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3058 Benton Street
1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Res. Accessory Struc PERMIT - 202101161 202101161 ISSUED: 3058 Benton St EXPIRES: Constructing 126 sq ft pergola 07/07/2021 07/07/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 07/07/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Res. Accessory Struc PERMIT - 202101161 PERMIT NO: 202101161 ISSUED: 07/07/2021 JOB ADDRESS: 3058 Benton St EXPIRES: 07/07/2022 JOB DESCRIPTION: Constructing 126 sq ft pergola *** CONTACTS *** GC (720)508-8852 KAREN POWERS 210090 INSIDE OUTSIDE SPACES INC OWNER OSBORNE COLLEEN ANNE OSBORNE H *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 0525 / OLINGER GARDENS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61500.00 FEES Total Valuation 0.00 Plan Review Fee 101.89 Use Tax 136.50 Permit Fee 156.75 ** TOTAL ** 395.14 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. ti 1 I I ' I I ` y 05BORNE DEC 1 .N .. I r ti City of _ -i �9 x Wh6at- COMMUNiTy DEvE oPA+lE T Ir by le "REVIEWED FOR CODE COMPLIANCE" _ These drawings were reviewed under the applicable ` -• laws in effect at the time of submittal. Reasonable �• effort was exercised in checking for code compliance.. �r•..� The stamping of these documents shall not be - construed to be a permit for or an approval of any N -. violation of state and/or local codes, ordinances or amendments thereto. = .�. Plan Reviewer DHartley. _ - - - - Date 06/04/2021. 1 Approval of this plan does not preclude i compliance with all applicable codes, ordinances and other pertinent regulations. Reviewed for Zoning Compliance by the .► , City of Wheat Ridge Planning Division APPROVED BY: DATE: June 24, 2021 COMMENTS: Approved with conditions — � — - - - Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. 5 �,,bbvtf•4ss� r L.f � fl�yIn 'D`,4\5 Ok U heat IPCD g Ui In CQ 7 L z<-w� UL V UL W w Q ks) _ W Uzzm .� - Q< o z��� < w .� -1 Q v .p �� �v O � O L O � � mos Um 0 DATE: 5/21/2021 50ALE: NO 5GALE OVERV I Elul A-1 �145s ��r\N heal OkCD CA A -AA Za i W+1M pDwt*-*Kr; YNIOVES ADJACEIV BTTJUaW RE SM BEN M ET I AND U5F. 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SITE PL4h ' JrJ4DJ+�EIrT •�� 1 • tg . r-�r O DATE: Approval of this plan does not preclude 5/27/2021 compliance with all applicable codes, ordinances and other pertinent regulations. 50ALE: 1 " = 20' N 51TE FLAN A-2 DECK DE516N FEATURE5: -3000 LB CONCRETE PIER5 -6x6 DOUG FIR #2 PRE55URE TREATED DECK P05T -KILN DRIED 5YP PRE55URE TREATED LUMBER -51MP50N 5TRONG TIE HARDYARE -ICE & NATER SHIELD DECK FRAME PROTECTION -COMP051TE DECKING -COMP051TE FA501A -PONDER COATED IRON RAILINO 5Y5TEM 91 28,-3„ 41- 145 e � r\N heal o. L �: . �.0 MAIN LEVEL FLOOR PLAN lalngi Lu ca - 7 LL_ \1J i z < LL_ w 0O 0 O jWw\bts) (J3 4) • .� .� Q W OL - Qo z Lu <`nw OL Q v .p ts)v �o L O L mos �m O DATE: 5/21/2021 50ALE: 1/411= 1 1 DECK PLAN A-3 FRAMIN6 NOTES: -DECK DE516N CRITERIA: -Deck Designed to IRC 2016 -Deck Live Load = 40 psf -Deck Dead Load = 10 psf -Ground Snow Load = 30 psf -Roof Snow Load = 30 psf -Frost Depth = 36" -Wind Speed 133 mph. Y,ult Exposure G -ANLL FRAMING TO BE #2 OR BETTER 5YP -ANLL FRAMIN6 HARDWARE TO BE 51MP50N ZMAX -ANLL ENGINEERED LUMBER TO BE IN5TALLED TO MFG 5PEG5 -ANLL DECKING PRODUCT5 TO BE IN5TALLED TO MFR 5PEG5 -ANLL ENGINEERED RAILIN6 PRODUCT5 TO BE IN5TALLED TO MFR 5PEG5 -ANLL CONSTRUCTION TO BE IN ACCORDANCE WITH IRC 2016 CAA "No, \pJ l 6X6 Deck Post / ABS66Z No 4 Base & AG6/AGB6 Gap (Typ) , CD O CN 2�e o` ngCN, -o DECK 5TRUGTURAL FLAN I.& n �do nCi l I YV) W = • V\ ck J � - 7\1J i z _ w O CO jWw�ts)CO • .� W OLzzm o - Q <ts) LU ts) <`nw CILQ v .O �v �o L O L mos �m O DATE: 5/21/2021 5GALB: 1/411= 1 1 DECK FLAN A-4 FRAMIN6 NOTES: -PER60LA DE516N CRITERIA: -Pergola Designed to IRG 2016 -Pergola Live Load = 30 psf -Pergola Dead Load = 10 psf -Ground Snow Load = 30 psf -Roof Snow Load = 30 psf -Frost Depth = 36" -Wind Speed 133 mph. Y,ult Exposure G -ANLL FRAMING TO BE #2 OR BETTER 5YP -ANLL PER60LA FRAMIN6 TO BE WE5TERN RED GEDAR -ANLL GON5TRUGTION TO BE IN ACCORDANCE WITH IRG 2016 .\0 14" x 36" Gonc. Pier (TL (2) 2x12" Dropped 6x6 Pergola Post (Tyr 1-611— 1\ PERGOLA 5TRUGTURAL PLAN (2) 2x12" Dropped YL v (2) 5/5"X q" Thi ICE & NATI PROTBGTI( PERGOLA SECTION NO SCALE 2) 2X12's 'BRGOLA BEAM i PERGOLA P05T BMBRGBD 5T Uj\0 ca 7 00 LU- U jWwts)(z 4) � Q W �zzm `nw � Q v .O �v �o L O mos �m O DATE: 5/21/2021 50ALE: 1/411=1 1 PERGOLA PLAN A-5 _1 IF lk +Hl 11 HHHHHHHHHHHHT -i""HHHHHHHT --- IUUL 11111111 11 111 �HHH+ A I J"HHHLL -17,77 \, J GRADS GRADE— EA5T ELEVATIONti%JLuUL ULov -71LU Nel� �bbaif ASs� 014,1800, ok \N heat c4"5OUTH ELEVATION s 0 n oos t in , W jWw��� W wzzm � �`nw � UIMI, III III III III 111 11 11111 ifiWill III III III ILLU 1111 L Q ■ v .p �v �o L O mos �m O DATE: 5/2/2021 SG�L�: 1/411= 1' . DECK PLAN A -6 _1 IF lk +Hl 11 HHHHHHHHHHHHT -i""HHHHHHHT --- IUUL 11111111 11 111 �HHH+ A I J"HHHLL -17,77 \, J GRADS GRADE— EA5T ELEVATIONti%JLuUL ULov -71LU Nel� �bbaif ASs� 014,1800, ok \N heat c4"5OUTH ELEVATION s 0 n oos t in , W jWw��� W wzzm � �`nw � UIMI, III III III III 111 11 11111 ifiWill III III III ILLU 1111 L Q ■ v .p �v �o L O mos �m O DATE: 5/2/2021 SG�L�: 1/411= 1' . DECK PLAN A 6X6 Post Grade DECK PIER DETAIL 6X6 Post - //11 WN Shield Wrap Grade _ (8"x4.5" AB Submerged Pergola Post �!JI PERGOLA PIER DETAIL 1 1/411 MAX Graspable handrail Stair Handrail Detail (2) 5" Ledc predrilled - beam Metal Rail Post (4) 3 5/E LedgerL 6x6 dec AG6Z oXb p05t Post to Beam Detail RAILING DETAIL �,bba►t~ �SSo 0114 k heal 'wool 4 CD Cj4AA LAP 51DING 4"X4" EXTE R 10 S 3 5/8" LEDG (2 @ 12" OR TREA LE06 CAULKING WALL 5TRUGTURE 9R WALL 5TRUGTURE Ledger Detail DECK RIM J015T --- 51MP50N M5TA STRAP 2 x 12 CUT 5TRINGER RUN EQUALLY SPACED R15ER5 17 3/4" MAX � (check local code for requirements) Wood Stair w ov Lu7 O jWw�ts)� r� Q W OL 7 ts) <`nw J Q [L v .O ts) � O L OL mos Um O DATE: 5/21/2021 50ALE: NOT TO 5GALE D ETAI L5 A-1 � ► � i City of Wheat Ridge Residential Deck PERMIT - 202101172 PERMIT NO: 202101172 ISSUED: 06/25/2021 JOB ADDRESS: 3058 Benton St EXPIRES: 06/25/2022 JOB DESCRIPTION: 18' x 2813" deck plus stairs, treated SYP framing, composite decking, prefabricated metal railing. 540 SQ FT in Backyard (Also applied for pergola on separate application, same set of plans.) *** CONTACTS *** OWNER (303)238-4250 HUGH AND COLLEEN OSBORNE TRUST SUB (720)508-8852 KAREN POWERS 210090 INSIDE OUTSIDE SPACES INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 36,720.00 FEES Total Valuation 0.00 Plan Review Fee 377.03 Use Tax 771.12 Permit Fee 580.05 ** TOTAL ** 11728.20 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* ► � i City of Wheat Ridge '/� Residential Deck PERMIT - 202101172 PERMIT NO: 202101172 ISSUED: JOB ADDRESS: 3058 Benton St EXPIRES: JOB DESCRIPTION: 18' x 2813" deck plus stairs, treated SYP framing, prefabricated metal railing. 540 SQ FT in Backyard (Also applied for pergola on separate application, 06/25/2021 06/25/2022 composite decking, same set of plans . ) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/25/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Wednesday, June 2, 2021 11:16:38 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 6058 Benton Street Property Owner Name Colleen Osborne Property Owner Phone 303-238-4258 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email colleen_osborne@msn.com Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Inside Outside Spaces Inc. Contractor or Architect Contractor's License 210090 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 720-508-8852 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address karen@insideoutsidespaces.com Retype Contact Email karen@insideoutsidespaces.com Address DESCRIPTION OF WORK Detailed Scope of 18' x 28'3" deck plus stairs, treated SYP framing, composite Work - Provide a decking, prefabricated metal railing. (Also applied for pergola on detailed description of separate application, same set of plans.) work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 540 scope of work Location of work Back yard (backyard, on roof, etc) Project Value (contract 36,720.00 value or cost of ALL Valuation OK - DH materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 3058 Benton St Plans ndf Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Karen Powers Permit Email not displaying correctly? View it in your browser. 2 v \,-:-Z C) -) SUNDANCE TRUCTURAL 4=C> 4.15L.7LT,AJV-r.S, LL_+C October 2, 2019 Denver Design Build, LLC Attn: Dean Espinosa 100 Kalamath Street Denver, CO 80223 Reference: Foundation Crack Osborne Residence 3058 Benton Street Wheat Ridge, CO 80214 Sundance Job No.: 181259 Dear Mr. Espinosa: At your request, a representative from our office reviewed the above referenced project. The purpose of our review was to provide a structural assessment of the existing vertical crack located along the corner of the original basement and garage foundation wall. Based on our review and calculations, the existing crack should be packed with epoxy -grout and horizontal straps should be fastened to the inside face of the foundation wall and extend continuous around the corner. The new straps should consist of Simpson MST60 (10 gauge, 60 -inches long) and fastened to the existing foundation wall with Y2" diameter threaded rods with Simpson `SET' epoxy or equivalent. The threaded rods should achieve a minimum embedment of 4 -inches. The straps should be centered at the corner and extend each 30 -inch length down each foundation wall. A total of three straps should be installed. Located the top strap approximately 16 -inches down form the top of the existing foundation wall with the second strap placed 24 -inches down from the first and the third strap placed approximately 24 -inches down from the second. Longer straps may be installed if necessary. The above -noted structural repair is structurally adequate to support the governing building code dead and live loads. If there are any questions or if further assistance is needed, please contact our office. Regards, Sundance Structural Consultants, LLC Jason T. Newlin C=US, 4 37214 �;© E=JasonQSundanceStruc.com, Jason T. Newlin P.E. 0 --"Sundance Structural '��'•• ��� Consultants, LLC", CN=Jason T. ass/ONAI�� Newlin 2019 .10.02 15:56:28-np-IM, 384 PARK COURT CASTLE ROCK, CO 80 709 720-328-8340 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V_ JobAddress: Permit Number: _.. S ? f• i yf^y' ... ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No; When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.uslinspection Date: \k= A-) \6i Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z&-bj Job Address:2 �4; e Permit Number: 2-0L 50 S �- 76,�;%�, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 140 When corrections have been made, call for re -inspection at 303-234-5933 F Date: L24 I I r Inspector: DO NOT REMOVE THIS NOTICE A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: i.;105 Y,) -e Permit Number: . . t r\V, L,,'CA N I ter. r\ I A SI 1_j No one available for inspection: Time AM/PM Re -inspection required: 6-&S No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: %( () - I cl Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1 - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:""'' ❑ No one available for inspection] Re -Inspection required: Yes �.No- *When corrections have been made, schedule for re -inspection online at: httpYAvww.ci.wheatridge.co.us/InspeR , -' Datel 0- Inspector: I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Lk;b3 Job Address: �� Permit Number:��`.` ❑ No one available for inspection: Timb—f-t.5--*' (,M/PM Re -Inspection require No When corrections have been made, saheda)e for re-inspecti-opline at: http✓/www.ci.wheatridge.co.usinspectign Date: Inspector: A 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: O Y2- \Jw A \ ) � C � .- W Job Address: -3 Q��- Permit Number: 0 0'' 0 5 -1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 1 5 When corrections have been made, call for re -inspection at 303-234-5933 Date: ~% - is ' cT Inspector: fir" 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: -7 V-\ 5 Job Address: Permit Number: ec \ Z? (Z) -t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N6 When corrections have been made, call for re -inspection at 303 -234 - Date: D i 0 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: .5- e S' Permit Number: a D \q ❑ No one available for inspection: Time ) AM/PM r Re -Inspection required: Ales No When corrections have been made, call for re -inspection at 303-234-5933 Date: ' (, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGEj' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 3�'�� ✓� `3L Permit Number: c-)C� 1~:�? 6 Q '! G"t C t, c /I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nom} When corrections have been made, call for re -inspection at 303 -234 - Date: -' inspector: a'w DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �2 Job Address: _' ?j" )-i a Permit Number: d Ca ❑ No one available for inspection: TimeAM/PM I'll I Re -Inspection required: YW No When corrections have been made, call for re -inspection at 303-234-5933 Date: '` _- 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: i nn� Job Address: C` S i\ Permit Number: ❑ No one available for inspection: Tim r- AM/PM Re -Inspection required: YesN When corrections have been made, call for re -inspection at 303-234-5933 Date: C�' Mrd, Inspector: DO NOT REMOVE THIS NOTICE 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: jot �'�^ l �'1A S Tyl YL Job Address: Permit Number: 2 O :ten c_� tr �5'_ �w✓ C. iltc v. l 5SIj ❑ No one available for inspection: Time AM/PM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a to `1 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: 7' } �' �' -. y, Permit Number: 7 r-, k ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, cafl for re -inspection at 303-234- Date:- 'k 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: IA �• Job Address:PermitNumber: ❑ No one available for inspection: Time = ` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- 03-234-Date:i 1f. Inspector: l 7. 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:" , z Job Address:_ Permit Number: ❑ No one available for inspection Re -Inspection required: Yes,`_Nt When corrections have been made, calif, Dat Inspecto ._ 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: L N J No one available for inspection: Time AM/PM Re -Inspection required:". Yes�/ No 0, When corrections have been made, call for re -inspection at 303-234-593 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: C-) '5- `A kn Permit Number: t :�a I �3 C1 jo -) ❑ No one available for inspection ' SAM/ Re -Inspection required: Yep _ No When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: `'� '�? Ci 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: Vj Job Address: PermitNumber: Ll;, No one available for inspection: Time '-�'� 0 AM/PM �d Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: � �} �Gl Inspector: o= DO NOT REMOVE THIS NOTICE A 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: w Job Address: 0 5,` - Permit Number: c, al 9 36 "7 ❑ No one available for inspection: Time ?' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— D _ Inspector: k 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: LAI S c 01 - Job Address: +0 Permit Number: S� ❑ No one available for inspection: Time r,'' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— D � .1_6 • 15 InspectorJ- 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: W Sir c r \A,, Y-Uu ' Job Address: Permit Number: _ C) 1 Q "3 O S '� vim'• � r' C_ ❑ No one available for inspection: Time i`°� AM/PM Re -Inspection requirec�-Ye No When corrections have beenmade, call for re -inspection at 303-234-5933 Date: ' - ' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201803057 PERMIT NO: 201803057 ISSUED: 02/19/2019 JOB ADDRESS: 3058 Benton St EXPIRES: 02/19/2020 JOB DESCRIPTION: Addition - 772 sq ft with garage 86 sq ft - 1,578 sq ft total *** CONTACTS *** OWNER (303)238-4250 OS13ORNE COLLEEN ANNE & HUGH GC (603)680-4565 Jeff Gates 160205 Denver Design Build LLC SUB (303)627-2714 Ben Stuckey 019484 Stanmark Electric SUB (720)233-2406 Danny Dodson 070210 DR Heating & Cooling *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 250,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,364.71 Use Tax 5,250.00 Permit Fee 2,099.55 Engin. Review Fee 150.00 ** TOTAL ** 8,864.26 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Landscaping removed or damaged during construction must be replaced prior to final inspection. Addition to single family home is not approved as an independent dwelling unit. City of Wheat Ridge r w Residential Addition PERMIT - 201803057 J.' K PERMIT NO: 201803057 ISSUED: 02/19/2019 JOB ADDRESS: 3058 Benton St EXPIRES: 02/19/2020 JOB DESCRIPTION: Addition - 772 sq ft with garage 86 sq ft - 1,578 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thisermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and thata�/w r to be pe rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature ot,16WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code 11 or any ordma or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �' ` d .1 . - City of Wheat j�idge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 411 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: j / Plan/Permit # 1 AD S� Plan Review Fee: I , I / Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 365$ 5&41D"A sr.' wff� ,C-10 & ' co 00Z, Property Owner (please print): { (%C7(f 4- COUCEN 4&20"E Phone: Property Owner Email: Tenant Name (Commercial Projects Only) NlA Property Owner Mailing Address: (if different than property address) Address: ; City, State, Zip: Architect/Engineer: �� P-Vff-, Architect/Engineer E-mail: �' %I.(,{,�tw n AqU-6 0�aPhone: 05— 81 b—SS02 Contractor Name: ' QW V4- X5t @ A-) 8()t Ln City of Wheat Ridge License #: Phone: Contractor E-mail Address: �u / �v ,e�U )� (,(� , l ��✓� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): C�6Fw��i �'��--• (6-5662- Phone: 405- 8(6-5662- CONTACT CONTACT EMAIL(p/ease print): ��� (�% D /I �V(L-O . COt'►�% Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Rftmftx, pt'oeL Plumbing: VAJ17U PCAA4J81Afk7 Mechanical: E"(�/mac W.R. City License # 19in W.R. City License # W.R. City License # o1o2IC, Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. [-]COMMERCIAL ZJ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. h)6W 6-n2 cam) t)im poomoto w rrH ( fto rqw) luc-v- o ro rlf 4ki�7F IV OE- 60r -I 8UC�� . NUJ ER94ol'4D ft0MDL3 '1Z) ttz d- C-LO&V-�t � LA'O iZW-�y R -WV n y►�GNJJt - WCO Rdayn M �"'�'a'C� K��(LOaYN d' C�CbET-. NEW {c JDMbPZ -J8 (3C- MCC.D t-S(OtN% ( tW-. N�bz `iDtcE-1-j CI scram- 't- LI � sbvo'-'-� . -I UP d 1JbN3C; uJcn�t 5 U vKuUe of 0.32 0-' Z - Bim.., nJUA3 '� kC- GoapE�st t U,N L� � S C �SE� 1*1= ,0N .-- M Sq. FULF 15-78 Sf � TUs - J.-) pis m S Gallons Amps Squares For Solar: KW/ r # of Panels Requires Structural Cai3Dt� For Commercial Projects Only: Occupancy Type: Construction Type:" — Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 250,000.0o 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued 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 on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT CTO ) or TH ZED REPRESENT o WNE/ (CONTRACTOR) Signature (first and last name): q DATE: ! 0 Printed Name: f 1f"&Y / �A�i� i A174- ZONING 17 - ZONING COMMMENTS: a-- (L Reviewer: wo, 1,41116 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: 93 CONSTRUCTION TYPE: V6— BUILDING DEPA ENT COMM TS: Reviewer: . l I/ 2U. PUBLIC WORKS COMMENTS: �� �i�2G� p�sS/1�Y�N��r� �✓ `� SiM f2LAtiI '"o d Reviewer: l P2/� .je-, ©��i PROM 5W-4 7'��Z Building Division Valuation: ) (tiu✓ City of Wheat idg� COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM ifiisTormmust a s1 �- ac gn y esu-cpntractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: { 14 5T. Permit #: General Contractor: MN146$- grQrJ B01td3 I Electrical Sub -Contractor --� Company Name: 1 w111t.- Phone #: '303.(aZ? . Z-71 � State License #: �I�l Master #: 00002- 00 0 Z W 'hRidge,iCeRse #� , g (required field) l gnature of Autorized Agent Date Plumbing Sub -Contractor Company Name:_-___ _ _ Phone #• State License #: Master #• Wheat Ridge License-#: (required field) Signature of Authorized Agent-- Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date A - City of Wh6ata e COMMUNITYDEVELOPENiT SUB—CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: J C7 ss Be -o f l/1 Permit #: General Contractor: �De-4Aye-r f—,-es(V V (3l.(.I' l d I Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date I Mechanical Contractor I Company Name: E)e qe_n-�,flQ Phone: 3-c3_ qaC)- S;Sg1 ' Wheat Ridge Licen #-C-10 a [ 0 (required field) Signature of Authorized Agent Date m City of � � Wh6at i COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: Electrical Sub -Contractor Company Name: State License #: Permit #: Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: J ni}ed �l 1u , i_ (Phone #: bZi, yZz _2k / 4 V State License #: It aster #: 3 Wheat Ridge License #: 1 QQ 2.(o y (required field) 2-10 I1! — 346n�_atur f Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of SINGLE FAMIL I'/DUPLEX -/ ,- heat i I'01ifIC WORKS BUILDING PERMITAppLICA7'I®NPEVIEW Date: Pa lo�� 20,ZB Location: 30-15 0 le�e/\/ (p A/ ST; ATTENTION: BUIILDING DIVISION I have reviewed the submitted application documents to construct ato Td,donrT located at the above referenced address. Please note the comments checked below. 