SUBSURFACE INVESTIGATION ON 4040 YARROW STREET JEFFERSON COUNTY,COLORADO FOR SAMLARATTA 4040 YARROWSTREET WHEATRIDGE, COLORADO 80033 421-9170 REPORT NUMBER 97-050 FEBRUARY3, 1997 li , o~a 5 a ? m (Ri ~ .t ~ • :a _r 3 a ~I ~1 It 4 H. TABLE OF CONTENTS AGREEMENT OF PURPOSE AND DISCLAIMER PAGE 1 GENERAL PAGE 1 CONCLUSIONS AND FOUNDATION RECOMMENDATIONS PAGE 1 SITE CONDITIONS PAGE 1 FIELD AND LABORATORY INVESTIGATION PAGE 2 DESIGN AND CONSTRUCTION DETAILS PAGE 3 SLAB ON GRADE CONSTRUCTION SURFACE DRAINAGE PAGE 3 REINFORCING PAGE 4 CONSTRUCTION DETAiLS PAGE 5 LOCATION MAP FIGURE 1 LOGS OF TEST HOLES FIGURE 2 SWELL CONSOLIDATION TESTS FIGURE 3 DECORATIVE GRAVEL OR BARK FIGURE 4 DETAII.S OF FOUNDATION DRAIN FIGURE 5 CONTINUOUS FOOTINGS SUMMARY OF LABORATORY T'ESTING , TABLE 1 EQUIVALENT FLUID PRESSURE CRITERIA TABLE 2 r AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and coniract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these test pertain to the suitable design and conshuction of an appropriate foundation for the proposed building and/or residences to determine the load bearing capacities of the soil. THE PARTIES SPECIFICALLY AGREE THAT STEWART ENGINEERING INC. HAS NOT BEEN RETAINED NOR WII,L THEY RENDER AN OPIMON CONCERIVING ANY ENVIRONMENTAL ISSUES. HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON THIS SITE. FULL ENVIRONMENTAL TESTS AND ANALYSIS CAN BE COMPLETED FOR AN ADDITIONAL FEE AND EXECUTION OF A SEPARATE CONTRACT. GENERAL: This report presents the results of data obtained during the subsoil invesrigarion of 4040 SOUTH YARROW STREET, JEFFERSON COUNTY, COLORADO. CONCLUSION AND FOUNDAI'ION RECOMbIENDATIONS: A satisfactory type of foundation system could be continuous concrete footings bearing on the undisturbed natural sandy clay soil. These footings shall be designed for a maximum soil bearing pressure of 1,200 pounds per square foot, dead load plus one-half live load, for all depths of the excavated area. AN EXCAVATION INSPECTION SHALL BE PERFORMED TO VERIFY THE SOIL CONDITIONS. All loose and disturbed soil sha11 be removed before placing of the concrete for the footings. The bottom of the footings shall be a ininimum of three feet (3') below final grade for frost protecrion. One can expect some settlement with this type of soil condition, Uut with tlus type of lightly loaded foundation system, it should be within ailowable lunits. SITE CONDITIONS: At the present time there is an existing residence on this site. It is our understanding that a garage addirion is planned for construcrion on this site. ` FItLD AND LABORATORY INVESTIGATION: One (1) exploratory test hole was drilled on January 29, 1997 at the location on the site as shown in Figure l. This test hole was drilled with a four inch (4") diameter power auger. At specific intervals, the drilling tools were removed from the test hole and soil samples were obtained with a two inch (2") inside diameter spoon sampling tube. The depths at which soil samples were taken are shown on the Logs of Test Holes, Figure 2. All soil samples were carefully inspected and classified in the field and laboratory. The samples were subjected to visual inspection and