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Home My WebLink About2875 Newland Streetz 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: fl OF Job Address: z Y7 Illew Permit Number: 7 L)7 ❑ No one available for inspection: Time >7 (�M/PM Re -Inspection required: Yes No When corrections have been de, call for re -inspection at 303-234-5933 Date: /_e1// 7 Inspector: /' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Mechanic PERMIT - 201800036 PERMIT NO: 201800036 ISSUED: 01/04/2018 JOB ADDRESS: 2875 Newland ST EXPIRES: 01/04/2019 JOB DESCRIPTION: Replacing existing furnace with Trane 96% efficient 100k BPU unit. *** CONTACTS *** OWNER (720)837-4620 STECKLEIN JEFFERY ALAN SUB (303)421-2161 Stephen Lanyon 017835 Blue Sky Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,838.00 FEES Total Valuation 0.00 Use Tax 101.60 Permit Fee 125.05 ** TOTAL ** 226.65 *** COMMENTS *** *** CONDITIONS *** 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 the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities med ith' this document as parties to the work to be per for nd that work to be performed is disclosed in this docu ►ent a d/or it acc mpanying approved plans and specifications. Sknafure of OWNER AF CONTRACTOR (Circle one) DI 1 I . This permit was issu d based on the information provided in the permit pplication and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans 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 originalpermrt 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, any violation of any provision of any applicable code or any ordrnapce or r ala/bion 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. City of `� `heat CDld OMMNT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsO-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ) / / / / J Q Plan/Permit # 6/3 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ��J a Dta �l�c� St Property Owner (please print): le VE Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: 01 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # El Plumbing: W.R. City License # Phone: 3-o' _V i -216 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ 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.) ❑ RE SIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) U - 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.) ) C) b Un , Sq. FULF Amps Btu's I ESC) y— Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ r-)3 T) 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 provide¢cxitLe application. CIRCLE ONE: (OWNER)(Q�ONTRACT i or (AU HO ZOREPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEARTMENT ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ ,. A City of Wheat Ridge Residential Roofing PERMIT - 201701853 PERMIT NO: 201701853 ISSUED: 06/10/2017 JOB ADDRESS: 2875 Newland ST EXPIRES: 06/10/2018 JOB DESCRIPTION: Residential Reroof: Install GAF Armorshield II, 5:12 pitch, house and shed. 37 squares. *** CONTACTS *** OWNER (720)837-4620 STECKLEIN JEFFERY ALAN SUB (303)548-5000 Alan Parkes 021001 Roof Corp of Metro Denver Inc. * * * PARCEL INFO * * * ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,875.00 FEES Total Valuation 0.00 Use Tax 291.38 Permit Fee 267.70 ** TOTAL ** 559.08 *** 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 k/2 -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€T"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. INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type r'l- )EI Inspections will not be performed unless this card is posted on the project site. Call the 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 Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter nn Nnt Pnur Concrete Prior To Annroval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underaround or Below/in-Slab Work Prior To Approval (Jt I he Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parkinq / 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. Floodplain Inspection (if applicable) 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 compietea from the Tire uistrict ana electrical low voltage by the Building Division. For notification of your assigned inspection time window please email insptimerequest(a)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. Time windows are assigned based on inspection routing. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i3Y p4p' y s t- 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: 1kUj Permit Number: ❑ No one available for inspection: Time``fes AIA/inn Re -Inspection required: Yes 6P When corrections have been made, callforre-inspection at 303 -234 - Date: t R.//z Inspector: 6 DO NOT REMOVE THIS NOTICE z 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: fl OF Job Address: z Y7 Illew Permit Number: 7 L)7 ❑ No one available for inspection: Time >7 (�M/PM Re -Inspection required: Yes No When corrections have been de, call for re -inspection at 303-234-5933 Date: /_e1// 7 Inspector: /' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701853 PERMIT NO: 201701853 ISSUED: 06/10/2017 JOB ADDRESS: 2875 Newland ST EXPIRES: 06/10/2018 JOB DESCRIPTION: Residential Reroof: Install GAF Armorshield II, 5:12 pitch, house and shed. 37 squares. *** CONTACTS *** OWNER (720)837-4620 STECKLEIN JEFFERY ALAN SUB (303)548-5000 Alan Parkes 021001 Roof Corp of Metro Denver Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,875.00 FEES Total Valuation 0.00 Use Tax 291.38 Permit Fee 267.70 ** TOTAL ** 559.08 *** 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 A/2-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€ms 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. 4 City of Wheat Ridge Residential Roofing PERMIT - 201701853 PERMIT NO: 201701853 ISSUED: JOB ADDRESS: 2875 Newland ST EXPIRES: JOB DESCRIPTION: Residential Reroof: Install GAF Armorshield II, shed. 37 squares. 06/10/2017 06/10/2018 5:12 pitch, house and 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 permit,,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 that all work tope per med is disclosed in this document and/or its' accompanying approved plans and specifications. s � 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 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 changeof 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 appro f, an violrtif any ®ov' ion of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is s linspe 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. 0 --1 (:� I I �n Antoinette 401iockl ZC1 From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 8, 2017 8:59 AM To: Permits CommDev T) Subject: Online Form Submittal: Residential Roofing Permit Application the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT C, IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed 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 documents at the time you are issued your permit. Permits are currently being processed within 24-48 hours, subject to change based on volume. C', n For all other requests: _,�, '� Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits 2� 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 2875 Newland St Jeff & Susan Stecklein 303-884-8079 stecklein22@yahoo.com Yes CONTRACTOR INFORMATION Contractor Name Roof Corp. Contractor's License 021001 Number (for the City of Wheat Ridge) Contractor Phone 303-766-2444 Number Contractor Email Address permits@roofcorpinc.com (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing GAF Armorshield II Material How many squares of 37 material? Provide additional detail 5:12 pitch, House and shed here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 13875 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 2 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 Victor Aquilar Email not displaying correctly? View it in your browser. 1685 South Colorado Blvd, Ste 240 (303) 766-2444 office Denver, CO 80222 (303) 766-0077 fax roofcorp@msn.com email Cent South Tucson Way OFCORP www.roofcorpinc.comCentennial, CO 80112 R09fMetro Denver Inc. AGREEMENT FOR ROOF INSTALLATION CUSTOMER NAME: ADDRESS: -?,67S- iJ, .