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HomeMy WebLinkAbout3845 Cody Streetaol7a �c�s� CW`A INSPECTION RECORD °u anclT e Y f � INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments 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 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 & 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. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof r 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. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201703051 i PERMIT NO: 201703051 ISSUED: 07/01/2017 JOB ADDRESS: 3845 Cody ST EXPIRES: 07/01/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge Brownwood asphalt shingles with ROOF DECKING *** CONTACTS *** OWNER (303)422-3099 ASKEW PATRICIA W SUB (303)421-7100 Ted Roland 018516 K & H Windows & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,059.13 FEES Total Valuation 0.00 Use Tax 232.24 Permit Fee 236.00 ** TOTAL ** 468.24 - - *** 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 one half 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 manufacturer 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 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 - 201703051 PERMIT NO: 201703051 ISSUED: 07/01/2017 JOB ADDRESS: 3845 Cody ST EXPIRES: 07/01/2018 JOB DESCRIPTION: Residential Re—roof to install Owens Corning Oakridge Brownwood asphalt shingles with ROOF DECKING i, byy m si o hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications= applica uilding des, and ali ap able municipal codes, policies and procedures, and that I am the legal owner or have been authorized by t egal owner t grope dam authorized to obtain this permit and perform the work described and approved in conjunction with t permit. I furl r es le ally authorized to include all entities named within this document as parties to the work to be erformed and I� pecifications. V / Sign O CONT CTOR (Circle one) Date his permit was issue based on e information provided in the permit appliZ n and accompanying pans and specifications and is subject to the compliance with t se 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 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 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 Iyeld inspection. Signature of Chief Building Official `r 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. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 20, 2017 10:47 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application I Residential Roofing Permit Application 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 3845 Cody St Presley Askew 303-422-3099 Field not completed. 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 z 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 r /1 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 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 Property Owner Name Property Owner Phone Number Property Owner Email Address 3845 Cody St Presley Askew 303-422-3099 Field not completed. 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 K&H Windows and Exteriors 018516 7204201727 Contractor Email Address RRobinson@Khwindows.com (permit pick-up instructions will be sent to this email) Retype Contractor Email RRobinson@Khwindows.com Address DESCRIPTION OF WORK Are you re -decking the Yes roof? Description of Roofing Tear out and re -install off 33 squares in OC Oakridge Material Brownwood Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 33 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 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 33 Tear out and re -install off 33 squares in OC Oakridge Brownwood Project Value (contract U446-3-2-, 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 Rachael Robinson Email not displaying correctly? View it in your browser. 3 An .—IH ROOFING SINCE 1956 Buyer r2j14¢AS IceL✓ Insurance Company 4e-rnG •vc +% J_.z.�v., Address . 3 Y -J jS � Phone I -&o - -) f� � X73 fax FGA RECEIVED 0 0 2017 Poiicy# )y R V(,)'3 Claim# t'/ /31 -7 S� Fully Insured tJUN 5805 West 56 Avenue j IBBB Lic. #19338 Arvada, Colorado 80002 iApproval # Office: (303) 421-7100 1 Fax: (303) 423-7326 PROUD OF A+RAT] NG Roofing Contract www.khHomeSolutions.com Buyer r2j14¢AS IceL✓ Insurance Company 4e-rnG •vc +% J_.z.�v., Address . 3 Y -J jS � Phone I -&o - -) f� � X73 fax FGA City 'A'.4 Pds,- State C> Zip -O( 3 Poiicy# )y R V(,)'3 Claim# t'/ /31 -7 S� Phone #Oz-12-4 —1 09"Tell #-72Q; —V `/S— )3,S`j Project Manager /-1, C t 4, , I J CC t U' -d Email Cdr keiA- G1 6^r.; i; t Co h Payment C1 Check/Cash ❑ Credit Card ❑ Finance Date — iApproval # SCOPE OF WORK HOA Approval Required: D Yes A No ti Initial eTnCir` kGv k ti f s UNIT QUANTITY , LIN ITCOST TOTAL - �, C� E c !�� (Z' i I R F 1� IC, C! SUBTOTAL i Cj? "FIVE YEAR LABOR WARRANTY j TOTAL r Initial If initialed by Buyer, then the contract price is contingent upon insurance approval, and the buyer is only responsible for the deductible per insurance policy. Once insurance company agrees to pay the property damage claim Buyer will have K&H Roofing & Restoration perform all repairs specified by the insurance company's adjuster report. By this reference, the adjuster's report and estimate are a part of this Contract Notice of Right to Cancel Buyer may cancel this transaction any time prior to midnight of the third business day after the date of this transaction by writing I hereby cancel" at the bottom of this contract and returning a copy to Seller at the address shown above. Any payments made by Buyer will be returned to Buyer within ten business days following Seller's receipt, of Buyer's cancellation notice. _ Initial In compliance with insurance practices, If Buyer plans to use insurance proceeds for this job then K&H may not pay, waive, rebate or promise to pay, waive or rebate all or part of any insurance deductible applicable to the claim. K&H Roofing & Restoration is fully insured and carries Worker's Compensation, General Liability and Automobile insurance. Buyer/Owner: Consultant: Date: C— /-? Approved — Approved sy: White - Office Canary - Customer Pink - Customer TERMS AND CONDITIONS 1. This Contract is subject to final approval by K&H Roofing & Restoration ("K&H") and, in conjunction with any additional change orders (collectively referred to as the "Contract"), represents the entire agreement and understanding of all parties. There are no verbal representations that have not been set forth in writing on this Contract. and therefore no other terms will be recognized. 2. Any change to the terms of the Contract shall require a written document signed by all parties. 3. Any supplemental payment from the Owner's insurance company is due to K&H, including Contractor's Management Fees, Overhead and Profit. 4. K&H will perform all work in a professional and workmanlike manner according to current local building codes and specifications. 5. K&H shall not be liable for any structural movement, settling, damage to drywall, damage to driveway, or any damage to personal property which occurred as a result of construction. 