laboratory testing in order to evaluate the physical and mechanical properties of the materials encountered. The natural moisture content and the natural dry density was obtained from relatively undisturbed drive samples of typical materials encountered. Swell-Consolidation tests were also performed on typical samples of soil, see Figure 3. These tests indicate the behavior of the soil upon various loading and wetted condirions. The following guide is used to deteiinine the degree of severity of soil expansion and is referenced in Figure 3 of this report. SWELL POTENTIAL AT 1,000 LBS. CLASSIFICATION 0 to %z% Non-exp. / Very Low '/z ta 1 %a% Low 1%: to 3Y:% Moderate 3Y: to 6°/a ffi8h 6 to 8% Very High 0 Critical In general, ttus test hole consists of a sandy clay to the seventeen foot depth (17), clayey sand from the seventeen foot depth (17) to the twenty-nine foot depth (29') and a sandstone encountered below the twenty-nine foot depth. One hole was drilled to a depth of thirry feet (30'). Free water was encountered at the fifteen foot depth during the drilling operation. The natural soils are suitable for the support of interior and exterior concrete slabs. However, when these clayey soils have and increase in the moisture content and become wetted, they will expand in voluine and swell, thus raising and cracldng the concrete slabs. The builder and future owners should be awaze of and understand that there is a defuute risk of future damage with any slab on grade construction. If the builder and future owners aze willing to accept the definite risk of some damage due to concrete floor slab movement, the following recommended details should be carefully followed during consiruction of the interior floor slabs. Experience with similar soil conditions has shown that these details will help prevent wetting of the soils under the slabs and will minunize damage when wetting of the soil does occur. 1. Do not place a gravel layer beneath the concrete slab. The slab should be placed direcdy on the undisturbed natural soils, or well compacted fill soil. 2. Separate the slab from all load bearing members and utility lines of at least one inch (1 to allow for independent movement of the slab. Provide a positive control or slip joint at the conshuction joint between the slab and foundation walls. 3. Provide frequent scoring of the siabs to provide control joints for possible cracking of the slab. Control joints should be placed to provide approacimate slab areas of 200 square feet. 4. The soils that will support the concrete slabs should be kept moist during construction by occasional spiinkling of water and especially a day or so prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil. 5. In the event the builder or future owner desires to provide decorarive gavel or bark around the house, we have attached Figure 4 to illustrate one acceptable method of installation. The method will prevent ponding of water near the foundarion and provide for proper drainage away from the house. SURFACE DRAINAGE: The backfill soil around the gazage should be moistened and well compacted to prevent future settling. Minimal and controlled puddling of