� ��,� S� City LJ iACA\T eiIj Zip d z r PHONE: :E-3- bzy- 81771 email —,CC 11fL& -4 zz e ,qw .c0,.1 Roofcorp of Metro Denver Inc. hereby proposes to furnish the following: 1 30 N•pH wtip Roofing Material: L(NV kkb Color: �It coo Rating: L1F,-T,--LE- Existing Layers: Layers to be torn off: The following items are included for all Roofcorp installations: Structures 1400 S E - S kct>S Clean job site thoroughly removing all trash and debris. All flashings shall be replaced or sealed as necessary including pipe jacks, step flashing, chimneys and skylights. All roof installations shall be in accordance with required manufacturer specifications. Upon request, customer shall be provided with written invoice which includes lien waiver and 5 year roof certification. In addition to the manufacturer warranty, a 7 2 ,?'5 year transferable workmanship warranty is included for all installations. It is understood that any decking which requires replacement shall be installed for an additional charge of $50 per 8x4 sheet. In the event that there are "hidden layers" found during tear off, an additional charge of $25 per 100 sgft per layer may apply. ADDITIONAL COMMENTS /ADDITIONS:-. _Q) Q t P 4 +> G (Ck�svc P -- w tv,(LTLQ PAIN—( IAt.0 ItPE5 <o AlATem; 3 4& FELL t 901& ✓Ac c �� ` `. w N-rEe Z. L9 6E M�TCt�.n.G C.0, r, TOTAL PROPOSED COST TO INSTALL ROOFING SYSTEM • $ TS N�eecy 9� Note: Above price includes all taxes and fees but does NOT include any options listed below. � I Z, %fit{ ,'%" .f Payment terms: Payment is due upon completion and shall be cash or check. In the event the city inspections are delayed, customer agrees to pay' 90% of contract price (or first insurance check) within 10 days of completion and balance once inspection is closed out. If payment is made with credit card there shall be an additional charge of 1.5% added to balance paid. Options and upgrades: Shingle upgrade: �>A Shingle upgrade: Misc. upgrade: (When initialed by customer, all option prices shall be added to the total proposed cost listed ove.) � �t(Lww�gn��ct l t - t. P $+ rZ Initials X S+ 5" seamless aluminum gutters and 2x3 downspouts: $+ date 33 AAAV 61% Roofcorp Of Metro Denver Inc. Initials Initials Initials date ; By signing this agreement, it is understood that this shall become a legally binding contract. PaymenfMkD[UKtJrk shall be due upon completion. In the event that payment is not received within 10 days after completion, any remaining balance shall be subject to a late fee of 1.5% per month from the day of completion. Customer shall also be responsible for the cost of collectins said debt and will be additionally liable for all court costs, collection agency and attorney /legal fees. Customer shall have the richt to cancel this agreement in writing within 3 days of signing. 2 A CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f� Job Address: ------------ Permit Number: Zv/7ol .�3 ❑ No one available for inspection: Time _ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 3V3-234-033 Date: Z7 Inspector:_ 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: —6 - f -I - Job Address: D -7 S- ` /to la J I j <�—_ Permit Number: C�o / 5o ) 0a q MEN 910173 M4 ❑ No one available for inspection: Time it I QM/PM r�� Re -Inspection required. Ydg No *When corrections have been made, call for re -inspection at 303-234-5933 k ___r Date: Inspector: &)"- DO NOT REMOVE THIS NOTICE City of [Date: % Plat? # Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 i-<:') A Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Address: P -e,'76- �JeLjlae\& ��ecf' Property Owner (please pdnt)� qj <--,u so o �9* e�kkeq Phone.- �72DO 837— Mailing Address- (if different than property address) Address: City, State, Zip: Contractor: . Contractors City License#. DI )�S�-- Phone:' �D2 �2--S �7- '�ub 'Contractors: Electrical: Plumbing- Mechanical - City License # City License # City License # (w ofei —r1V"k;tee- ok )4a7�� Contract Value: `Y guar - B'TU's - Gallons _ Amps _ Sq Ft. Y" L!--- 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 tinder 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, CIRCLE ONFy(t�WNE(� (CONTRACTORr (AUTHORIZED REPJFKWWAMJT-�j(eWNER) (COMIMCTOR) r R _1N T NA Xmi E SIGNATIf E- DATE: RESIDENTIALAMffftY &Perm�it- Address: Zoning: Lot Size: z Z �o sq. ft, Lot Width: ft. Property in the flood plain? If yes, add surveying condition FLIM. Type of project (applicable survey conditions in parenthesis): U New ILC and site plan yes (FND) Maximum Lot Coverage: % 04, sq. Existing Improvements: Proposed Improvements: House: . ft, House/addition: sq. Shed: sq. ft. Shed: sq. ft --De"ed garage: 0 sq ft. Detached Garage: sq. ft, Other: sq. ft. Other: 11 1 sq. Total Existing sq. ft ) Proposed+Exi sting sq. ft Lot Coverage % Lot Coverage Required SetbaFR 1 4 ... .. ............. .. ....... . . Scks: - - s S 0 ....... . R Provided Setbacks: FR 2-3D2, S -Z 0 S 5 R> I T - For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND, Maximum Height: Maximum Size: qe5 0 sq. Proposed Height: ft. Proposed Size: IS sq. Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify 'building division. Streetscape: Does the permit result in any of the following conditions? Ll Construction of new roads Ll Platting of new lots Q New development Ll Additions that increase floor area by 6(I% or mores formula) (proposed floor area - — existing floor area --. ) / existing floor area ---- = —% ine. If any box is checked... SF/DUPLEX—Is there existing U Curb LJ Gutter L15 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required, MULTIFAMILY—Does the frontage meet current city standards? If not, strectscape construction or fees -in -lieu will be required. F, ees-in-lieu of dedication or convtruction arp—&e--a I DenverDecks 12650 West 64th Avenue Arvada, Colorado 80004 Office - (303) 730-9642 Fax - (303) 730-9804 0 6* Scale - 1 " = 30' "enver Decks ,--90'-- 16* 17' — Garage House of ON Provisw" of th omsuming to give 8UN 90, Newland Street 2875 Newland Street wheat Rid , Colorado 80214 Cell (J) - (720) 837-4620 Em 9 APPROVED &*JW to FIW InsWUMS Wheat Ridge Building Dept. D&W� 20 5"' Plan checker Desi�ner Philip Tussing ate 5/ D 0/2015 Cell - (303) 257-5053 8:4k iM1 APPROVED &*JW to FIW InsWUMS Wheat Ridge Building Dept. D&W� 20 5"' Plan checker Desi�ner Philip Tussing ate 5/ D 0/2015 Cell - (303) 257-5053 c • ul 00 (4 0 0) Oft %W 01 I 10 -4 LM V) 0 m -0 U co at ML, wx E V� LO C> MZ+,—O CO (N C) V k ii JN ZN cn N I • 4 WOW kz) .1 E co I I m x X 0) 01 I at V� LO C> • k ii c I • 4 WOW kz) .1 E co I I m x X 0) 01 I V) (D V� LO C> k ii c -Z�— 'o cy) L c 00 m 0) OD 0 CL C (D 00 z X LL 00 J Jap I • 4 WOW kz) .1 E co I I m x X c - OccuRanc /T c INSPECTION RECORD X-Lyp INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be perfonned unless this card is posted on the project site. Call the 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 nspector Foundation Inspections –�11 1 1:4-1- 1 Comments Monolithic Slab Reinforcement Concrete Encased Ground (CEG) wall Footing/,'�tomai P. . Letter I 0i Z 514 WORM# Plumbing (Below In -stab) Heating (Below/ In -stab) gKor" Rough Inspections Wall Sheathing �oof Sheathing Rough Plumbing Rough Mechanical Gas Piping Elul Rough Framing Insulation 1!2= VON, KI M MV • 3b Work Prior I Inspector Initials — City of Aeat R'd ' 06/1e'dirs 11-. 19L CDBA — Replace aiT emiditia — C 1145 ANOUNT PPSFI 2875 Newland ST 159.88 AKUPERMIT NO: 201588856 k roval Ab PATRECLIVED NC / 3719 ANOUNT 159.60 AUTH COL.- U9568 TOTAL ----------------------------- 1 19. Inspector Comments Initials Landscaping & Parking / Planning Dept, ROW & Drillainage I Public Works Dept inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project, "Note: AH 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. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather To: Page 2 of 2 2015-05-10 15.25:53 (GMT) 13034240495 From, Jesse Lanyon s City of' t .. ,i�I Eom permit : 7-016 Building Division 700 W 291 Ave., Wheat Ridge, CO 80033 Office; .'303-235-2856 -: 103-237-8929 tnt103-234--5933 M m - • ..4 , :. un. 1 n" --Mw s ♦ ..w.."waw Y1 id k m � i DEPTMENT USE ONS1 r � x pvO L s r. VOLOING.m� RfM 0vedw/ COMMOrAlcA [ .rttracv r qt d Credit Card Payment, Use credit card listed ars €lle« ,patwk. 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O ~ ~ W 0 w N W ~ N co N N (D ~ ~ (D ~ g o' ~ Nm° m r O ~ m z -i m v ~ ~.3 15 0 ~ 1<S ~ Undewiters 4 ~L Laharatarlea Inc.