6. No warranties cover damage caused by natural disasters (including but not limited to tornados, lightning, gale force winds, hailstorms) impact from foreign objects, damages due to failure of the foundation of the building from any reason such as settling of the soil or failure of the walls or any other existing structure outside the scope of K&H's work. 7. K&H is not responsible for providing any materials or the performance of any work other than what is described in the Contract. S. Buyers will .provide, without charge, all electricity needed for the work under this Contract. Buyer agrees that materials and product may be delivered by K&H and its suppliers to Buyer's premises. Buyer shall provide to K&H, its suppliers and subcontractors timely access to ,job site. All surplus materials shall remain the property of K&H. 9. Buyer agrees that Buyer is responsible for removing all personal property from the area where the work will be performed by K&H pursuant this this Contract. Any damage to personal property of Buyer as a result of not moving the property will not be the responsibility of K&H. Buyer acknowledges having been advised that there is a possibility of collateral damage to items hanging from ceiling and walls. Damage to lawn, flowers, trees, gardens, landscaping, shrubs, plants, cable TV wiring or cables, electrical wiring, piping and plumbing. K&H shall not be liable for any incidental, consequential, or exemplary damages of any nature, however caused, whether by its own negligence or otherwise. K&H maximum liability for any reason, including its own negligence or the negligence of its subcontractors, is limited to the amount of this Contract. 10. If this Contract is cancelled by the Buyer after the Right to Cancel but before K&H has begun work on the Contract, Buyer and K&H agree that it will be difficult to ascertain actual damages incurred by K&H. Buyer and K&H agree to liquidate these damages and Buyer shall pay K&H an amount equivalent to thirty percent (30%) for approved Replacement Cost Value, and K&H agrees to accept compensation for said cancellation and consequential loss of profits. 11. Each trade represented will be payable in full at completion of said trade. 12. All payments shall be made to K&H Roofing & Restoration. 1.5% monthly will be added in daily increments to the balance of any and all unpaid portion of Contract, commencing upon completion date or receipt of the remaining insurance proceeds, whichever is earlier. 13. Before any warranty, written or otherwise, is to be considered valid, the Contract must be paid in full. 14. In the event Buyer has any indication that the work or material provided in accordance with this Contract may be faulty, Buyer must provide to K&H or its authorized representative written notice containing particulars sufficient to identify the potential problem as soon as practicable, and in any event no later than thirty (30) days from the date of discovery. Any claim by the parties that arises out of or in connection with this Contract shall be barred unless such notice is provided. 15. If K&H seeks to enforce its rights under this Contract (whether in contract, tort, or both) or seeks a declaration of any rights or obligations under this Contract, it shall be entitled to its reasonable attorney fees, and costs and expenses incurred. 16. This Contract shall be interpreted in accordance with the laws of the State of Colorado without regard to any conflicts of law. All claims, disputes, and lawsuits arising out of or in connection with this Contract shall be resolved or adjudicated in the county of Jefferson in the State of Colorado. 17. The invalidity of unenforceability of any term or provision or any clause of this Contract shall in no way impair or affect the validity or enforceability of any other provision of this Agreement, which shall remain in full force and effect. 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: 3 `%57 cody `+ Permit Number: 112 U 3 D a ❑ No one available for inspection: Time `1 `-� "r' A N/P Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 7 1-/o Date: J -� GInspector: � f 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: 7G Job Address: (_/�; C- orl r �,p Permit Number: /'>c9 -, ,-I -�-, / ❑ No one available for inspection: TimeCI/PM Re -Inspection required: Yes Flo When corrections have been made, call for re -inspection at 303 -234 - Date: f Inspector: �. r J DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccunancvlTVge °'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. T ) (7A1 L 1141, 1 ,r7 rte,„ I SPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic 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. FINALS Electrical ✓/ 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 CONSTITUTE AUTHORIZATION OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ .. V 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 ?O''YS r°�r�� s� Permit Number re6 ❑ No one available for inspection: Time ; XO AM(� Re- Inspection required: Yes ��No ❑ No one available for inspection: Time ; XO AM(� Re- Inspection required: Yes ��No DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type I'RE' Job Address J'655r Y eca v 31 " Permit Number 110M4- DO NOT REMOVE THIS NOTICE �•" City of Wheat Ridge _r Residential Solar PERMIT - 110166 PERMIT NO: 110166 ISSUED: 02/23/2011 JOB ADDRESS: 3845 CODY ST EXPIRES: 02/23/2012 DESCRIPTION: 10.08 kw roof mounted PV system * ** CONTACTS * ** owner 303/422 -3099 Pres Askew sub 888/765 -2489 Jared A Miller 11 -0035 SolarCity ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0804 BLOCK /LOT #: 0/ * *FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 35,280.00 FEES Residential Solar 500.00 Total Valuation .00����� ** TOTAL ** 500.00 N Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. 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, 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 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 ument a /o its' accompanying approved plans and specifications. Signa,'(ure of OWNER or one) Date I. is permit was issued based on the information provided in the permit application and accompanying plans and Via 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 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 ny applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fie ion. Signatur of CVef Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6atR.i j COMMUNITY DEvELoPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: 2-01 Plan # Permit # 1/0 05r, SE"IT 6ypv ri c-uly�lejbt-,z-- co d Property Owner (please print): ,PIZ - 1 e--7 Phone: �',- f 41 e- Mailing Address: (if different than property address) '7� Address: C1 . City, State, Zip: Contractors City License #: Phone: 7 2- 0 - S7, 1 ZA 22 so Electrical: Plumbing: Mechanical: City License # City License # City License # C Review Fee (due at time of submittal): Squares BTU's — Gallons — Amps _Sq Ft. _ $ 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. CIRCLEONE (OWNER) (CONTRACTOR) or UTHORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) PRINT