the backfill soils is considered acceptable by this office. The builder is reminded that some "warranty companies" prohibit "water 3 puddling" of the backf'ill soil. The backfill material should be free of trash, frozen soil and large rocks. L'united and controlled puddling may be used on pier foundations and spread footings if done prior to pouring interior slabs; however, do not puddle backfill material on pad foundations. The future owner should be advised to fill in any settled azea to eliminate ponding of water near the garage and to provide adequate slope for proper drainage away from the garage and off the site at all times. The finished grade or ground surface near the foundation walls should have adequate slope to provide proper drainage away from the garage and off of the site. A min;mum slope of ten percent (10%) for at least the first five feet (5') out from the garage is recommended. Roof downspouts and sill cocks should discharge onto long concrete splashblocks, m;nimum of five feet (5) long, or into metal gutter extensions to deposit-runoff water further out from the garage and beyond the lunits of backfill soil near the foundarion walls. The future owners should be cautioned and advised against the installation of a lawn sprinkler system within five feet (5') of the foundarion walls. If a sprinkler system is installed, the sprinkler heads should be placed so that water spray from the heads under full pressure does : not fall within five feet (5') of the foundarion walls. Lawn irrigation should be controlled to prevent excess wetting of the subsurface soils. Lawn, flowers, shrubs, and other plantings within five feet (5') of the foundation walls should be hand watered and this watering should be m;n;m;zed. ff a drip irrigation system is used, one should limit the amount of water to sustain the plantings. One is also advised that any irrigation lines can leak and/or break and release excessive amounts of water near foundations and can cause damage to slabs and foundation walls. REINFORCING: The concrete foundarion walls should be well reinforced at the top and bottom of the walls to clear span at least a distance of ten feet (10'). This will give the walls, beam strength, to span or bridge over any soft or loose pockets of soil not found in our exploratory holes or that may develop during consiruction. This will also help prevent differential movements of the foundarion system. 4 ' CONSTRUCTION DETAILS: In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at tunes soil conditions do change and vari4tions do occur and may become apparent to the time of excavarion for the foundation system. If soil conditions aze encountered which appear different from the test borings as presented in this report, it is recommended that this office or a qualified soils engineer be called to inspect the open excavation. This inspecrion is not a part of this report and is not included as any part thereof. 