6;,A2A64—= 1. Drainage: a. Drainage Letter & Plan required: yes No b. Site drainage/grading plan have been reviewed and are: AOR refer to 2. t/ Public Improvements required & to be completed with project: a. street paving/patching: Yes --t/—No b. curb & gutter: Yes --t(—No c. sidewalk: _ Yes No d. Other (specify): Yes — No For items not constructed, the amount of funds taken in lieu of construction - , stipulations. Completed Completed Completed Completed 3. –t Does all existing roadway/alley R.O.W. meet the standards of the City: -4-1 yes If not, what is required? If R.O.W. is required, has the deed been received No Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. –,Z� APPROVED: The Public Works Department has reviewed the submitted materialand hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature Mark Van Nattan Date 5. t ' NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: 1?Dog C2& a 7. -tL A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SMALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of ea. 6 L e 110 XVORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2561 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date:10 2c /):�) Development Review ProcessingFee: ................................................ $100.00 $ (Required of all projects for document processing) 1,20 Single Family Residence/Dunlex Review Fee: ..................................... $50.00 $ Con mercial/Muld-Family Review Fees: 6 Review of existing or minimal technical documents :........................ $200.00 $ ® Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2nd submittals) :.......................... $600.00 $ • Traffic Impact Study Review Fee: --- (Fee includes reviews of the I' and 2nd submittals): ........................... $500.00 $ u Trip Generation Study Review Fee: .................................................. $200.00 $ o O & M Manual Review & SMA Rerording Fee ................................ $100.00 $ ' 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'd submittal (�/i initial review fee) :.................................................... $300.00 5 4'h submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ...................... .......................................... $600.00 ----- (Full initial review fee) 5 TOTAL REVIEW FEES (due at time of Building Permit issuance): $LaL—�0-0- PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12/12 City of Wheat Pdge PUht 1C WORKS City of Wheat Ridge Municipal Building 7500 W. 29`x' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION 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 . VrWh6itfUdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303135-2855.f 303.237.8929 Proof of Submission for Permitting/Pian Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: 0j472JN 3r l j,� ra AD -Z( car Name of Firm/individual submitting documents: DGIN40 "O'., Project Type/Description:J�3 Signature of Firm Representative or Individual: NOT WRITE BE M the project Agency represented• (Meese check one) a West Metro Fire Protection a Arvada Fire Protection Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: S POINT - FOR AGENCY USE ONLY du authorized representative of the agency indicated below of documents necessary for review and approval of o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District a Wastridge Sanitation District o Other CS i c: 1111 Date: City of 'r WheatR,i dg -re CITY OF WHEAT RIDGE BUHMING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: ±� Project Address:--3Z)5S MN M- , LJf1"> r-P4o(k co &Z(Cf Name of Firm individual submitting documents: ( A-) aUILD Ir Project Type/Description: Ar1�yruokj Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POiNT - FOR AGENCY USE ONLY L>3i w I , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge r—e—apt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water oWheat Ridge Sanitation District Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: , �.w . t1 .,,,r �.a JJ J I Signature: ��, l/Date: AgencyRepresentative) -- MARTIN/MARTIN C O N S U LTI NG ENGINEERS November 16, 2018 Carolyn Gruel Denver Design Build 100 Kalamath St Denver, CO 80223 405-818-5562 Email: carlie@denverbuild.com Re: Wheat Ridge Sanitation District — 3058 Benton St. -Proposed Addition Martin/Martin, Inc Project No.: Dear Mrs. Gruel, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received November 13, 2018, concerning a proposed residential addition at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running north to south, east of the referenced property within the alley. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. Proposed Addition We understand an addition of 1,084sf is being proposed. Approximately 278sf is to expand a master bedroom with bathroom and laundry, and the remaining addition is an attached garage. No other improvements are anticipated. The existing detached garage is to remain in place as storage only and will not receive sanitary or water service. If the aforementioned is not correct, the District is to be informed immediately. If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Please provide a letter from the water service provider with a determination of water meter size. Costs If any of the development understanding above is not correct, please be aware of the following conditions: all costs involved are to be deposited in advance— engineering, reviews, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap fees and development fees are required to be paid prior to connection to the District main. A water provider letter MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN COM Wheat Ridge Sanitation District — 3058 Benton St. -Proposed Addition November 16, 2018 verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. No tap fees will be accepted until conditional approval is received for the mainline extension including such items as as -constructed drawings and final televising of the mainline(s). If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 KFMweST EWRONMENTAL SAFETY & WDUSTRIAL H fGR!!+t'E CONSULTANTS PRE -RENOVATION LIMITED ASBESTOS INSPECTION SINGLE-FAMILY RESIDENCE 3058 BENTON STREET WHEAT RIDGE, COLORADO 80214 PREPARED FOR: Denver Design Build, LLC 100 Kalamath St Denver, Colorado 80223 PROJECT: 118153 August 27, 2018 or 2186 South Holly Street, Suite 110 eat Ry. Denver, Colorado 80222 e`"�ai„90�� �c. Phone 303-757-8800 J Fax 303-757-8805 Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 Table of Contents ExecutiveSummary .................................................................................................................................4 1.0 Introduction...................................................................................................................................5 1.1 Purpose..................................................................................................................................5 1.2 Scope of work.........................................................................................................................5 1.3 Review of Existing Information...............................................................................................5 2.0 Sampling and Analytical Procedures...............................................................................................5 3.0 Inspector Comments.......................................................................................................................7 4.0 Asbestos -containing Building Material Descriptions........................................................................7 5.0 Presumed Asbestos -containing Materials(PACM)...........................................................................8 6.0 Non -Asbestos -containing Materials................................................................................................8 SampleLocation................................................................................................................................9 7.0 Conclusions and Recommendations..............................................................................................10 8.0 Limitations....................................................................................................................................11 APPENDIX A - ANALYTICAL DATA APPENDIX B - ASBESTOS -CONTAINING MATERIAL PHOTOS APPENDIX C - CERTIFICATIONS city of 2 f Wheat Ridge ilding Diviso Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 CERTIFICATION OF RESULTS This Pre -Renovation Limited Asbestos Inspection was performed on behalf of Denver Design Build, LLC (hereafter referred to as "Client"), and all its successors and assigns, solely for use in the evaluation of the presence of asbestos -containing building materials at 3058 Benton Street, Wheat Ridge, Colorado 80214 (hereafter referred to as the "Site"). This report and the findings contained herein shall not, in whole or in part, be disseminated or conveyed to any other party, other than the client, and all its successors and assigns, without the prior written consent of KEMWest, Inc. This report is respectfully submitted on August 27, 2018. KEMWest, Inc. Juli Taylor Director of Operations CDPHE Building Inspector/ Certificate #21943 Reviewed By: James DeValois President CDPHE Certified Asbestos Building Inspector #6465 City of Wheat Ridge Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 Executive Summary KEMWest, Inc. (KWI) performed a Pre -Renovation Limited Asbestos Inspection at the Single-family Residence, located at 3058 Benton Street, Wheat Ridge, Colorado 80214 (site) on August 08, 2018. KWI conducted a Pre -Renovation Limited Asbestos Inspection as required by the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) under section 203 of Title II of the Toxic Substance Control Act (TSCA), 15 U.S.C. 2643 and Colorado Department of Public Health and Environment (CDPHE) Regulation 48 Part B, Section IV. KWI collected and analyzed a total of fourteen (14) samples from six (6) homogeneous areas for asbestos content, one (1) of which was found to contain greater than 1% asbestos. KWI presumed one (1) additional building material as asbestos -containing at the single-family residence. The materials found to contain asbestos or are presumed to contain asbestos at Single-family Residence are listed below: • Tan Rough Exterior stucco • White duct wrap 4 City of Wheat Ridge Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 1.0 Introduction KWI performed a Pre -Renovation Limited Asbestos Inspection of the Single-family Residence, located at 3058 Benton Street, Wheat Ridge, Colorado 80214 on August 08, 2018. The field representative for KWI was Juli Taylor, a CDPHE Certified Asbestos Building Inspector, Certificate Number 21943. KWI was escorted by the building owner's representative, Tyler McDonald. KWI did not perform any destructive access to identify suspect materials between wall cavities and in other inaccessible areas. Should unidentified materials be encountered, additional bulk material samples should be collected to determine potential asbestos content. The assessment and recommendations were compiled by Juli Taylor. 1.1 Purpose The work performed consisted of a Pre -Renovation Limited Asbestos Inspection as required by the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA) under section 203 of Title II of the Toxic Substance Control Act (TSCA), 15 U.S.C. 2643 and Colorado Department of Public Health and Environment (CDPHE) Regulation #8 Part B, Section IV. 1.2 Scope of work The Pre -Renovation Limited Asbestos Inspection included all buildings and structures present on the Single-family Residence. Our scope of services included the following: (1) Identify any suspect friable, and non -friable asbestos -containing building materials (ACBM) within the building. (2) Collect bulk samples of all identified suspect materials in accordance with 40 CFR 763.86 and CDPHE-AQCC Regulation #8. (3) Submit the bulk samples to a NVLAP accredited asbestos laboratory for analysis; (4) Specify the condition of the suspect ACBM; (5) Compile a final report of findings. 1.3 Review of Existing Information No previous information was provided for review. 2.0 Sampling and Analytical Procedures Bulk samples representative of the suspect asbestos -containing building materials of each homogeneous area were collected according to guidelines published as Environmental Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763 E 0 Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 and Colorado Department of Public Health and Environment (CDPHE), Regulation Number 8. Representative sampling is based on the following criteria: Suspect materials sampled and analyzed should be considered representative of materials in each homogeneous area if: 1. The distribution of the suspect material throughout the homogenous area. 2. The suspect materials physical characteristics and application. 3. Random sampling locations were determined for each homogenous area. Suspect materials similar in appearance and application were sampled as homogeneous areas. Suspect materials were divided into three classifications and sampled according to applicable regulations based on classification of each homogeneous material and the quantity of each homogeneous material as listed below: 1. They are uniform in color and texture. 2. The date of application of the sampled material can be correlated to the date of application of un -sampled material. Bulk samples collected were submitted for analysis at ATC Group Services LLC (NVLAP Accreditation Number 10203 1) and were analyzed by Polarized Light Microscopy (PLM) for asbestos content. PLM was performed in compliance with guidelines established by the USEPA (EPA/600/R-93/116). 1. Surfacing Materials - Trowled on or sprayed on material • 1,000 square feet requires a minimum of three (3) samples • Greater than 1,000 square feet but less than or equal to 5,000 square feet requires a minimum of five (5) samples • Greater than 5,000 square feet requires a minimum of seven (7) samples 2. Thermal System Insulation • Each system requires three (3) samples 3. Miscellaneous - other suspect material not classified in the above categories • Sufficient samples to adequately characterize the materials with a minimum of two (2) samples The CDPHE and the EPA National Emission Standards for Hazardous Air Pollutants (NESHAP) require point count analysis for friable materials greater than 0% but equal to or less than 1% to disprove false negative results analyzed by visual estimation. NESHAP recommends point count analysis for visual estimations from greater than I% to 10% to disprove false positive results or consider the material to be asbestos - containing. KEMWest recommends point count analysis up to 2% based on expe ' nce city o f wheat R�d9e 6 Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 and quality of analysis. No samples from 3058 Benton Street, Denver were submitted for point count analysis. The analysis of the bulk samples was performed on August 17, 2018 as stated in the Analytical Data Section of this report (See Appendix A). Condition assessments were performed by the accredited inspector at the time of inspection. 3.0 Inspector Comments No demolition of interior walls or ceilings was conducted to locate, sample or assess suspect asbestos -containing materials. Should unidentified materials be encountered during demolition or renovation, additional bulk samples should be collected to determine potential asbestos content. KWI based assumptions on the location of the material, date of application and access. KWI was not provided with drawings for the single-family residence for this inspection. Inspector certifications are found in Appendix C of this report. 4.0 Asbestos -containing Building Material Descriptions The building materials listed in this section contain concentrations of asbestos greater than 1% by visual estimation when analyzed by Polarized Light Microscopy. This section identifies the asbestos -containing building materials (ACBM) identified in the building. General recommendations and immediate recommendations are found in later sections. The following pages include asbestos -containing material descriptions and a table listing the asbestos -containing material assessment. The percentage asbestos content for each sample indicated can vary depending upon sample location, homogeneity of the materials, and type of application. Sample numbers indicate KWI's internal sample tracking designation. The asbestos material assessment table for each asbestos -containing material (ACM) specifically addresses the functional space where the material is located, material condition, known or suspected causes of damage, recommended preventative measures and response actions. The table also includes a summary of the information listed below: Asbestos -Containing Material Summary Sample ID Material Sample Location Material Approximate Analytical Location Quantity Result 080818-04- Tan Rough Exterior, covered patio, Covered 150 SF 3% Chrysotile 01 Exterior north wall, East end, patio (Serpentin stucco bottom group?l 10ity or R;�9e Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 Sample ID Material Sample Location Material Approximate Analytical Material Location Location Quantity Result 080818-04- Tan Rough Exterior, covered patio, Covered 150 SF 8% Chrysotile 02 Exterior north wall, center patio (Serpentine stucco Tan Smooth Dining room, south wall, Dining room group) 080818-04- Tan Rough Exterior, covered porch, Covered 150 SF 8% Chrysotile 03 Exterior north wall, center, patio 080818- (Serpentine Dining room, south wall, stucco bottom 01-03 Acoustical Plaster, group) 080818-06* White Duct N/A Mechanical Observed app Presumed wrap room 2 SF * KWI presumed homogeneous area #06 contain greater than 1% asbestos. Asbestos -Containing Sample Results 5.0 Presumed Asbestos -containing Materials (PALM) The following materials are presumed by KWI to contain greater than 1% asbestos: • White Duct wrap This material was considered a PACM and not sampled per the client's request. Maintain the presumed asbestos -containing materials in intact condition. Sampling of the presumed materials above should be performed prior to activities that will impact or damage the materials. 6.0 Non -Asbestos -containing Materials The following section includes tables listing building materials that were sampled by KWI at the various properties and found to contain 1% or less asbestos. Non -asbestos -containing building materials Sample # Homogenous Sample Location Material Approximate Material Location Quantity 080818- Tan Smooth Dining room, south wall, Dining room 150 SF 01-01 Acoustical Plaster, southwest corner, bottom Walls 080818- Tan Smooth Dining room, south wall, Dining room 150 SF 01-02 Acoustical Plaster, east end, center Walls 080818- Tan Smooth Dining room, south wall, Dining room 150 SF 01-03 Acoustical Plaster, east end, top Walls Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 Sample # Homogenous Sample Location Material Approximate Yellow on plaster Material Negative for lead Location Quantity 080818- White Caulking Interior, dining room, west Dining room 2- 3x5 02-01 wall, north side of window north edge, bottom windows 2-4x6 080818 -Pb -3 White on wood edge, bottom Negative for lead doors 080818- White Caulking Interior, dining room, south Dining room 2- 3x5 02-02 Negative for lead wall, east door edge, bottom windows 2-4x6 080818 -Pb -5 Dark green on wood Exterior, covered patio, east doors window, north edge 080818 -Pb -6 080818- 03-01 White Caulking FxtPrinrrnvarad natin nrrth wall, west door, east side of Covered p t.o 2- 3x5 windows 2-4x6 window, north edge door, center doors 080818- White Caulking Exterior, covered patio, east Covered patio 2- 3x5 03-02 wall window, south edge of windows 2-4x6 window doors 080818- Brown Roofing, Exterior, roof, south side, Covered patio 150 SF 05-01 Composite Shingle southwest corner 080818- Brown Roofing, Exterior, roof, south side of Covered patio 150 SF 05-02 Composite Shingle roof, southwest edge 080818- White Octagon Dining room, ceiling, Dinning room 200 SF 07-01 pattern Wallpaper southeast corner, east edge 080818- White Octagon Dining room, ceiling, north Dinning room 200 SF 07-02 pattern Wallpaper end, center KEMWest, Inc. (KWI) also performed a limited lead in paint screen test using 3M LeadCheck® Swabs on the interior painted surfaces to be impacted by demolition at the building. KWI conducted six (6) 3M LeadCheck® Swab tests on painted surfaces on the interior of the building where renovation activities that may impact the materials are scheduled. The tests conducted included layers of paint through to the surface materials. All of the six (6) paint samples tested negative for lead. The table below lists the sample information for the tests performed. Sample # Paint Description Sample Location Lead Content 080818 -Pb -1 Yellow on plaster Dining room, south wall, east Negative for lead end, center 080818 -Pb -2 White on wood Dining room, west wall, window, Negative for lead north edge, bottom 080818 -Pb -3 White on wood Exterior, covered patio, east Negative for lead window, bottom edge 080818 -Pb -4 Green on concrete Exterior, covered patio, floor, Negative for lead center 080818 -Pb -5 Dark green on wood Exterior, covered patio, east Negative for lead window, north edge 080818 -Pb -6 Light green on wood Exterior, covered patio, east Negative for lead window, north edge 9 iah_ arR��Pe Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 Department of Housing and Urban Development (HUD) defines lead based paint as a paint film with a concentration greater than one-half of one percent (>0.5%) lead by weight when measured by laboratory analysis. This definition of lead based paint is described in the HUD document "Lead Based Paint: Interim Guidelines for Hazard Identification and Abatement in Public and Indian Housing", September 1990. The Occupational Safety and Health Administration (OSHA) differ in their definition of lead based paint. According to OSHA any paint film with a detectable amount of lead is considered lead containing paint and is regulated under the requirements of 29 CFR 1926.62, Lead in Construction: Interim Final Rule. EPA requires that generated wastes that contain lead be tested by Toxicity Characteristic Leaching Procedure (TCLP) as described in 40 CFR 260 SW -846 to determine concentrations of lead in the waste stream and proper disposal sequence. Contractors and painters are responsible for adhering to OSHA regulations regarding lead in paint and waste streams throughout the course of work. 7.0 Conclusions and Recommendations The materials found to contain asbestos at the single-family residence located at 3058 Benton Street, Denver are listed below: • Tan Rough Exterior stucco The materials presumed to contain asbestos at the single-family residence located at 3058 Benton Street, Denver are listed below: • White Duct wrap The CDPHE and OSHA require that all asbestos -containing materials and presumed asbestos -containing materials listed above, which may be impacted during renovation be removed prior to the renovation activities. If these materials are expected to be disturbed, KWI recommends removal of these material by a CDPHE certified asbestos general abatement contractor in accordance with applicable regulations. Asbestos -containing building materials that are friable or will become friable are required to be removed prior to demolition of the building. The OSHA requires contractors and workers be notified of the presence and location of asbestos and requires employers to protect employees from exposure to asbestos above the permissible exposure limit of 0.10 f/cc as determined by personnel monitoring,er��� an 8 -hour time weighted average for more than 30 days per year. est � 10 Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 KWI recommends that employees, workers and contractors have OSHA required asbestos training prior to any building maintenance activities where the maintenance personnel may contact but not disturb the asbestos -containing building materials, or renovation activities that are performed where the renovation contractor may contact but not disturb the asbestos -containing materials. Building and/or facility owners are required to notify prospective employers applying or bidding for work, employees of the owner and tenants that can reasonably be expected to work in or occupy areas containing ACM and/or PACM, of the presence of such materials. 