NAME: 1Ze71 SIGNATURE: < DATE: Bldg Valuation: N City of R 7 Wheat ° ` Ce Date: (; COMMUNITY DEVELOPMENT Plan #. Building & Inspection Services Division Permit 1 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Pro terty A dYess 45 d S+ Property Owner (please print): ?V C k ; Phone: 36 3 . L{Z 2 • 309�f Mailing Address: (if different than property add ss) i Address: wtA City, State, Zip:�u Copfractor: �p�Lt ✓Ct Contractors City License #: �, Phone 7 Z 3, lQ Sub ContractoYs; Electrical: mbing: Mechanical: u City License # City Lic e # City License # bescrlptl InSE� tt 10.0 (F . Contract Value: Sys +ctv� AM. $ 3S�Z88 Review Fee (due at time of submittal): Squares G ons Amps Sq OWNER TRACTOR SI ATURE OF RS G AND AGREEMENT 1 hereby cc at the setback ' ances proposed by this it app re accurate and do not violate applicable ordinances; rules or reg ti of the City heat Ridge or c ts, a ents or ions of record; that all measurements shown and allegations made accurate• at have read and agre 'de all conditions printed on this application and that I assume full responsibility for co plianc ith applicable City of Whoa codes and ordinances for work under any permit issued based on this application; t,at I am legal."' _ n authorized by the legal owner of the property to perform the described work an d am also auth 'zed b e le .owner of any a tcluded on this application to list that entity on this application. cLE ONE.. R) (C NTRA or OTH ZED REPRES� of (OWNER (CONTRACTOR) PRINT NAME: • /` %? DATE: �.. ri " , r `' r'"r 9 "� �i i EPARTMEN7'` 5� O.NLY � �s �� s "- " �' ✓ �' ��v `� �.; rrr u'`ZONING COM N'f5 ✓` ,- �v c E r r s �x'.sr� z ..� .,-. 7G��� '� prJ '✓zY' �`T �a�.'",- �eF`s/ 2 < '' � l h" r + � r✓ ✓ T✓ _ ✓ _ Z 5 r �t" fl'r r / � � � .>�� %? v � � y yy y �' r OniQ9 i✓ 1. ✓✓` �L.0 ✓ � �. �' '. o zr i(i �'�' i s r K 1/,... iY 3 <�� Srlewer r �� rr „ ��3 Cy✓, � . � r G>r�r r 4l; `'✓ � tom✓'✓ c z �a3 � r Ja��� S-- �a . Y `,,,, � aF " s-! n. rz � ✓r' ✓Cr '` r" ✓ �'Vr ✓ rr ?✓"�.wy' `':'' s✓✓ ✓ �"�''SC i✓*' x r✓'.m; a6UILAlN EPrjYtTMENT COIv1ry1E#7S � �5 i✓ ✓r� ✓Y ✓ r` �' /Xr�r`"N,✓ K"- `�3�'c 11 t S r r +. ✓ s � ✓ r /'✓ ✓, i 3 �, tr e ✓ ? N 1. � � zReyteWefz 54 ad ✓ ti r ff Y s r ✓w' �' r %/ � s✓ -�' si �, r B yr ' ✓ r r r ld.✓"''"' r'� � '� yi ✓r s� cr r✓ � ,' J .^; r � ✓ , (, r i✓ ,, ✓ s ✓ �.-., r ✓ r .✓;- t ✓ z ""7 z ✓ r ,i ✓ L � r r - 9C a s r ^✓ ,� r °.' � , a ✓ ✓" � ">"! Y.'Y I'" ''i � C r2� al F '�' r cv ca5� � � 'r�.�'..�s�v5�"ra^'s ` . ✓ , l - r ✓ ✓ +, i : ✓ �✓ r ti /� ✓~� �-` ✓ 'sof5 u � i ✓rte �Y §/ %?�r�rY`r+' �3 n � ✓�r .. � , zPUELiC WORKS S�.OMMENT3 t �r �� 6 � �Y OCCUPANCY � '� i RevieweT' z c ? '. 4e ✓ /r : /� �' � ✓.�+�✓ t � z/ ✓ < .f . - ✓ FIRE DEPA'RTMENT� ❑ apptQved vp/ comrgehts ❑ d158pproved� p"It0 reY1eW required , Bldg V81UatlOn $ 2/8/2011 -- PROJECT: Askew Residence 10.08 kW Roof Mount Solar'PV System 3845 Cody Street Wheat Ridge, CO. 80033 , REPORT PREPARED FOR: SolarCity, Inc. R 3055 Clearview Way'.. San 402 Hlcg 88 -765 -2489 � OWNER: PE -44104 3845 Cody Street Wheat Ridge, CO. 80033 303- 422 -3099 PROJECT DESIGNED BY:. SolarCity, Inc. Work shall comply with the 3055 Clearview Way following codes: 2006 IRC, 2006 San Mateo, CA. 94402 IECC, & 2005 NEC. 888- 765 -2489 MEgr v m �oeoaa °° Wheat Ridge Building Department pproved 93 ►r LDI OFFICIAL DATE Validtly of permfi:. The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisioiro of rho - Building codes or other ordinances of the City shall not be valid. 2/8/2011 800056 - Askew.xlsx olarCl 3655 Clearview Way San Mateo, CA. 94462 (888) -SOL -CITY (765.2489) 1 www.solarcity.com Calculations by: AEO Reviewed by: JHC Table of Contents 1 Wind Load Calculations for Open Structure Component and Cladding 2 Solar PV System & Rack Dead load Determination 3 Roof Dead load Determination 4 Determination of 2006 IBC fASCE 7 -051 Seismic Loads 5 Rafter /Beam calculations 6 Appendix • Image from Google Earth showing Wind Exposure & Lot/Lon • Seismic Spectral Response data from USGS web site Note: Seismic Check is not required because Ss = 0.226 < 0.4g per 1613.1.1 in 2006 IBC Snow Load = 30 psf Live Load = 20 psi Dead Load =10.23 psf Basic Wind Speed =100 mph Exposure'B' 2/14/2011 800056 - Askew.xlsx AF Wind 1 Input Variables Calculations and Values Required Variables Design Wind Pressures based upon: mean roof height, ft 15 ASCE 7 -05 Chapter 6 Wind Loading Exposure Category (6.5.6.3) B Basic Wind Speed (Figure 6 -1 or local data) 100 Equation 6.5.13.3: Component and Cladding Elements Importance Factor (1 for residential) 1 Wind Pressure P = qh *Cn *G roof shape pitched 6.5.10: Velocity Pressure Roof Slope (degrees) 26.6 qh = 0.00256 *Kz *Kzt *Kd *VA 2 *1 Roof Zone 3 contiguous sq. feet of array 32 From Table 6 -3: least width of the building 41 Kz = 0.70 obstructed wind flow? TRUE From Figure 6 -4: Kzt= 1.00 Local Topographical Features From Table 6 -4: Kd = 0.85 (choose "standard "or refer to pictures right, and below) type of hill none From figure 6 -1: Hill Height (h) (ft) V= 100 slope of hill (degrees) From table 6 -1: horizontal distance from hilltop to house(x) I = 1 height from bottom of hill to mean roof height(z) From Velocity Pressure Equation: qh = 15.23 Design Wind Pressures From Figure 6 -19B P (Ibs. per sq. ft.) = qh *Cn *G Cn (uplift) = -1.94 Pd (downforce pressure) = 10.36 Cn (down) = 0.80 Pu (uplift pressure) = -25.08 From 6.5.8.1 G = 0.85 Max Tributary Area Max Uplift Force on a Single Standoff Individual Rows in Portrait Pmax (Ibs.) = Amax *Pu Kyocera KD210GX -LP Pmax = -247 Amax (sq. ft.) = 0.5 *L *X Factor of Safety = FI *D *NI /Pmax L (length of panel in ft. perpendicular to rail) 4.93 250 = FI (pullout capacity of lag (Ibs /inch)) X (distance between standoffs in ft.) 4 2.50 = D (minimum lag thread depth) Y (distance between standoffs in ft.) 2.50 2 = NI (number of lags per standoff) Amax = 9.85 5.06 = Factor of Safety Point Load Calculations Dead Load Calculations PL (Ibs) = Amax *DL DL (Ibs /sq. ft.) = (Mm +Mh) /(L *W) PL = 30 L (length of Kyocera KD210GX -LP modules) 4.93 W (width of Kyocera KD210GX -LP modules) 3.25 Mm (weight of Kyocera KD210GX -LP modules) 40.80 Mh (weight of hardware per module) = 7.39 Version 1 8 DL = 3.01 a 2/14/2011 800056 - Askew.xlsx Flush DL 1 CALCULATION OF SOLAR PHOTOVOLTAIC ROOFTOP SYSTEM DEAD LOAD MODULE AND STAND -OFF CHARACTERISTICS Module Make & Model: Kyocera KD210GX -LP Panel Configuration: Rows in Portrait . ` Nmod = 48 Quantity of Kyocera KD210GX -LP modules Lmod = 4.93 ft Length of one Kyocera KD210GX -LP module Wmod = 3.25 ft Width of one Kyocera KD210GX -LP module Amod = 16.01 sf Area of one Kyocera KD210GX -LP module Wtmod = 40.80 lb Weight of one Kyocera KD210GX -LP module DLmod = 2.55 psf Unit dead load of Kyocera KD210GX -LP modules Solar Rail Make & Model: SolarCity Rail Solar Rail Configuration: X -X Solar rails running in X -X direction Mao =. 