5 Location Plan ~ ~ ~ ~ 0 ::;E D r ~ rn LEGEND IL Foundation Soil ?est -iole HUwBER o,5 O P"colction Test Nole 'UEC.U 11 Soil Profile Hole Fiqure 1 ~ uO ^ •~r^ V/ ~ T O ~ O ~ G t+ O A .Y T l~+ W ~ 3+ T W to N m b ro e v x w ro v ~ T G Cd aTl v o u1 C ~a f/] ~ a V G ~c VI ~ ~ d 3 d G ~ A 0 h Z u s a ~ w ~ N y A G ~ r ~ ~ o 'fl Q L N rl . m ~ O L aJ = L d O p, u ea C ao N ~ L ~ d E cci_cc cc 'C V.. w L. C~,J d C U E ~ N e a ss ~ s d V N 0 u~ O I rn ~ ~ ~ ~ ~ T ~ Q O Q r N C`) laa_q ui L4da(3 lqt U) Figure 2 a ~ w~ 0 4 ~ o K y 0 u r+ f N d ~ uo 34 ~ z ao y O U ~ Svell under constant pressure due to wetting ~ Water added - to sample 100 500 1,000 10,000 100,000 LOAD (psf) Sample of ~ from test hole I at depth,J feet. Natural Moieturcjontentl 16 X Natural Dry Density Pcf. J Figure 3 ~ a w ~ O 4 ~ O ~y 0 L N C 4 ua ua ay z 0 U ~ 2 z Swell under constant pressure due to wetting Water added to sample it ~n nnn 100,Oa 100 500 1,oW LOAD (psf) Sample of from test hole et depth ~ feet. I. Natural Moistur Content I V X Natural Dry Density A -4Pcf. Figure 3 , r a w ~ O 4 x ^ O U v y O u r+ ~ C 6 V G N N a o ~ ~ z 0 U ~ Svell under constant pressure due to wetting ~ ~ Water added to sample ~ F 100 500 1,000 10,000 100,000 LOAD (psf) Sample of l~l from test hole I at depth I~ feet. Natural Moistu4jontent 16 X Natural Dry Density I I Z pcf. figure 3 S~I c.~Eeurct2E ENGINEERING, INC. 7108 S. ALTON WAY BLpG- G - SUffE 104 ENGLEWOOD. COLOFiADO 80112 (303) 770-8555 FA7C770-8557 Provide a minimum slope of 10% in the first 5' out from the house Roof gutter docrospout and extension should extend beyond the gravel or bark area. Decorative gravel or bark area Me[al or wood edge with veep holes or 1/2".space at bottom to allow for the release of srater _ Ground ` surface . , •:1'7~~~ Support for edge strip 2 x 4(2 x 6) Redwood with 12" spike @ 4' cc drilled hole 1 x 4 k 4" Redwood @ 12" cc 11 J Plastic membrane or Landscape Fabric PREFERRED METEiOD DECORATIVE GRAVEL OR BARK AROUND PERIMETER OF HOUSE Gravel over plastic or Landscape Fabric ALTERNATE IDGE STRIP ~ ~a •J. • (p :o Concrete foundation wall Figure 4 NOTc 00 NOT EXCAVATE TRENCH VERTICAL TO THE FOOTING • THE SLOP.E TO THE BOTTOM OF THE DRAIN PIPE SHALL EXTEND ' OUT AT A 45 ° ANGLE WtTH THE ~ B07TOM OF THE F0071NG . ,~S-Eeura2F ENGINEERING, INC. 7108 S. ALTON WAY BLDG. G - SUITE t04 ENGLEWO00, COLOFlADO 80112 (303) 770-9555 FA% 770-8557 Licensed In Colorado. Wyoming antl Florida WALL WATERPROOFING ETE SLAB ~ y BACKFILI AREA i; :.r.: :v.L r "~k / ~ jL . . ~ if~~ a 4 ' ~ . } tNJ ./k'hr • . 4- DIAMETER PERFORATED ' PLASTIC PIPE POIYETHELENE MEMBRANE CONCRETE FOOTING . Details of peripheral drain s sy tem Continuous Footing Foundsiion Syatem SLOPE TO ORAIN INTO SUITABLE OUTLET, 1/4 PER FOOT \ \ BUILDING PAPER ON TOP OF GRAVEL MINIMUM DEPTH Of CLEAN GRAVEL, 8- INCHES ( MIN . SIZE 1 INGH . Figure 5 C30 ~ ~ H C/D ~ ~ ~ ~ ~ 0 ~ ~ W O ~ ~ ~ O h 0 ~ C\ x w w z q O 0 cd C G ~ U c V V czs `n o . ~ W C T Q ~ Cdn U cn ~ ~ O ~ N cq N W .-y O N ° cV ~ < ~ .--i O O N c) W > .