8.0 Limitations The findings set forth in this report are strictly limited in time and scope to the date of the evaluation(s). The conclusions presented in the Report are based solely on the services described therein, and not on scientific tasks or procedures beyond the scope of agreed upon services or the time and budgeting restraints imposed by the client. The purpose of this report was to assess the physical characteristics of the subject Site with respect to the presence of asbestos -containing materials. No specific attempt was made to check on the compliance of present or past owners or operators or of the Site with federal, state or local laws and regulations, environmental or otherwise. RI C,4 J, of hear &iC, Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 APPENDIX A ANALYTICAL DATA 12 ;STC ANALYTICAL REPORT Prepared for: KEM West, Inc. 2186 South Holly Street #110 Denver, CO 80222 Project: 3058 Benton Street Order No.: 0026430 Report Date: 08/17/2018 C�tY of heat �I(fg@ ATC Group Services LLC 8985 E. Nichols Avenue, Suite 350, Centennial, CO 80112 Ph: 303-799-6100 ;STC 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 Phone +1303 799 6100 Fax +1303 799 3441 www.atcgroupservices.com These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to b asbestos yof containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results Indicate `>'i n less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requ sled. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with ATC. �"/U._ _ �e PLM REPORT SUMMARY NVLAP Lab Code 102031 Customer: AIHA Lab Code 101536 Juli Taylor ATC Job No.: KEM West, Inc. Batch No.: 0026430 2186 South Holly Street #110 Report Date: 08/17/2018 Denver CO 80222 Sample Date: 08/08/2018 Project: 3058 Benton Street Date Analyzed: 08/17/2018 Customer Project No.: 118153 Identification: N/A Test Method: 600/R-93/116 Page 1 of 3 Client No. Lab No. Sample Description / Location Asbestos Content 080818-01-01 0026430-001 LAYER 1 None Detected Paint/Skim Coat, Tan/white, 24'C Main Level, Dinning Room 080818-01-01 0026430-001 LAYER 2 None Detected Plaster, Off White Main Level, Dinning Room 080818-01-02 0026430-002 LAYER 1 None Detected Paint/Skim Coat, Tan/white, 24'C Main Level, Dinning Room 080818-01-02 0026430-002 LAYER 2 None Detected Plaster, Off White Main Level, Dinning Room 080818-01-03 0026430-003 LAYER 1 None Detected Paint/Skim Coat, Tan/white, 24'C Main Level, Dinning Room 080818-01-03 0026430-003 LAYER 2 None Detected Plaster, Off White Main Level, Dinning Room 080818-02-01 0026430-004 Caulking, White, 24'C None Detected Main Level, Dinning Room 080818-02-02 0026430-005 Caulking, White, 24'C None Detected Main Level, Dinning Room These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to b asbestos yof containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results Indicate `>'i n less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requ sled. The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with ATC. �"/U._ _ �e A 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 C Phone +1303 799 6100 Fax +1303 799 3441 www.atogroupservices.com Customer: PLM REPORT SUMMARY NVLAP Lab Code 102031 AIHA Lab Code 101536 Juli Taylor ATC Job No.: KEM West, Inc. Batch No.: 0026430 2186 South Holly Street #110 Report Date: 08/17/2018 Denver CO 80222 Sample Date: 08/08/2018 Project: 3058 Benton Street Date Analyzed: 08/17/2018 Customer Project No.: 118153 Identification: N/A Test Method: 600/R-93/116 Page 2 of 3 Client No. Lab No. Sample Description / Location Asbestos Content 080818-03-01 0026430-006 Caulking, Off White, 24°C None Detected Exterior, Covered Patio 080818-03-02 0026430-007 Caulking, Off White, 24°C None Detected Exterior, Covered Patio 080818-04-01 0026430-008 Ext. Stucco, White/ Gray, 24°C Chrysotile 3% Exterior, Covered Patio 080818-04-02 0026430-009 Ext. Stucco, White/ Gray, 24°C Chrysotile 8% Exterior, Covered Patio 080818-04-03 0026430-010 Ext. Stucco, White/ Gray, 24°C Chrysotile 8% Exterior, Covered Patio 080818-05-01 0026430-011 Asphalt Comp.Shingle, Brown/ Black, 24°C None Detected Exterior, Covered Patio 080818-05-02 0026430-012 Asphalt Comp.Shingle, Brown/ Black, 24°C None Detected Exterior, Covered Patio 080818-07-01 0026430-013 LAYER 1 None Detected Wall Paper, Off White, 24°C Main Level, Dinning Room 080818-07-01 0026430-013 LAYER 2 None Detected Paint, White Main Level, Dinning Room City of These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a mate4to i;bbstost o containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated d9e Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results "ndicate less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requ [ding Divisors The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with ATC. / ;STC Customer: Lab No. Juli Taylor Asbestos Content KEM West, Inc. 0026430-013 2186 South Holly Street #110 Denver CO 80222 Project: 3058 Benton Street Customer Project No.: 118153 Identification: N/A Test Method: 600/R-93/116 PLM REPORT SUMMARY ATC Job No.: Batch No.: 0026430 Report Date: 08/17/2018 Sample Date: 08/08/2018 Date Analyzed: 08/17/2018 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 Phone +1303 799 6100 Fax +1303 799 3441 www.atcgroupservices.com NVLAP Lab Code 102031 AIHA Lab Code 101536 Page 3 of 3 Client No. Lab No. Sample Description / Location Asbestos Content 080818-07-01 0026430-013 LAYER 3 None Detected Texture, White Main Level, Dinning Room 080818-07-02 0026430-014 LAYER 1 None Detected Wall Paper, Off White, 24°C Main Level, Dinning Room 080818-07-02 0026430-014 LAYER 2 None Detected Paint, White Main Level, Dinning Room 080818-07-02 0026430-014 LAYER 3 None Detected Texture, White Main Level, Dinning Room These samples were analyzed by layers. Specific layer or component asbestos content is indicated when relevant. The EPA considers a material to• e 8bestos `' containing only if it contains more than one percent asbestos by Calibrated Visual Area Estimation (CVAE). EPA regulations also indicate that Regulated 9� Asbestos Containing Materials (RACM) -- materials which are friable or may become friable -- be further analyzed by point counting when the results indicate '21s less than ten percent asbestos by CVAE. Our laboratory utilizes CVAE on a routine basis and does not include point counting unless specifically requested. on The results may not be reproduced except in full, and should not be used as a scope of work for abatement without consulting with ATC. ;STC Customer: Juli Taylor KEM West, Inc. 2186 South Holly Street #110 Denver CO 80222 Project: 3058 Benton Street Customer Project No.: 118153 Identification: N/A 8985 E. Nichols Avenue, Suite 350 Centennial, CO 80112 Phone +1303 799 6100 Fax +1303 799 3441 www.atcgroupservices.com PLM REPORT SUMMARY NVLAP Lab Code 102031 AIHA Lab Code 101536 ATC Job No.: Batch No.: 0026430 Report Date: 08/17/2018 Sample Date: 08/08/2018 Date Analyzed: 08/17/2018 Test Method: 600/R-93/116 Page 1 of 1 PLM Analysis Methodology PLM samples were analyzed utilizing the Environmental Protection Agency's Test Method: Method for the Determination of Asbestos in Building Materials (EPA 600/R-93/116. July, 1993) 40 CFR, Part 763, Appendix E to Subpart E. Reporting Limit <11% Asbestos. Additional treatment and tests may be required to accurately define composition (i.e. ashing, extractions acetone treatment, and TEM). Unused portions of samples are archived for one year unless client requests special handling. Asbestos content of mastic/adhesive is separated from total percent asbestos and other materials. Laboratory Equipment Laboratory analysis was accomplished utilizing an Olympus BH -2 polarized light microscope. The microscope is equipped with dispersion staining lenses. Quality Control ATC Group Services is accredited by NVLAP Bulk Asbestos Sample Quality Assurance Program (Lab Code 102031). ATC participates in the NVLAP Bulk Asbestos Sample Quality Assurance Program and maintains an in-house QC/QA program for bulk samples whereby 10% of all submitted samples are reanalyzed and documented in a Quality Control Manual. ATC also participates in a quarterly round robin QC/QA program for bulk samples with several accredited laboratories throughout the United States. Current and past QC/QA program results are available in the laboratory for inspection. Laboratory Personnel Samples were analyzed by Jeff Lomme, Laboratory Director. Mr. Lomme is a professional geologist who has successfully completed the McCrone Institutes's "Advanced Asbestos Identification" Course. (k) Approved Signatory : C eff Lomme 41 NVLAP LAB CODE 102031-0 The non -detection of asbestos fibers in floor tile by PLM is of itself inconclusive. Confirmation by Transmission Electron Microscope (TEM) is recommended for negative floor tile samples. This report must not be used by the client to claim product endorsements by NVLAP or an agency of the U.S. govment. er This test reports only to the items stated. i6l w e�I/a;_ �0 E O U (D U) a) a� N co Y Se N z Baa O N lr I co o a coo o 0 5, E o ,_ o 7 Q r C L7 >' E C -= oD m m J 3 r c� aa) ami t°n C o m — p Q .� G J ca Q p d e' H C� J G. CO) M CO IX a. co .E N O N L7 O CO co TO f2 O 73 d o U co �p W 00 a) X N 0 3 N O J JJ J J J J J J 0a- La L0. La La On. La- 00 -LLL NO NCO (D ccNO CN(p cc�CO CCa) CCICO CC�CQ cc N yM V1M NM . N A � O � O � aCD Qo Qo QCD Qo Qo Qo Qo Qo wcop w coo w cop w cop w coo w coo w cop w coo w coo E E E E E O o 0 0 O O O O a a a n. T) Q. 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Co CD N O N Juli Taylor KEM West, Inc. 2186 South Holly Street #110 Denver CO 80222 Collected: 08/08/2018 Collected By: Collection Address: 2500 Rocky Mountain Avenue BATCH NO. 0026430 NVLAP Lab Code 102031 AIHA Lab Code 101536 Customer Project No.: 118153 Description: 3058 Benton Street Date Received: 08/09/2018 Date Analyzed: 08/17/2018 Date Reported: 08/17/2018 Comments: <1% Lab ID Sample # Sample Location / Sample Description Asbestos Constituents N Non -Asbestos Constituents N <1% 0026430-001 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) <1% 080818-01-01 LAYER 1 Aggregate 30% 40% Paint/Skim Coat, Tan/white, 24°C None Detected Binder/Filler 70% 0026430-005 LAYER 2 None Detected Cellulose Fiber (Incom) <1% LAYER 2 2% Aggregate 65% 0026430-003 Plaster, Off White None Detected Binder/Filler 35% 0026430-002 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) <1% 080818-01-02 LAYER 1 2% Aggregate 30% Aggregate Paint/Skim Coat, Tan/white, 24°C Binder/Filler 70% 40% None Detected Cellulose Fiber (Incom) <1% 0026430-005 LAYER 2 Cellulose Fiber (Incom) Aggregate 65% Plaster, Off White 2% Binder/Filler 35% 0026430-003 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) <1% 080818-01-03 LAYER 1 Aggregate 30% Paint/Skim Coat, Tan/white, 24°C Binder/Filler 70% None Detected Cellulose Fiber (Incom) <1% Wool (Morph/Color) <1 LAYER 2 Aggregate 65% Plaster, Off White Binder/Filler 35% 0026430-004 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) 3% Talc (Par/Obl) 2% 080818-02-01 Caulking, White, 24°C Aggregate 10% Carbonates 40% Binder/Filler 45% 0026430-005 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) 3% Talc (Par/Obl) 2% 080818-02-02 Caulking, White, 24°C Aggregate 10% Carbonates 40% Binder/Filler 45% E CL Analyzed by: Reviewed by: Co R(;' ge 1> of 4 7 N Juli Taylor KEM West, Inc. 2186 South Holly Street #110 Denver CO 80222 Collected: 08/08/2018 Collected By: Collection Address: 2500 Rocky Mountain Avenue BATCH NO. 0026430 NVLAP Lab Code 102031 AIHA Lab Code 101536 Customer Project No.: 118153 Description: 3058 Benton Street Date Received: 08/09/2018 Date Analyzed: 08/17/2018 Date Reported: 08/17/2018 Comments: 080818-04-01 Ext. Stucco, White/ Gray, 24°C OBSERVATION SET#1: Asbestos Non -Asbestos Lab ID Sample Location / Constituents Constituents Sample # Sample Description N N 0026430-006 Exterior, Covered Patio None Detected Cellulose Fiber (Incom) <1% 080818-03-01 Caulking, Off White, 24°C Carbonates 35% Non -Fibrous Material 65% 0026430-007 Exterior, Covered Patio None Detected Cellulose Fiber (Incom) <1% 080818-03-02 Caulking, Off White, 24°C Carbonates 35% Non -Fibrous Material 65% 0026430-008 Exterior, Covered Patio Chrysotile 3% Cellulose Fiber (Incom) 2% Fibrous Glass (ISO) 2% Wollastonite (+!) <1 080818-04-01 Ext. Stucco, White/ Gray, 24°C OBSERVATION SET#1: Aggregate 60% Wavy Fibers Binder/Filler 33% Sign of Elongation (+) Parallel Extinction Non -Pleochroic @ 40x Birefringence (Low) Color: Clear Liquids: 1.550 Becke Line Used Initial Characterization: Chrysotile OS#1: Para.=1.554, Perp.=1.547 DS#1: Para.=Purple Perp.=Blue C} Analyzed by: Reviewed by: k4� Pag�i'c2, e<,'fa�7n _ f�lg90 4 Juli Taylor KEM West, Inc. 2186 South Holly Street #110 Denver CO 80222 Collected: 08/08/2018 Collected By: Collection Address: 2500 Rocky Mountain Avenue Customer Project No. Description: Date Received: Date Analyzed: Date Reported: Comments: BATCH NO. 0026430 NVLAP Lab Code 102031 AIHA Lab Code 101536 118153 3058 Benton Street 08/09/2018 08/17/2018 08/17/2018 Asbestos Non -Asbestos Lab ID Sample Location / Constituents Constituents Sample # Sample Description N N 0026430-009 Exterior, Covered Patio 080818-04-02 Ext. Stucco, White/ Gray, 24°C 0026430-010 080818-04-03 Exterior, Covered Patio Ext. Stucco, White/ Gray, 24°C Chrysotile 8% OBSERVATION SET#1: Wavy Fibers Sign of Elongation (+) Parallel Extinction Non -Pleochroic @ 40x Birefringence (Low) Color: Clear Liquids: 1.550 Becke Line Used Initial Characterization: Chrysotile OS#1: Para.=1.554, Perp.=1.547 DS#1: Para.=Purple Perp.=Blue Chrysotile 8% OBSERVATION SET#1: Wavy Fibers Sign of Elongation (+) Parallel Extinction Non -Pleochroic @ 40x Birefringence (Low) Color: Clear Liquids: 1.550 Becke Line Used Initial Characterization: Chrysotile OS#1: Para.=1.554, Perp.=1.547 DS#1: Para.=Purple Perp.=Blue Cellulose Fiber (Incom) 2% Fibrous Glass (ISO) 3% Aggregate 60% Binder/Filler 27% Cellulose Fiber (Incom) 3% Fibrous Glass (ISO) 3% Aggregate 60% Binder/Filler 26% 0026430-011 Exterior, Covered Patio None Detected Cellulose Fiber (Incom) 5% Fibrous Glass (ISO) 5% Synthetic Fiber (Bie) 20% 080818-05-01 Asphalt Comp.Shingle, Brown/ Black, 24°C Aggregate 25% Tar Binder 45% Analyzed by: Reviewed by: nPageU�3�oyof ;STC Juli Taylor KEM West, Inc. 2186 South Holly Street #110 Denver CO 80222 Collected: 08/08/2018 Collected By: Collection Address: 2500 Rocky Mountain Avenue BATCH NO. 0026430 NVLAP Lab Code 102031 AIHA Lab Code 101536 Customer Project No.: 118153 Description: 3058 Benton Street Date Received: 08/09/2018 Date Analyzed: 08/17/2018 Date Reported: 08/17/2018 Comments: None Detected 0026430-013 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) Asbestos Non -Asbestos Organic Matrix Lab ID Sample Location / Constituents Constituents None Detected Sample # Sample Description N M 5% 0026430-012 Exterior, Covered Patio None Detected Cellulose Fiber (Incom) 5% 3% LAYER 3 Carbonates Fibrous Glass (ISO) 5% Binder/Filler 37% Synthetic Fiber (Bie) 20% 080818-05-02 Asphalt Comp.Shingle, Brown/ Black, 24°C Aggregate 25% Tar Binder 45% 0026430-013 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) 45% 080818-07-01 LAYER 1 Organic Matrix 30% Wall Paper, Off White, 24°C Non -Fibrous Material 25% None Detected Cellulose Fiber (Incom) 5% LAYER 2 Carbonates 5% Paint, White Non -Fibrous Material 90% None Detected Cellulose Fiber (Incom) 3% LAYER 3 Carbonates 60% Texture, White Binder/Filler 37% 0026430-014 Main Level, Dinning Room None Detected Cellulose Fiber (Incom) 45% 080818-07-02 LAYER 1 Organic Matrix 30% Wall Paper, Off White, 24°C Non -Fibrous Material 25% None Detected Cellulose Fiber (Incom) 5% LAYER 2 Carbonates 5% Paint, White Non -Fibrous Material 90% None Detected Cellulose Fiber (Incom) 3% LAYER 3 Carbonates 60% Texture, White Binder/Filler 37% WY �Py01 Analyzed by: Reviewed by: �00t Page 4 of 4 9 o,� Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 APPENDIX B ASBESTOS -CONTAINING MATERIAL PHOTOS C tk o/ 13 Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 080818-01-02, Tan Smooth Acoustical 080818-02-02, White Caulking, Dining Plaster, Walls, Dining room, Main level room, Main level 080818-06 Pic, White Duct wrap, Mechanical room, Basement r j 080818-04-03, Tan Rough Exterior stucco, Covered patio, Exterior 14 080818-07-02, White Octagon pattern Wallpaper, Dining room, Main level Q �e Pre -Renovation Limited Asbestos Inspection 118153 Single-family Residence, 3058 Benton Street, Wheat Ridge, Colorado 80214 August 27, 2018 APPENDIX C CERTIFICATIONS City Of wheat Rfc�de 15 Pre -Renovation Limited Asbestos InspectBn 11823 Single-family Residence, amaBenton Sle,WkkRdwColorado 80214 August 2%2q 14885, 01/30/2019, Colorado, Ju § Taylor 21943 -class, 08/01/2019, Colorado, J § Taylor 1—rd: September 11. 2017 F:.pi_m_ X22 ' 21943, 09 d1%018, Colorado, J § Talo WhetR� e 16 � = v | ««| � }}) � / ( /f\ � ! ■ , z t # ! a!= ƒ Er 2 \\ V1; ) \ �ƒ :h 14885, 01/30/2019, Colorado, Ju § Taylor 21943 -class, 08/01/2019, Colorado, J § Taylor 1—rd: September 11. 2017 F:.pi_m_ X22 ' 21943, 09 d1%018, Colorado, J § Talo WhetR� e 16 00 m lD CO m ri ri O N O O ' Q N N N vvvrf E N N ry N `yy Y Y 00 + o > > 00 3 04 ao � ofl � a a Ce a Y 3 v_ o a z 0 o m o 0 O U Y E t d f Of N 0J i E9((�� C cu Q N N V E Z in 0 o 41 O U ai u C5 tko rn r\ C m ca Q O Q Z go O 1 U.)W a a � JE ® 3 'o a 0 m Q j 0 e ft�/ �iJ m, �j W U Lu_ Ln N �-1 Q W V 43 h h v v v O 00 m lD CO m ri ri O N O O ' Q N N N vvvrf E N N ry N `yy Y Y 00 + o > > 00 3 04 ao � ofl � a a Ce a Y 3 v_ o a z 0 o m o 0 O U Y E t d f Of N E9((�� C cu Q N N E Z in 0 o 41 O U ai u C5 tko rn r\ C m ca 00 m lD CO m ri ri O N O O ' Q N N N vvvrf E N N ry N `yy Y Y 00 + o > > 00 3 04 ao � ofl � a a Ce a Y 3 v_ o a z 0 o m o 0 O U Y E t d f Of 3058 Benton St. J,D,S Manual 01903057 11 4)/ / /19 city Of , W Limited Guarantee Design. Rockview Design hereby agrees to provide customer with a conceptual HVAC design for the Property that is ACCA certified to meet the requirements of Manual J 8th Addition and ACCA Manual D ("HVAC Design"). All efforts will be made to ensure the highest quality design based on the information provided 'CONCEPTUAL DESIGN ONLY, NOT TO BE CONSTRUED AS STRUCTURAL, ARCHITECTURAL OR MECHANICALLY ENGINEERED DESIGNS Please read this disclaimer before utilizing our services and acceptance of any design. 1. Limited Warranty. Rockview Design represents and warrants that the HVAC Design shall be ACCA certified to meet the requirements of Manual J 8th Edition and ACCA Manual D. Rockview Design services shall be conducted in a good and workmanlike manner, consistent with industry standards. Except as provided immediately above. the HVAC Design is provided on an "As Is" basis, without warranties or conditions of any kind, either express or implied, including without limitation, warranties of merchantability or fitness for a particular purpose. 2. LIMITATIONS OF LIABILITY. IN NO EVENT SHALL ROCKVIEW DESIGN OR ANY OF ITS AGENTS BE LIABLE FOR DIRECT DAMAGES OR OTHER LOSSES OR LIABILITIES DIRECTLY RELATING TO THE HVAC DESIGN OR OTHERWISE ARISING OUT OF, RELATED TO, OR IN ANY WAY CONNECTED WITH THE IMPLEMENTATION OF THE HVAC DESIGN, IF AND TO THE EXTEND SUCH DIRECT DAMAGES OR LOSSES EXCEED THE ACTUAL AMOUNT PAID BY CUSTOMER FOR THE HVAC DESIGN THAT GAVE RISE TO THE DAMAGES OR OTHER LOSSES OR LIABILITIES CLAIMED, REGARDLESS OF THE FORM OF ACTION. IN NO EVENT SHALL ROCKVIEW DESIGN BE LIABLE TO CUSTOMER FOR INDIRECT OR CONSEQUENTIAL DAMAGES. 3. Disclaimers: Rockview Design does not provide any structural, architectural or mechanically engineered designs for contractors or the public for the use as "final documents" It is the sole responsibility of Customer to determine the feasibility of the HVAC Design prior to the use thereof. It is the sole responsibility of Customer or its HVAC contractor to verify design conditions, orientation, construction materials, and compatibility with existing equipment at the Property. Rockveiw Design is not responsible for any errors or omissions caused by Customer's failure to disclose complete and accurate information regarding the Property. Rockview Designs will not guarantee the performance of HVAC system design that is not installed and tested to perform per the manufacturer's specifications. All installing contractors are responsible for the installation and commissioning per ACCA 5 and 9 for quality installation standards. City of Wheat Ridge 9 4. Customer Duty to Provide Information. Customer is responsible for furnishing accurate and complete information which is critical for successful and accurate conceptual designs. MISCELLANEOUS 1. This Agreement shall be interpreted and enforced under the laws of the State of Colorado, with exclusive jurisdiction and venue in a court of competent jurisdiction in Larimer County, Colorado. If a dispute arises out of or relates to this Agreement or its breach, the parties shall endeavor to settle the dispute first through direct discussions. 