0.68 plf Unit weight of aluminum solar rail, plf Stand -off Make & Model: SolarCity Canopy Wtstandoff = 1.75 lb Unit weight per stand -off assembly PANEL AND RACK SYSTEM GEOMETRY 0 = 26.6 deg Tilt of panel system from horizontal emof. 26.6 deg Slope of roof mounting surface - hmin = 0.33 ft Least panel height above roof surface (vertical dimension) hmax = 0.33 ft Greatest panel height above roof surface (vertical dimension) h = 0.33 ft Mean panel system height above roof surface (vertical dimension) L x _ x = 39.50 ft __ Array length in X- X- Direction -- - -- -- Sx -x = 4.00 ft Standoff spacing in X -X Direction Ns,xx = 10 Number of standoffs in X -X Direction L Y _ Y = 19.92 ft Array length in Y -Y Direction (actual dimension at panel tilt 0) Lh - = 17.82 ft Horizontal projection of array length in Y -Y Direction S - = 2.50 ft Standoff spacing in Y -Y Direction Ns, - = 8 Number of standoffs in Y -Y Direction 2/14/2011 800056 - Askew.xlsx Flush DL 2 DETERMINATION OF SYSTEM DEAD LOAD FOR SEISMIC ANALYSIS COMPONENT AREAS, LENGTHS, AND QUANTITIES Asystem = 787 sf Gross area of solar PV system Amodmes = 768 sf Net area of solar modules only Nrall = 8 Number of solar mounting rails L rail = 316 ft Approximate total length of solar mounting rail Nstandoff = 80 Number of stand -off assemblies DEAD LOAD CALCULATION Length or Unit Component Component Quantity Weight Weight, lb Solar Modules 48 x 40.80 lb = 1958 Solar Rails 316 ft x 0.68 plf = 215 Stand -off Assemblies 80 x 1.75 lb = 140 Subtotal for Hardware = 355 lb Total System Seismic DL = 2313 lb Weight of Hardware per Solar Module = 7.39 lb Weight of Modules per square foot of PV System = 2.49 psf Weight of Hardware per square foot of PV System = 0.45 psf i Total Seismic System Weight per square foot = 3.01 psf 2/8/2011 800056 - Askew.xlsx Roof DL 1 APPLICABLE CODE: 2009 International Building Code Calculations by: AEO Checked by: JHC Determination of Dead and Live Loads: FITW-ANDE LOAD LIVE LOAD Element Materials Wt. (psf) IBC 1607.11.2 Roof: Comp. Shingles (2 layers) 6.00 Roofing Paper 0.50 1/2 in. Plywood or OSB 1.50 (Top Chord) 2 x 4 @ 24 in. o.c. 0.73 L = 20 psf Miscellaneous 1.50 A b;b = <= 200 sf 10.23 R, = 1 Roof Pitch 6:12 1.118 26.6 deg R = 0.9 Dead Load @ Roof Pitch = 11.44 L,= L * R, ` R = 18 psf Ceiling: Insulation 1.42 (Bottom Chord) 2 x 4 @ 24 in. o.c. 0.73 (Web) 2 x 4 @ 24 in. o.c. 0.73 5/8 in. Gypsum Board 2.80 Miscellaneous 1.50 7.18 10 psf Walls, Ext.: Wood Siding 5.00 Building Paper 0.50 1/2 in. Plywood or OSB 1.50 2 x 4 @ 16 in. o.c. 2.00 1/2 in. Gypsum Board 2.20 Insulation & Misc. 1.00 12.20 Walls, Interior 1/2 in. Gypsum Board 2.20 2 x 4 @ 16 in. o.c. 2.00 1/2 in. Gypsum Board 2.20 COMPANY PROJECT WoodWorks� SolarCity Askew Feb. 8, 2011 11:04 800056 Section A.wwb SOt Merox WOOD OUIGN Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat tern Location [ftl Start End Magnitude Start End Unit DL Dead Full Area No 155 10.23 (24.0)* psf SL Snow Full Area Yes 911 30.00 (24.0)* psf PV1 Dead Point No 11.33 30 lbs PV2 Dead Point No 13.58 30 Its PV3 Dead Point No 15.42 30 lbs PV4 Dead Point No 16.92 30 Its RLL Roof live Partial Area Yes 0.00 9.75 20.00 (24.0)* psf MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 6 -3.7" 0' rim 7 , - q', 191 Unfactored: Analysis Value Design Value Analysis /Design Shear fv = 73 Dead 155 fv /Fv' = 107 154 213 911 79 Other fb /Fb' = 0.42 273 Bending( -) 388 fb = 343 Fb' = 127 Factored: 0.54 Deflection: 0.16 = L /515 0.34 = L/240 0.47 Interior Live Total 0.22 L/363 0.45 = L /180 Total Cantil. Live 380 = 541 0.19 = 556 206 Bearing: Total -0.17 = L/129 0.25 = L /90 0.69 F'theta 0 504 504 504 504 Load Comb #0 414 #9 #16 #13 Length 0.00 0.50* 0.50* 0.50* 0.50* Cb 0.00 1.75 1.75 1.75 1.00 "u,,. Voa, II I icuyui wI rvisu is vc wi eateuuF supparts anu ac Tor mrermealate supports MSR Lumber, S -P -F, 1650f -1.5E, 2x4" Roof joist spaced at 24" c/c; Pitch: 6.0112; Total length: 20' -1.5 "; Self- weight of 1.06 pit included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds . typical stock length of 18.0 .[ft]. Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2005: Criterion Analysis Value Design Value Analysis /Design Shear fv = 73 Fv' = 155 fv /Fv' = 0.47 Bending( +) fb 911 Fb' = 2182 fb /Fb' = 0.42 Bending( -) fb = 1175 Fb' = 2168 fb /Fb' = 0.54 Deflection: 0.16 = L /515 0.34 = L/240 0.47 Interior Live Total 0.22 L/363 0.45 = L /180 0.49 Cantil. Live -0.13 = L /170 0.19 = L /120 0.70 Total -0.17 = L/129 0.25 = L /90 0.69 O. ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 16 Fb'+ 1650 1.15 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 13 Fb'- 1650 1.15 1.00 1.00 0.993 1.000 1.00 1.15 1.00 1.00 - 9 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 13 Emin' 0.76 million 1.00 1.00 - - - - 1.00 1.00 - 13 Shear : LC #16 = D +S (pattern: SsSS), V = 275, V design = 255 lbs Bending( +): LC #13 = D +S (pattern: sSsS), M = 232 lbs -ft Bending( -): LC #9 = D +S (pattern: sSSs), M = 300 1bs -ft Deflection: LC #13 = D +S (pattern: sSsS) (live) LC #13 D +S (pattern: sSsS) (total) EI 8e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load Pattern: s =S /2, X =L +S or L +Lr, _ =no pattern load in this span Load combinations: ASCE 7 -05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY PROJECT wOQt'Works® Feb. 8, Askew Feb. 8, 2011 10:59 800056 Section C.wwb 50Fl MfFORWOOOOH'IGN Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat tern Location [ft] Start End Magnitude Start End Unit DL Dead Full Area No 155 10.23 (24.0)* psf SL Snow Full Area Yes 1033 30.00 (24.0)* psf Pvl Dead Point No 2.33 30 lbs PV2 Dead Point No 4.58 30 lbs PV3 Dead Point No 6.83 30 lbs PV4 Dead Point No 9.08 30 lbs PV5 Dead Point No 11.33 30 lbs PV6 Dead Point No 13.58 30 Its Pv7 Dead Point No 15.42 30 lbs PV8 Dead Point No 1 16.92 1 30 lbs •iivu iy rviu aa iai MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 5'-i0-N' 6 -4 10 N. a 1' -8" T-4" 19'_7" 1 N' Unfactored: Analysis Value Design Value Analysis /Design Shear fv = 78 Dead 155 fv /Fv' = 142 213 226 1033 93 Other fb /Fb' = 0.47 265 Bending( -) 360 fb = 363 Fb' = 143 Factored: 0.56 Deflection: 0.12 = L/622 0.30 = L/240 0.39 Interior Live Total 0.22 = L/327 0.40 = L /180 Total Cantil. Live 407 = 572 0.19 = 589 236 Bearing: Total -0.18 = L/124 0.25 L /90 0.72 F'theta 0 504 504 504 504 Load Comb #0 #13 #8 #15 4112 Length 0.00 0.50* 0.50* 0.50* 0.50* Cb 0.00 1.75 1.75 1.75 1.00 - ivun. oeanng iengtn Tor joists is 112" Tor exterior supports ano 12" for intermediate supports MSR Lumber, S -P -F, 1650f -1.5E, 2x4" Roof joist spaced at 24" c/c; Pitch: 6.0/12; Total length: 20' -1.5 "; Self- weight of 1.06 plf included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 Ift] Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2005: Criterion Analysis Value Design Value Analysis /Design Shear fv = 78 Fv' = 155 fv /Fv' = 0.51 Bending( +) fb = 1033 Fb' = 2182 fb /Fb' = 0.47 Bending( -) fb = 1210 Fb' = 2165 fb /Fb' 0.56 Deflection: 0.12 = L/622 0.30 = L/240 0.39 Interior Live Total 0.22 = L/327 0.40 = L /180 0.55 Cantil. Live -0.10 = L/213 0.19 = L /120 0.56 Total -0.18 = L/124 0.25 L /90 0.72 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 14 Fb'+ 1650 1.15 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 12 Fb'- 1650 1.15 1.00 1.00 0.992 1.000 1.00 1.15 1.00 1.00 - 15 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0.76 million 1.00 1.00 - - - - 1.00 1.00 - 12 Shear : LC #14 = D +S (pattern: ssSS), V = 294, V design = 275 lbs Bending( +): LC #12 = D +S (pattern: sSs S), M = 264 lbs -ft Bending( -): LC 415 = D +S (pattern: SsSS), M = 309 lbs -ft Deflection: LC #12 = D +S (pattern: sSsS) (live) LC #12 = D +S (pattern: sSs S) (total) EI = Be06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D =dead L =live S =Snow W =Wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load Pattern: s =S/2, X =L +S or L +Lr, =no pattern load in this span _ Load combinations: ASCE 7 -05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. 