¢ t3 TGAH.GuideInfo Prepared Roof Covering Materials, Asphalt Shingle Wind Resistance Vitw Listings PAgQ Bottom 4pestion0 Previous Page [Roof Covering Materials] Prepared Roof Covering Materials, Asphalt Shingle Wind Resistance Guide Information GENERAL This category covers the investigation of asphalt shingles surfaced with mineral granules which are designed to resist wind forces by affixing the shingle above to the surface of the shingle below with a sealant (factory or field applied) applied in a pattem aligned parallel to the windward edge of the shingle. The invesrigation process involves three steps: 1) the determination by test of a wind uplift coefficient, 2) the calculation of the potential uplift force (Ibf) acting on the tab sealant, utilizing the wind uplift coefficient and specific wind speed selected for the investigation and 3) the determination of resistance force (Ib fl capability of the tab sealant as determined by mechanical test. Wind Uplift Force Requirements ~wind uplift coefficient is determined based on air flow perpendicular to and across the shingle surface. The '~'~wind uplift coefficient is calculated by measuring pressures above and below the shingle surface at the windwazd and leeward sides of the sealant. The uplift force (Ib fl acting on the sealant is then calculated to coirespond to the wind speed classificarions as tabulated below: ~ Class D - 90 mph Class F - 110 mph Class G - 120 mph Class H - 150 mph The wind uplift coefficient is determined and the corresponding uplift force (lbfl is calculated in accordance with UL 2390, "Test Method for Wind Resistant Asphalt Shingles with Sealed Tabs." Tab Sealant Uplift Resistance Requirements The up1iR resistance (lbfl capability is determined by ASTM D6381, "Standard Test Method for Measurement of Asphalt Shingle Mechanical Uplift Resistance." The uplift resistance force determined from this mechanical test method is equal to or greater than the calculated uplift force for the coiresponding wind speed classification. UNEVALUATED FACTORS The effects of weathering on the wind resistance of these materials have not been investigated. ADDTTIONAL INFORMATLON For additional infotmation, see Roof Covering Materials (TEVT) and Roofing Materials and Systems (AAM . REQUIItEMENTS In order to be eligible for Classification under this category, asphalt shingles must also be Listed under Prepazed Roof Covering Materials (TFWZ). The Classifications for uplift force are derived from tests conducted in accordance with iJL2390, "Test Method for Wind Resistant Asphalt Shingles with Sealed Tabs." iTI. MARK The Classification Mark of Underwriters Laboratories Inc. on the product or package of products is the only method provided by UL to identify products manufactured under its Classification and Follow-Up Service. The Classification Mark for these products includes the Listing Mazk for Prepared Roof Covering Materials (TFWZ) and the statement: ALSO CLASSIFIED AS TO UPLIFT RESISTANCE CLASS + Control No. +D,F GorH ~ _ Page TOp Notice of Disclaimer Questions? ( Previous Page UL I,isted andClasSified Products UL_Reco nized Products Certitied_for_ Components Canacla This page and all contents are Copyright 0 2004 by Underwriters Laborarories Inc.2) The appearance of a company's neme or product in this database does not in itself essure tha[ products so identified have been menufactured under LJL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under LJL's Follow-Up Service. Always look for the Mark on the product. LTI, pemiits the reproduction of the material contained in the Online Ceifficetion Directory subject to the following condi[ions: I. The Guide Infotmation, Designs and/or Listings (files) must be presented in their entirety end in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Repriuted from the Onli¢e Certifications Directory with peimission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the teprinted material must include a copynght notice in the following format "Copyright 0 2004 Undeiwriters Laboratories Inc.0" PRODUCT SPECIFICATION - SUPREME@ Section 07311 Fiber glass-based Asphalt Shingles. PART 1- GENERAL Related Sections A. Rough Cazpentry Section 06100. B. Roof and Deck Insulation Section 07240 for insulation placed over roof decking. Notes to Specifier. l. Underlayment and shingles installed directly over roof insulation or similar type decks is not appmved. 2. Roof deck must be dry, minimum 25/32" thick, maeimum 6" wide boazds, or APA rated sheathing (exposure 1): minimum 3/8" plywood, minunum 7/16" oriented strand board or waferboard. Consult your Owens Corning representative for other approved construcuons. 3. Ventilauon under roof deck must meet FHA Minimum Property Standards. C. Flashing and Sheet Metal: Section 07600. For snow guards, metal flashing and drip edges, including step-type flashing installed with shingles. D. Roof Accessories: Section 07800: Accessories. 1. RAFT-R-MATE8 iJLO Listed 2. Soffits 3. VentSureO Ventilation Products 4. Hip & Ridge Shingles 5. WeatherLockg 00, , ~ `"00 ~ A. ASTM D 224 -Standard Specification for Smooth-Surfaced Asphalt Roll Roofing. B. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt used in Roofing and Waterptoofing. C. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bitutninous Sheet Materials Used as Steep Roofing Underlayment fot Ice Dam Protection. D. ASTM D 3018 - Standard Specification for Class A Shingles Surfaced with Mineral Granules. E. ASTM D 3161- Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). F. ASTM D 3462 - Standard Specificarion for Asphalt Shingles Made from Glass felt and Surfaced with Mineral Granules. G. ASTM D 4586 - Standazd Specification for Asphalt Roof Cement, Asbestos -Free. H. ASTM D 4869 - Standard Specification for Asphalt -Saturated Organic Felt Shingle Underlayment Used in roofing. 1. ASTM D 6757 - S[andazd Specification for Inorganic Underlayment for Use with Steep Slope Roofing J. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings. Quality Assurance A. Shingles shall carry Underwriter's Laboratories Labels: 1. .tJLO 790, Class A Fire Resistance 2. UL(B 997, Wind Resistance 3. ASTM D3462 B. Install slungles to meet requirements of published Owens Corning instructions. PRODUCT SPECIFICATION - SUPREME* PART 1- GENERAL (ConPd) Submittals A. Manufacturer color sample showing full range of colors available for specified products. B. Product literature and recommended installation procedures. C. Owens Corning Limited Warranry • Delivery, Storage, and Handling A. Deliver materials to site in manufacturer's unopened bundles with labels intact and legible. B. Handle and store materials on site to prevent damage. Store in a covered ventilated area at a maximum temperahue of I 10°F. C. Do not stack product more than 2 pallets high. If stacking 2 pallets high, use separator boards to protect the shingles below. D. Roof Top Loading: Lay shingle bundles flat. Do not bend over the ridge. Project Cooditions A. Proceed with installing shingles only when weather is appropriate for a quality installation. B. Do not install underlayment or shingles on wet surfaces. Warranty A. Materials: Owens Coming 25-year Limited Warranty* terms and conditions apply. PRODUCT SPECIFICATION - SUPREME@ PART2-PRODUCTS AspLalt Shingles Owens Coming Supreme(& fiber glass-based asphalt shingles complying with ASTM specifications E 108 Class A or LTL 790 Class A, D 3462, D 3161 or LTL 497, D 3018 Type 1, ICBO ES ER 5443, AST'M D 228. SupremeC9 ShinRle Product Specifrcation Nominal Size: 12" x 36" Ex osure: 5" Shin les r S uaze: 80 Bundles er S uare: 3 bundles of 26 or 27 shin les Covera e er S uaze: 100 s. ft. Ventilation Owens Coming VentSureO Rigid Roll Ridge Vent with Weather PROtectorT"', VentSure Rigid Strip Ridge Vent, VentSure Roof vents, VentSureT"" Gable vents, VentSure Undereave vents, VentSure Miniature vents, VentSure Foundation vents. Waterproofing Underlayment Owens Corning waterprooFing underlayment "WeatherLock" meets ASTM D 1970 self-adhesive waterproofing underlayment, fiber glass reinforced with SBS modified asphalt, iJL Listed. 1. WeatherLock@ Mat, 2. WeatherLock@ G 3. WeatherLockCN P Asphalt Felt Underlayment Non-perforated, [Type I, No. 151 [Type II, no. 301, asphalt saturated felt complying with ASTM D 226, ASTM D 4869 or ASTM D 6757. Hip & Ridge Shingles Owens Corning Cut-Up Strip shingles of same background color as field of roof. PRODUCT SPECIFICATION - SUPREME@ PART 2 - PRODUCTS (ConNd) Fasteners All fasteners must be driven flush with me shingie surtace and penetrate at least inio the wood deck. Where the deck is less than thick, the fastener should be long enough to penetrate fully and extend at least 1/8" through the raof deck. Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable substrates. If staples aze used they must be, corrosion resistant, zinc- coated, 16-gauge minimum with minimum I S/16" crown width. Staples must be bng enough to penehate at least into solid decking, or extend a minimum of 1/8" tluough the APA-rated sheathing. PRODUCT SPECIFICATION -SUPREME@ PART 3 - EXECUTION Examination Prior to starting work, examine all roof decks on which work is to be applied for defects in materials and workmanship which may be detrimental to the proper installation or long-term performance of the shingles. Installation Installation shall be in accordance with the Guide to Installing Asphalt Roofing Shingles published by Owens Corning and your local building codes. Product styles and colors change over time, for cwrent selection of produc[s and colors in your aiea, please conact your Owens Coming representative. Owens Coming strives to accurately apmduce the images of shingles in Utis literatwe. Howevv, due to manufactudng vatiances, the limitation of graphic reprodvclion and the variation in natural exterior lighting, actual shingle colors, and granule blends may vary from the images you see mproduced in this literature. For this reason, it is important to see an acM1ial roofing sample or actual pmducts installed on a home befom malong final wlor selection. Available in [he following plant areas: Brookville, Compton, Denver, Houston, Lving, Medina, Memphis North, Minncapolis, Summit " See actual wazranTy fot complete detaiLs. I COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5935) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 17990 Date : 11/4/2004 Property Owner: BEN L. 8 MALA G. SANDOVAL Property Address : 2875 NEWLAND ST Contractor License No. : 22146 Company : Sandoval, Ben Phone : 237-7000 Phone : 237-7000 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 W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Whidge Building Code (U.B.C J and all other applicable W heat : ge ordinan for wod~ n r this permit. 'I (OWNER)(CONTRACTOR) SIGNED ~ DATE ! -(.i'~/~ Use : Description : RESIDENTIAL ADDITION APPROX 1500 SQ. FT. W/ APPROX 1000 BASEMENT . Ciii i BUILDING DEPARTMENT USE ONLY irlog'° !s tesponsibl for locating propeRy ve9nglaccording tu the i tme Zoning C ~ts: mpro l consmcting d development star,dards. i Approval : TRC re OK approved plan and requ The City is not responsible fur inaccuratc informat:c=! Zoning : R-1 submitted within the plan set snd any Building CoYnitierlis enors resulting ftom inaccu:ate inlorM'ti.':' OK WI COMMENTS ON PLANS. NEED CONTRACTOR LICENSES Approval : CR WITH CITY OF WHEAT RIDGE Public Worka(Commants: Approval : Occupancy : R3 Walls : 2X6 Roof : COMP Stories : Residential Units : 1 Electrical License No : 22145 Plumbing License No : Mechanical License No : Company :J & R Forbes Electrical, Company : Company : Inc. Expiration Date : 2/28/2005 Expiration Date : Expiration Date : Approval : OKIKS Approval : Approval : (1) This Dermit was issued in accordance with the provisions set forth in yopur application and is subject lo the laws of the State of Colorado and lo the Zoning Regulations antl Building Code of W heat Rid9e, Colorado or any other applicable ordinances ot the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sizty (60) days fmm issue date or (B) ihe building authonzed is sus0ended or abandoned for a penod of 120 tlays. (3) If this permit expires, a naw 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 specifcafions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done that will change ihe natural Flow of water causing a drainage problem. (5) Coniractor shall notify the Building Inspector lwenty-lour (24) hours in advance for all inspections and shall receive written approval on inspeclion cartl before proceediing with successive hasesnjihe job. (6) The issu3pe appro__ val wings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation of lhe pm e b ng c esyi9yTo~~~er ordinance, law, rule or re9ulation. Valuation : $160,000.00 Permit Fee : $1,728.75 Plan Review Fee : $1,123.68 Use Tax : $1,920.00 Total: $4,772.43 Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 Date: ~ ' o CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 • (303-235-2855) `°`°R"°° APPLICATION PropertyOwner:&,l L, ~f /1'14LQ G. SAnDo/Jq t- Property Address 2 g 7 S /7,e oV /Ct r~J ST Phone:--5o-3 ' 23 7- 7 v Contractor License No.: Company: Phone:3~3_Z3z _ 2Jj'4 OWNER/CONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback Gislances Oroposed by this pertnit apP~icadon are accurale, and do not violate applicable ordinances, Iuies or regulations of the City of W heat Ridge or covenant5, easements or reSVictlons of recorU; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on fhis application and Nat I assume full responsibility (or compliance with the Wheat Ritlge Building Cotle (U.B.C) and all oNer applicable Wheat Ridge Ortlinances, for work under ihis pertnit. (OWNFRNCOMRAGTOR):SIGNE~'/' DATE O- 'Q Value:~a-m-8 Permit Fee:~ I75 Plan Review Fee:$ j,724,,,l Z3. Et (OWNER)(GOtfrRAGTOR):PRwTED L , 4 4 D f/GC DATE/,, - I i - 0 4 Description: ~eSi/Jc'~fi'G<< AdD,f;o r, /J1,19YOx 15-00 W;fh 9rProX /OPId Ji-, Sq. Pt. added / SO O Total:$$;4 7 7N, I L/ S~f ~~oFnB g~+~w 1' , i BUILDING DEPARTMENT tiSE ONLY SIG: COMMENTS: ~ J Approval~ Zoning:~. \ eeCI Cc:"}r o2 1 .I IGCOMMENTS: ~"J~C . W ~ I"'^ GO✓N/'VIT~'~~ ON I~NS , /y ~ oG Cc,C ~~~J~' ~ ApProval: ~ ~icrnsES u;.w ' W ORKS COMMENTS: Approval: iancy: e'3 Walis~X6 RooV/1CVvfiP I Srories: Residential Units: ~ Ele6incal License Na ` Plumbing License Na Mechanical License No: Company j P. CompanY: f°n PJw.brw~... _ Company: ijoyA E o~NE2 ~ ~xpiration Date: Expiration Date: Expiration Date: Anqroval: ApProval: ApProval: (1) This pertnil was issued in accoMance vrith the provisions set foM in your application and is suDjed to the laws of the State ot Colorado and to the Zoning Regulations and Buildirg Codes of W heat Ridge, Colorado or any other applipble ordinances ol the Ciry. (2) This permit shall expire ii (A) the work authorized is nol commenced within sirzty (60) days hom issue date or (B) the building auNorized is suspended or abandoneE for a perioG o( 120 days. (3) If Mis pertnit iinpres, a new permit maY be acquire0 for a tee of ono-half the amount rrormaly mquired, provi0e0 no changes have been or will be made in the oripinal plans and speafipGons and any wspension or abandonment has not exceeded one (1) yeac If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done Ihat will chaage the naWral flow of v.ater causing a dreinage Droblem. (5) ConUactw shall noUfy the BuiWinp Inspector tweMy-lour (24) hours in atlvance fw all inspections ard shall receive written approval on inspection card before proceedinp with suctessive phases o( the job. (6) The issuance ot a pertnit w the approval ot drawings aM specifiotions shall not be consWeO W be a pertnit for. nor an approval ot, any viola5on of the provisbns,oqf the building coGes or any other ordinance, taw, rule a regulatlon. i--Eftfef Building Official CITY OF WHEAT RIDGE BUILDING VALUATION WORKSHEET APPLICATIONDATE OW NER NAME BUILDING SITE ADDRESS GENERALCONTRACTOR 11-2-04 Ben and Mala Sandoval 2875 Newland Street same PERMIT# 0-Jan VALUATION CALCULATIONS AREA SO. FT. RATE/F'f. TOTAL RESIDENTIAL 1500 $91.48 $137,220.00 GARAGE 0 $24.06 $0.00 BASEMENT UNFINISHED 1000 $22.97 $22,970.00 DECKS 0 $15.00 $0.00 PORCHES (COVERED) 0 $16.60 $0.00 AG. BUILDING 0 $19.60 $0.00 OTHER (AS BUILT)Bonus Room 0 $15.00 $0.00 Owners Valu ation 0.00 TOTAL VALUATION $160,190.00 MECHANICAL FEES # FEE TOTAL CHECK FEE 0 $23.50 $0.00 RANGE HOOD 0 $10.65 $0.00 RANGE VENT 0 $10.65 $0.00 GAS PIPING (EA. APPLIANCE) 0 $5.50 $0.00 FURNACE 0 $18.24 $0.00 WATER HEATER 0 $14.70 $0.00 BATH FANS 0 $725 $0.00 DRYER 0 $725 $0.00 PERMIT FEE PLAN CHECK FEE MECHANICAL FEE Total of Permit Fees 2 % Use Tax SITE ENGINEERIN Side Walk Escrow FEE 65% of permit fee 60% OF TOTAL VALUATION ' 2% = Use Tax $2,561.87 $0.00 $1,66521 $0.00 $0.00 4 227.08 $1,92228 $150.00 $0.00 $0.00 Tax Exempt $0.00 Total Fees Due $6,299.36 BUILDING PERMIT FEES (based on) $160,190.00 Residential Worksheet (SF/Dualex) Submittal requirements: ~ Copy of Deed L~ Site Plan (to scale) Z~ Elevations Er Address: Z $l5 NeY,t lan4 Zoning: R' \ Use: 9-C-S Property in the flood plain? Lot Size:~ZC00 sq. ft. Lot Width: 16C) ft. Maximum Lot Coverage: 2'5 % Proposed Improvements: House: sq. ft. Addition to Aouse: 640 sq. ft. *Shed: Detached Garage: Proposed Lot Coverage: (Total) Required Setbacks: FR 30 sq. ft. sq. ft. 22•`l~ % 3`-C:>0 sq. ft. Existing Improvement(s): House: =_0A$S sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Other: `ELo 't2-3~- sq. ft. 2_~ 31 Sy. ft. S l5 S IS R t5 OI5 S 3l R 13.s Provided Setbacks: FR ~ S Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Access Notes For one and two-family dwellings, the firs[ 25' of driveway area from [he existing edge of pavemen[ into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and [wo family dwellings, no vehicle entrances or exits may be closer [han 25' to any property line, except when used as join[ access for two or moce lots. In residential zone districts, curb wts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided tha[ [he sVee[ aceesses are at least 30 fee[ apart, measured from the in[erior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscapina Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior ro issuance of C.O. Stree[ Vees required: Stree[ trees provided: SUBMITTED FOR: BEN SANDOVAL 2875 NEWLAND STREET JEFFERSON COUNTY, COLORADO SOIL INVESTIGATION REPORT SEr'rEMBER 22, 2004 PROJECT # 