2. All parties agree to execute any additional documents and to take any additional actions that may be necessary in order to implement this Agreement. 3. The substantially prevailing party in any legal proceeding related to this Agreement shall be entitled to recovery of reasonable attorneys' fees, costs, and expenses. 4. This Agreement may be executed in any number of counterparts, each of which shall be an original, and all of which when taken together shall constitute one and the same document. Photocopies, facsimiles or email transmissions of executed copies of this Agreement may be treated as originals. 5. This Agreement and the attachments hereto represent and contain the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not a part of this Agreement. In the event that any provision of this Agreement is at any time held by a court to be invalid or unenforceable, the parties agree that all other provisions of this Agreement will remain in full force and effect, and authorize the court to modify any provision held to be invalid or unenforceable such that it may give effect to the parties' intent as determined by the court. Any future modification of this Agreement must be made in writing and executed by the parties in order to be valid and binding upon the parties. City of Wheat Ri6ge uilding Load Short Form Job: 3058 Benton Street, Den... Date: October 10th, 2018 Entire House By: Rockview Designs (MM) Rockview Designs Rockview Designs Project Information For: Denver Design Build 3058 Benton Street, Denver, Co Design Information Htg Clg Infiltration Outside db (°F) -3 91 Method Simplified Inside db (°F) 72 75 Construction quality Semi -tight Design TD (°F) 75 16 Fireplaces 0 Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 38 -19 HEATING EQUIPMENT Make Trane Trade TRANE Model TUD2A040A9242A* AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE Area 40000 Btuh 25280 Btuh 61 °F 463 cfm 0.041 cfm/Btuh 0.60 in H2O COOLING EQUIPMENT Make Trane Trade TRANE Cond 4TTR40181_1 Coil 4TXCB003CC3 AHRI ref Efficiency 12.5 EER, Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 15 SEER Area 17400 Btuh 0 Btuh 17400 Btuh 697 cfm 0.102 cfm/Btuh 0.60 in H2O 0.99 3061 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 217 4231 3061 173 313 Master Bathroom 110 2248 580 92 59 Master Closet 65 1132 181 46 18 Bedroom/Office 147 2525 1924 103 197 Laundry U u 50 co 1175 n 1076 n 48 110 - City of Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I VV,'m of q -f wrights4ft .Comfort Builder by Wrightsoft 18.0.27 RSU30089 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W 2018 -Nov -10 08:05:04 Ading Dlvls�age 1 Entire House d 651 11311 6823 463 697 Other equip loads 3806 418 Equip. @ 1.00 RSM 7241 Latent cooling 77 TOTALS I I I I I 651 15118 7317 463 697 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ti wrightsoft` :.;• ---. _.-_.< ,.. Comfort Builder by Wrightsoft 18.0.27 RSU30089 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W City of 2018 -Nov -10 08:05:04 Page 2 Building Analysis Job: 3058 Benton Street, Den... Y Date: October 10th, 2018 F�ciCittri Designs Entire House By: Rockview Designs (MM) Rockview Designs Project• • For: Denver Design Build 3058 Benton Street, Denver, Co Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) -3 Dailyrange (°F) - V\Iet bu I b (° F) - Wind speed (mph) 15.0 Heating Component Indoor: Btuh Indoor temperature (°F) Walls Design TD (°F) 3090 Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 28 (H ) Method 63 Construction quality 7.5 Fireplaces Heating Component Btuh/ft2 Btuh % of load Walls 4.7 3090 20.4 Glazing 24.0 2736 18.1 Doors 0 0 0 Ceilings 1.6 1074 7.1 Floors 2.6 1708 11.3 Infiltration 3.5 2703 17.9 Ducts 0 0 Piping 0 0 Humidification 1847 12.2 Ventilation 1959 13.0 Adjustments 0 Total 1 1 15118 100.0 Component Btuh/ft2 Btuh % of load Walls 0.6 410 5.7 Glazing 35.7 4072 56.2 Doors 0 0 0 Ceilings 1.0 676 9.3 Floors 0.3 165 2.3 Infiltration 0.4 309 4.3 Ducts 0 0 Ventilation 418 5.8 Internal gains 1190 16.4 Blower 0 0 Adjustments 0 Total 7241 100.0 Latent Cooling Load = 77 Btuh Overall U -value = 0.055 Btuh/ft2-°F Data entries checked. Gating Caing Ceilings Heating Cooling 72 75 75 16 30 50 38.2 -18.6 Simplified Semi -tight 0 /Htrridficatian ,,L, Ventilation \btilabon C13rs Irfilhalim W rightsoft- 2018 -Nov -10 08:05:04 1.. , — -- — Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 1 -*—_C*� ... Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Component Constructions Job: 3058 Benton Street, Den... Date: October 10th, 2018 Rockview Designs Entire House By: Rockview Designs (MM) Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Internationa, CO, US Btuh/ft'-'F Indoor temperature (°F) 72 75 Elevation: 5430 ft Btuh Design TD (°F) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (°F) -3 91 Infiltration: 0.62 33 Dailyrange (°F) - 28 (H ) Method Simplified 20.0 VVet bulb (T) - 63 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.65 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/ft'-'F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum n 54 0.062 20.0 4.65 251 0.62 33 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud a 231 0.062 20.0 4.65 1074 0.62 143 S 192 0.062 20.0 4.65 893 0.62 118 w 188 0.062 20.0 4.65 872 0.62 116 all 665 0.062 20.0 4.65 3090 0.62 410 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" a 12 0.320 0 24.0 288 35.3 424 gap, 1/8" thk; 6.67 ft head ht s 38 0.320 0 24.0 900 18.2 683 w 65 0.320 0 24.0 1548 35.3 2278 all 114 0.320 0 24.0 2736 29.7 3385 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 651 0.022 49.0 1.65 1074 1.04 676 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-30 cav ins, gar 651 0.035 30.0 2.63 1708 0.25 165 ovr wrilghtsoft* 2018 -Nov -10 08:05:04 Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 1 Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Component Constructions Rockview Designs Master Bedroom Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) -3 Dailyrange (°F) - Wet bulb ('F) - Wind speed (mph) 15.0 Job: 3058 Benton Street, Den... Date: October 10th, 2018 By: Rockview Designs (MM) Heating Indoor: 72 Indoor temperature (°F) 75 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 28 ( H ) Method 63 Construction quality 7.5 Fireplaces Job: 3058 Benton Street, Den... Date: October 10th, 2018 By: Rockview Designs (MM) Heating Cooling 72 75 75 16 30 50 38.2 -18.6 Simplified Btuh/ftp-`F Semi -tight Btuh/ft' 0 Btuh Construction descriptions Or Area U -value Instill R Htg HTM Loss Clg HTM Gain gap, 1/8" thk; 6.67 ft head ht w 38 ft' Btuh/ftp-`F ft'-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 63 0.320 0 24.0 1500 28.5 1780 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum s 106 0.062 20.0 4.65 491 0.62 65 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud w 84 0.062 20.0 4.65 391 0.62 52 Ceilings all 190 0.062 20.0 4.65 881 0.62 117 Partitions (none) Windows Low E 2012: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 25 0.320 0 24.0 600 18.2 455 gap, 1/8" thk; 6.67 ft head ht w 38 0.320 0 24.0 900 35.3 1325 all 63 0.320 0 24.0 1500 28.5 1780 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 217 0.022 49.0 1.65 358 1.04 225 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar 217 0.035 30.0 2.63 569 0.25 55 ovr City of Wheat Ridge * wrighise ft` BYlIIti;Ng+{U9�fFa:;�n ��— .- -__1. Comfort Builder by Wrightsoft 18.0.27 RSU30089 Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W e2 Component Constructions Job: 3058 Benton Street, Den... ----> Date: October 10th, 2018 Rockview Designs Master Bathroom By: Rockview Designs (MM) Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Construction descriptions Design C• • • Ll -value Insul R Location: Loss CIg HTM Indoor: Heating Cooling Denver Internationa, CO, US Btuh/ft'-'F Indoor temperature (°F) 72 75 Elevation: 5430 ft Walls Design TD (°F) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (T) -3 91 Infiltration: s 82 Dailyrange (°F) - 28 ( H ) Method Simplified 51 Wet bulb (°F) - 63 Construction quality Semi -tight 20.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/ft'-'F ft'-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum a 95 0.062 20.0 4.65 439 0.62 58 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud s 82 0.062 20.0 4.65 381 0.62 51 all 177 0.062 20.0 4.65 821 0.62 109 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 13 0.320 0 24.0 300 18.2 228 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 110 0.022 49.0 1.65 182 1.04 115 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar 110 0.035 30.0 2.63 289 0.25 28 ovr wrig. Ff.tsIo_ f . .... ......._ Comfort Builder by Wrightsoft 18.0.27 RSU30089 ACCO ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W City of Wheat Ridge 8 -Nov -10 08:05:04 Page 3 Component Constructions Job: 3058 Benton Street, Den... Date: October 10th, 2018 Rockview Designs Master Closet By: Rockview Designs (MM) Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Construction descriptions Design Cs • • Ll -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Internationa, CO, US Btuh/ft=-°F Indoor temperature (°F) 72 75 Elevation: 5430 ft Btuh Design TD (°F) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (°F) -3 91 Infiltration: 0.62 22 Dailyrange (T) - 28 (H ) Method Simplified 20.0 Vit bulb (T) - 63 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.65 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 30.0 2.63 ft' Btuh/ft=-°F ft'-°F/Btuh Btuh/ft' Btuh Btuh/f2 Btuh Walls 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum n 36 0.062 20.0 4.65 167 0.62 22 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud a 68 0.062 20.0 4.65 314 0.62 42 all 104 0.062 20.0 4.65 481 0.62 64 Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Fir floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar ovr 65 0.022 49.0 1.65 108 1.04 68 65 0.035 30.0 2.63 171 0.25 17 City of Wheat Ridge wrightsoft- 018 -Nov -10 :05:04 Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 4 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Component Constructions Job: 3058 Benton Street, Den... Date: October 10th, 2018 Rockview Designs Bedroom/Office By: Rockview Designs (MM) Rockview Designs Project Information For: Denver Design Build 3058 Benton Street, Denver, Co Construction descriptions Design • • • U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Denver Internationa, CO, US Btuh/fF-'F Indoor temperature (°F) 72 75 Elevation: 5430 ft Btuh Design TD (°F) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (°F) -3 91 Infiltration: 0.62 11 Dailyrange (°F) - 28 ( H ) Method Simplified 20.0 Wet bulb (°F) - 63 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.65 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/fF-'F ft'-'F/Btuh Btuh/ft' Stuh Btuh/ft' Btuh Walls 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum n 18 0.062 20.0 4.65 84 0.62 11 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud s 5 0.062 20.0 4.65 21 0.62 3 w 104 0.062 20.0 4.65 481 0.62 64 all 126 0.062 20.0 4.65 586 0.62 78 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" w 27 0.320 0 24.0 648 35.3 954 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 147 0.022 49.0 1.65 242 1.04 152 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar 147 0.035 30.0 2.63 385 0.25 37 ovr City of Wheat Ridge ' wrightmc f# 18 -Nov -10 08 :04 Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 5 Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Component Constructions Rock iew Designs Laundry Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Job: 3058 Benton Street, Den... Date: October 10th, 2018 By: Rockview Designs (MM) Location: Area Indoor: Heating Cooling Denver Internationa, CO, US Gain Indoor temperature (T) 72 75 Elevation: 5430 ft Btuh/ft' Design TD (TF) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (°F) -3 91 Infiltration: 321 0.62 Dailyrange (°F) - 28 (H ) Method Simplified Mt bulb (T) - 63 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/f2-°F ft'-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12D-5sw: Frm wall, wd ext, 3/8" wood shth, r-15 cav ins, 1/2" gypsum a 69 0.062 20.0 4.65 321 0.62 43 board int fnsh, r-5 ext bd ins, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" a 12 0.320 0 24.0 288 35.3 424 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 50 0.022 49.0 1.65 82 1.04 51 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar 50 0.035 30.0 2.63 130 0.25 13 ovr WNgh.Mofi'1t Comfort Builder by Wrightsoft 18.0.27 RSU30089 14C(>� ... Designs LLC\Loads\Carlie Gruel\3058 Benton. rup Calc = MJ8 Front Door faces: W City of Wheat Ridge 08:05:04 Page 6 Component Constructions Job: 3058 Benton Street, Den... Date: October 10th, 2018 '� Hall By: Rockview Designs (MM) RoZkview Designs Rockview Designs Project• • For: Denver Design Build 3058 Benton Street, Denver, Co Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) -3 Dailyrange (°F) - VVet bulb ('F) - VWnd speed (mph) 15.0 Indoor: Heating Cooling 72 Indoor temperature (°F) 75 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 91 Infiltration: 28 (H ) Method 63 Construction quality 7.5 Fireplaces Heating Cooling 72 75 75 16 30 50 38.2 -18.6 Simplified Semi -tight 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft'-'F ft'-"F/Btuh Btuh/ft' Btuh Btuh/W Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar ovr wriightse ft` Comfort Builder by Wrightsoft 18.0.27 RSU30089 ... Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W 63 0.022 49.0 1.65 103 1.04 65 63 0.035 30.0 2.63 164 0.25 16 ity of Wheat midge _ Project Summa Job: 3058 Benton Street, Den... Date: October 10th, 2018 Rockview Designs Entire House By: Rockview Designs (MM) Rockview Designs Pro'ect Information For: Denver Design Build 3058 Benton Street, Denver, Co Notes: Weather: Denver Internationa, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 91 °F Inside db 72 °F Inside db 75 °F Design TD 75 °F Design TD 16 °F 21 Daily range H Btuh Rate/swing multiplier Relative humidity 50 % 7241 Moisture difference -19 gr/Ib Heating Summary Structure 11311 Btuh Ducts 0 Btuh Central vent (29 cfm) 1959 Btuh Outside air Humidification 1847 Btuh Piping 0 Btuh Equipment load 15118 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi -tight 0 Heating Equipment Summary Make Trane Trade TRANE Model TUD2A040A9242A* AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 40000 Btuh 25280 Btuh 61 °F 463 cfm 0.041 cfm/Btuh 0.60 in H2O Sensible Cooling Equipment Load Sizing Structure He Co lin Area ft 651 6518 Volume (f 3) 5857 5857 Air changes/hour 0.41 0.22 Equiv. AVF (cfm) 40 21 Heating Equipment Summary Make Trane Trade TRANE Model TUD2A040A9242A* AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 40000 Btuh 25280 Btuh 61 °F 463 cfm 0.041 cfm/Btuh 0.60 in H2O Sensible Cooling Equipment Load Sizing Structure 6823 Btuh Ducts 0 Btuh Central vent (29 cfm) 418 Btuh Outside air AHRI ref Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 7241 Btuh Latent Cooling Equipment Load Sizing Structure 377 Btuh Ducts 0 Btuh Central vent (29 cfm) -301 Btuh Outside air AHRI ref Equipment latent load 77 Btuh Equipment Total Load (Sen+Lat) 7317 Btuh Req. total capacity at 1.00 SHR 0.6 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TTR40181_1 Coil 4TXCB003CC3 AHRI ref Efficiency 12.5 EER, 15 SEER Sensible cooling 17400 Btuh Latent cooling 0 Btuh Total cooling 17400 Btuh Actual air flow 697 cfm Air flow factor 0.102 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 0.99 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFftsoft' 2018 -Nov -10 08:05:04 Comfort Builder by Wdghtsoft 18.0.27 RSU30089 Page 1 Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W _ AED Assessment Job: 3058 Benton Street, Den... Date: October 10th, 2018 Rockview Designs Entire House By: Rockview Designs (MM) Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co w'dDay / H.* ✓ n. � ✓ neo limn Maximum hourly glazing load exceeds average by 51.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 687 Btuh (PFG - 1.3*AFG) -{ wrightsoft° 2018 -Nov -1008:05:04 * r Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 1 ACCK .. Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 72 75 Elevation: 5430 ft Design TD (°F) 75 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 38.2 -18.6 Dry bulb (°F) -3 91 Infiltration: Dailyrange (TF) - 28 ( H ) VVet bulb (T) - 63 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure w'dDay / H.* ✓ n. � ✓ neo limn Maximum hourly glazing load exceeds average by 51.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 687 Btuh (PFG - 1.3*AFG) -{ wrightsoft° 2018 -Nov -1008:05:04 * r Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 1 ACCK .. Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Right -JO Worksheet Job: 3058 Benton Street, Denver... Rcteitview [>esiQras Entire House Date: October 10th, 2018 Rockview Designs By: Rockview Designs (MM) 1 Room name Entire House Master Bedroom 2 Exposed wall 86.5 ft 28.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 5 Room dimensions Room area 650.8 ft' 1.0 x 216.8 ft 216.8 ft' Ty Construction U -value Or HTM I Area (f t') I Load I Area (f t') Load number (Btuh/ft'-°F (Btuh/f t') or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12D-5sw 0.062 n 4.65 0.62 54 54 251 33 0 0 0 0 V+J 12D-5sw 0.062 a 4.65 0.62 243 231 1074 143 0 0 0 0 C Low E 2012 0.320 a 24.00 35.32 12 0 288 424 0 0 0 0 12D-5sw 0.062 s 4.65 0.62 230 192 893 118 131 106 491 65 1 1 Low E 2012 0.320 s 24.00 18.20 38 0 900 683 25 0 600 455 V�/ 12D-5sw 0.062 w 4.65 0.62 252 188 872 116 122 84 391 52 —G Low E 2012 0.320 w 24.00 35.32 65 0 1548 2278 38 0 900 1325 C R-49 Ceiling 0.022 1.65 1.04 651 651 1074 676 217 217 358 225 F 20P -30c 0.035 2.63 0.25 651 651 1708 165 217 217 569 55 61 c) AED excursion 687 1 1 1 311 Envelope loss/gain 1 8608 5324 1 1 3308 2488 12 a) Infiltration 2703 309 875 100 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 2 460 Appliances/other 500 0 Subtotal (lines 6 to 13) 11311 6823 4183 3048 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 49 14 14 Subtotal 11311 6823 4231 3061 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 AolaegUomdl 1143111 66971 4173 306131 (adn) 1 1 1 63 1 1 wr�ghtxatt- dGf& _ ., Comfort Builder by Wrightsoft 18.0.27 RSU30089 Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces Ullding 8 -Nov -10 08:05:04 Page 1 Rockview Designs Right -J® Worksheet Entire House Rockview Designs Job: 3058 Benton Street, Denver... Date: October 10th, 2018 By: Rockview Designs (MM) 1 Room name Master Bathroom Master Closet 2 Exposed wall 21.0 ft 11.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.5 x 10.5 ft 1.0 x 65.3 ft 5 Room area 110.3 ft2 65.3 ft' Ty Construction U -value OrI HTM I Area (f t') I Load Area (ftp) I Load number (Btuh/f t' -°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12D-5sw 0.062 n 4.65 0.62 0 0 0 0 36 36 167 22 V+/ 12D-5sw 0.062 a 4.65 0.62 95 95 439 58 68 68 314 42 t—G Low E 2012 0.320 a 24.00 35.32 0 0 0 0 0 0 0 0 Vi! 12D-5sw 0.062 s 4.65 0.62 95 82 381 51 0 0 0 0 1 1 I—G Low E 2012 0.320 s 24.00 18.20 13 0 300 228 0 0 0 0 V+/ 12D-5sw 0.062 w 4.65 0.62 0 0 0 0 0 0 0 0 G Low E 2012 0.320 w 24.00 35.32 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 1.65 1.04 110 110 182 115 65 65 108 68 F 20P -30c 0.035 2.63 0.25 110 110 289 28 65 65 171 17 61 c) AED excursion 1 261 1 112 Envelope loss/gain 1592 505 1 1 760 136 12 a) Infiltration 656 75 359 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2248 580 1120 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 12 3 14 Subtotal 2248 580 1132 181 15 Duct loads -0% 0% 0 0 -0% 0% 0. 0 room load 2248 580 1132 181 uTotal Air required (cfm) I 92 59 1 1 46I 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r'� wrigF�tsai t- 2018 -Nov -10 08:05:04 Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 2 Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Right -J® Worksheet Job: 3058 Benton Street, Denver... Rockview OesigFIS Entire House Date: October 10th, 2018 Rockview Designs By: Rockview Designs (MM) 1 Room name Bedroom/Office Laundry 2 Exposed wall 17.0 ft 9.