1: COMPANY PROJECT SolarCity Askew WOOdWorks® Feb 8,20111102 800056 Section D.wwb SOFr "EFORWOOD Design Check Calculation Sheet Sizer 8.3 LOADS: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit DL Dead Full Area No 155 10.23 (24.0)* psf SL Snow Full Area Yes 1017 30.00 (24.0)* psf PV1 Dead Point No 2.33 30 lbs PV2 Dead Point No 4.58 30 lbs PV3 Dead Point No 6.83 30 lbs PV4 Dead Point No 9.08 30 lbs PV5 Dead Point No 11.33 30 lbs PV6 Dead Point No 13.58 30 lbs RLL Roof live Partial Area Yesl 14.25 17.92 20.00 (24.0)* psf i+.iuu�uiy wiu ill �ixxl MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 6-71" t 0' 1' -8 T -6" Unfactored' Analysis Value Design Value Analysis /Design Shear fv = 78 Dead 155 fv /Fv' = 145 217 193 1017 59 Other fb /Fb' = 0.47 269 Bending( -) 359 fb = 358 Ph' = 146 Factored: 0.55 Deflection: 0.14 = L /560 0.33 = L/240 0.43 Total Total 0.24 414 L/319 576 L /180 551 0.56 205 Bearing: -0.12 = L /190 0.19 = L /120 0.63 Total -0.20 = L /110 0.25 = L /90 0.82 F'theta 0 504 504 504 504 Load Comb #0 #14 #9 #16 #13 Length 0.00 0.50* 0.50* 0.50* 0.50* Cb 0.00 1.75 1.75 1.75 1.00 Willi. uca,illy ieuyui iui Jests is oc ror exterior supports and yr Tor intermediate supports MSR Lumber, S -P -F, 1650f -1.5E, 2x4" Roof joist spaced at 24" c1c; Pitch: 6.0112; Total length: 20' -1.5 "; Self- weight of 1.06 plf included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2005: Criterion Analysis Value Design Value Analysis /Design Shear fv = 78 Fv' = 155 fv /Fv' = 0.51 Bending( +) fb = 1017 Fb' = 2182 fb /Fb' = 0.47 Bending( -) fb = 1180 Ph' = 2164 fb /Fb' = 0.55 Deflection: 0.14 = L /560 0.33 = L/240 0.43 Interior Live Total 0.24 = L/319 0.43 = L /180 0.56 Cantil. Live -0.12 = L /190 0.19 = L /120 0.63 Total -0.20 = L /110 0.25 = L /90 0.82 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt C1 Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 9 Fb'+ 1650 1.15 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 13 Fb'- 1650 1.15 1.00 1.00 0.992 1.000 1.00 1.15 1.00 1.00 - 9 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.5 million 1.00 1.00 - - - - 1.00 1.00 - 13 Emin' 0.76 million 1.00 1.00 - - - - 1.00 1.00 - 13 Shear : LC #9 = D +S (pattern: sSSs), V = 294, V design = 275 lbs Bending( +): LC #13 = D +S (pattern: sSsS), M = 260 lbs -ft Bending( -): LC #9 = D +S (pattern: sSSs), M = 301 lbs -ft Deflection: LC #13 = D +S (pattern: sSs S) (live) LC 413 D +S (pattern: sSs S) (total) El = 6e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D =dead L =live S =snow W =wind I= impact Lr =roof live Lc= concentrated All LC's are listed in the Analysis output Load Pattern: s =S /2, X =L +S or L +Lr, =no pattern load in this span Load combinations: ASCE 7 -05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. a - * untitled 800056 - Askew Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.77 Longitude = - 105.09 Spectral Response Accelerations Ss and 51 Ss and S1 = Mapped Spectral Acceleration values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.226 (Ss, site Class B) 1.0 0.058 (Sl, site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.77 Longitude = - 105.09 Spectral Response Accelerations SMs and SM1 SMs = Fa X Ss and SM1 = Fv X S1 Site Class D - Fa = 1.6 ,FV = 2.4 Period Sa (sec) (g) 0.2 0.362 (SMs, Site Class D) 1.0 0.138 (smI, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.77 Longitude = - 105.09 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site class D - Fa = 1.6 ,FV = 2.4 Period Sa (sec) (g) 0.2 0.241 (SDs, Site Class D) 1.0 0.092 (SDI, site Class D) Page 1 /_'/ LABELS ELECTRICAL NOTES GENERAL NOTES HAZARD! WARNING! ELECTRIC SHOCK HAZARD! OPERATING VOLTAGE E ]A MAXIMUM OPERATING CURRENT PHOTOVOLTAIC DC DISCONNECT WARNING! ELECTRIC SHOCK HAZARD! V. V Vmp V 1. A Imp A 0 • IT IS NOT SUBJECT TO PHYSICAL HARM PER ART. 250.166(B) &(C), 250.64(8) &(E). IF THE EXISTING AC GROUNDING ELECTRODE IS A CONCRETE— ENCASED ELECTRODE, THE DC GEC SHALL BE A #6 THWN -2 PER ART. 250.166(D). THE GEC SHALL BE CONTINUOUS AS DESCRIBED IN ART. 250.64(C). 1. THIS SYSTEM IS GRID — INTERTIED VIA A UL— LISTED POWER— CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. ALL INVERTERS AND ARRAYS ARE NEGATIVELY GROUNDED. 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 5. ALL WORK TO BE DONE TO 2006 INTERNATIONAL BUILDING CODE. 6, ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STANDOFF DETAIL & UPLIFT CALCS PV5 SINGLE LINE PV6 ELECTRICAL CALCULATIONS PV7 CUTSHEETS PV8 CUTSHEETS PV9 CUTSHEETS PV10 VENT SPAN DETAIL VICINITY MAP IREV BY DATE COMMENTS CONRDENRAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. L 'WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY — RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL— LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. ALL EXPOSED METAL PARTS (MODULE FRAMES, RAIL, BOXES, ETC.) SHALL BE GROUNDED USING UL LISTED LAY —IN LUGS LISTED FOR THE PURPOSE. POSTS SHALL BE MADE ELECTRICALLY CONTINUOUS WITH ATTACHED RAIL. 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 10. IF THE EXISTING AC GROUNDING ELECTRODE IS A COPPER ROD, THE DC GEC SHALL BE EITHER #8 THWN -2 RUN INSIDE CONDUIT BONDED AT BOTH ENDS, OR #6 BARE TYPE: SYSTEM: IG PLUS 10.0 ASKEW, PRIES 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME 12/14/2010 393 Vintage Park Drwa, Suite 140 IEET: REN. Faster City, CA 94404 P `/ T:(650) 638 -10M I R(650) 638 -1029 V (888) -SOL -CITY C765 -2489) I vmAv.s Iardtymm LEGEND ABBREVIATIONS O (E) UTILITY METER A' r, .. AMPERE - -- AC ALTEI;NAINC CURR6T nv GRID —TIED INVERTER BLDG BUILDING F CONC CONdKt N DC DISCONNECT C COMBINER $DX D DISTRIBUTiON=P41_ AC AC DISCONNECT DC ( T ,CURENT R © EGC EQ t�IPING CONDUCTOR O❑ c COMBINER BOX (E) EMT EXISTING ELECTRICAL METALLIC TUBING G I -- 'SOLAR GU D METER a O DISTRIBUTION PANEL GALVANIZE "° ( G � A � LV xN 3C:5y 0 U PING,ELEC7OAE , UqTQ�1 O SOLAR GUARD GATEWAY D TGtID; t aC7 s v t BR w OUND ;: ! H r u. - +- Itanaae;,rA£sh,; KDG °c HOT IZIPPED, GALVANIZED: , , , v G PHOTOVOLTAIC MODULE s,Ea rr r tt CURRENT _err ca. F!