-i O\ O W \O Vl 'cr M Q a ~ a~ GO ~ W O O N ~ z~ Q ° Qa' (~*7] . O N zo ~ x^ F- a W M 00 00 O W LT~ Q a p ~ ~ ~ xz Table 1 ' EQUNALENT FLUIDPRESSURE RANICII•IE FORMUI.A Typical Values of Unit Weight & Equivalent Fluid Pressure FRICTION DIIVSTIY OR UNTT ACTIVE CASE SOIL ANGLE CONSLSTINCY WEIGHT EQUIVALENT ASSIFICATION CI IN OF SOIL FLUID . DEGREFS PRFSSURE Coazx Saad or Sand 45 Compaet 140 24 29 aad Gcavcl 38 Firm 120 gp 28 32 Loox Medium Sand 40 Compact 130 28 31 34 Firm 110 30 Loose ~90 30 Fiae Saad 34 Compact 130 37 33 30 Firm 100 28 Loox 85 31 Fine. Silty. Send, 32 Compact 130 40 33 Aad Sandy Silt 30 Firm 100 85 31 28 Loose Fiae, Uaiform Silt 30 Compact 135 45 38 28 Firm 110 26 Loose 85 33 Cla Silt Y - 20 Meditmm 120 59 44 soft 90 Silty Clay 15 Medium 120 71 53 Soft 90 Clay 10 Medium 120 84 63 , SoR 90 Clay 0 Medium 120 120 90 Soft 90 This table assumes that the on site soil will be used in the backfill operation of this home. It is unknown to this office the degree of soil compaction that the builder wil( provide during the backfill operation. Table 2 y.: ( s . . .;:h. . Foundation Design .iRU551~ObF OESIGN~ Continuous Footing$,Y 1qTE: TN eWlaar anell verllY a11 dlminJm~ Wlon iM >brl ol conalrucllon md nDO~t any dbcnpincY lo IM In41ma or W 1~=~" spomiEN br aeme. ' • dl columm ~M OlumElq n~~ wll' ~ minlm 2 I~Y~r ~-tfO~Wr ~Mw. IMY in conb' 111 cmcnb sUE. Vrald~ ~_3"reiE-undo .11 OhNW In IM p- _or as reqN_by eDW figlil_ TM WIIMI snA IUI~~. O,MI fhwM M.MVa ol anC In1ormM IhN IMn bsmr cMnc. ol mwemenl wwl rncAlrp ol concnb .i.es 11.0a eincuy an m• •ou. EI(CAVATqN. Refines.STEEL, wM OPAM INSRCTIONS are r.anmend.d. Th... sorkn un M pwlormad Ey Ihis olllce upon Orlor pOla'e1 by IM Ixal 4ulMlnq Aparlrmnl. dt .I'16~'ETE J1'0`11 gY OTHO1C5r s riMN en wNbtw4W wll .1/ ~ O.P. lelnt : o~ ~ p .~.w..y. ~ T.\B.min. W f ~ M'wasn 1M nw~ n J e• }4lw~a6tO"<a 'h .~.unNa NIN~ Iullhol.elwON $BCt1011~ ...~.3„--;.0' . General Notes: II inM lounatllon vl.n 1s a..19n•a 10, w~hwr vl.^ lo W con•boclla Ey R tl DESIGN LOAOS: . N1I~w bW. used M Ewlpn: ROOF 00 P.S.E FLAON 40 PS.F.~e14~~* 4~~IpnW tor A.W IooE ON$ ar-MII Ilr* IoW. kl wll W.dnu vwrvw: AVWO-Im-iHp i ♦ V.S E , . . . . . . , ]I CONLIIETE: . . . . . ~q concnb sNII dr}sIaOe . minlmum 2.500 P.S.I. canDroshe sUMpIh In 200.p: IW cmu.N uwA In f1es. ahall conldn speclal ~edllb~~ U0 wlble of w01a, caWltbn .abl% a1 Wulrp MPIR - 11 REMFORCINO STEEC MI nlnlwclnV slul tMII be Vrad, }O ...r NormW Om In, accorcl wllh Wul AS.LM. 'pKllkmlbm. p~plic* a11 Wn 24 Wr 116m0b16 ,nd m~A. aII Wu. contlnuEu/ Namd caMn, kl '.I010rcln0 pb~cllon. . . 11 wncnl. pour~a ~O,ImI eatlh sNII bars 01nch. channco. . t 121 concnb pourM In lorms Eul ..pwW lo urlp WII bws W.bnc- 0/ Iq. SI AN ENGMEEP ~MII InWacl uch sIb dbr IM .ace+Nbn b compMb lo d.brmin. 1h. IYW ol IoueEallpi rysbm rpWrW to 0N1.11 IM "l coMllion N Mvlnp deplh. EI PECOMMENOATIONS as sbbd In IM wll imv~119~110~ i~porl'tIqWE M b11oM0. 5ea SOIL PEPORT romMr~(7O~mY: L61 T TRLE 10 .il awumanb which Mu IM aIpnalw$ ol IM EN61NlER Is w$11G ' soldY In IM ENGINEER. TMU documas Mo m prwldW le IM wn., wMh In ronmecllon wph IMs projwl. AM otMr we a rww ol IMN dxrmonts a anY rsVroAUClbn. EIsDNY. sab. m o1Mr Jbpmllbn 01 IMw Eoc~l, b/ IM ownor I. ..p.u. lr poMelbJ wI1Mu1 iM MOUn conNnl ol IM wiylmN ' punuanl lo IM hEml Copy,l9ht Ln'. NOTE: STRUCTURAI MEMBERS.NOf SHOWN ARE TO BE DESIGNED BY OTNfPS.. FO N N : DEStGN f°r` ;t~ 4130 1~~ 1 SE14,T' ' ' . 