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 146.5 ft 5.5 x 9.0 ft 5 Room area 146.5 ft2 49.5 ft' Ty ConstructionU-value Or HTM I Area (ft') Load Area (ft') Load number (Btuh/ft2-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12D-5sw 0.062 n 4.65 0.62 18 18 84 11 0 0 0 0 V)J 12D-5sw 0.062 a 4.65 0.62 0 0 0 0 81 69 321 43 L --G Low E 2012 0.320 a 24.00 35.32 0 0 0 0 12 0 288 424 V�/ 12D-5sw 0.062 s 4.65 0.62 5 5 21 3 0 0 0 0 1 1 I_( Low E 2012 0.320 s 24.00 18.20 0 0 0 0 0 0 0 0 12D-5sw 0.062 w 4.65 0.62 131 104 481 64 0 0 0 0 Low E 2012 0.320 w 24.00 35.32 27 0 648 954 0 0 0 0 C R-49 Ceiling 0.022 1.65 1.04 147 147 242 152 50 50 82 51 F 20P -30c 0.035 2.63 0.25 147 147 385 37 50 50 130 13 6 c) AED excursion 1 374 -7 Envelope loss/gain 1860 1595 820 523 12 a) Infiltration 531 61 281 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 2391 1886 1102 1056 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 134 38 73 21 14 Subtotal 2525 1924 1175 1076 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 room load TAir ( 2103 1197 241 11481 1076 requiredal (c m) 1 I 110 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �°� wrlgi�tsot[ 2018 -Nov -1008:05:04 w Comfort Builder by Wrightsoft 18.0.27 RSU30089 Page 3 Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Rockview Designs Right -J® Worksheet Entire House Rockview Designs Job: 3058 Benton Street, Denver... Date: October 10th, 2018 By: Rockview Designs (MM) 1 Room name Hall 2 Exposed wall 0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 62.5 ft 5 Room area 62.5 ft' Ty Construction U -value Or HTM Area (ft') Load I Area Load number (Bt uh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12D-5sw 0.062 n 4.65 0.62 0 0 0 0 t—G 12D-5sw 0.062 a 4.65 0.62 0 0 0 0 Low E 2012 0.320 a 24.00 35.32 0 0 0 0 12D-5sw 0.062 s 4.65 0.62 0 0 0 0 1 1 Low E 2012 0.320 s 24.00 18.20 0 0 0 0 VtJ 12D-5sw 0.062 w 4.65 0.62 0 0 0 0 G Low E 2012 0.320 w 24.00 35.32 0 0 0 0 C R-49 Ceiling 0.022 1.65 1.04 63 63 103 65 F 20P -30c 0.035 2.63 0.25 63 63 164 16 6 c) AED excursion -5 Envelope loss/gain 267 76 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 267 76 Less external load 0 0 Less transfer 0 0 Redistribution -267 -76 14 Subtotal 0 0 15 Duct loads -0% 0% 0 0 Total room load 0 0 Air required (cfm) 0 0 fq� -t•}r v..rli�r.czorc- Comfort Builder by Wrightsoft 18.0.27 RSU30089 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W U. ticige Page 4 nruolua8 8g0E\lane agjeo\spe 9Z:90:90 0l-nOWMZ 68o0£flsa LZ 0 8l goslgbuM Aq jappe lJolwoo 6 abed L9 : l :aleos a�p�a leac��� mui 00'Januaa 'aa"s uoiva8 840£ ppq u6isa(j januad suBisoa MOIA)IDob :Joj (WW) SUBisa(3 MOIA){oob Aq pawJoJJad >peaoIOO Januaa `;aailg uo;ua8 890E :# qof a001:1 ulew Duct System Summary Entire House Rockview Designs Rockview Designs Project Information For: Denver Design Build 3058 Benton Street, Denver, Co External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0.29 in H2O 0.31 in H2O 0.176 / 0.134 in H2O 0.064 in/100ft 463 cfm 484 Job: 3058 Benton Street, Den... Date: October 10th, 2018 By: Rockview Designs (MM) Cooling 0.60 in H2O 0.29 in H2O 0.31 in H2O 0.176 / 0.134 in H2O 0.064 in/100ft 697 cfm Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bedroom/Office C 962 52 98 0.084 6.0 Ox 0 VIFx 18.1 190.0 st5 Bedroom/Office-A C 962 52 98 0.083 6.0 Ox 0 VIFx 22.4 190.0 st5 Laundry C 1076 48 110 0.102 6.0 Ox 0 VIFx 7.2 165.0 st4 Master Bathroom h 2248 92 59 0.064 7.0 Ox 0 VIFx 19.5 255.0 st2 Master Bedroom C 1531 87 156 0.097 7.0 Ox 0 VIFx 20.9 160.0 st7 Master Bedroom -A C 1531 87 156 0.096 7.0 Ox 0 VIFx 23.4 160.0 st7 Master Closet h 1132 46 18 0.066 5.0 Ox 0 VIFx 11.2 255.0 st2 Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk SO Peak AVF 463 697 0.064 314 13.2 16 x 20 ShtMetl st6 Peak AVF 290 384 0.064 173 10.5 16 x 20 ShtMetl st1 st7 Peak AVF 173 313 0.096 708 9.0 0 x 0 ShtMetl st1 st2 Peak AVF 138 78 0.064 396 8.0 0 x 0 ShtMetl st4 st4 Peak AVF 186 188 0.064 84 8.1 16 x 20 ShtMetl st6 st5 Peak AVF 103 197 0.083 563 8.0 0 x 0 ShtMetl st6 ^itY of Wheat Ric) ;ge wrrighitsotc _,. . . _..,... , .. Comfort Builder by Wrightsoft 18.0.27 RSU30089 ++ ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W 08:05:04 Page 1 Return Branch Detail Table Return Trunk Detail Table Name Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Peak AVF Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 312 391 147.2 0.091 497 12.0 Ox 0 VIFx rt1 rb2 Ox 0 151 306 209.5 0.064 390 12.0 Ox 0 VIFx rt1 Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk rt1 Peak AVF 463 697 0.064 358 11.1 14 x 20 ShtMetl City of wrightsserft 2,018 -Nov -10 08:05:04 .� .,. .. .._ .. Comfort Builder by Wrightsoft 18.0.27 RSU30089 f3�j;; , Pa� ; f ... Designs LLC\Loads\Cadie Gruel\3058 Benton.rup Calc = M,18 Front Door faces: W y u�VISpR,/` Duct system multi orientation report Job: 3058 Benton Street, Den... l fy,�` Date: October 10th, 2018 Ro&kview Desigrns Entire House By: Rockview Designs (MM) Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co Group 1: ( N, NE, SE, S, SW) Group 2: ( E, NW) Group 3: (W) Duct Name N NE E SE Reg CFM eg Size uct Size eg CFM reg Size I Duct Size I Reg CFM eg Size Duct Size eg CFM eg Size uct Size Supply Branches Bedroom/Office 98 c 10x6 6 93 c 10x6 6 77 c 10x6 6 85 c 10x6 6 Bedroom/Office-A 98 c 10x6 6 93 c 10x6 6 77 c 10x6 6 85 c 10x6 6 -aundrV 110c 10x6 6 101 c 10x6 6 99 c 10x6 6 121 c 10x6 6 Master Bathroom 92 h 12x6 7 92 h 12x6 7 104 c 12x6 7 92 h 12x6 7 Master Bedroom 156 c 12x6 7 155 c 12x6 7 158 c 12x6 7 156 c 12x6 7 Master Bedroom -A 156 c 12x6 7 155 c 12x6 7 158 c 12x6 7 156 c 12x6 7 Master Closet 46 h 10x6 5 46 h 10x6 5 46 h 10x6 5 46 h 10x6 5 Sui)r)lv Trunks t1 697 c 20x16 697 c 20x16 697 c 20x16 697 c 20x16 t6 384 c 20x16 386 c 20x16 381 c 20x16 385 c 20x16 t7 313c 9 311 c 9 316c 10 312c 9 t2 138 h 8 138 h 8 138 h 8 138 h 8 t4 188 C 20x16 201 c 20x16 227 c 20x16 214 c 20x16 t5 197 c 8 185 c 8 153 c 8 170 c 8 Return Branches rb1 391 c 14x14 12 411 c 14x14 12 444 c 14x14 12 1 406 c 14x14l 12 rb2 306 c 14x14 12 286 c 14x14 12 253 c 14x14 12 291 c 1414 12 Return Trunks rt1 697 c 20x14 697 c 20x14 697 c 20x14 697 c 20x14 Friction Rates Heating FR 0.064 0.064 0.064 0.064 Cooling FR 0.064 0.064 0.064 1 0.064 wrightsoW ,. .......,,.,. Comfort Builder by Wrightsoft 18.0.27 RSU30089 4 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W i Wheat Av, 10 E Project • • For: Denver Design Build 3058 Benton Street, Denver, Co Duct Name S S N Reg CFM eg Size Puct Size Reg CFM eg Size Duct Size Reg CFM reg Size Duct Size peg CFM eg Size Puct Size Supply Branches Bedroom/Office 94 c 10x6 6 75 c 10x6 6 55 c 10x6 6 77 c 10x6 6 Bedroom/Office-A 94 c 10x6 6 75 c 10x6 6 55 c 10x6 6 77 c 10x6 6 Laundry 145 c 10x6 6 138 c 10x6 6 115 c 10x6 6 106 c 10x6 6 Master Bathroom 92 h 12x6 7 92 h 12x6 7 122 c 12x6 8 92 h 12x6 7 Master Bedroom 145 c 12x6 7 148 c 12x6 7 163 c 12x6 7 166 cl 12x6 7 Master Bedroom -A 145 c 12x6 7 148 c 12x6 7 163 c 12x6 7 166 c 12x6 7 Master Closet 46 h 10x6 5 46 h 10x6 5 46 h 10x6 5 46 h 10x6 5 SupplV Trunks t1 697 c 20x16 697 c 20x16 697 c 20x16 697 c 20x16 t6 406 c 20x16 401 c 20x16 371 c 20x16 364 c 20x16 t7 291 c 1 9 296 c 9 1 326 c 10 333 c 10 t2 138 h 8 138 h 8 146 c 8 138 h 8 t4 218 c 20x16 250 c 20x16 261 c 20x16 210 c 20x16 t5 188c 8 150c 8 1100 7 154c 8 Return Branches rb1 364 c 14x14 12 409 c 14x14 12 471 c 1414 14 437 c 1414 12 rb2 333 c 1414 12 288 c 1414 12 226 c 1414 10 260 c 14x14 12 Return Trunks rt1 697 c 20x14 697 c 20x14 697 c 20x14 697 c 20x14 Friction Rates Heating FR 0.064 0.064 0.064 0.064 Cooling FR 0.064 0.064 0.064 0.064 * wrightsa^ ..,. ft.,.,-..«.�.,,u., Comfort Builder by Wrightsoft 18.0.27 RSU30089 AIMDesigns LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W City of VVlaeaa .Ridge 10 08:05:04 Page 2 Project Information For: Denver Design Build 3058 Benton Street, Denver, Co Duct Name Largest Smallest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size Supply Branches Bedroom/Office 98 c 10x6 6 55 c 10x6 6 Bedroom/Office-A 98 c 10x6 6 55 c 10x6 6 Laundry 145 c 10x6 6 99 c 10x6 6 Master Bathroom 122 c 12x6 8 92 h 12x6 7 Master Bedroom 166 c 12x6 7 145 c 12x6 7 Master Bedroom -A 166 c 12x6 7 145 c 12x6 7 Master Closet 46 h 10x6 5 46 h 10x6 5 Supply Trunks t1 697 c 20x16 697 c 20x16 t6 406 c 20x16 364 c 20x16 t7 333 c 10 291 c 9 t2 146 c 8 138 h 8 t4 261 c 20x16 188 c 20x16 t5 197 c 8 110 c 7 Return Branches rb1 471 c 14x14 14 364 c 14x14 12 rb2 333 c 14x14 12 226 c 1414 10 Return Trunks 1 397 c 20x14 697 c 20x14 Friction Rates Heating FR D.064 0.064 Cooling FR D.064 0.064 LIfy of Wheat . - wrightsaft �,..-- ... _ - Comfort Builder by Wrightsoft 18.0.27 RSU30089 /i7r✓�7L+�1a1 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W Static Pressure and Friction Rate Roakview Designs Entire House Rockview Designs For: Denver Design Build 3058 Benton Street, Denver, Co External static pressure Pressure losses Coil Heat exchanger Supply diffusers Return grilles Filter Humidifier Balancing damper Other device Available static pressure Measured length of run -out Measured length of trunk Equivalent length of fittings Total length Total effective length Supply Ducts Return Ducts Supply Return Job: 3058 Benton Street, Den... Date: October 10th, 2018 By: Rockview Designs (MM) Heating Cooling (in H2O) (in H2O) 0.60 0.60 0.15 0.15 0 0 0.03 0.01 0.03 0.02 0.08 O.OE 0 0 0 0 0 0 0.31 0.31 Supply Return (ft) (ft) 12 3 8 2 255 205 275 210 Heating Cooling (in/100ft) (in/100ft) 0.064 OK 0.064 0.064 OK 0.064 4AD=60, 9K=65, 8A3=30, 210=65, 1C=35: TotalEL=255 6M=20, 6C6=115, 11 G=S, 5A=40, 6CB=25: TotalEL=205 w.l'tp ,� ...,rightso..,..a ,.. , Comfort Builder by Wrightsoft 18.0.27 RSU30089 ... Designs LLC\Loads\Carlie Gruel\3058 Benton.rup Calc = MJ8 Front Door faces: W 484 OK OK city of 2018 -Nov -10 08:05:05 "'i -Y jiV Page 1 !SO> 2A180305 7 ) 941, V CUSHMAN GEOSCIENCE LLC Geotechnical Investigation and Foundation Recommendations 3058 Benton Street Wheat Ridge, CO 80214 Project Number 18-132 September 20, 2018 Prepared For G�� \e Denver Design Build 100 Kalamath St Denver, CO 80223 e��a Cushman Geoscience LLC 195 S Hoyt Street, Lakewood, Colorado 80226 303-475-7993 david.cushmangeo@gmail.c:om CONTENTS Scopeof Work........................................................................... Existing Construction and Site Conditions ................................ Proposed Construction............................................................. Subsurface Investigation........................................................... Subsurface Conditions.............................................................. Laboratory Test Results............................................................ Discussion of Expansive Soils .................................................... SitePreparation........................................................................ SiteExcavation.......................................................................... Foundation Recommendations................................................. Foundation Walls...................................................................... FloorSlabs................................................................................. Radon........................................................................................ Mold.......................................................................................... Crawlspace Recommendations................................................. Subsurface Drainage................................................................. Surface Drainage....................................................................... Exterior Flatwork....................................................................... Limitations and Exclusions........................................................ References................................................................................ Tables ....................................................................1 ....................................................................1 ....................................................................1 .................................................................... 2 .................................................................... 2 ................................................................I... 3 .................................................................... 3 .................................................................... 4 .................................................................... 4 .................................................................... 4 .................................................................... 5 ................................................................... 6 ................................................................... 7 .................................................................... 7 .................................................................... 7 .................................................................... 7 ................................................................... 8 ............................................I....................... 8 .................................................................... 8 .......................................... I........................ 9 Table 1: Subsurface Conditions Summary....................................................................................................2 Table 2: Groundwater Summary................................................................................................................... 2 Table 3: Laboratory Test Results Summary..................................................................................................3 Table 4: Summary of Risk Categories............................................................................................................3 Attachments Figures Appendix A Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 802 Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 1 As requested, Cushman Geoscience LLC (CG) has prepared geotechnical engineering recommendations for the proposed structures planned for the subject site. Scope of Work The scope included drilling exploratory boring(s), obtaining soils and/or bedrock samples at intervals in the bore holes, and subjecting the samples to various laboratory tests as outlined herein and providing geotechnical recommendations. The recommendations presented herein are based on the subsurface conditions observed in the boring(s) and the laboratory testing results. Additional subsurface exploration and/or laboratory testing may result in recommendations that may differ to some degree than those presented herein. There is no guarantee or warranty as to the uniformity of subsurface materials and conditions at the subject site. An additional discussion of the limitations of geotechnical engineering is included in Appendix A. As noted in the appendix, this report should be considered valid for 3 years after issuance. Existing Construction and Site Conditions The site is currently occupied by a residential structure. Based on information provided by the builder, we understand that the existing residence has a spread footing type foundation. At the time of the investigation the lot was vegetated with a good cover of irrigated grass, shrubs and trees. The ground surface has moderate slope to the south. Surficial Geology on the site is mapped as Loess of Holocene and Pleistocene age according to "Geologic map of the Arvada quadrangle, Adams, Denver, and Jefferson Counties, Colorado" by R.M. Lindvall, U.S. Geological Survey, Geologic Quadrangle Map GQ -1453, 1979. A geologic map is shown in Figure 1.1 Proposed Construction The proposed construction includes a 1 -story lateral addition over a deep crawlspace. The structure(s) will have steel reinforced concrete foundations and will be built with wood and/or steel framing and possible veneer materials. Structural loading will be relatively light consistent with the proposed construction, on the order of 300 to 3,000 pounds per linear foot. Site grading will be minimal. A site plan is presented on Figure 1.0. If the proposed construction varies significantly from that described above or herein, CG should be notified to re-evaluate the recommendations provided in this report as necessary. City of Wheat Ridge Building Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 2 Subsurface Investigation The subsurface investigation was performed by drilling one (1) test boring (B-1) on the lot at the approximate location(s) shown on Figure 1.0. The boring was drilled on August 15, 2018, using a 4" diameter, solid stem auger, powered by a CME -45 drill rig. As noted in the Boring Log, Figure 2.0, samples were obtained using a "modified California" sampler. The samples were obtained by driving the sampler into the subsurface materials at selected depths during drilling. The modified California sampler is a steel barrel sampler with a 2.5 -inch outside diameter and a 2 -inch inside diameterthat is fitted with 4 -inch long brass liners during sampling to facilitate retrieval and transport of relatively undisturbed samples of the subsurface materials. The sampler was driven into the subsurface materials using a 140 -pound hammer falling through a height of 30 inches. The number of blows required to drive the sampler 12 inches is recorded and provides an indication of the relative density of granular materials and relative consistency of cohesive, fine grained soils. Subsurface Conditions Subsurface conditions encountered in the test boring B-1 are summarized in Table 1 (below). A log of the test boring is presented on Figure 2.0. Note: al/ measurements are approximate based on tools and methods used in the field. Table 1: Subsurface Conditions Summary Boring No. Depth (feet) Soil Description Caving/Mud Depth (feet) 0-2 Sand, silty, brown B-1 2-20 Sandstone/Claystone bedrock, silty, hard to very hard, _ dry moist, brown, gray, orange -brown Groundwater encountered during drilling and measurements after drilling are summarized in Table 2 (below). Note: all rneosurements are approximate based on tools and methods used in the field. Table 2: Groundwater Summary Boring No. Time Relative to Drilling Groundwater Depth (feet) Caving/Mud Depth (feet) During drilling Not encountered - B-1 10 minutes after dry open 2 days after _ 18.5 open CstyOf Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 3 Laboratory Test Results Samples obtained during the geotechnical exploration program were returned to our laboratory where the soil descriptions and boring logs were reviewed by a senior geotechnical engineer or senior engineering geologist, Selected samples were then tested in the laboratory for moisture content, dry density, and swell -consolidation potential. Results of the laboratory tests are presented next to the boring log in Figure 2.0, in Table 3 (below) and in Figures 3.0 — 3.3. Table 3: Laboratory Test Results Summary Boring No. Depth (feet) Moisture Content (%) Dry Density (pcf) Swell Potential (%) Swell Pressure (psf) Swell Risk B-1 4 15.0 112 -0.2 N/A low B-1 9 20.6 107 0.6 2,700 low B-1 14 22.0 102 0.8 5,400 low B-1 19 19.9 109 0.3 1,600 low Discussion of Expansive Soils The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risk is presented in Appendix A. Table 4: Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, 1996. Note: The representative percent swell values presented are not necessarily measured val they are a judgment of the swell of the soil and bedrock profile likely to influence slab perfoi Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Bance. y 94 �` Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 4 Site Preparation Prior to site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other deleterious material. Stripped materials should be wasted off site in accordance with applicable regulations. However, non -hazardous stripped soil with vegetation can be used as shallow fill in non- structural, landscaped areas of the site. All manmade fill, or demolition debris should be removed from below the planned foundations and floor slabs, and replaced with properly compacted structural fill. Structural Fill Material: Imported structural fill material should be non -expansive at the recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the Unified Soil Classification System (USCS), and have a liquid limit less than 40 and a plasticity index less than 20. Frozen material, ice, snow, cobbles and boulders larger than 3 inches, debris and other deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate whether proposed on-site or imported materials are suitable structural fill. Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. Imported materials should be approved by the Geotechnical Engineer. Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD). Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 2 percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural areas should be compacted to at least 90 percent of the MDD. Site Excavation The silty sand soils classify as Type C soils per the OSHA Excavation Guide. All excavation slopes are to be laid back per the OSHA Excavation Guide for Type C soils at a maximum 34 -degree angle (1%2:1 Horizontal to Vertical). The excavations should be performed under the supervision of the contractors 'Competent Person' per the OSHA Excavation Guide. The slopes may require to be further laid back if seepage or instability is observed in the foundation excavations. The contractor should manage construction traffic and the placement of excavation spoils to maintain excavation slope stability. If site constraints prevent appropriate excavation sloping, the foundation excavation can be shored using drilled concrete piers. Our office can prepare an excavation shoring design for this project if needed. Foundation Recommendations A spread footing foundation supported on native soils or properly compacted structural-ftn—is recommended to support the proposed structure(s). It is our understanding that the existir g'resLde,rKe Wheat midge Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 \Building Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 5 has a shallow, spread footing foundation and we recommend matching existing and new/addition foundation types. Therefore the existing foundation type should be confirmed prior to construction. The new foundations should be designed based on a maximum allowable soil bearing pressure of: • 2000 psf at a typical ga rage/crawl space elevation (about 3 to 4 feet below grade). Some areas of soft and/or loose soils may be encountered in the foundation excavations. Soft or disturbed soils observed in the foundation excavation should be compacted in place or removed and replaced with structural fill. Any fill placed below foundations should consist of granular, non -expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698) near the optimum moisture content. Additional spread footing foundation design and construction considerations: 1. The total and differential settlements are estimated to be approximately 1 inch or less. 2. Spread footings should have a minimum width of 16 inches for continuous footings placed on material as described above, and 24 inches for isolated pads. 3. Footings, either isolated or continuous, should be backfilled or embedded into the grade a minimum of Von all sides. 4. Footings placed beneath unheated areas should have at least 36 inches of covering soils to protect from frost. This depth should be verified with the local building department. 