{ s!tnss�S. Imp ++ CUI2RE{d.T.cAT:;11AX..PQWER u - ral4rru • (E) VENT PIPE INVS INVERTERS (E) SKYLIGHT ISC kVA SHORT CIRCUIT CURRENT KILOVOLT AMPERE KILOWATT ® (E) CHIMNEY gyp'__ m ... _`tbYiD - BEAfttNG - 'WaCL` -.. " n- IN MINI"V01ACic4A a ' TRICCODE LICENSE NEC NIC NTS NOT IN CONTRACT i CfJOT:.TOiSAL6 ;gut TYPE EC # 8041 OC ON CENTER { P PANEL BOARD ` Work shall comply with the F�L PROPERTY LINES -- following codes: 2006 MC, 2006 iv .PHOTOVOLTAIC E V(f AOe _ ,,YVINYL_CHLOR1DE. 2' IECC, & 20051NTEC. SCH SS SCHEDULE STAINLESS STEEL 3 'y W 43id Ae' K SSD SEE STRUCTURAL DRAWINGS STC STANDARD TESTING CONDITIONS ` G " ""`I SWH SOLAR WATER HEATER I W4aElAro x vr; TYP TYPICAL d o LON UNLESS OTHERWISE NOTED Iw : uLleatFt+age _! _L $ �. , a "_ "' UPS._ - __UNINTERRUPTIBLE..POWER SUPPLY...._ lr MiAetp!DDe. I I 9 srvlrecm� WAce z "; V Vmp VOLT VOLTAGE AT MAX POWER ,,. TreestseTruHk r I VOC VOLTAGE AT OPEN CIRCUIT -, cyaen = rn SNOa ws nz: W WATT 3R NEMA 3R, RAINTIGHT ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME 12/14/2010 393 Vintage Park Drwa, Suite 140 IEET: REN. Faster City, CA 94404 P `/ T:(650) 638 -10M I R(650) 638 -1029 V (888) -SOL -CITY C765 -2489) I vmAv.s Iardtymm � m O OtORA0 0 Wheat Ridge Building Department Approved ✓' OFFICIAL DATE Validity of permit:. The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shag not be valid. 12" MIN. SNOW SETBACK I MP1C - PITCH: 25 AZIMUTH: 271 MATERIAL: Comp Shingle Roof CONFIGURATION: 2x4 @ 24" O.C. SUPPORT: 2x4 TRUSS MAX. SPAN: 5' -10" NOTES 0.5" PLYWOOD SHEATHING 10' TO \ R O El STRUCTURE MP1B - PITCH: 25 AZIMUTH: 271 MATERIAL: Comp Shingle Roof CONFIGURATION: 2x4 ® 24" O.C. SUPPORT: 2x4 TRUSS MAX. SPAN: 5' -8" NOTES 0.5" PLYWOOD SHEATHING VAULTED CEILING MIDI ROOF MOUNT PITCH: 25 ARRAY PITCH: 25 AZIMUTH: 271 ARRAY AZIMUTH: 271 MATERIAL: Comp Shingle Roof STORY: 1 RAFTERS SIZE: 2x4 SPACING: 24" O.C. SUPPORT: 2x4 TRUSS MAX. SPAN: 6' -1" NOTES .5" PLYWOOD SHEATHING STRUCTURE CHANGE C 10 rA 16 C A Pv IG PLUS 10.0 (TYP.) T 3 PREMBE OWNER: Pu ASKEW, PRES (TENDER 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 35' TO PL PE -44104 � 0 0 FRONT OF HOUSE m y 2. DEDICATED PV SYSTEM METER. ROOF 3. AC DISCONNECT & WARNING LABELS (1), (2), (4), (6). PENETRATION 4. UTILITY METER (6). 5. NOT USED. 6. DC COMBINER BOX & WARNING LABELS (7),(9). 7. VENT TO BE TRIMMED TO 6" AND SPANNED BY Inv ARRAY. SEE DETAIL ON PV4. T 8. NOT USED. TO 9. NOT USED. 1 0. CONDUIT ROUTED ON ROOF 1. CONDUIT ROUTED ON WALL 2. REFER TO PV1 FOR WARNING LABELS. DESCRIPTION: JOB NUMBER ASKEW RESIDENCE JB- 800056 00 ��� �� 10.08 kW ROOF MOUNT PV SYSTEM DATE: ' 001 SolarCity. 12/14/2010 393 Vintage Park Drive, Suite 140 PAGE NAME: SHEEr. REV.. Foster City, CA 94404 SITE PLAN PV 2 888)506{ Y( 654989) ( 3wlarcdy.nm 0 1' 8' 16' CONFIDENTIAL — THE INFORMATION HEREIN .CONTAINED SHALL NOT BE USED FOR THE MARKET' RESI DESIGR BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENYS ORGANIZATION, EXCEPT IN CONNECTION WITH EW PROJECT MI THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF. SOLARCITY INC. PAYMENT P LEASE STRUCTURE CHANGE C 10 rA 16 C A Pv IG PLUS 10.0 (TYP.) T 3 PREMBE OWNER: Pu ASKEW, PRES (TENDER 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 35' TO PL PE -44104 � 0 0 FRONT OF HOUSE m y 2. DEDICATED PV SYSTEM METER. ROOF 3. AC DISCONNECT & WARNING LABELS (1), (2), (4), (6). PENETRATION 4. UTILITY METER (6). 5. NOT USED. 6. DC COMBINER BOX & WARNING LABELS (7),(9). 7. VENT TO BE TRIMMED TO 6" AND SPANNED BY Inv ARRAY. SEE DETAIL ON PV4. T 8. NOT USED. TO 9. NOT USED. 1 0. CONDUIT ROUTED ON ROOF 1. CONDUIT ROUTED ON WALL 2. REFER TO PV1 FOR WARNING LABELS. DESCRIPTION: JOB NUMBER ASKEW RESIDENCE JB- 800056 00 ��� �� 10.08 kW ROOF MOUNT PV SYSTEM DATE: ' 001 SolarCity. 12/14/2010 393 Vintage Park Drive, Suite 140 PAGE NAME: SHEEr. REV.. Foster City, CA 94404 SITE PLAN PV 2 888)506{ Y( 654989) ( 3wlarcdy.nm (E) 2x4 TOP CHORD (E) 2x4 WEB MEMBERS (E) 2x4 BOTTOM CHORD Rmr ICltd: Lx° w LR V.u. SUPPORT: 20 TRUSS MAX SPAN: 5' -10" SIDE VIEW OF MOUNTING PLANE 1C Scale: 1/4 " =1' -0" (E) 2x4 TOP CHORD (E) 2x4 WEB MEMBERS Scale: 1/2 " =1' -0" ( YP.) (E) 2x4 TOP CHORD (E) 20 WEB MEMBERS (E) 2x4 BOTTOM CHORD 25' 5 —8 5' -3" 5' -5 (E) LBW RAFTERS: 2x4 @ 24" O.C. SUPPORT: 2x4 TRUSS MAX SPAN: 5' -8" SIDE VIEW OF MOUNTING PLANE 1B (E) 2x4 BOTTOM CHORD (E) LBW RAFTERS: 2x4 0 24" O.C. SUPPORT: 2x4 TRUSS MAX SPAN: 6' -1" SIDE VIEW OF MOUNTING PLANE 1A 1� iIni �uIJ @ 24" SPACING FRONT VIEW OF MOUNTING PLANE Scale: 1/4 " =1' -0" Scale: 1/4 " =1' -0" CONFIDENTIAL THE INFORMATON HEREIN CONTAINED SHALL NOT BE USED FOR THE FIT BER SH OF ANYONE CLOSED IN WHOLE INC I NOR SHALL IT BE DISCLOSED IN MTiq -E OR IN PART TO OR G ANI Z A TION, THE C O NN ECTION WT THE SALE CPT E AND USE THE IN E RESPECTIVE 1NTH THE SAE AND USE DF E RESCTIVE SOLARC EO SOLA THE NRI TEN PERMISSION OF F SOLARCITY TY INC. NC, MARKET. REST MODULES 48 KYOCERA # KD — LPU PREMISE OMNER ASKEW PRIES 3845 CODY STREET WHEAT RIDGE, CO 80033 J YLG .7J 303,1223099 DESCRIPTION: ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME STRUCTURAL VIEWS JOB NUMBER B- 800056 00 1 � �, Zo. ����SolarCity DES EW MOUNTING SYSTEM: SOLARCITY CANOPY C W EXTENDER DAIS 12/1a/2o1 o PROJECT MANAGER -- INVERTER (i) FRONID$ # G PLUS 10.0 393 Vintage Park orme,SWre iaO Faster City, CA S) 63 8 1 650) 6 0I (ase) s OL-C m (76 pas - I w m ) . sola e "Ia.mm SHEET: REV. PV PAYMENT TYPE: LEASE 1� iIni �uIJ @ 24" SPACING FRONT VIEW OF MOUNTING PLANE Input Variables Calculations and Values — '_ Max Uaffl Force on a Smg/e Standoff _ -- __ . P - (Ibs. persq. ft) = qh *Cn *G Pd (downforce pressure) i Req uired Variables Design Wind Pressures based upon mean roof height, ft 15 ASC 7 -05 Chapter 6 Wind Lo ading _ _. _ Mh (weight of hardware per module) = 7.39 __. .._, Scale: 1 1/2" = 1' Exposure Cate (6.5.6.3) B -- -- - -- -- Pu (uplift pressure) E 25 08 _ ..._ . _ From 6.5.8.1 I G ='0.85 __.__,... _. Basic Wind Speed (Figure 6 -1 or local data) - 100 --- _..- __ _ . _.. _..,. _,.._. _._ -- 'Equation 6.5.13.3: Component and Cladding Elements — — _..- -- ' ; Factor of Safety FI *D *NI /Pmax Importance Factor (1 for residential) 1 ; Wind Pressure P = qh *Cn *13 ASSEMBLY _ roof shape pitched _ --- - 6.5.10: Velocity Pressure CANOPY FLASHING MOUNTING SYSTEM: SOLARCITY CANOPY C W EXTENDER Roof Slope (degrees) 26.6 - -- - - qh = 0.00256 *Kz *Kzt *Kd *VA2 *1 _._ (1) IN 1'/ FRONIUS # G PLUS 10.0 Roof Zone 3 (E) COMP. 2 - NI (number of lags per s tandoff) (3) contiguous sq. feet of array 32 _. .. : From Table 6-3: __. ----- - --- -- Amax =; 9.85 5.06 of Sa fety least width of the budding 41 Kz - 0.70 (E) ROOF obstructed wind flow? TRUE From Figure 6-4: DECKING r Point Load Calculations Kzt =1.00 - -__ Dead Load Calculations PL (Ibs) = Amax *DL Local Top _grWhical Features From Table 6-4 (4) choose " standard or refer to pictures right and be /oto i Kd = 0.85 type of hill 'hone ? From figure 6 -1: - - - Hill Height- __(h) (ft) __ .,. - --- -- V =100 - - slope of hill (degrees) .' From table 6 -1 horizontal distance from hilltop to house(x) height from bottom of hdl to mean roof height(z) From Velocity Pressure Equation: r qh =' 15.23 Design Wind Pressures From Figure 6 -196 INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. CUT SHINGLE AROUND FLASHING COLLAR. SEAL PILOT HOLE AND BOTTOM OF CANOPY BASE WITH POLYURETHANE SEALANT. LAG CANOPY BRACKET IN RAFTER WITH (2) T" DIA. LAG BOLTS IN HOLE CLOSEST TO