041-0725 SUBMITTED BY: PAUL R. BRYANT, P.E. COLORADO ENGINEERING & GEOTECHNICAL GROUP, INC. 15 SOUTH GILBERT STREET CASTLE ROCK, COLORADO 80I04 303-688-9475 AGREEMENT OF PURPOSE AND DISCLAIMER The pazties specifically agree and conrtact that the purpose of this soil investigation is to test, analyze, and repoxt on the condirion of the soils encountered only as these tests peztain to the suitable design and construcrion of an appxopriate foundation foi the ptoposed building and/ot xesidences to detetnvue the load bearing capaciries of the soil. The partie.r reczfically agree that Colorado Engineering and Geotechnical Group , Inc. ha,r not been ntained nor will tby render an opinion cancern ing environmental i.crue.r, haZardout warte or any otber known or unknomn conditions that may be prerent on tbir .nte. INTRODUCTION: This report summarizes the xesults of data obtained during a soIls test of 2875 NEWLAND STREET, JEFFERSON COUNTY, COLORADO. Investigation occutxed on Septembet 13, 2004 and was pezformed in undistutbed soIl in accoxdance with ASTM 1586-99. The putpose of the investigation was to zeveal the engineexing pLOpexties for foundarion putposes fox the pxoposed consriucrion of a tesidential addidon. The site is cutxendy occupied, and we do not know the type foundauon the eicisting stsuchue beazs upon. Othei aspects xelating to the proposed construction aze pxesented. A component docutnent to this plan will be an Open Hole Repoxt that will be pzoduced aftet the Open Hole Inspection, which is not billed with this teport. The purpose of the Open Hole Report is to detennine whether any significant variation fiom this report and the obseroed condirion exists and whethex the foundation design will tequite modification. FINDINGS: The soil encountexed in test hole one consisted of tan to light brown, fine-gtained clayey sand grading to sandy silt with medium density (Unified Soil Classification System symbol SC-ML) to the ten foot depth; brown, fine to couse-grained sandy clay with medium consistency from the ten foot to the twenty-four foot depth and gxay, fine-gzained clayey sandstone with very lugh density (Unified SoIl Classification System symbol SC) at the twenty-four foot depth. Potential foz foundation movement is moderate to high. The soil encounteLed m test hole two consisted of bxown, fine to coazse-gxained sandy clay with medium consistency (Unified Soil Classificarion System sytnbol CL-SC) to the eighteen foot depth. Potential fox foundation movement is modexate to high. Attached aze gtaphic summaries of the boring logs of the field condirions encountexed and a summacy of laboxatory testing xesults. It should be noted that the soIl descriptions shown on the boring logs aTe Uased on the geologist's visual classification of the samples in the field at the depths indicated. Actual subsurface soil conditions may vary between samples and location tested. Gioundwatex was encountered in test boring one at the twenty-foux foot depth and filled in to the twenty-tliree foot depth iimnediately at the time of this investigation. The piesence of shallow bedrock beneath suzficial soIls is favoxable for the fortnauon of "pexched" gxoundwatex. The depth and occuxrence of gtoundwatet can vary ovet time depending on hydtologic condirions such as precipitation, suxface dxainage, ixrigarion, and othex condidons not appazent at the time of this teport. Project 047-0725 Page 2 of 8 www. co[oradoeneineerirseeraun. cam RECOMMENDATIONS: The foundation shall beaz according to one of the following designs: 1. Helical PieLS: Due to the ptesence of modexately expansive clay and potentially collapsible silt soils and the pxesence of gtoundwater pexched on the bedrock, the pxeferted foundauon design fot the addition will utilize helical piexs. The specific bearing capacity of the piexs shall be designed by the foundarion engineet, but shall be set to a minitnum of 10,000 pounds and a maximum of 25,000 pounds of vertical capacity. A ininimum void or cleax space of foux inches shall be ptovided under the concxete gtade beams and between the piets to allow fox soil expansion. If an interior slab is planned foz the addirion, diffexential movement is likely to occut, and a structutal wood floox is xecommended. 2. Drilled Piers and Gxade Beams: If the existing home beazs upon caissons, the addition may be supported on gsade beams and stsaight shaft piets (caissons) drilled a mi.,imutn length of twenty-eight feet and a minimum penetration into the sandstone of s'uc feet, ot to refusal. These drilled piets should be designed fot a maxixnum end bearing pxessute of 25,000 psf, a side sheax of 2,500 psf fox the portion of the pier in fum sandstone, and a mi.,;mum dead load of 5,000 psf ox as high as possible based on pier end axea. The bottom six feet of the holes shall be artificially zoughened cvith a minimlun 1 1/2" auget tooth in ordex to anchot the pier into the sandstone. Muiiinutn pier diatnetet shall be ten inches. A minimiun void or cleat space of foar inches shall be pxovided undet the concrete giade beams and between the dtilled piers to allow fox soil expansion. If wateT is encountexed during the drilling of the piers, casing will be xequiTed and Type II cement shall be used. The drilled pier holes should be thoxoughly cleaned of all loose soil and filled with a low sluxnp concxete nnmediately aftex drilling to ptevent infiltrarion of water ox loose soil. The concxete piexs shall be ieinforced fox their full length with one numbex five steel tebar for every sixteen inches of pier perimetex, (a +n+*+i,,,utn of three numbex five steel zebazs). The ieinfoxcing steel shall extend into the foundarion wall a minimum of two feet. Equivalent fluid pxessures of the soil, assuming normal consolidarion, may be taken as 55 pcf acrive and 210 pcf passive. These values aze based on literatuce and wexe not established by site- specific labaratoxy sample analysis of sheaz strength. If floot movement due to expansive soil is not acceptable, finished xoom floot azeas should be supported on wooden or steel joists ovet a cxawl space asea. No foundarion wall shall exceed twenty-five feet in length without utilizing countecforts ox buttxesses unless otherwise designed by the foundadon engineex. 3. Accepted Risk: If the existing home beats upon footings and the owner is willing to accept the risk of diffetential foundation settlement up to one and a half inches within and beyond the fixst yeaz aftex complerion of construction, the foundation design may consist of a zeinforced concxete stem wall xesting on a concrete footex of a size deterinuied by the foundarion engineeL. Depth of foundarion elements shall be detemiined by the foundarion engineer, but should be at least as deep as the nvtumum depth xequited by the governing building authority. Concrete slabs shall be fxee floating and isolated from load-bearing elements. Partition walls, utility and HVAC connections shall be capable of a minimurn of 1-1/2 inches of movement of the foundation and slab. An attached detail sheet diagtams a typical floating wall design. If this design is utilized, maximum allowable bearing strength of the soil shall not be taken as greater than 1,000 psf for elements resting on undisturbed soil. Equivalent fluid pressures of the soil, assuming nonnal consolidarion, may be taken as 55 pcf acrive and 210 pcf passive. These values aze based on litexatuce and were not established by site-specific laboratory sample analysis of sheac strength. Projecl 041-0725 Page 3 of 8 www. roloraQoeneineerinaeroun.com Tbe sail bearing .rtrength above i,r ,rubject to change bared on obrervationr made at tbe open-bole in.pection. Ownexs shall be made aware of the contents of this report and the fact that mater accxmulakon around foundation element.c is tbe primary cause of foundation di rtrerr. FOUNDATION DESIGN: This report is not a foundadon design. The foundation design engineu will detemiine the exact configuxation of foundation elements, to include footex (if any) width and thickness, wall thickness and height, pad and piet sizes and teinfoxcement schedules. Howevex, the foundation should be designed fox a ten-foot fxee span. This ieport does not addxess genetal hillside stability, landslide potential, ot othex natucal hazaxds. Sevetal ateas of the Coloxado Ftont Range have known geologic hazazds associated with them. We xecommend that readexs of this Teport furtheL educate themselves as to the eacistence of geologic hazazds on ox axound theix specific pxoperty of intexest. ColoLado Engineering can assist in the development of site-specific assessments of Geologic hazazds. The Colozado Geologic Survey {www.dnr.state.co.us/geosutve~ or 303-866-26111 is a good soutce for publications (maps, repotts, etc.) dealing with specific geologic issues and/ot issues telated to specific geogxaphic axeas. FIELD INVESTIGATION PROCEDURE: Explotatoiy borings wexe advanced using a four-inch nominal diameter, truck-mounted continuous- flight augeL. The appxoximate boring locarions axe indicated on the attached site diagram and wexe established in the field by pacing and measuring angles fTOm idenufiable site Lefetences. The buildei designated the locarion fox explotation. At depths detetinuied by the superoising geologist, samples wexe obtained by means of a two-inch diameter split-spoon samplet, advanced by a 140-pound dtop- haininer falling a distance of 30 inches, in genexal compliance with ASTM D-1586. The numbet of hammer blows tequized to advance the samplet ptovides an indication of the in-situ selative density of the soil, and in combination with the laboratory analysis of the soil, pxovides data zequixed fot derivarion of the engineering ptopezties sought by this explotadon. EXISTING SITE CONDITIONS AND WEATHER: The genexal topography azound the site of this investigarion is relatively flat. Vegetation consists of grasses. Weathex was wartn and cleaz at the time of the investigation. The elevarion measuxed at 5,300 feet above sea level. SUBSURFACE DRAINAGE: Foundation dcain requixements shall be deteimined at the open-hole obsetvadon; howevex, drains axound any below-grade useable space, induding cxawl spaces, should be anriupated. See the attached detail sheet. Project 041-0725 Page 4 of 8 www.co%radoeneineerinezroun. cam SURFACE DRAINAGE: The excavation shall be protected from suxface runoff and excess precipitation during construction. After backfilling, the soil azound the foundation shall be gcaded away from the structure at a ininimum slope of six inches ovex ten feet. Guttexs and downspouts shall be installed to carxy watet actoss the area distutbed by construction. ?.reas that settle shall be backfilled to pievent ponding of watex. No vegetation requiring ixrigation shall be installed within five feet of the foundadon. Watet ftom uphill shall be diverted axound the structute. The futute ownexs axe caudoned against the installation of a lawn spxinklez system within 5 feet of the foundation walls. If a sprinklet system is installed, the sprinklex heads should be placed so that watex spxay fxom the heads undet full ptessure does not fall within five feet of the foundation walls. Lawn urigation should be controlled to pxevent excess wetting of subsuxface soIls. Lawn, flowers, shrubs, and other plantings within five feet of the foundation walls should be hand wateted and this watering should be nvniuvzed. If a drip irrigation system is used, one should limit the amount of watei to sustain the plantings. One is also advised that any ixrigarion line can leak and/or bxeak, teleasing excessive amounts of watex neaz foundations and can cause damage to slabs and foundadon walls. BACKFILL: Any soIl disriubed adjacent to bearing foundation components shall be te-compacted to a**++*++**+um of 85% Standazd PTOCtoz Density. Soil suppoxting concxete slabs shall be compacted to 95% Standazd Pxoctox Density. Mechanical compaction methods shall be utilized; water-flooding techniques aze pxohibited. See Compaction Section fox moxe infonnation xegaxding compaction tequiuements and techniques. CONCRETE: All concxete shall be Type II, Sulfate Resisrive, with 28-day strength tequixements determuied by the foundadon design engineet. EXTERIOR AND INTERIOR CONCRETE SLABS: Excess moistute in the soil and 'unpxopex compaction undet slabs will incxease the possibility of slab heave, settiement and cxacking. The buildex and futuxe owners should be awaze of and undexstand that thexe is a definite risk of futute damage with any slab-on-gtade constnxction. If Iloor movement due to expansive soils is not acceptable, finished zoom floox areas should be supported on wooden or steel joists ovex a ctawl space axea, ox on a xeinforced concxete slab. If the buildet and future owners axe willing to accept the de&nite risk of some damage due to concxete floot slab movement, the following xecommended details cvill help pxevent, but not guasantee, wetring of the soils undemeath the slabs and minimize damage when wetting of the soil does occut. Do not place a gxavel layer beneath the concxete slab, unless specified by the foundadon engineer. The slab should be placed on the undistucbed native sofls, oi well-compacted fill. Projece 041-0725 Page 5 of 8 www. co%raAoeneineerin¢¢roun.com Interiox concrete slabs shall be isolated fsom the foundarion, utility lines and non-bearing pastirion walls. Sepazate the slab fxom all load beazing members and urility lines of at least one-half inch to allow for independent movement of the slab. Ptovide a positive control ox slip joint at the construction joint between the slab and foundation walls Slabs shall have conttol joints at apptoacitnately ten feet on center each way to lessen the possibility of Tandom ctacking. These control joints may be installed as construction joints, saw cuts and/ot scoring of the slabs. Cuts should be made at least the total thickness of the slab. A good quality concrete sealant should be installed in these joints to ptevent suxface dischazges of water from penetrating slab subgtades. A min;mum void ox cleai space of one and a half inches should be provided at the bottom of all non-bearing partitions and fuxring strips placed ovex the concxete slabs (see Floating Wall Detail). One should also piovide a one-half inch space at the bottom of all dooz-jambs to allow for limited movement of the floox slab. The ownex is hexeby noufied that it is theiz tesponsibility to maintain these void spaces. In the event a hot watet heating system is used, the pipe should not be placed beneath the concrete floox slab. In the event a fosced au fumace is used, a two-inch collapsible connection should be ptovided between the fumace and the heat ducts. The so$s that will support the concrete slabs should be kept moist during construction by occasionally spruikliug water and especially a day ot two prior to pouxing of the slab. This ptocedute will help maintain the moistute content of the undezlying soil. In addirion to the above xecommendations, anothec means with which to reduce the risk of movement and cracking to slab-on-gxade construcrion would be to ovet-excavate the below slab soil two ox moie feet, teplace with compacted structuxal fill material, pour the concTete slab six inches thick with a Leinfotcing mat of #4/60 baxs at 18 inches each way. RADON: There is not believed to be any unurual hazazd from natueally occurring souxces of xadioacrivity at the site. Howevex, most counries in Coloxado have avexage radon levels (measured in homes) above the LJ.S. EPA xecommended "action level" of 4 picoCuries pex liter of air (pCi/1). Fot instance, TelleT County avexages 31.94 pCi/1, Pazk County avetages 8.28 pCi/1, El Paso County avetages 4.73 pCi/l, and Douglas County avexages 7.53 pCi/1. Results of a 1987-1988 EPA-supported radon study for Coloxado indicate that the granitic xocks, in pazriculaz, genexally have elevated levels of uraniuxn. These zocks have the potenrial of producing highet than avetage tadon gas levels in homes. Ptoviding incxeased ventilarion of basements and ctawl spaces and sealing of joints can tnitigate build-ups of xadon gas. This mirigarion is best implemented during the design and consteuction phases of tesidences. The Coloxado Geologic Suxvey {www.dnx.state.co.us[geosurvey} and the U.S. EPA {www.eoa.o~v/iaq/xadon} axe both good soarces for additional infonnarion xegarding xadon. Praject 041-0725 Page 6 of 8 www.calarndoen¢ineerinearoun.com OPEN-HOLE OBSERVATION: It is necessary to assutne the soil in the suttounding atea will be similax to that which was observed in this uutial investigation. Howevex, vaxiations acxoss the test borings and site can and do occur. Therefare, it ir required that a qualfied roil engineer incpect the campleted foundrrtion excavation prior to tbe placement af any foundation comjionent to determine whether any signifitant variation fram thir rzfiort exirtt and whether the foundation deaign urill require madification. Pleare contact thir office a minimum of 24 bourr in advance to tchedule a repre.rentative to obrerve tbe completed excavation. The open-bode ob.reruation i,r not included a.r part of the coil report and ir rubject to an inrpeckon fee. Failute to obtain this tequited inspecrion priox to placement of foundation elements xendexs this report and it's recommendarions null and void. COMPACTION: If compaction of the narive or boLrow soils is tequited, it is highly tecommended that you pick up an informative btochure pxovided at any Coloxado Engineering and Geotechnical Gxoup, Inc. office. In genexal, to compact clayey or silty materials: Placing Fill.