9. ALTON WAY . ~ L. I . . ~ ~ _.r~ . . . fY;3~/I ~sq~ ~ O :..E.I Q • <3 :a- ` G • s _ r_:; 'ES`'~ a4~ n .n a O < v, - ~ I p RECEPTION NO. 94162048 15.00 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO WARRANTY DEE4 D TIIIS Dti6D, Made this 27171 day of SEPTLMI3ER, 1994 between A. LI?ONARD F. IIOPt9'sR aud 6t?T7'Y A. 1I01'PGR 6 0( thc County uf JGfFLIt50N and State of COLOILAUO, grantor, and SA67 LARATTA whosc Icg:d address is 4040 YARROW S'PR6li7', WIIL'KP RIUCE, COLORAUO 80033 of the Counry of JCFFERSON and State of COLORADO, grantee: 10/07/94 11:30 WI1'NESSEI'Ii, Tha[ the gran[or, for and in consideration o( the sum of ONE HUNDRED 1'IIOUSAND AND 00/100ths DOLLARS, ($100,000.00), [he receip[ and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by lhese of oloradoedesclribtile edraslf property together with N nprovements, Ifrany, buuate ~ly ng and be ug nn 1 en Cr u ty of JEFFERSON hand St ea C LOT 3, ISI,QCK 2, LAUREI. SUISUIVISION, COUN'PY OF JL'PFERSON, S'PA'PE OF COLOl2AU0 also known by street and nwnber as 4040 YARROW STRCGT, WIICAT RIDGE, COLORADO 80033 ~ TOGCTIIGR with uli and singular the hereditaments and appurlenances tltereunto belonging, or in anywise appertaining and Ihe reversion and reversions, remainJer and remainders, rents, issues and profits thereof, and all the es[ate, right, [itle, m[eres[, claim and demand wha[soever uf lhe grantor, either in law or eyuity, of, in and lo tlie above bargained premises, wi[h [he hereditaments and ~-O appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurrenances, unro the grantee, his heirs and assigns (orevec Md the grantor, (or himsel(, his heirs and personal representa[ives, does covenan[, grant, bargain and agree [o and with ~ the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above cunveyed, has good, sure, perfecl, absolute and indefeasible estate of inheri[ance, in law, in fee simple, and has good righ[, full power and ~ lawful authority to grant, bargain, sell and comey Ihe same in manner and form aforesaid, and that the same are free and clear from all former and other gran[s, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nawre soever, ~ excepl for laxes for [he currenl yeaq a lien but not yet due or payable, easements, reslriclions, reservations, covenants and righ[s-uf-way of rccurd, i[ uny, • J 0 --i ~ o` cT Q ^ r- \ The grantor shall and will WARRANT AND PORHVER DEFEND the above-bargained premises in the quie[ and peaceable possession o( the grantee, his heirs and Assigns, against all .md every person or persons lawfully claiming the whole or any part thereof. The singular numher shnll induJe the plural, the plural the singular, and the use of any gender shall be applicable to all genders. ~ IN WITNGSS WIIERCOF, the grantor has executed this deed on the date set forth above. BIST~ Y A. 110PPLR~ ~~r-~2-v,~,~ • , ~.~%Z LEONARD F.HOPPGR STATB OP COLORADO ) cooN'rv or JerrFasoN ) 1'he foregoing instrumen[ was acknowledged before me this 27TIi day of SEPTEM1IBER, 1994 by LEONARD F. IIOPPER ani BE1"1'Y A. }IOPPER _ y~➢~tr a4~~.. My Commission expires: 09-06-94 1~ilit$s my hand •nnd ollicial sca~. C tio. 932A. Rev. 7.84. R'ARNANTY UECD Qar Phwographic Itcrnrd) RAsPORf L A N D S U R V E Y I N G 5460 WAFD ROAD • SUITE 160 ARVADA,COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE Attn: e,Loc.oEPr. DATE 1I71/JIFEE 85.00 Joeu 91--ISE1 MORTGAGE CO. `fEFF'r'L•BI_Di,.DEFT/R0M,4X ADDRE55 /i040 YAhROW 57. BORROWERS NAME `nM LARnTTA LEGAL DESCRIPTION ~ IPFN CLIENTI I`'IT 3, eL .