POST, NSTALL CANOPY FLASHING ONT BRACKET. ATTACH RAIL WITH CANOPY CLAMP. STANDOFF L — '_ Max Uaffl Force on a Smg/e Standoff _ -- __ . P - (Ibs. persq. ft) = qh *Cn *G Pd (downforce pressure) i - 10.36 - Cn (uplift) = Cn (down) _` 1.94 0.80 CLAMPS, 4 " -16 BOLTS, _ _. _ Mh (weight of hardware per module) = 7.39 __. .._, Scale: 1 1/2" = 1' + ; -- -- - -- -- Pu (uplift pressure) E 25 08 _ ..._ . _ From 6.5.8.1 I G ='0.85 - -- -- ---- �— .._._ I SOLARCITY SOLAR RAIL, — — — INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. CUT SHINGLE AROUND FLASHING COLLAR. SEAL PILOT HOLE AND BOTTOM OF CANOPY BASE WITH POLYURETHANE SEALANT. LAG CANOPY BRACKET IN RAFTER WITH (2) T" DIA. LAG BOLTS IN HOLE CLOSEST TO POST, NSTALL CANOPY FLASHING ONT BRACKET. ATTACH RAIL WITH CANOPY CLAMP. SOLAR PANEL — '_ Max Uaffl Force on a Smg/e Standoff _ Mm (weight of Kyocera KD210GX LP modules)' ATTACHED WITH MODULE I . IndNidual Rows in Portrait CLAMPS, 4 " -16 BOLTS, _ _. _ Mh (weight of hardware per module) = 7.39 __. .._, (1) + ; AND CHANNEL NUT Pmax = -247 SOLARCITY SOLAR RAIL, — — — — — _..- -- ' ; Factor of Safety FI *D *NI /Pmax EXTENDER & BOLT CANOPY CLAMP — — — ( (3) (2) ASSEMBLY _ 250 FI (pullout capacity of lag (lbs /Inch)) SolarCit � y CANOPY FLASHING MOUNTING SYSTEM: SOLARCITY CANOPY C W EXTENDER X (distance between standoffs in ft.) 4 & BRACKET �I (1) IN 1'/ FRONIUS # G PLUS 10.0 393 Vintage Park Dr'rve, Suite 140 T:(650) 63 8-10 28 mtar ry I F 650) 638 - 1029 (888) -SOL{ (765 -2489) 1 www.mla¢iry.mra (E) COMP. 2 - NI (number of lags per s tandoff) (3) SHINGLE Amax =; 9.85 5.06 of Sa fety (E) ROOF DECKING r Point Load Calculations Dead Load Calculations PL (Ibs) = Amax *DL (2) J" DIA LAG BOLTS (4) PIL 30 INSTALLATION ORDER LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. CUT SHINGLE AROUND FLASHING COLLAR. SEAL PILOT HOLE AND BOTTOM OF CANOPY BASE WITH POLYURETHANE SEALANT. LAG CANOPY BRACKET IN RAFTER WITH (2) T" DIA. LAG BOLTS IN HOLE CLOSEST TO POST, NSTALL CANOPY FLASHING ONT BRACKET. ATTACH RAIL WITH CANOPY CLAMP. (2 -2 EMBED, MIN) (E) RAFTER - Max Tributary Area — '_ Max Uaffl Force on a Smg/e Standoff _ Mm (weight of Kyocera KD210GX LP modules)' 40.80 I . IndNidual Rows in Portrait Pmax (lbs.) = Amax *Pu _ _. _ Mh (weight of hardware per module) = 7.39 __. .._, DL= - 3.01 + ; Kyocera KD210GX LP Pmax = -247 CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT of ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCITY INC. Amax ft) 0.5 *L *X _..- -- ' ; Factor of Safety FI *D *NI /Pmax PREMISE OWNER ASKEW PRIES 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 DESCRIPTION: ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME STANDOFF DETAIL & UPLIFT CALCS r L (length of panel in ft perpendicular to rail) 4.93 250 FI (pullout capacity of lag (lbs /Inch)) SolarCit � y DESIGN: EW MOUNTING SYSTEM: SOLARCITY CANOPY C W EXTENDER X (distance between standoffs in ft.) 4 - --- - 2.50 D (minimum lag thread depth) PROJECT MANAGER -- IN 1'/ FRONIUS # G PLUS 10.0 393 Vintage Park Dr'rve, Suite 140 T:(650) 63 8-10 28 mtar ry I F 650) 638 - 1029 (888) -SOL{ (765 -2489) 1 www.mla¢iry.mra Y._(dlstance between standoffs in ft.) 2:50 2 - NI (number of lags per s tandoff) PAYMENT TYPE LEASE Amax =; 9.85 5.06 of Sa fety r Point Load Calculations Dead Load Calculations PL (Ibs) = Amax *DL PIL 30 L (le ngth of Kyocera KD21 OGX LP modules); 4.93 z W (width of Kyocera KD210GX LP modules), 3.25 - - (2 -2 EMBED, MIN) (E) RAFTER Mm (weight of Kyocera KD210GX LP modules)' 40.80 I __._._ W .. t_.._... -- _ _. _ Mh (weight of hardware per module) = 7.39 __. .._, DL= - 3.01 + ; Version 1 8 CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT of ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCITY INC. MARKET: RESI MODULES 48 KYOCERA # KD210GX -LPU PREMISE OWNER ASKEW PRIES 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 DESCRIPTION: ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME STANDOFF DETAIL & UPLIFT CALCS JOB NUMBER: J B- 800056 00 SolarCit � y DESIGN: EW MOUNTING SYSTEM: SOLARCITY CANOPY C W EXTENDER DATE 12/14/2010 PROJECT MANAGER -- IN 1'/ FRONIUS # G PLUS 10.0 393 Vintage Park Dr'rve, Suite 140 T:(650) 63 8-10 28 mtar ry I F 650) 638 - 1029 (888) -SOL{ (765 -2489) 1 www.mla¢iry.mra SHEET. REV PV<:aZ PAYMENT TYPE LEASE MODULE VOLTAGE RATINGS Voc: 33.2 VDC Vpmax: 26.6 VDC *MODULE CURRENT RATINGS ARE SHOWN AS Isc AND Imp IN THE DC STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM. 4 STRINGS OF 12 MODULES r ARRAY GROUND ELECTRODE: LOCATE (N) GROUND ROD r PER NEC 690.47(D) TO GROUND THE ARRAY. CONNECT I A SEPARATE (N) #6 GEC FROM THE ELECTRICALLY L BONDED ARRAY FRAME TO THE (N) GROUND ELECTRODE. ; 1 THE (N) GEC SHALL BE KEPT SEPARATE FROM ALL r OTHER NON— CURRENT CARRYING METAL PARTS. II I I I r — --- - - - - -� I GEC 1 I I AWG #6, Solid Bare Copper (1 )� Ground Rod; 5/8" x 8', Copper (1 ) __J (E) 200A MAIN ELECTRIC SERVICE PANEL (N) SIEMENS # E09684 (N) 175A/2P MAIN CIRCUIT BREAKER Breaker; 175A, 2 —Pole SIEMENS PANEL MC2040BI200RJBC (1 ) SIEMENS # 0260 Breaker; 60A, 2 —Pole AC DISCONNECT PER ART. 690.17 KYOCERA ## KD210GX —LPU (48) PV Module; 210W, 189.8W PTC I Dc+ I I ' oC +Z I r � J I oc+ I I ' I IGNDI I � I I ' I I I I I I I I I 1 I I I I IL3 1 I i I 1 DC - oc+ y I 1 Inverter; 10000W, 277V/24OV/208V %155. % %95% EFF.. ( ) LABEL INVERTER: A I I I I r � I i (8)AWG #10, USE- 2 /RHW -2, Black (1 ) AWG #10, Solid Bare Copper • Voc = 398.4 VDC • Vmp = 319.2 VDC • Isc = 8.58 ADC • Imp = 7.9 ADC 1 ) SHOALS # STG— CBRH -6 —a Combiner Box; 6 String, 108A, 60OV, NEMA 4 (4)FERRAZ SHAWMUTT # ATM15 Fuse; 15A, 60OVDC, Midget (1 ) AWG #6, THWN -2, Black (1 )AWG #6, THWN -2, White (1 ) AWG #10, THWN -2, Green EGC (1 )Conduit Kit; 3/4" EMT • Voc = 398.4 VDC • Vmp = 319.2 VDC • Isc = 34.32 ADC • Imp = 31.6 ADC JB- 800056 00 DATE- 12/14/2010 SHEET: _ REV: 393 Vintage Park Dn,e, SWW 140 Faster GN, CA 94404 T:(650) 638 -1028 I F:(650) 638 -1029 (888) -501_ R (765 -2489) 1 www.wIamVwm U BOTTOM OF BUSS SQUARE D,# DU222RB (1) Disconnect; 60A, 240 NEMA 3R INVERTER (E) LOADS PV METER SUPPLIED BY UTILITY —� " GN0 — 1 I � z m o l a I m I I 1 (1) COOPER # B Line Meter Socket 011 I 1 1 I Meter Socket; 125A, 4- 14AWG, Ring Type A I, 1 I ' I BOTTOM TOP L1 Li I I LEGC_ — — J � LINE L2 LOAD L2 I LDC J N N DC+ EGC /GEC — — ________ ___ —__ —_ _ _ _ _ _ _ _ GND _______ — — — — _ _EGC /GECJ Z Z EGC /GEC I #10 JUMPE TO 120/240V #10 JUMPER �_ UNBROKEN THROUGH EQUIP. e u SINGLE PHASE UTILITY. SERVICE DC DISCONNECT INTEGRATED INTO (1 )AWG #6, THWN -2, Black INVERTER; COMPLIES AWG #4, Solid Bare Copper (1 (1)AWG #6, THWN Red NTH NEC. BOND (N) #6 EGC /GEC TO BOTH (N) GROUND (1)AWG #10 THWN - 2, White NEUTRAL ROD AND (E) GEC WITH IRREVERSIBLE CRIMPS (1 ) AWG #6, THWN -2, Green GEC /EGC PER ART 250.64(C) AND ART 250.65(A) (1) Conduit Kit; 3/4" EMT Ground Rod; 5/8° x 8', Copper( 7) Vmp = 240 VAC • Imp = 41.65 AAC CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE MARS' REST NODULES: 48 KYOCERA # KD210GX -LPU PREMISE D%NER ASKEW, PRES DESCMFRON: ASKEW RESIDENCE DESIGN: EW MOUNTING SYSTE SOLARCITY CANOPY C