5. Lateral resistance to the spread footings is based on both friction between the footing and its subsoil and passive earth pressures of the soils on the side of the footing. An ultimate coefficient of friction of 0.45, and a passive pressure based on an equivalent fluid weight of 280 pcf for the silty sand soils is recommended. 6. The foundation system should be reinforced to span an unsupported length of 10 feet. A representative of the Engineer should observe the foundation excavation prior to foundation construction and/or fill placement. 8. The foundation excavation should be protected from runoff, and multiple wetting and drying cycles. Runoff into the foundation excavation should be avoided. Foundation Walls Foundation walls which are laterally supported and expected to undergo a minimal amount of movement should be designed with based on a lateral "at -rest" earth pressure computed based on an equivalent fluid weight of 45 pcf if the onsite silty sand soils are used as backfill. Topsoil should not be used as backfill. The earth pressure can be reduced to 35 pcf for "active" conditions where significant wall deflection can occur, such as at site retaining walls. A passive pressure based on an equivalent fluid weight of 280 pcf for silty sand is recommended, These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. 7CIt-f Wl1e8r t e Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80226 Bu lding Divisor;' Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 6 All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as: adjacent buildings, traffic, construction materials and equipment. These pressures assume drained conditions behind the foundation walls. The buildup of water behind a foundation wall will increase the lateral pressures on the wall. Foundation Wall Backfill Placement: In landscape areas, foundation wall backfill should be compacted to at least 90% percent of the standard proctor maximum dry density (ASTM D 698) near the optimum moisture content (OMC). In areas of external and interior flatwork (i.e. sidewalks, driveways, garage slabs), foundation wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density (ASTM D 698) at or slightly above the optimum moisture content. Floor Slabs The onsite soils are suitable to support slab -on -ground construction, with a low risk of slab heave due to potentially expansive soils. Potential floor slab movement of less than 1 inch exists on the site near the ground surface assuming a depth of moisture variation ("depth of wetting") of about 20 feet. Structural floors over a crawlspace or minimum 12 -inch void space should be used if this potential movement is not acceptable to the owner or builder. Slab Design: To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints that allow for unrestrained vertical movement. Partitions should not be designed or constructed to bear on slabs supported on grade. A 3 -inch void should be established below or above partitions during construction and monitored and maintained by the owner after construction. The void space can be covered with a molding strip that is not attached to the partition. Joint spacing should be determined on floor thickness, nominal aggregate size, slump, and be consistent with the recognized guidelines such as the Portland Cement Association and the American Concrete Institute. Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings. Performance expectations should be taken into consideration in the selection of floor slab coverings. Past performance of existing slabs on grade should be considered when evaluating the risk of slab on grade performance for this site. Floor Slab Subgrade: Some areas of soft and/or loose soils may be encountered in the floor slab areas. Some subgrade improvement of these materials may be required at the time of excavation as directed by the engineer. Soft or disturbed soils observed in the excavation should be compacted on grade or removed and replaced with structural fill. Any fill placed below structural areas should consist of granular, non - expansive soil compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698) near the optimum moisture content. Plastic Moisture Barrier or Gravel Layer: Based on subsurface conditions observed in the test boring(s) and our understanding of the planned construction, a plastic moisture barrier and 4 -inch gravel layer to Whe'It Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado 80�iidin 9 Givisov,"(" Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 7 protect a slab at the garage level is optional for this site from a geotechnical standpoint. Applicable building codes may require these items. Interior Plumbing: All plumbing lines should be testing for leaks. Where plumbing lines enter through the slab, positive breaks should be provided. Connections to mechanical equipment should be flexible. Any new fill placed beneath floor slabs should be a non -expansive, granular material compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content. Radon Radon may be a potential concern in Colorado. If a crawl space is constructed it should be well ventilated. If a gravel layer is placed beneath the floor slab it can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted for more information regarding radon issues in this area. Radon Prevention methods should conform to EPA Radon Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994. Radon levels in the existing structure should also be considered when evaluating the need for a radon mitigation system for the new structure. Mold Mold can develop in crawl spaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels and should be sealed at the edges and seams. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Refer to A Brief Guide to Mold, Moisture and Your Home for additional information: EPA 402-K-02-003, dated September 2010, for more information. Crawlspace Recommendations A health and safety professional with experience in the design of crawlspaces can be consulted to provide recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include lining the crawlspace with polyethylene plastic that is sealed and mechanically attached to the foundation. Plastic should not be attached to the foundation within 6 inches of untreated wood members of the framing or flooring. Also, plastic should not be attached to metal framing members such as column posts, but can be attached to concrete foundations supporting column posts. Subsurface Drainage It is recommended that below grade, finished or usable living space be protected fr 96isurf,-�cwa� infiltration with a perimeter drain system. Based on our understanding of the proIt sed constructi Wheat Ridge Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 8 below grade finished space is not planned and thus a perimeter drain is optional frorn a geotechnical standpoint. ,applicable building codes may require these items. Surface Drainage The following drainage precautions should be observed and maintained at all times during and after construction: 2. Excessive wetting of the foundation excavation and sub -floor soils should be avoided. 3. Exterior backfill should be placed as recommended herein. 4. The ground should be sloped away from the building. A minimum slope 10% in the first 5 to 10 feet in landscaped areas and 3% in paved areas is recommended. 5. Roof down spouts should discharge well beyond foundation wall backfill zones. 6. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile should be used to control weed growth. 7. Any settling of foundation or foundation wall backfill should be re -graded to maintain the slopes noted above. Exterior Flatwork The subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum dry density near the optimum moisture content in areas of driveway pavement or approach apron for a garage, if constructed. Proof -rolling of these areas is recommended. Soft and deflecting areas should be removed and replaced with properly compacted fill. Limitations and Exclusions This study has been conducted in accordance with generally accepted geotechnical engineering practices using the degree and care and skill ordinarily exercised by members of the same profession currently practicing under the same or similar circumstances, and for use by the client for design purposes at the named site. The conclusions and recommendations presented in this report are based on the data obtained from the exploratory boring(s) drilled at the approximate location presented on Figure 1, and the proposed construction. An additional discussion of the limitations of geotechnical engineering practices is presented in Appendix A. An environmental assessment (ESA Phase I or II) of the site is outside our scope of work for this project. This report should also not be considered as an indication of the absenc :,nf_ as an evaluation of any potential environmental, geologic or mining hazards for the subject s City of Wheat Ridge Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Colorado Geotechnical Engineering Report Project No.: 18-132 9-20-18 Page 9 If during construction, fill, soil or water conditions appear to be different than that presented in this report, CG should be contacted to reevaluate the recommendations presented herein as necessary. A representative of our office must observe foundation excavations, pier installation, backfill operations, and foundation bearing strata, as applicable, in order to confirm the recommendations of this report. If you have any questions regarding this report, please contact our office. Cushman Geoscience LLC Prepared by: Reviewed by: D. v 40434 11 �O�FSSI�NAI-EN� David A. Cushman, P.G., CPG Scott Barton, P.E. Engineering Geologist Project Engineer Attachments— Figures 1.0 through 3.3 Appendix A — Important Information about This Report Distribution: Digitally Stamped PDF via email to addressee, printed copies mailed upon request References Foundations and Earth Structures, Naval Facilities Engineering Command Design Manuals 7.01 and 7.02, 09-01-1986 Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. City of Wheat Ridge Cushman Geoscience LLC 195 South Hoyt Street, Lakewood, Co NOTES: 1) Not to Scale 2) l$ indicates location ofexploratory test boring. � " i KEY: LOESS (HOLOCENE AND PLEISTT)CENE)—YaUovrish-brown to �-----� light -grayish -brown sandy silt. Dpper 2-4 feet (0.6-1 .2 m) may contain appreciable amounts of day and silty clay. Exhibits co- lumnar structure; slightly calcareous; slightly sticky when wet. Generally less than 10 feet (3 ro) think, huL may be as much as 20-25feet (6-7.Om) thick in northeastern part ofquadrangle ^` SITE LOCATION SOURCE: UndvaiR.M.1Q7Q. Geologic map of the Arvada quadrangle, Adams, Denver -and Jeffersbn Cou��C����US����Su��G��oOu���|o����4���m . � �� N - ' cuaHMAwosoSo/swce o B-1 0 5 -0.2 50/7 MC=15.0 5 DD=112 10 0.6 50/9 MC_20.6 10 DD=107 15 0.8 50/9.5 MC_22.0 15 DD=102 2 20 0.3 50/6 MC=19.9 20 DD=109 25 25, X 30 30 1 LEGEND: SAND, SILTY, BROWN SANDSTONE/CLAYSTONE BEDROCK, SILTY, HARD TO VERY HARD, MOIST, BROWN, GRAY, ORANGE -BROWN INDICATES A "MODIFIED CALIFORNIA" SAMPLER WAS DRIVEN 50/7 INDICATES THAT 50 BLOWS WITH A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A MODIFIED CALIFORNIA SAMPLER 7 INCHES INTO THE SUBSURFACE SOILS -0.2 INDICATES AMOUNT OF VOLUME CHANGE (%) AND DIRECTION OF SAMPLE MOVEMENT ON WETTING 2 INDICATES DEPTH TO GROUNDWATER AND NUMBER OF DAYS AFTER DRILLING WAS OBSERVED MC= INDICATES MOISTURE CONTENT (%) OF SAMPLE DD= INDICATES DRY DENSITY (pcf) OF SAMPLE -200= INDICATES AMOUNT OF MATERIAL PASSING NO. 200 SIEVE NOTES: 1) THE BORING WAS DRILLED ON AUGUST 15, 2018 WITH 4 -INCH DIAMETER, SOLID -STEM AUGER POWERED BY A CME -45 DRILLING RIG. 2) THE LOCATION OF THE BORING WAS DETERMINED APPROXIMATELY IN THE FIELD BY TAPING OR PACING FROM FEATURES ON THE SITE PLAN AND SHOULD ONLY BE CONSIDERED ACCURATE TO THE DEGREE IMPLIED BY THE METHOD USED. 3) CHANGES BETWEEN MATERIAL TYPES ARE APPROXIMATE AND TRANSITIONS MAY BE GRADUAL. GROUNDWATER ELEVATIONS MAY VARY SEASONALLY AND FROM YEAR TO YEAR DEPENDING ON CLIMATE AND OTHER FACTORS. 3058 Benton St, Wheat Ridge PROJECT NO. 18-132 CUSHMAN GEOSCIENCE BORING LOGS, LEGEND & NOTES IFIGURE NO. 2.0 n 6.0 5.0 4.0 -- -- -- --- - - ---- - - -- - - ----- ---- - - 3.0 2.0 .-.. 0O a 1.0 0.0 E > -1.0 0 a� -2.0 E -3.0 -4.0 - -5.0 -6.0 -7.0 100 10000 Vertical Pressure (PSF) Sample Description: Sandstone/Claystone Boring No. B-1 Moisture Content Deoth (ft) 4 Dry Density (pcf) CUSHMAN GEOSCIENCE Swell Swell Pressure (psf) 3058 Benton St, Wheat Ridge SWELL -CONSOLIDATION TEST Project No. 32 Figure NoRuildina Divisor .0 6.0 5.0 4.0 3.0 2.0 o 1.0 CD 0.0 E - 0 -1.0 -- 0 -2.0 - - --- - - -- - - --- - - - - ----- - - -- - - -- E -3.0 -4.0 -5.0 -6.0 -7.0 -3.0 100 10000 Vertical Pressure (PSF) Sam fle Description: Claystone, sandy Boring No. B-1 _ Moisture Content (%) 20.6 Depth (ft) 9 Dry Density (pcf) 107 Swell (%) 0.6 Swell Pressure (psf) 2,7010 :icy f USHMAN GEOSCIENCE F 3058 Benton St, Wheat Rg e Project NJ. V - SWELL -CONSOLIDATION TEST Figure No. BuildingDiivisgL, 6.0 5.0 4.0 3.0 2.0 0 1.0 0.0 E > -1.0 - - - -- -- -- - 2 -2.0 -3.0 W -4.0 - -5.0 -6.0 -7.0 -8.0 - 100 10000 Vertical Pressure (PSF) Sample Description: �Cla stone, sandy _ Boring No. B-1 Moisture Content %) 22.0 De i (ft) 14 Dry Density (pcf)_ 102 Swell (%) 0.8 Swell Pressure sf) ,4,00 3058 Benton St, Wheat Ridge Project Np• 18-132 r CUSHMAN GEOSCIENCE SWELL-CONSOLIDATION TEST Figure No. 1 3.2 6.0 5.0 4.0 3.0 2.0 0 1.0 0.0 > -1.0 0 as -2..0 E -3.0 -4.0 - -5.0 -6.0 -7.0 -8.0 - 100 10000 Vertical Pressure (PSF) Sample Description: Sandstone/Claystone _ Boring No. B-1 Moisture Content %) 19.9 De tli (ft) 19 Dry Densit �cf) 109 Swell % 0.3 Swell Pressure (psf) 1,600 #fie N', U11ding Divi,,., _ CUSHMAN GEOSCIENCE � 3058 Benton St, Wheat Ridge Pro�ect No. ,r/18-132 — SWELL -CONSOLIDATION TEST IFigure No. 3.3 Appendix A Important Information about this Report The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to provide geotechnical information and recommendations based on subsurface conditions for the site evaluated, the potential effects of those conditions on the proposed structure, and recommended foundation type for the proposed structure. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more rapid than indicated on the boring log(s). Actual subsurface conditions encountered during construction may differ from the subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative conclusions prior to construction regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. There are no guaranties or warranties implied or expressed. The owner and client must understand that uncertainties are associated with geotechnical engineering and must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would cost more money and take more time. To reduce the level of uncertainty, the report should only be used by the referenced client for the referenced project and the construction described in the report unless authorized in writing by CG. CG should be consulted to review changes to the proposed construction such as the nature, size, configuration, orientation, location or weight of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the location and time the report was prepared. The report should not be used more than three years after issuance unless reviewed and revised if needed by CG. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Table No.1 - Risk Categories Slab Performance Risk Cate o Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High 8 or greater 1 6 or greater Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 Wheat Ridge The slab performance generally associated with the slab performance risk Appendix A Important Information about this Report Page 2 Low slab cracking, differential movement and heave Moderate slab cracking, differential movement and heave, partial framing void and furnace plenum closure High to Very High large slab cracking, differential movement and heave, closed framing void and furnace plenum ivULe: MUM ur iess uamage can occur in any risx category aue to the variable nature of soil and bedrock. It is important to note that measured swell or expansion is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, f. Construction details and proposed use, and g. Local experience. Landscaping of the site following construction and owner maintenance will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement by increasing the potential for moisture content changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the house to, must understand the risks associated with construction in areas with expansive soils and must assume the responsibility for maintenance of the structure and the site. The owner and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils. City of , wheat Ridge u City of Wheat Ridge E -Res. A/C Replacement PERMIT - 201801457 PERMIT NO: 201801457 ISSUED: 05/21/2018 JOB ADDRESS: 3058 Benton ST EXPIRES: 05/21/2019 JOB DESCRIPTION: Remove existing AC unit and install 3ton, 16 SEER AC unit. *** CONTACTS *** OWNER (303)238-4250 OSBORNE COLLEEN ANNE SUB (720)870-1580 Dean Peterson 022447 Summit Heating & A/C Inc. SUB (719)632-1750 Brian Vossen 160082 Vossen Electric of CO, Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,510.27 FEES A/C Replacement 60.00 Total Valuation 0.00 Use Tax 115.72 ** TOTAL ** 175.72 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of theroperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attes that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying )tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Theiss ce or grantin f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app li any finance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. , Cityof heat I�dge CAMMUNIi-y DtvELoPM[NT Building & inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits&i.wheatridoe.coms FOR OFFICE USE ONLY Date: Plane—ft #-, U �( Plan Review Feet Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** r Property Address: Prooertv Owner (Dlease Drint): ,t /J_ Property Owner Email:,L/Po s( P tl !i ► 'SA/ . l t A l Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor: City of Wheat Ridge License #: 0'�q Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone• % L ��%�� / C� W CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub ContractorsMu t pr vide Wheat Ridge License No.): Electrical: �}S 'V' �I rC i - Plumbing: Mechanical: W.R, City License # 1) _ l0`„ W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL Description of work: (Check all that apply) ❑ RESIDENTIAL ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) O�RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT (� PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) e�IAe le Sq. FtJLF Amps n1--� ( (2- J Btu's Squares Gallons Other Project t5Value: (Contract value or the cost of all materials and labor included in the entire project) s _�/(02? OWNEWCONTRACTOR SIGNATURE. OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this pennit 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 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 on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (O Electronic Sienature (first and last name): (A1fTff0RJZED REPRESEIVTATJI E) &J- (0Ff-NER) (CONTRACTOR) DATE: � /7— 4 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer. OCCUPANCY CLASSIFICATION: BUILDING DEPARTMENT COMMENTS! Reviewer: Building Division Valuation: $ City of W b6atP,,Ticl�e r� COMMUNrry DEVELOPMENT SUB-CONTRACTOR AUTHORIZATION FORM 4 kli' &PPOCS001-1 Must bt signtd by vueh sult-rantruel(or confirming; the tame. Project Address: Permit #: General Contractor: Electrical Contractor - Wheat Ridge License # Company Name: Phone#: 6 sj i State License #: t Master #:--L_L —1q-1c� Sipatu4 of Authorized Agent Date �-Plumbing; Contractor - Wheat Ridge License Company Name:_ Phone #: State License #:– Master #:— Signature of Authorized Agent Mechanical Contractor -Wheat Ridge Licenic # Company Name: ti Signature of Authorized Agent Date Date *This application must be signed by each sub -contractor confirming the same, 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: 705_ FI)94 Job Address: 3 6 `) O Permit Number: 2-0.16 a lt7 ❑ No one available for inspection: Time 10 AM/PM Re -Inspection required: Yes &0 When correcti ns Pave been made, call for re -inspection at 303-234-5933 Date: %n �� Inspector: DO NOT REMOVE THIS NOTICE City of Wh6atfk dge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM 6 iu4 lJ)J)11LXJf11; 111USt 6V %1gliid llr raa°tt %uti-.otttrurtor confirming thr %ame. Project Address: Permit #: General Contractor: Electrical Contractor - Wheat Ridge License # I Company Name: State License #:_c Signature of Authorized Agent I Phone #: Master #: Plumbing Contractor - Wheat Ridge License Company Name: State License #: Signature of Authorized Agent Phone #: Master #: lI )_+ 15 Date Date Mechanical Contractor - Wheat Ridge License # C .:A9t/`J -7 Company Name: i Signature of Authorized Agent v Date *This application must be signed by each sub -contractor confirming the same. City of Wheat Ridge Residential Roofing PERMIT - 201702800 PERMIT NO: 201702800 ISSUED:. 06/28/2017 JOB ADDRESS: 3058 Benton ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Residential Re -roof to install Architectural asphalt shingles with ROOF DECKING - 23 sq. *** CONTACTS *** OWNER (303)898-2799 OSBORNE COLLEEN ANNE & HUGH SUB (720)838-8341 Clinton D. Camp 140192 Talon Restoration *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,707.88 FEES Total Valuation 0.00 Use Tax 161.87 Permit Fee 172.60 ** TOTAL ** 334.47 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding Aid -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702800 PERMIT NO: 201702800 ISSUED: 06/28/2017 JOB ADDRESS: 3058 Benton ST EXPIRES: 06/28/2018 JOB DESCRIPTION: Residential Re -roof to install Architectural asphalt shingles with ROOF DECKING - 23 sq. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further ttest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that al work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. s mss Jeri< Z1�' 20 Signature of OkNA or CONT CTOR (Circle one) Date I . This permit was issued based on the information provided in the pennit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance'with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to Field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick From: no-reply@ci.wheatri dge.co.us Sent: Friday, June 16, 2017 10:58 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application Ja This application is exclusively for new permits for residential roofs and for licensed Fn contractors only. This type of permit is ONLY being processed online--do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those m s documents at the time you are issued your permit. Permits are currently being t; processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3058 Benton Street Wheat Ridge CO 80214 Property Owner Name Osborne, Hugh Property Owner Phone (303) 898-2799 Number Property Owner Email Field not completed. Address ,$ 3-J4 -`tom Do you have a.signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Talon Restoration 140192 3038088660 Contractor Email Address info@talonre.com (permit pick-up instructions will be sent to this email) Retype Contractor Email info@talonre.com Address DESCRIPTION OF WORK / Are you re -decking the Yes roof? Description of Roofing Architectural Shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 23 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 23 V/ roofing material for this project Provide additional detail Re -roof here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 46m— '� by value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Marcos del Rio Email not displaying correctly? View it in your browser. 3 ..:, CLIENT/ CUSTOMER INFORMATION Owner: ccs/+, flsbdrw —r — 12354 E. Caley Ave. Unit 105 Address: Centennial, co8ollI City, State, Zip 016�� Tel: 303-808-8660 E -Fax: Phone/ Email: W -X38 • y2s-b www.TalonRE.com ,/C49 �L��` It is is understood that Talon Restoration and property owner(s) are entering into an agreement that authorizes Talon Restoration to represent owners) and pursue insurance carrier to recoverro ert damages storm related or otherwise. Talon Restoration represents completed to and warrants all work will be a p p y g approved insurance company specifications and to local city, county and state codes. owner(s) is financially responsible for labor and materials for code items not covered by ordinance and law endorsements on policy unless Otherwise stated in additional provisions below on this contract. Any upgrades in materials or accessories will be addressed in the additional provisions section -of the contract and will require owner(s) intials for approved increase in price if applicable. Agreed upon price will become the final contract price and Talon Restoration will receive all insurance proceeds for work completed by Talon Restoration. Owner(s) further understand and agree to pay any supplements approved by insurance company arrising during construction or not initially known or covered by insurance company at intitial inspection. Owner(s) agree to pay polity deductible per Part 1 Article 4 of title pursuant to section 6-22-105 and warrants Talon Restoration has not offered to pay, waive, or rebate any portion of the deductible applicable to claim. Any insurance proceeds authorized for work not completed by Talon Restoration will be retained by owner(,). If insurance company denies coverage for any reason, this contract will terminate and neither Talon Restoration nor owner(s) will be obligated to one another. Initials Additional Provisions: vti Remove �Llayer roof material 7/16" OSB (If required by code) Underlayment 151b Felt over 7/12 301b Leak Barrier (if required by code) Gable/Save Drip edge meta New plumbing jacks as required New roof vents as required 59 Re -flash wall/ chimney transitions Product Color ( Valleys closed FHA Open Clean out gutters IN Replace gutters Magnetic sweep of nails/metal debris Remove all debris from site Pull and clear permit with city 2 year workmanship warranty Owner and/or agent represents and warrants that any defect or weakness in the premises, structure, sub -structure, super -structure or points of attachment that might affect performance by contractor has been specifically and fully disclosed to contractor. Talon Restoration only guarantees work provided by it. Any pre-existing defects or other condition discovered by Talon Restoration in the course of performing its work, which may affect the performance of Talon Restoration, will be promptly disclosed to Owner and/or agent with repair recommendations and estimate of additional costs. As with any construction work, it is impossible to estimate everything that may be damaged, especially in areas we cannot see before beginning work. If anywhere along our progress unforeseen work needs to be done, we will communicate up front and wait for your approval before continuing work. Payment Schedule:"The initial payment will be due upon material delivery and the final payment will be due upon completion of construction. Talon Restoration will require payment of the ACV amount prior to start of construction. Any payments received from the customer before materials have been delivered will be in held in trust. INITIAL PAYMENT $ 1 ililc� J/�'��✓ FINAL PAYMENT Approx Start Date: Z01 7 Completion Date: _ TOTAL PROJECT PRICE $ -73WA ,94_ d pL.�L3 Insurance Company pew, Claim#_17J3707X4CW_ Mortgage Company Loan Owner her au rize lon Restoration to speak with mortgage company pertaining to claim processing only. 'f this line is not signed, authorization is not accepted. ACCEPTANCE OF PROPOSAL - The above Owner conditions are satisfactory and hereby accepted. Date: Talon Restoratio Y,.... - ,_ _ _ hf, . __ - Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections INSPECTION RECORD Occoanc�,pe 20d" � e � V INSPECTION REQUEST LINE: 234-5933 r (303) Inspec ions will not be performed unless this card is posted on the project site. ECallthe inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Lath / Wall Tie Foundation / P.E. Letter Final Electrical Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Electrical Rough Electric Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building Drywall Screw / Nail 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. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 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 from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insotimereouest(a7.ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C F1 r E M ice. Job Address: 3o56 13En+-neN 5-r Permit Number: 2 a/ -7 002 9 -7 A,',),J ro j P VU ❑ No one available for inspection: Time 6MMPM Re -Inspection required: Yesrc-a-'I'Ifor *When corrections have been mad re -inspection at 303-234-5933 Date: Inspector: 2.G�' �• N DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Electric PERMIT - 201700297 PERMIT NO: 201700297 JOB ADDRESS: 3058 Benton ST JOB DESCRIPTION: 200 amp service change ISSUED: 02/28/2017 EXPIRES: 02/28/2018 *** CONTACTS *** OWNER OSBORNE COLLEEN ANNE SUB (720)532-4956 Keith Lynn 100327 MZ Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 40.50 Permit Fee 93.35 ** TOTAL ** 133.85 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2014 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appl�ca le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the egal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe mit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be perfor ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original per t fee. 3. If this permit expires, a new permit may be requinred to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. R Signature of Chief Building Official Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. j4' wheat City of 1 le Date: _]�q COMMUNITY DEVELOPMENT Permit #. 17 00 Building Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: 30 S g 5.f Property Owner (p/ease print): q -t,, (� S belt /I,, Phone: 3 2_3,Y . J Z S C) MailingAddress: (if different than property address) Address: SG'vw� City, State, Contractor: 0A C j rCT f I Contractor License #: L;/; 32- 7 Phone: 3G , �l 3 -3 . `i Z Z(1 Sub Contractors: Company Name: License #: Expiration Date: Trade/Profession: Approval: Use of space (description): Description of work: ZG C t;Uvt�� S'C ;-V IIx Chan d 1 Plan Review (due at time of submittal): $ Sq. Ft./L. Ft added: Squares BTU's 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 other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required I Bldg Valuation: $ Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: C ity of comm � �l`4 .f C la " • �r +° ar � att !M � lip Ill s e a t Date. Plan i Permit Mechanical: City License (F It describe W rk to be performed - Attach " �d � o t a ddition al Review Fee (aura W little submittatl a F t, OWNERICONTRACTOR, SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this la ni'lit application are aaccuratc and do not v=olute applicable ordinances, hales or rce ulaatious ( die City of Whot Ridge or covIcnaants, eaasc:attctats or restrictions of mcord, that all ra easura:°ancrics shown and ulle aations taauale are as write, that t have read and area to abide by all conditiottts printed tail t application and that I aas unle fell responsibility for compliance with applicable City of W heat Ridge codes and ortlitaarttaces for work under any lx3 issued to etl tail this aapplivation, that t ata tlae legal owner or have been authorivul by the legal owner or the property to peyfo rn the described work and aura aako authorized y the legal owner of any entity included on this application to list that entity tali this azpplicatiom MaNummm DATIK- 1* 4' CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address /Permit Number: &6? r 7, �,awl z! i ❑ No one available for inspection:: Time /t h� ANJ6 M Re- Inspection required: Yes o When corrections have been made, call for re- inspection a( 303-234-5933 Date: - i Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax Inspection Type: RyiiolmG x`.l_aL Job Address: 9rn5'£9' 57" Permit Number: (J4'/,:312 89 20jco ❑ No one available for inspection: Time , ,'' o AM /PM Re- Inspection required: Yes When corrections have been made, call for re-inspection at 303 -234 -5933 Date: 1,91:910 F Inspecto G DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE r Building Inspection Division J (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: _�Ji S` z�7 1 5�. Permit Number: /�✓,✓ a f ❑ No one available for me AM /PM Re- Inspection required: Yes pVO ! i ce ! , * When corrections have been made, II for re- inspection at 303 - 234 -5933 i{ , Date: s Inspector: X7 DO NOT REMOVE THIS NOTICE INSPECTION NOTICE �`• Inspection Type: Job Address. $� 12 r Z l-) 5 > Permit Number: y ❑ No one available for inspection: J"e AM /PM Re- Inspection required: Yes /I�0 When corrections have been made, captor re- inspection at 303 - 234 -5933 Date: Inspector. � ea ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: kt� Job Address: Permit Number: o 1 3 )2 y X11 ❑ No one available for inspection: Time 3J AM /PM Re- Inspection required: Yes No "When corrections have been made, call fo e�inspectio at ,103-234-5933 Date: O f ` I � � Inspector: -- DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancy/Type IV LINE: (303) 234 -5933 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall I (CEG) Concrete Encased Ground - Reinforcing or Monolithic POUR FLOOR NNTIL ABOVE HAS BFFN SIGNFn Weatherproof /french Drain Sewer Service Lines.. Water Service Lines. ` - INSPECTIONS. FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. YOUR NO L.ONORETE UNTIL ABOVE HAS IBEEN SIGNED CONCRETE SLAB FLOOR """ Electrical (Underground) - Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR NNTIL ABOVE HAS BFFN SIGNFn ROUGHS p g all tie f l Service lectric lumbing g Rough Mechanical ABOVE INSP CTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation '! tDrywall Screw ;' � J6 FINALS Electrical 1 0 1 t " `Plumbing Mechanical' Roof Building Final Fire Department R.O.W &'Drainage - INSPECTIONS. FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ':Parking &'Landscaping. "NOTE:. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A - CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTNORIZATION <. OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER City of Wheat Ridge / Residential Electric PERMIT - 091715 PERMIT NO: 091715 ISSUED: 08/27/2009 JOB ADDRESS: .3058 BENTON ST EXPIRES: 02/23/2010 DESCRIPTION.: Add switch. and light in kitchen andremove.wiring CONTACTS owner 303/408-1178 Hugh Osbourn sub 303/736-2234. Rex Laymon.:. 06-0110 R:& D Electric & Lighting Desi PARCEL. INFO ZONE CODE:. UA FUSE: UA SUBDIVISION: 0525 BLOCK/LOT#:. 0/ **..FEE SUMMARY ESTIMATED PROJECT VALUATION: 800..00.. FEES Permit Fee 42.46 Total Valuation .00 ~G(~ Use Tax 14.40 "G L• TOTAL 56.86. 'Conditions:''- . Must comply w/•2003 IRC & 2005 NEC.. . Subject to :field inspections. 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 other applicable Wheat e Ordinances, for work under this permit. Plans subject to field inspection. Sign r n ctor/owner ..date T 1 This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the w~ 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 he 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 adrainage problem. S. 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 apermit 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,: Ia., rule or regulation. J All plan rev' w ubject to field inspections. Signatureo Chi Building Official : date INSPHC ON 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. - r, Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: Q~- Plan Permit ~ , D Property Address 38S3 &+4ro < Property Owner (please print): Mailing Address: (if different than property address) Contractor: Phone: Contractor License Phone: 2sr Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: /24-0 Ee*,~ Company Company: Exp. Date: S hlk ^ Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ PUO, n0 Dbs6ripti& of w,' k` hddl ~W~)\ 7n (as calculated per the Building Valuation Data sheet) ' Y '~'YrV~ ~IpIJ~ ~n WRii Jff Le fY. plied -J Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) CONTRACT or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: &-X L4 rWhF SIGNATURE: / Date: 2294 Bldg Valuation: $ City of Wheat Ridge r40000r, Residential Remodel PERMIT - 091312 PERMIT NO: 091312 ISSUED: 08/14/2009 JOB ADDRESS: 3058. BENTON ST' EXPIRES: 02/10/2010 DESCRIPTION.: Add kitchen nook (structural wall) ***-CONTACTS*** owner Hugh Osborne sub = 720/379-6928 M. Cannon Russell Jr 09-0148 THM-Contracting LLC` PARCELINFO ZONE CODE: R-1A -.USE: UA SUBDIVISION:. 0525 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED: PROJECT.. VALUATION: '.3,500.00. FEES Permit Fee 126.50 117' 4 Plan Review: Fee 82 , 23 r `7 ./l.- K"Y ,mil/t{ ) LL I 00 11 'g ~ Total Valuation 63 (G yr~ Ana Use Tax E r'-~^r-•,J .00 ' n 1~ ~ :TOTAL 271.73 Conditions: MR: Approved. KC:; Approved, per enginner. letter. and drawings. Subject to field inspection. Must' comply with 2003 IRC and all. applicable City of Wheat Ridge Municipal Codes. 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 other applicable Wheat Ridge. Ordinances, for work under this permit. Plans subject to field inspection. ft;' 62 signature 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. 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 anew. 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 ject to. field inspections. Signature of C e ilding :Official -.date INSPECTIO REQUEST LINE: (303)234-..5933 BUILDING. OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3.PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. F"'"4r City of Wheat Ridge Building Division xo A. °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 COtORPa~~ ~ Inspection Line: 303-234-5933 Building Permit Application .,.~kc,.., - 3058 Date: ~ 7M 77, Fo Plan Oq --~2q5 Permit 061,9L. Property Owner (please print): p,,k d5bo yL Phone: Mailing Address: (if different than property address) Address: State, Co[~ractcr: OA,\ Contractor License U 9O l cA Phone: o 3-Fyy_a-,~ $ub}Conh'a~ctors` Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): ;k e~ '~3,P, rcP rwF Construction Value: $ . ;1)n (as calculated per the Building Valuati AJaw' D, rla/-e f00,tSl A~C 5~ wa,(t Plan Review (due at time of submittal): Sq. Ft./L.Ft added: 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 other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: ~(OW/N'~ER) ONTRACTO or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: C-11 .0,.,`?.Syr('f 5 SIGNATURE: /7•~-~--~c}L!~n_ Date: vo K'~ PARAMOUNT ENGINEERING, INC. July 29, 2009 Mr. Hugh Osborne 3058 Benton Street Wheat Ridge, Colorado 80033 RE: Structural Opening in Existing Load Bearing Wall Project No.: 584-09-132 Dear Mr. Osborne; Paramount Engineering, Inc. has reviewed the existing residence interior wall with regards to placing a new opening. The existing wall is located between the North sitting area and the Kitchen. The review is based on a visual review of the structure and is not warranted to be exact or inclusive of the entire structure. The existing wall between the sitting area and the kitchen was not originally intended to be a load bearing wall. The first floor framing and associated interior masonry wall are not in line with the wall above. There have been numerous additions and alterations to the original residence and interior roof supports have been added near the interior wall, causing the need to develop a load path to the foundation. We recommend that the existing wall be opened as required, with a new 2-2x10 header placed above the existing opening and the proposed new opening, with a minimum of 3 2-2x4 support posts, placed as required onto the first floor framing, as determined in the field. The existing roof supports, currently placed on the ceiling joists, shall be relocated to bear directly onto the wall. The first floor framing shall be reinforced between the existing masonry walls with 3 new 5 LVL joists, placed under the proposed new header support posts. The exact location of the joists and header support posts shall be determined in the field. If you should have any additional questions or comments, please feel free to call us at (303) 202-6475..0 o a n u~w iii,, 9 Sincerely; oo=_ 32066 Paul F. Dalton, Paramount Em 2700 Youngfield Street Suite 101 Lakewood, Colorado 80215 Phone: (303) 202-6475 Fax:(303). 202-6480 City of Wheat Ridge y, l Residential Fence PERMIT - 090221 )Y. E PERMIT NO: 090221 - 'ISSUED:' 03/17/2009 JOB ADDRESS: 3058 BENTON ST 'EXPIRES: 09/13/2009 DESCRIPTION:, 6' composite privacy fence 102 lineal feet: >ti CONTACTS ***5''; OWNER 303/238-4250 Hie 'Osborne' 1'~' sub : 303/217-3346 Ray/Deanna Davis 09-0048 RD Davis Enterprises LLC PARCEL INFO ZONE CODE: R 1C- USE: sfr s SUBDIVISION:' 0525': '.BLOCK/LOT#: 0/,. 7,. ` FEE SUMMARY ESTIMATED PROJECT VALUATION: `1,224.00'. FEES Permit Fee 62.31 r-" Plan Review 'Fee 40.5 ~ Total Valuation .00 Use Tax 22.03 , a~C9rJ 0 TOTAL 124.84 Conditions: Note: Owner/Contractor is responsible for locating proeprty lines and Constructing!. improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information Y; submitted within the plan set and any construction errors resulting from r inaccurate information. AT: Approved.' Subject to field inspection. I hereby certify that the setback distances proposed,by this permit application are accurate, and do not violate. applicable ;~3* ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all date nce with the provisions set forth;. in your applical ng Regulations and Building Codes of Wheat-Ridge,':. N REQ EST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855- UST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.'. oFWHrq~ City of Wheat Ridge Building Division °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 c ° Inspection Line: 303-234-5933 ~<ORP~ ~ Building Permit Application Date: (),3 Plan l~ -C S jyG~ Permit #:U~. p~ 30S-e Se;y7-dk) y-T. Property Owner (please print): X/t/c, ia(-Born c Phone: 3403 b?3elp' WS27 Mailing Address: (If different than property address) Address: City, State, Zip: iiiif to'r: D. D,,401S- E AAF2.P.n /Sf- 7 d Contractor License Phone: -''O tai'GoD# bA Electrical City License Company: Exp. Date: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Use of space (description): A¢ 1) Construction Value: $ ' SI n(as calculated per the Buildibg Valued G' ~/ly~l ~^,,,,pQ,~ llr y ~Cr C ~~fj C L Plan Review (due at time of submittal): Y" Sq. Ft/L.Ft dded: 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 other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAME: AA, c.,~L3dl✓cr/Yl. f> SIGNATURE: Date: ?-le'Jf A~T- w ~y a - 6 0 3 c4 a r x- a a of of w l wl wl Rl ~ to S 6 Q 2 6 Q 6 I iI IJi £ O N a m ICI ~ R~ V O w 0 .C v 0 _ LO M >1 .1 "C C a E U w ~-0 ~O O .v b a w ~ o f rni 0 w O w ~ ® ` ~ U o w' 0 0 ..C o r O ~ O 1~ d oRi P] o a N ' v U W ~ .z v v q -d x o R W O ~ 3 w ~ ~ m . B F, m . b O ~ LC s o ~ R v L °J vi x T ¢ o ~x ~ x ° 3 ~ 0 p W Lai m ~o N0 14 p J Pj Ay Ot. Ov Ox HEARTLAND PrairiePicketTM Properties Dimensions (actual) 0.375' (thick), 5.125" (wide), 72.0" (long) Compressive Strength 5,791 PSI ASTM D 695 Modulus of Elasticity 479,000 PSI ASTM D 695 COEF of Linear Thermal Exp. x axis, m/m degree C ASTM E 831-93 000066 z axis, m/m degree C .000114 ASTM E 831-93 Flame Spread Factor (Fs) 6.16 ASTM E 162 Radiant Panel Index (Is) 180 ASTM E 162 Modulus of Elasticity rn C6 700000 600000 500000 s v 400000 E rr fir 300000 200000 r 100000 d ~Poly TrexUSPLMDF Plywood Weather HEARTH Lumber Best LAND ®Seriesl 103000 175040 290004 410000 474000 541000 654000 N a 5000 4000 3000 2000 1000 0 Ultimate Tensile Strength Trez I USPL I TTechr I LumPoly ber I Best Weather MDF I. LHEART AND ®Seriesi '654 1700 1810 2630 .3096 4060 4446 a ~ ~ c a C-D c r IS'; _p `J A, f °I`, r 8® ~~•`srra'.