~xi< 2 LnuREL ^~~e,otvz~iora,~ C nIIPdTY C~F .JEFFL-LRSi.fl, STATE i.-F CtiLORADO Lt~ <<I 1 s d- A ~so ~ rzow~ ~ Sc.AL-lk- Zo ~ l~ \ I ~ u z Ex=s. ~ FENCF ~ ~ Z 1.y ~p O , ~ i- -3 n Q p - - 20.~ , ~ I ~ ~J_ ,j~ o ~ N Cou_ .l ~ 101) I ~ J 'iI i ~ (2q.6 Z worz: eunver n onA" ueNo runcoAwoLceon seAnwoeAxonMCweroxe. On the basis of my knowledge, information or Improvement SurveyEAgt;~r~CpQp4 improvement lines. 1 further certify t~ connections, are entirely within the bou ~ described premises by improvements on a sign of any easement crossing or burdeni °NOTICE: According to Colorado law you mi first discover such delect. In no event, may any. the certfflcafion shown hereon." nd belief, I hereby certify~tFrat this improvement location ertinCate was I r~ ,tha is not a Land srnbt~t9Wrelied on for the establishment of fenc~ building, oP~i the improveme s on the above described parcel,bn this tlate, e. v tl ies y of the par I, except as shown, that there are~no encroachmen ajoining pre ese xc ept as indica[ed, and that there is no apparent any part of sai arc el, except tll//~~~ t omgal cto~' t c hey within three yn baed upon defect i°~~ more than ten yeare fi p 27268 : ~ Z/. repared for Survey Plat ther future ept utility upon the ~ idence or s aRer you the dnte o{ RJLPORT L A N D S U R V E Y I N G 5460 WnRD ROAD • SUITE 160 ARVADA, COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE A±tn: BLGG.DEPT. Co` ~SO rL.o~~~ L ~ ~ Ex=s• F ei.7C~ ~ ~ T~~-~) O O ~ V G+GV.JC- • p: ~ OQ- Z1 l- - ~ L ~1 1 II 0 ~ ADDRES. DATE1/21/97 FEE 85100 JOB# 97-159 MORTGAGE CO I FrF.co.e,i_r>c;.or.r~r/rc:r~n.x . l1040 V6lfifi0l"1 Si. BORROWERSNAME SA.M LARATTA LEGAL DESCRIPTION IpFR CLIENTI ~ I L1~~r 3, e,i.xi< 2, i_n~~r~Ei_ S11e,olvz~i~~ra,1 rOilN("Y OF J[FF[RSGPJ, -,TATE GF CGLORADO SLAu~ ZS.~o ~ 3 - ~ ~ I N °a ° - L_ o 'J ro k ~ tJ7, b- (29•6Z W" lUI1VEYIlDRAWNVlINO RATtfOLNOI[tOR ecenroaneuoawcwawxe. On the basis of my knowledge, information or Improvement Survey`P19t; `ahc(-NHaY improvement lines. I further certify t a connections, are entirely within the bou 1 described premises by improvements on e sign of any easement crossing or burdeni °NOTICE: According to Colorado law you m (rst discover such defect. In no event, may any the certification shown hereon." ~1.~:~,rIC r✓`7 ~ i belief, I hereby certify,kHat this improvement location ertificate was F / ! that i is not a Land :PnTit~tbWrelied on for the establishment of fenc, building, oP,i the improveme s on the above described parcel bn this date, e: .ries of the par I, except as shown, that there are'no encroachmen ~ adjoining pre ises, except as indicated, and that there is no apparent any part of sai parcel, except\\aflEf~1;7~1~i~~~~ / tt commence an legal action b Y~y',.7,.JaB~ p6Y~,this survey within three y :T/pn based upon ny de/ect in pb(p~7Y'w~"~'T•'-4more than ten years /n 27268 J n I~ ~ J d i x J v Ifor Plat Ipt utility upon the dence or aRer you e date ol