• No bxush, sod, frozen material, or othex perishable or unsuitable material, or stones of fout inches ot gzeatex in maximum dunension shall be placed in the fill. The distribudon of the matenal on the fill shall be such as to avoid the fortnarion of lenses, or layets, of material differing substantially in chazacteiistics from the sucrounding material. 'I'he materials shall be deliveted to the backfill suxface at a uniform zate, and in such quantity as to pexmit a sausfactoiy construcrion proceduce. IInnecessary concenteation of ttavel tending to cause ruts and othex hollows moxe than six inches in depth, shall be regazded and compacted. Aftex dumping of 6ll material on backfill suxfaces, the material shall be spread by appzoved methods in appzoxixnately 6 inches compacted thickness. Moirture Contmd.• The material in each layex shall be compacted by xolling and shall contain the optimum moisture tequixed fot maximum compaction, as neaxly as pxacricable and as detezinined by the soIls engineer. The moishxte content shall be unifortn thxoughout the layeLS. The contcactor may be required to add the necessaxy moistute to the backfill material in the bortow atea, If in the opuuon of the soils engineei, it is not possible to obtain moistuce content by adding watex on the fill suxface. Compactian: When the moisture content and condirion of each sptead layex is satisfactory, it shall be compacted by a method apptoved by the soils engineei to 90% ASTM D698 (Standaxd Pioctox Density) fox slab aseas, and 100% ASTM D698 for footing and/or pad azeas. A Standazd Pxoctox test shall be pesformed fox each typical fill material and frequent tests of the density of the fill must be taken. Noimally, eight passes of a sheepsfoot xollex loaded to 4,000 pounds pex lineal foot on a suc inch soil layez is sufficient to achieve 90% ASTM D698. In general, to compact cohesionless free-dxauiuig materials: Nate: The aboveguideline.r alro apply When compacting cohesionless free-dtaining materials such as sands and gravel, the materials shall be deposited in layers and compacted by tteads of a ctawlex type ttactot, sutface of internal vibrators, smooth or pneutnatic iollexs, hand or powet tampexs, or by any othex means appxoved by the soils engineex. The thickness of the horizontal layex aftet compacrion shall not Project N: 041-0725 Page 7 of 8 www.co[oradoeneeneerinznroun.com exceed 6 inches compacted thickness if compaction is peifoimed by tractar treads, surface vibratoxs ox sitnilat equipment, ox not mote than penertating length of the vibrator head if compacrion is perfocmed by internal vibxatoxs. The material may not be ponded or flooded to aid in the compaction only if ftee dxauiuig materials undexlies new fill unless specifically recomxnended by the Engineer. When the moistuxe content and condirion of each spxead layex is saris£actory, it sha11 be compacted by a method appzoved by the soils engineer to 90% ASTM D1557 (Modified Pxoctor Density) for slab aieas, and 95% ASTM D1557 for footing and/or pad axeas. If compacrion testing is to be pexfoxmed by Colotado Engineering & Geotechnical Gtoup, Inc. we will require a Pxoctot Cutve, Standazd ox Modified (which evet is appxopriate for the material tested), ftom an approved testing facility. Colozado Engineering & Geotechnical Group, Inc., if zequested, will perform this test(s) for you, provided a sample of the material(s), 5-gallon bucket(s) fixll, be supplied to Colocado Engineering & Geotechnical GLOUp, Inc. a rninimutn of 72 hxs priox to testing. The sample(s) will be used to determuie the maximuxn proctox density and optimum moistute content for that representarive sample. Additional chatges will be incuned for each sample tested and for field compaction testing opetations if required. CONCLUSIONS: This seport is valid only for the use of the client listed for the type of construcrion listed above. Use by any othex is pxohibited, as is the use for othex types of constnxcrion without the express, written pemussion of this office. Pxoperty ownets and builders aze teminded that watet accumulation axound foundation elements is a primaxy cause of structuial distsess in homes. Foundation movement undec any coadition can be minimized by maintaining a stable moistuce content of the soil supporting ttte foundation. Sutface dsainage is pazamount to min;,,,izing the potenrial for watet to penettate backfill to the level of the foundation. If water peneteates tkuough to the soil supporting the foundarion, movement is likely. Any movement that does occut should be less than 1". LIMITATIONS: This Lepoxt and its zecommendations do not apply to any othex site othec than the one described hexein and axe predicated on the assutnprion that the actual soil conditions do not deviate in any significant way from those descsibed in this report. In the event that any variations ot undesixable condirions aze detected during the construction phase ox if the pioposed consteuction varies ftom that planned as of this xeport date, the ownex shall imtnediately norify Colotado Engineering and Geotechnical Gtoup, Inc., so that supplemental iecommendarions can be ptovided, if needed. ProjeM 041-0725 Page 8 of 8 www. co%radoert¢ineerinesroun. com 0 s 10 15 20 r T-----r T= GRAPXIC BCALEIN FEET SCALE: 7^ = 20' SITE PLAN 047-0725 IIIPROM 1 TO IDIETIINCEIBERRINO 1 Illn4-1 I n+-z I 30' I sase I GASTLE ROGK OFFIGE 15 S. Gilbert Street CASTLE ROCK, CO 80704 (303) 688-9475 VICINI Ben Sandoval JOB GASTLE ROCK OFFICE 15 S. Gilbert Street CASTLE ROCK, CO 80104 (303) 688-9475 TEST BORING: 'I TEST BORING: Z DATE: 09/13/2004 DATE: 09113/2004 3'` e v ~ v = ^ ~ ~ = OW . ^ ~ w = 6 y d~ to O J da ~ p ~ Q ~ SOIL DESCRIPTION i G v ~ m ~ SOIL DESCRIPTION p y m y 0-10' CLAYEY SAND grading to 0-18' SANDY CIAY SANDY SILT GRAIN: FINE-COARSE GRAIN: FINE CONSISTENCY: MEDIUM DENSITY: MEDIUM DENSE 2' MOISTURE: HIGH 2 MOISTURE: MODERATE to HIGH CIAY:HIGH CLAY:MODERATE PLASTICITY: MODERATE PLASTICITY: LOW 9 3 20 SC COLOR: BROWN COLOR: TAN to LIGHT BROWN . 12 i10-24' SANDY CLAY 4 4 GRAIN: FINE-COARSE CONSISTENCY: MEDIUM MOISTURE: HIGH 6 ' 6 CLAY:HIGH PLASTICITY: MODERATE COLOR: BROWN 24' CLAYEY SANDSTONE GRAIN: FINE $ 19.7 6 ML 8 DENSITY: VERY DENSE 12 MOISTURE: HIGH CLAY:MODERATE PLASTICITY: LOW 10 10 COLOR: GRAY 12 12 Z'I.1 GRAB CL SC 14 14 16 16 18 18 [ 20 20 [ 22 22 NDWATER WAS ENCOUNTERED DEPTH OF 2 4' AND FILLED ATA O 23' IMMDIATELY. 24 zt,s $C 24 ORING LOG CASTLEROCKOFFIGE 15 South Gilbert Street OWNER/BUILDER: 6en Sandoval JOB # 041-0725 ' CASTLE ROCK, CO 80104 JOB ADDRESS: 2875 Newland Street (303) 688-9475 C7 ~ F-~ H ~ ~ H ~ ~ a w O ~ ~ ~ VJ N n 0 0 CG W ~ ~ z aa 0 ti a a Q Q z 0 a ~ ~ o ~ 0 z 0 ¢ d O Q ~ Q ~ ¢ v ~ W a a U U ~ ~ C) .N-, O N N ~O U` O ~ ~x ~ 0 0 N c'n ~ ~ ~ ~ CC t--i cy~ N N Q ~ z~ p~„~ W Q w ~ M 00 N ~ W oz x ~ ~ N TABLE 1 0 0 0 0 0 ~ a) 2 MI L d N a m ~I O ~ O u) O o ,n 0 L N n ~ aNi 4 ~ E o 0 • a- =w N N m G 2 ..r ~ ~ • p ~ 2 ~ N 0 m o O c ~ v ° M ~ I o o = ar-) o ~ y U d ~ ca ~ U y w a o .2 d Co c a ~ E m d N m (n Z ;n 3 ~g v ~ a a N N N f0 N m n 3 0 C) • C:) Lo d- M N O ~ N M '~t r LO IIam $ io uogepil osuoo ;o(oi') IueD, ed FIGURE 3 0 0 0 0 0 ~ ~ w col L a d a m ~I O 4t O u~ O N O O L r f Q T q d ~ E O O 6~ W y a v ~ ~ • y c Z m O U) O J Y ~ c ~ = n A rnl ~ O 0 -p c N 0 N C o U d ~ m ~ V y O ~ N ~ Q ~ m E .2 mn~i !d N fnZ y 3 a o U y 9 9 9 C d _ y 'O ~ 6 ¢ E N N N N f0 (n m5 3o O O tf) nt M N O ~ N M' -t LO T CO II eMS i o uoge ppos uop ;0 W 4u ao,ed I FIGURE 3 ~ c ~ m v y 3 ~ o 0 U y N ~ a ° c ~ > > = N N h 3 d tn a n E N y 0 O O O O O T C) C) C) C) r ~ w N Q ~ R 0 J C:) C) C) ~ 0 C) ~ ln 4t M N ~ O ~ N M ~ LO liams jo uopepposuoo 10 iuemad N w ~I Lff N N L n Q a ~ o ~i W x m N '2 O ~ L Z ~ m ~ O o , Z o d ~ c ~ NI y C C 10 C fA O U m y ~ A ~ vN `o 0 2 d -Fa a ~ E :3 m ia fA Z FIGURE 3 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GRADATION TEST RESULTS HYDROMETER ANALYSIS SIEVE ANAIYSIS 24 HR 7 HR TIME READINGS 45 MIN 75 MIN 60 19 4 1MIN 2 100 U. S. STANDARD SERIES 00 100 50 40 30 16 10 8 4 CLEAR SQUARE OPENINGS 3 8" 3 4" i-1 2" 3" 5" 6" B" - 0 . . . . . . . . . ~ 10 80 20 . . . 70 30w c> z - z 40 a60 w a ~ 150 50, z W . . . W fiO W 40 W d 30 . _ d 70 20 80 90 10 100 0 .007 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND RAVEL COBBLES IN ME IUM OA R;E IN ARS CLASSIFICATION SC GRAVEL 0.0 % SAND 57.1 % FINES 42.9 % BLOWS 5016' HOLE# t DEPTH 24 Nores: 21.6 "/o Moisture Gontent Numher: 041-0725 HYDROMETER ANALY515 SIEVE ANALY515 24 HR 7 HR TIME READINGS U. S. STANDARD SERIES CLEAR SQUARE OP ENINGS 45 MIN 15 MIN 60 19 4 1MIN 2 00 100 50 40 30 16 10 8 4 3 8" 3 4" 1-1 2' 3 1. 