~ HEARTLAND 81 tnfl0MFlo SS T E $ rairieFence T M UV Resistance: In an environment chamber exposed to UV light, moisture, and chemicals for approximately 2000 to 2500 hours, the sample exterior (approx. lmm) was mildly bleached. The sample was still hard and resilient below the surface with no other visible damage. Most wood samples including treated ones would show signs of severe degradation. Deflection: Heartland's product contains recycled HDPE. Under certain circumstances, depending upon climate, environment and topography Heartland's products may "deflect" or expand, which is beyond the manufacturer's control. Adding a fourth backer rail, PrairieRailTM, will help counter this natural occurring phenomenon. Please contact Heartland's customer service department to speak with a technical advisor regarding deflection questions and concerns. Color: Heartland BioComposites product is naturally light to dark brown and can be dyed in the production process virtually any color. Based on color retention tests per ASTM D-4329, Heartland's composites retain color up to 50% better than typical wood-plastic composites. Delta E of 11.54 (Heartland) compared to 16.0-20.0 (wood-plastic composites) at 2,500 hours. Cost: Our product is typically cheaper than other commercially availale composites. Strength: Heartland's composite is stronger than commercially available wood-plastic composites based on information available in the public domain. Strength Tests: Heartland's Composite vs. Leading Competitors "Note: Tensile is a measure of "breaking strength" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE. (303-234.S933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: HUGH OSBORNE Property Address: 3058 BENTON ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN I hereby certify that the setback distances proposed by this permit application are accurate, a 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 allegation 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 Suildin Code (U.B.C.) and all other applicable ~di~es'J"'7^'ork under this permit. (OWNER)(CONTRACTOR) SIGNED ~TE S; Description: RE-ROOF FAULTY ROOF ON EAST ADDITION AND ROLLED ROOFING. WORK WILL INVOLVE TEARIN NEW MATERIAL INCLUDES 10-YR MANUFACTURE Building Permit Number: 17840 Date: 101512004 Phone: 238-4250 Phone: Valuation: Permit Fee: Plan Review Fee: Use Tax: $1,582.00 $74.22 $0.00 $31.64 $105.86 Total: Use: OUTH PORCH WI MULE HIDE SA-SBS OFF EXISTING MATERIAL TO DECK. S WARRANTY. 600 SQ. FT. BUILDING DEPARTMENT USE NL Y SIC: zoeeommllnUl: Approval: Zoning: 'bilrding~eiit.b Approval: IIlblicwmJ<s C;~nts: Approval: Occupancy: Walls: Documents from onsite for final ro roofing materials lIO MPH three-s MPH wind load-- Roof: Storie Electrical License No : Company: Plumbing License No : Company: Expiration Dale: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is su Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from i abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one.half the amount normally re original plans and specifications and any suspension or abandonment has not exceeded one (1) exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a draina Contractor shall notify the Buildin r twenty-four (24) hours in advance for all inspection proceediing wit ssiv ses of the jo . The issu . ~~aPRr rawings and specifications shall not be construed t provi . n ~";; 0 er ordinance, law, rule or regulation. (4) (5) (6) e manufacturer shall be inspection which specify ave been installed to meet ond wind gusto-me (90 C). Residential Units: Mechanical License No : Company: Expiration Date: Approval: sct to the laws of the State of Colorado and to the Zoning eCity. us date or (B) the building authorized is suspended or ired, provided no changes have been or will be made in the ar. If changes are made or if suspension or abandonment problem. and shall receive written approval on inspection card before be a permit for, nor an approval of, any violation of the Chief Building Inspector Please sign Terms and Conditions on rev rse side of page. ~~' .H[~r 1', ~ 0 - 0 o ~ COLOR/>..OO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80033 - (303-235-2855) APPLICATI S~ ~tcI-STO.u Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Phone: ~ O::s - 7---:5 "D- c.(. ~Sa S~,-F Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT onstruction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:!!; Total:$ /:3lf,;;J. 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 VVheat 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 (U.B.C) and all other applicable VVheat Ridge Ordinances, for work under this permit. {OWNER)(C6tlTR'ST-'3R):SIGNED ~. ~ATE lc:ls-(OJo/ (OWNER)(Oetm<l'Sj:9R):PRINTED~ E.~~~ DATE lD(5!O~ 77_ ~__~ ~. . ',-,y ~o~ e>;..J EAs .L..:Dt>\"O-"> "---.0U Sou"N-t Description: --=- ,~~ ~............, . 1 7~~e.-+t vJ\'~ /'lv~ +\\"DE.. :SA..- 'SolS S l<.D..... Et) \2=~\Nc,... \.}..)C~ w\'-__ \NUC>1....vE- 1~"Ll/l:lG- c,~ E><tSTI G- t\...I.....~"i"<.>.-A..'- "'" ---=c:.J".... !0JEvJ /A.l.-~\~ \to",-~s \O_y~"M..J..cI0<...J"P~~~l'O-K~' v.JA.:~3-},...J.-J\"Y -C-~A.L- ki A..\"?\1=}<. ,=,00.sa;> ."po. BUILDING DEPARTMENT USE 0 SIC: Sq.Ft.: q5 Sq. Ft. added ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: ccupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: A roval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your appli tion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes ofVVheat Ridge, olorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within six (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the a aunt normally required, provided no changes have been or will be made in the original plans and specifications and any susp nsion or abandonment has not exceeded one (1) year. ]f changes have been or if suspension or abandonment exceeds one ) 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 wat causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advan for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the 'ob. (6) The issuance of a permit or the approval of drawings and specifications sha not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other rdinance, law, rule or regulation. Chief Building Officiai COMMUNITY OEVELOPM NT DEPT. Inspection Services ivision (303) 235-2855 Correction N Job Address: 30 5 ;3 ~\\.J-'tO\~ , Iw <;;:l<>V~ ""- ..\. ;;\ c~~~~ ~ y-..-",\ b When corrections have been made, call for r _inspection at 303-234-5933. Date: L-f - I..J-C) Inspector DO NOT REMOVE THIS OTlCE " - COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: HUGH OSBORNE Property Address: 3058 BENTON ST Contractor License No. : 20415 Company: RAW. BUILDERS OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN I hereby certify that the setback distances proposed by this permit application are accurate, an 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. OWNER)(CONTRACTOR) SIGNED DATE Description: 28' X 22' GARAGE. 29' X 12' PATIO ENCLOSURE BUILDING DEPARTMENT USE NL Y Zoniijg,Comnllllii Approval: MA Zoning: R-1 C B~lI[lngi~~ts: , Approval: BG IirCitiltc W07l:r:s~CT!," c'e~s:' lil\L~. < !11!\'" PJTI!!1tiI1IL Approval: Occupancy: Walls: 4/23/02 Roof: Storie Electrical License No : 20549 Company :Comfort Electric Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No :21534 Company :ARTHUR PLUMBING MECH., INC Expiration Date: 2/12/2004 Approvai: OK/KS ~uilding Permit Number: Date: Phone: 238-4250 Phone: 233-9402 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: Use: SIC: Sq. Ft.: 15469 5/712003 $50,000.00 $836.95 $544.02 $600.00 $1,980.97 if" ...L -. -, ,j Illh (, IlCL '~\lt(~. Mechanical License No: 21042 Company: Allways Ken's Heating & AlC Expiration Date: 7/16/2004 Approval: OK/KS Chief Building Inspector Please sign Terms and Conditions on reVE se side of page. Resi.dehtial Units: (1) This pe~mit was issue~ in accordance with ~he provisions set forth in yopur ~pplicatio~ and is sub cl t? ~,Iaws of the State of Colorado and to the ,ZCIOi-ng Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordmances of I e City. -.,--...--/,. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from i ue date or (BJtl'Ia-buildin9 authori~ tS"suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally rec ired, 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) ear. If changes are made 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 drainag problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections nd shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to e a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. From: Robert Wojtkiewicz To: 3032352857 Date: 7/16/2003 Time: 1:2 :08PM BUILDERS 1990 Eaton St....t, Edgewater, CO 80214 303-233-9402 Fax 303-233-3312 nextell12878 To: City of Whe.tridge Building Dept From: Robert Wojtkiewicz DATE: July 18, 2003 RE: 3058 Benton Street VA &-'1 Comments: We are not using Empire Heating & air to do our work at the above add s. We are using Always's Ken Heating & Air $71''''7- Thank You ~~W~~ Page 1 ofl (1',,- k ~ I.: ,j ~ Wheat Ridge Wate DIRECTORS CLANCY DEGENHART. PAT GARRITY. JAMES MALONE. FR NK STITES. BILL TREFZ April 29, 2003 Mr. Hugh Osborne 3058 Benton Street Wheat Ridge, Colo. 80212 Dear Mr. Osborne, District In response to your request to extend a water service-line to an out building, please be advised of the following: The Wheat Ridge Water District, by contract, follows the 0 erating Rules as defined by the Denver Water Board of Water Commissioners. After a discussion with the Denver Water Department it w determined that, although we understand your request, no extension of the domestic w ter service-line is allowed to a non attached out building. Sincerely, ~.1-1- f?-ttf Walt Pettit, District Manager Wheat Ridge Water District cc: City of Wheat Ridge Building Department P.O. BOX 637 . 6827 w. 38TH AVENUE . WHEAT RIDGE. C LORADG 80034-0637 PHONE (303) 424-2844 . FAX (303) 423-9 62 Wheat Ridge Wate DIRECTORS District CLANCY DEGENHART" PAT GARRITY" JAMES MALONE' FR NK STITES' BILL TREFZ April 29, 2003 Mr. Hugh Osborne 3058 Benton Street Wheat Ridge, Colo. 80212 Dear Mr. Osborne, In response to your request to extend a water service-line to out building, please be advised of the following: The Wheat Ridge Water District, by contract, follows the 0 erating Rules as defined by the Denver Water Board of Water Commissioners. After a discussion with the Denver Water Department it w we understand your request, no extension of the domestic to a non attached out building. Sincerely, tJ,1.f- f?-rtf Walt Pettit, District Manager Wheat Ridge Water District cc: City of Wheat Ridge Building Department determined that, although ter service-line is allowed P.O. BOX 637 .. 6827 W. 38TH AVENUE . WHEAT RIDGE, OLORADO 80034-0637 PHONE (303) 424-2844 .. FAX (303) 423 462 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: HUGH OSBORNE Property Address: 3058 BENTON ST Contractor License No. : 20415 Company: RAW. BUILDERS OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN I hereby certify that the setback distances proposed by this permit application are accurate, an 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 itions printed on this application, and lhat I assume full responsibility f Ii with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe ld nee or work 's permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: 28' X 22' GARAGE. 29' X 12' PATIO ENCLOSURE BUILDING DEPARTMENT USE NL Y ZoningCqmrnent!>; Approval: MA Zoning: R-1 C BUildiilg Commehts: Approval: BG , "C""'1Y."'...' Public WQrKs Comment!>.:. Approval: 4/23/02 Occupancy: Walls: Roof: Storie Electrical License No : 20549 Company : Comfort Electric Expiration Date: 2/28/2005 Approval: OK/KS Plumbing License No :21534 Company :ARTHUR PLUMBING MECH., iNC Expiration Date: 2/12/2004 Approval: OK/KS uilding Permit Number: 15469 Date: 517/2003 Phone: 238-4250 Phone: 233-9402 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $50,00000 $836.95 $544.02 $600.00 $1,980.97 Total: Use: 1k~~~ SIC: Sq. Ft.: Please Note: lCOIIlnIclor.ls r:'ponsible for loc3t;"Z ~ropetlyl constructIng Improvements <lc','cJ:.(F)~: to tho ved plan and req~ired devetopmc;", 31;',. 's..' ty is not responslbJe for maccur;Ac In[c ')0 'tted within the plan set and any CC.";~L , I ts resulting from inaccurate informatiun. . Residential Units: Mechanical License No : 17701 Company: Empire Mechanical Systems Expiration Date: 7/24/2003 Approval: OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub ctto the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of t e City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from i ue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally re ired, 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) ar. If changes are made 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 drainag problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections nd shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to e a permit for, nor an approval of, any violation of the provisions of the I g codes or yother ordinance, law, rule or regulation. Chief Bui! ~' "'H",1'/ ~ 0 - CO " '" C'OL OR p..r:p COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) . A.PPLlCfTIO Cl zy!30,e.;vti 2~,v~r / Properry Owner: \ Property Address: Contractor License No.: Company: J/",j'.4 ;:3C:>S8 O\VNERlCONTRACTOR SIGNATURE OFUNDERSTANDlNG AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements onestrictions of record; thatall 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 complian with the Wheat Ridge Building Code (U.B.C) and all other applicable heat Rid dinances, for work under }hispermit. -;] I . "";;;"1<) ~OWNER)(CONrRACTOR)' SIGNED DESCRIPTION: 28; X;l 2- j2. 9 '? / z., DATE# ~~~' ~ T/~ e;;vC-k BUILDING DEPARTMENT USE ONL ZONING COMMENTS: Approval: Zoning: -\l'--A '-i!2"-;/tr.--" 1<-- \C-. BUILDING COMMENTS: Approval: Building Permit Nwnber: Date: Phone::Z 3? - f.,,2 SO Phone: 2- 3 3 - f :/ {J 2...- C nstruction Value:$ 5'"%",C> Permit Fee:$ Ian Review Fee:$ Use Tax:$ Total:$ ,pJ SIC: "'V_.r _(' \ \. ~-\, I.' \)' 1..\._\ . \ \ \ y ",- ("\....'\\ p\ t ~\'- .\ This permit was issued in accordance with the provisions set forth in your application and is subject to e 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 C This pcnnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tc or (B) the building authorized is suspended or abandoned for a period of 120 days. If this pcnnit expires, a new pcnnitmay be acquired for a fee ofOIlc-halfthe llIIlOunt normally required, ovided no changes have been or v.oill be made in the original plaos and specifications and any suspension or abandonmenthas not exceeded one (1) year. If hanges have been or if suspension or ab.andonmcnt exceeds one (1) year, full fees shall be paid for a new permit No work ofanyma.nner shall be done that will change the natunl flow ofwatercausiDg a drainage pro em. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and s receive written approval on inspection card before proceeding with successivcphases of the job. The issuance of a permit or the approval of drawings and specifications shall Dot be construed to be a provisions of the builcling codes or any other ordinance, law, role orrcgulation. , PUBLIC; WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: r;;:Ctric;U License No: 2P~q Plwnbing Licegse N"o~~IC) 7~L' \.;~mpany: L'\VL.(~,\ f.le (.~ mPanY:~.. . ... ~1 'A d I"",~f,. Itch,,"',,) Expiration Date: Expiration Date: - Approval: Approval: (1) (2) (') (4) (') (6) / / t ; ~;_.;..' _/' r~ Chief Building Inspector Residential Units: ....,... 'I -, .r_: J Mechanical License No: v: ._ ,/~)r-. ~ ompany:ft::J6-tv7 ~-~ ~' 7 xpiration Dateftlfl)-e., He e,~ "I7F ~ Approval: "t for, nor an approval of, any violation of the 100 Feet Property appraisal system Page I of I f10me Pruperly Records I (";cnc."al Infn,-ulutioll ~ -- print~LI~'IiGnd Iy J)Jlge ~ Sch:021393 Parcel ID:39-254-02-014 Status:Active Pro erty Type:Residentia1 IProperty Addressll03058 BENTON ST I IlwHEA T RIDGE CO 80214 I IMailing Address:IISAME ADDRESS AS PROPERTY I I II I IOwner Name I IGILLESPIE COLLEEN Al IArea:2 I INeighborhood: Q412 24,25,26-3-69 BUILT 1950'S I ISubdivision Name: 567400 ()UNGER GARDENSI !SlockllLot IIKey]ISectionllTownshipllRangcllQuarterSectionl Land Sqft 122[]100101D~13 I@OI 10 122[]100091D~13 I@O SE 0 DDDDI IDTotal 0 Isale Date IISale AmountllDeed Type 101-09-198011 011 I 101-14-198011 OllQuit Claim Deed - Joint Tenancyl 109-15.199711 OllDeath Certificate I 109-21-199811 142,OOOllWarranty Deed I 111-15-200011 200,OOOllWarranty Deed I eception ;(JI\VERIJI '00038.JR .0477027 IJ701082 '1145.J04 LQ~atioILM<:lp/AdditiQllalJnfQrmatiQn Send mail to ;lj~<;:;;,\\lrg,r().Jo;fl:o;r~nII.Co.ll~ with questions or comments about this ebsite. Copyright@2003,JeffersonCounty, Colorado. All rights reserved. l\Map, 0 f}l O\ytQQ~l JQQUL Qffi~~ Website infomlation current through: http://ww4.co.jefferson.co.us/ats/displaygeneral.do ?sch=0213 93 5/6/2003 City of Wheat Ridge, Colora Building Division Plan Review Correction Not" e Address: 3058 BENTON ST. OSBORNE Owner: ~ w~ Project: RES. ENCLOSURE/GARAGIDccupancy: R-3 Valuation: $50000 Date: MAY 5, 03 l.~PROVIDE A COPY OF THE DEED. V-- SMOKE DETECTOR UPGRADE IS REQUIRED . PROVIDE RIM JOIST SIZE. 4. PROVIDE ATTACHMENT DETAILS TO HOUSE. 5 PROVIDE ROOF SLOPE. 6. THE USES ROO PROTECTION. PROVIDE ENGIN LmDI:R HIE ~AThTIMUM 2'8" AS RI:QUlRED BY CODE 98:\1~\ PROVIDE MECHANICAL DETAIL FOR NEW SPACE. ~ PROVIDE VENTING DETAIL FOR CRAWL SPACE. F A ARE Please make these additions or corrections to the submittal and resubmit for review, if you have any question please contact me at 303-235-2850. Thank You, .Uh - --. ." ..;,,<,- /;7. __ -2....~,.;7':,"'! Bob Gaspar' Building Inspector .. 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GJ<D \l! ~, ~-I~ ~ ~ ~ C) X 8 ~ :> 0 o ~. i CD <D 3 ::!I <D 8 '" .... ::r -i <D ~ < ~ :5" "S.. ~ en ~ 9; ::r ::> m <c - ::r :i" lC x C>> . ::r ~. ::r ~ II - iii ..... ~ r OJ o ;::;: Ul ~ o p '" x '" ~ ~ 0 '" '" " 2" x a. ~ ~ en -c CD en Dr . m o p ::::! ~ OJ o ~ en x m C) :Eo -. <B :::::I .... c.:J: o lR :E a. ~<g enOl CD'lil < g- -. 0 C) .... CD ::r <D 00l o g- o .... -, '" :I:~ CD .!" Ql Ci> C. . CD ~ fil 8 No I Ol N3 X '" 0> m )C -. III .. -. ~ CD % o =J iU '" x C) " a '" '" - 0;. '" ~ o p z ~ o ::>. Cil w q x w U} i__ w q X N q - I Zj ; c:) Dl .. Dl CD CD ~ ql U} ..J DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: COLLEEN A GILLESPIE Property Address: 3058 BENTON ST Contractor License No. . Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEME T 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 alJegati ns 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 Build 9 Code (U.B.C.) and alt other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNErL'~,,-. j...' '~..lfr..ip-:JU DATE: ,'J.. Building Permit Number: Date: Phone: 462-5255 Phone Construction Value Permit Fee: Plan Review Fee: Use Tax: Total: Use: 13452 2/20102 $306.00 $23.50 $0.00 $7.65 $31.15 Description: ELECTRICAL REPAIRS MADE TO METER SOCKE INCIDENT TO FALLEN TREE WHICH RIPPED THE POWER LINES AWAY FROM THE HO SE. REPAIRS WILL ALLOW A NEW METER TO BE INSTALLED. BUILDING DEPARTMENT US - ~~ft~~ Approval: Zoning: _.llf__. ~~!..gft!j~'tl~J Approval: _l!lIJIi1jl!ilili.lIiIIIilIlIililililiiiJi ~~I~~_!ffl!~,; Approval: Occupancy: Walls: Roof: Stori s: Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: SIC Sq. Ft. (1) This permit was issued in accordance with the provisions set forth in yopur application and is s bjecl to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances 0 the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from ssue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally r quired, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one ( year. If changes are made 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 drain ge problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspectio s and shall receive written approval on inspection card before pr e iing with su ssive phases of the job. (6) e is u rmit or the approval of drawings and specifications shall not be construed be a permit for, nor an approval of, any violation of the v' Ion i ding codes or any other ordinance, law, rule or regulation Chief Building Inspector Residential Units: Mechanical license No . Company: Expiration Date: Approval: ~' ~"[~r1' -'. / ~ 0 (u ~ COL OR r,SP DEPARTMENT OF PLANNING AND DEVELOPME~ fr BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPUOtTlOJ Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: (LUe;:'<l1 A. {JoIksP." 3c5'3 3 "",-ivY\.. S'f. k:v.e.-,d l<'tR cC' 'x "2/4- Phone: ?:, c:, <1V,J.5<1i;( IV ) 30CjL!(,,3.-'P.5':;' Ii). 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 oithe 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 witl1 the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (onstruction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ ::){' 0 ~ (OWNER)(CONTRAClOR), SIGNED DATE EOI. Description: - I. J _,,~ .,. .~.~ J.' ...... ,Lld 1_., .-,~.I(" L I rlC'lcU.KT -k, ch/litv 'hi'r:'''-.\. IV:> r f dJ.'~ -IV ,,~-rc .J- i~ v' ePeJ) <HU p"D~-'</ I, V"lR'; a v..-<t.- 1 --ivtwl -+tv: ilL uV ne~ mek..... -1D be.- 1 V\>-b..!/d0 ';;/f>n +vc<.. LVI.IILI, ~;hlV<; IUd! alll5kJ c... BUILDING DEPARTMENT USE ON Y SIC Sq.FL ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: r;<+or-r Company: E::lec.+v{(.,J . r 3c,,>j(,,(il_?'>37'VV.'1o 1L'..M6l.-k""} \. E" DSlnV,V\ .TV\(...- xprratlOn ate: Approval: Plumhing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (1) TIus pennit was issued in accordance with the provisions set forth in your application and is subj ct to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances 0 !the City. (2) This pennit shall expire if (A) the work authorized is not commenced within sixty (60) days fron issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount normally re uired, provided no changes have been or will be lT1ade in the original plans and specifications and any suspension or abandonment has not exceeded one (\) ar, If changes have been or if ~lI~pen~i()n or ilbandOl1ment exceeds one (1) year, full fees shall be paid for a new pennit. (4) No work of any manner shall be done that will change the natural flow of water causing a clraina e problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections d shall receive written approval on inspection card before proceeding with successive phases of the job. (6) TIle issuance of a permit or the approval of drawings and specifications shall not be constmed 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. Chief Building Inspector