8" 100 0 90 10 80 . . . . _ . . 20 7 ~ ~ ' 30 W z _ _ _ . . z N 60 ~ 40 Q ~ a i 50 - 50 ~ z - 60 w w 40. _ ~ - 30 s m_ . . 70 ~ 20 80 10 _ _ 90 - ~ - ' p - 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILI.IMETERS CLAY TO SILT SAND AV L COBBLES WE MEDIUM ' OA SE FW COA S~ CLASSIfICATION CL-SC NOTES: 21.1 % Moisture Content GR4VEL 0.0 % SAND 46.0 % FINES 54.0 °h BLOWS Bag HOLE# 2 DEPTH 13 Job Number: 041-0725 COLORADO ENGINEERING AND GEOTECHNICAL GROUP, INC. GR4DATION TEST RESULTS HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HR 7 HR TIME READINGS 45 MIN 15 MIN 60 19 4 1MIN 2 U. S. STANDARD SERIES 00 100 50 40 30 16 10 8 4 CLEAR SQUARE OPENINGS 3 8" 3 4" 1-1 2" 3" 5' 6" 8" 100 p 90 . . . . . . . . _ 10 60 . . . 20 . . 070 30 0 z w z 60 a 40~ u a i 50 50 F- w z w V 40 ~ w 60 d 30 . . _ a 70 20 80 10 90 O 7 00 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.38 4.76 9.52 19.1 38.1 76.2 127 152 200 DIAMETER OF PARTICLE IN MILLIMETERS C77 TO SILT INE SAMD I M A IN RAV A COBBLES CLASSIFICATION sc NOTES: 9.3 % Moisture Content GRAVEL 0.0 °k SAND 54.8 % FINES 452 °k BLOWS 20112" HOLE# 1 DEPTH 3 Job Numbec 041-0725 HYDROMETER ANALY515 SIEVE ANALYSIS 24 HR 7 HR TIME READINGS 45 MIN 15 MIN 60 19 4 iMIN 2 U. S. STANDARD SERIES CLEAR SQUARE OPENINGS 00 100 50 40 30 16 10 8 4 3 8" 3 4" 1-1/2- 5" 6" 8" 100 0 90 10 80 20 ,70 300 z i N 60 40 Q ¢ - ~ d ~ 150 50. W yZj ~ qp 60 ~ a a 30 . _ 70 . . . 20. 80 ' 10 90 . ~ . O - 100 .001 .002 .005 .009 .019 .037 .074 .149 .297 .42 .59 1.19 2 2.36 4.76 9.52 19.1 38.1 76.2 727 152 200 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT FINE ~AMEDIUM AR FWE AV L AR COBBLES CLASSIFICATION ML GRAVEL 0.0 °h SAND 452 % FINES 54.8 % BLOWS 6112" HOLE# t DEPTH 8 NOTES: 19.7 % Moisture Content Job Numher: 4-1/2" 30d SPIKE @ 32" O.C. PRE-DRILL NAIL HOLES DO NOT CAULK TC EDGE OF MOLDING. NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATING PLATE. ~ I 2X4 WALL STUDS 1/2" DRYWALL FLOATING PLATE MOLDING STATIONARY BOTTOM PLATE /2" DRYWALL SHIM ED FLOOR NOTES: ° a a ~ ° a a a CONCRETE SLAB 1.NAIL MOLDING TO STATIONARY BOTTOM PLATE ONLY. DO NOT ATTACH TO FLOATING PLATE. 2.D0 NOT CAULK THE TOP EDGE OF MOLDING. 3.PROVIDE A MINIMUM OF 1-1/2" OF FLOAT BETWEEN PLATES. 4. DRYWALL SHOULD NOT EXTEND BELOW THE LOWER EDGE OF THE FLOATING PLATE. MAINTAIN A 1-1/2" GAP BETWEEN THE LOWER EDGE OF THE DRYWALL AND THE TOP EDGE OF THE DRYWALL SHIM. 5.PROVIDE AT LEAST A 1/2" FLOAT BETWEEN THE BOTTOM OF DOOR FRAMES AND THE FLOOR SLAB. 6.FAILURE TO PROPERLYINSTALL THE FLOATING WALL CAN LEAD TO WARPED DOOR FRAMES, AND COSMETIC CRACKING AIONG WALLS THROUGH OUT THE ENTIRE STRUCTURE. ( FLO ATING WALL I CASTLE ROCK OFFICE I 15 South Gilbert Street ~ OWNER /BUILDER: Ben Sandoval J08 g 047-0725 (303) CASTLE 68 8 ROCK,- CO 9475 80104 j IJOB ADDRESS: 2875 Newland Stree! • ppppp~ . FOUNDAnON WALL SPREAD FOOTI7// EXPANSION JOINT ~ FLOOR FOOIING a I - I A MINIMUM 45 DEGREES FROM FOOTING COMPACTED FILL (90q OF D1557) WALL ON GRADE EXPANSION JOINT , FILTER FABRIC PLACE TOP OF PIPE BELOW BOTTOM OF FOOTING OR WALL AT "HIGH POINT" GRAVEL - MINIMUM TO 4" ABOVE PIPE PERFORATED PIPE ~ POLYETHYLENE FILM: MOP TO WALL AND CARRY BENEATH GRAVEL AND PIPE 1. Gravel size shall not be less than 1/2" in diameter and not greater than 1 1/2" in diameter. 2. Diameter of perforated pipe varies with amount of seepage expected, three inch diameter is most common. 3. Pipe shall be laid at a minimum grade of 1" in 10'. 4. Outfall to be unobstructed, gravity outfall if possible. Use sump and pump only if gravity outfall does not exist. Discharge portion of pipe shall be non perforated past area to be drained. Owner is responsible to maintain daylighting of drain. II FLOOR J MINIMUM 45 DEGREES FROM WALL ON GRADE 5. Exterior earth backfill material should be compacted to at least 80% maximum modified proctor density in the upper three feet of fill. 6. Filter fabric shall be mirafi 140 s or equivalent. 7. Drain pipe shall be laid below area serviced or protected, as shown in detail above. 8. Mop polyethylene film to wall and carry beneath gravel and pipe. 9. The polyethylene film shall be continued to the edge of the excavation. NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. I PERIMETER DRAIN II CASTLE ROCK OFFICE I 15 South Gilbert Street I OWNER/BUILDER: Ben Sandoval JOB # 041-0725 CASTLE ROCK, CO 80104 ~ 108 ADDRESS: 2875 Newland Street • p~Q~ p~ (303) 688-9475 ~ OPTION 1 OPTION 2 CAISSON INTERIOR TYPE CAISSON EXTERIOR TYPE , . WATERPROOFING FOUNDATION WALL O R BACKFILL AREA POLYETHELENE 12" BUILDING PAPER MEMBRA NE ON TOP OF _ GRAVEL 3" OR 4" DIAMETER PERFORATED PLASTIC PIPE MINIMUM DEPTH OF CLEAN GRAVEL, S" (MINIMUM SIZE 1") PIER 1. Gravel size shall not be less than 1/2" in diameter and not greater than 1 1/2" in diameter. 2. Diameter of perforated pipe varies with amount of seepage expected, three inch diameter is most common. 3. Pipe shall be laid at a minimum grade of 1" in 10'. 4. Outfall to be unobstructed, gravity outfall if possible. Use sump and pump only if gravity outfall does not exist. Discharge portion of pipe shall be non perforoted past area to be drained. Owner is responsible to maintain daylighting of drain. 5. Exterior earth backfill material should be compacted to at least 80% maximum modified proctor density in the upper three feet of fill. 6. Filter fabric shall be mirafi 140 s or equivalent. 7. Drain pipe shall be laid below area serviced or protected, as shown in detail above. 8. Mop polyethylene film to wall and carry beneath gravel and pipe. 9. The polyethyiene film shall be continued to the edge of the excavation. NOTE: CONTACT THIS OFFICE FOR DENSITY TESTING. I PERIMETER DRAIN II CASTLEROCKOFFICE I 15 South Gilbert Street OWNER BUILDER: Ben Sandoval JOB # 041-0725 CASTLE ROCK, CO 80104 JOB ADRESS: 2875 Newland Stree! • p, ~~.y p~ (303) 688-9475 "I os wCD N 7 w0 A 0 Cn q ID fD W O W = • O 7 N 3 N `m v m m =3 3 m a CD ~ 0 ~ V ~ N 'O m ~ 0 ~ ~ ~ ~ C- 0 Q D a a ~ N N' N n rW ~ ~ ~D 0 = ~ II r~, u r"F 0 CD ♦ / 0 7 ~ N ~ ~ C ~ Z O 'v ~m m ~ r ~ O N ~ vm GZ 'v o m ~ w 0 ~ N W ~ N ~ N ~ v m~r N os W (D W 7 A pn 1 61 W @ W Q W = • O 7 N S N N 6 N (D 7 01 n m C) d 0 '(D ~ N a CD e 0 3 0) ~ ~ ~ \ V IV \ v C- 0 Q Q a ~Iw W N z ~ ~ D l7 ~ ~ ~ 0 '~S C 0 ~ Z (D W =0 ~0-r w f/~ ~~il W z < m = a~o n O Z cn y 0 omE ~ 0 ~ y' ~ 'v ~ ~ ~ y W w m w:3~ Aon , w CD W W O ~ N fD ~ ~ ~ 3~ ~a ~ ~ °D v r Ok 1~ ~ I V C- 0 Q a a ~ N N ~ Z I ~ C 0 n ~ Z = (D w ; ~ oN w ~ m ~ • r o ~ O Z ~ v, ~ v z 0 (D y ~ 00 ' M ~ 05 w(D N 7 W pn A ~ W n W ' O 7 N S SU G fD Q m m =3 3 v a CD ~ ~ 0 ~ ~ 7 N ~ W n 0 ~ d C- 0 c Q a N N ~ (D 0 P*- ~ ~ 0 0 (D 0 0 3 ~ y ic ~ C (D ~ ~Z o 3v Cl) C ~m r 00 (D N ~ vm L• Z N ~ 0 0 3m a m-1 W 0 W N W N N ~ N N o ~ ~ co 4) L ~ ~ ~ L . t.O . O. : N O a -p \ N C ~ 3 N \ d 'm C ~ d C N ~ E N~ 4~ . N. . ~ . a i v i" . ~ co~.. a.y"D. . ~ II.U b. . m~0)N Q1 ~ . C ~ N Z 3 ~m N LO 00 .0 4) - ~ Q o) -o o ~ .M. ~ v . . , ~Z M lL O~ 0 .C-0 d NO v ~ co U) ~ ~ > o~ v . ~ c 0 o t ~ ' V ` ,Q a 0. . a' ~ ~ ,L~ mYt''o Q s rn ~ `3 E ~ U ~ a V W ~~6 ? Q c o~ b DO o i . . v ~ U 3 L 2 b o ~ V) W m ~ d ,a o T M N ~ ~ ~ W ~ O'T b ~ . O l ~ 7 Qd~. w~ . fl ^ . . . . . ~ ~ y w~0 o c Q a ~ v m o E F- Z .'`o3Ec Q = (D elf ~ t-- w E = Z Z ~ wEa ~ O (D d t m ~ I- n~ O U ~ ~ LU ~ 0 0 Q (If w ~ O ~ CL Z 0 CL ~ U U) LL7 ~ J Q'^ V W J ~ L m Y O C (D a) w D 3 O t 3 T ~ (Q ~ Q ~ C) a~(, o N cn m'O.- O a~i4--s M t V O ~ d c C> a V w ~ C" w y " cn a):o o C ~ ~ _ ~ v O EL Z 0 Z O Z Z O N N o c° U- o U _ ~ U j LL p ry m O ~o U u C w N O>; ~ C -6 ~ 7 Q m ~ ~ c i 0 N 303 - Z3,q- - 4CO-0 Date: Zv, 5 A Certiricate of Occupancy / Completion has been requested for: ~ ADDRESS: PURPOSE OF STRUCTURE: Building Department Approval: c Remarks: ~ Zoning Approval:_ Remarks: Public Works Approval: Remarks: ` Fire Marshall Approval: (If Applicable) . rtCn iai na_ ; Sanitation District Apl (If Applicable) Remarks: Water District ApprovaL• (If Applicable) Remarks: 1 F B a IMPROVEMENT SURV PART OF BLOCK 9, HENDERSON'S /4 V PART OF THE SW 1/4 SEC. 25, T3S, z COUNTY OF JEFFERSON, STATE i/ierFi coR. GRAPHIC SCALE 20 0 10 20 40 8A 1 9 ~ ~ ( IN FEET) 1 inch = 20 ft. y `c~ SET NO a~ & CAP cC~ I FOUND r~ ~i ~EGE(~0 DENOTES r c~ ~i Q? ~ N i~ F3C~TI1 5lDES OF- ALL E3QUNDAf~lES SAIp PA ~I fi1E SURVEI'' DOES NAT CONS7ETUTE A TITLE i a as ~ 1. ..y. 0 e _ X5.9 9.~~ ~ ~ r^ ~ ~ ~ C)VvNERSt1iF' OR EF~SEMENTS OF RECORD. ~f ~ 2 ~ 99,8 ~ I ° a ~ ~ ~ ~ 1 t~1 d r f to I _ _ ~ C~LU~ADC~ L,S. NC?. I O ~I w ~ ~ I ~c ~ ~ ~r1 W ~~oc f ~ i I ~ C!? I ~ i 9?.35 E~ E.O.A. ~ f ~ f C~ ~ t~.l r I W I f i I I I I I SW COR FOUND Q ( 2643.8Q' A.M. ) S0. 1 /4 COR. SECTION 25 8~X ( L FUND 3" CAP !N RANGE BMX { L.S. 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