W EXTENDER BENEFIT O ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 3845 CODY STREET 10.08 kW ROOF MOUNT PV SYSTEM PA PART IZ TTERS OUTSIDE THE CONNECTION W' RECIPIE TO O 07 E EXCEPT IN CONNECTION WHEAT RIDGE, CO 80033 PROJECT MANAGER: gTR �\ THE SALE AND USE OF THE RESPECTIVE -- \'/ FRONIUS # G PLUS 10.0 PERMISSION E INC. THE WRITTEN PERMISSIOIO N OE SO TY INC. 303422309 9 PAGE NAME SINGLE LINE PAYMENT TYPE. LEASE (8)AWG #10, USE- 2 /RHW -2, Black (1 ) AWG #10, Solid Bare Copper • Voc = 398.4 VDC • Vmp = 319.2 VDC • Isc = 8.58 ADC • Imp = 7.9 ADC 1 ) SHOALS # STG— CBRH -6 —a Combiner Box; 6 String, 108A, 60OV, NEMA 4 (4)FERRAZ SHAWMUTT # ATM15 Fuse; 15A, 60OVDC, Midget (1 ) AWG #6, THWN -2, Black (1 )AWG #6, THWN -2, White (1 ) AWG #10, THWN -2, Green EGC (1 )Conduit Kit; 3/4" EMT • Voc = 398.4 VDC • Vmp = 319.2 VDC • Isc = 34.32 ADC • Imp = 31.6 ADC JB- 800056 00 DATE- 12/14/2010 SHEET: _ REV: 393 Vintage Park Dn,e, SWW 140 Faster GN, CA 94404 T:(650) 638 -1028 I F:(650) 638 -1029 (888) -501_ R (765 -2489) 1 www.wIamVwm a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current *1.25. All string terminations are rated at 90' C. ------------------------------------------ 2. OCP Sizing per Art 690.8(B)(1) a. Round up to next size per Art 240.4(8) 3. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current *1.25. All branch terminations are rated at 75' C min. ------------------------------------------ 4. OCP Sizing a. Round up to next size per Art 240.4(B) 5. Conductor Sizing per Art 690.8(B)(1) a. Conductor must have 30 deg. C ampacity >-- 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire Berated for conditions of termination must be >= continuous current *1.25. All inverter output terminations are rated at 75' C. a. Round up to next size per Art 240.4(B) 7. Conductor Sizing per Art 690.8(6)(1) a. Conductor must have 30 deg. C ampacity >= 125% of continuous current per Art 215.2(A)(1). b. Conductor must have (after corrections for conditions of use) >= continuous current per Table 310.16. c. Evaluate conductor temperature at terminations per Art 110.14(C). Ampacity of wire derated for conditions of termination must be >= continuous current *1.25. All inverter output terminations are rated at 75' C min. CONFIDENTIAL - THE INFORMA11ON HEREIN MARKET: MODULES: CONTAINED SHALL NOT BE USED FOR THE REST 48 KYOCERA BENEFIT OF ANYONE EXCEPT SOLARCITY INC., DESIGN: MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN EW SOLARCITY CA PART TO OTHERS OUTSIDE THE RELTPIENYS PROJECT MANAGER INVERTER ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE -- (1) FRONIUS h SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYMENT TYPE: PERMISSION OF SOLARGITY INC. IG PLUS 10.0 1 2 T25 = C Icont'1.25= (Amps) Ampacity Max PREMISE OWNER ASKEW, PRIES 3845 CODY STREET WHEAT RIDGE, CO 80033 3034223099 ELECTRICAL CALCULATIONS Inverter Mini Vdc Min Vmpat.Max Max Vocat. min L InvederMaX.Vdc' to Drop Calculations Version 5_7 _ .Im 2 Len th ' Resistance 1 (Vmp) Imp (A) Max. Length (N) Wire I: 7.9 75 AWG 1 at Max Ave Hi: 86 deg F _ .LO A 150.ft ' 0.00124 Ohms r 288V= 0:51% :h: 31.6 20 EAWG:O gat Max Ave Hi 86 deg F _. (31;60A 40 ft -' 0.00049 Ohms) f 288 V = 0.22% Total vdlta edro 1n DC conductors = o.73% or: 1 41:70 1 EAWGgg a1240V = 41 7C A 30 ft *0.00049 Ohms f 24D V 026% ,ined 41 65 D JE AIMG Oq at 240V _ (41.65 A 0 ft ' 0.00048 Ohms) 1 240 V 0.00% Total voltage drop in AC conductors = 026% Total votage drop in AC and DC conductors. = 0 98% It Urcuit TYOeA 'j 12'modules per senes stung strings per branch 1 -way wire length: 20f ft NNOV Temptable IGdnt'125= (Amps) Ampacity Semite Voltage= 240 Volts Total Inverter Power— Watts 1-vay wire length' it Icont = 4 of inverters`m inverter current Art 690.a(A)(1) ASKEW RESIDENCE 10.08 kW ROOF MOUNT PV SYSTEM PAGE NAME- ELECTRICAL CALCULATIONS JB- 800056 00 DATE 12/14/2010 SHEET: REV: k. Park DrNe, SuRe 140 atv. CA 94404 PV MODULE V MODULE KD21l0aX -LPU NEC 200$ COmpllent UL 9703, class C IEC 0121-5 e ©us Improvement is shown by repeatedly achieving world record cell efficiencies Kyocera :Quality Built In New frame technology silowsfor end mounting with 2400 Pa: (50.p3n or wind speeds of 130 mph (ASTM E1880 and traditional mounting under 5400. Pa (113 pst) to support increased snova load NV stabilized aesthetically pleasing black anodized frame Supported by major mounting structure manufacturers Easily accessible grounding points an all four corners for fast: installation Proven junction box technology .; Quality lacking plug-in connectors to provide: safe & quick connections Kyocera manufactures and assembles solar cells and modules at its own worldwide . production sites Using a true Vertical integration process This superior approach gives Kyocera complete control overevery step of the manufacturing process producing modules with the Industry's tightest power tolerance promising high quality and efficiency Superior Built -In quality Proven Superior Field Performance Tight:. Power Tolerance 25 Year Warranty b Year Workmanship Warranty Current - Voltage characteristics of Photovoltaic Current- Vollage characteristics of Photovoltaic Module KD210GX -LPU at various cell temperatures Module KD210GX -LPUat various irradiance levels e e, ■ ua@eN empsaai +v N I +: ail . ■ Specifications "' °, " „'. REST - „ "•^ °••,•"• - -- -• -• •• -•. ASKEW, PRIES ASKEW RESIDENCE 3845 CODY STREET 10.08 kW ROOF MOUNT PV SYSTEM WHEAT RIDGE, CO 80033 PAGE NAME 3034223099 CUTSHEETS ___ .._ -.__.. J B -S 00056 00 I aerrmme arm.Mlm.snn lialoisk[ n rare) I +: ail . ■ Specifications "' °, " „'. REST - „ "•^ °••,•"• - -- -• -• •• -•. ASKEW, PRIES ASKEW RESIDENCE 3845 CODY STREET 10.08 kW ROOF MOUNT PV SYSTEM WHEAT RIDGE, CO 80033 PAGE NAME 3034223099 CUTSHEETS ___ .._ -.__.. J B -S 00056 00 �� �I I ' a7of arCity. aerrmme arm.Mlm.snn lialoisk[ n rare) ■al. DATE: 12/14/201D PROJECT MANAGER: -- IN6E >LN: (1 FRON DS # IG PLUS 10.0 Mah=PCw.11'ww 2tmv(4Rk/ -4M NumherlwwMoaok Isa Muhean!P nri%blla enrol 25.41V hill P~D"ni 0.,) 7.90A ■Yydoadle3etl.l.b openai ydltp(Vw) '33" Length X Wirth X Depth IhWw�9.htra'.kOnXNaT hd shaitchca Duwantffid SMA %wilt '' 1840.71hs.) = W MU Syron V0*9 =V Oak& iHlt�rda.addllNSaAtud Bryn ' _ Tamperare coeftenlof VOC - - l2oxto l ylC TwpaisiuraCoefficuinief 5.15x7Q°A/C ■JmI BOa�r4tla cexw wa:t.w.nmmsxn� LetgCgo tll X NlalhX Depth ,. aa.aadrmmuamlmrftsa IP Cp __._ W65 f}6 y muhxr PP Opal 14aw '= s Mmlhuun PmverytllapeNegd Moserw E Ml ahgm PvwnrUUremOweN 6 1 A 632A 'Owrs6nnTWI09 -Qt—got :� OpanPwdVdhgeMd _ ago A1�um Faye 150. shm[CVhri<Curtenl(W 6.fi2A �"i mcrawwweo.�ea miy�..`ort - Immero>mre wememmi rmowmn I IS%9WYana l6p IlSOp1 GiLSW 6rM Se(Oah¢rea? 100CERa At w.W.14�Tamlercmn �m �a 80022396eotdlrree 800 ; CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT RE USED FOR THE NO DE ANYONE OSE IN MH INC., NOR SHALL IT UTSIDET IN WHOLE HE RECIPIEN IN PART TO OTHER S D IS CL OS E D EXCEPT IN T ORGANIZATION, EXCEPT THE RE WTH THE SALE AND USE RESPECTIVE SOLARCITY EQUIPMENT. THE RE T, VaTHWT THE WRITTEN PERMISSION OF SOLARCITY INC. "' °, " „'. REST '” " " " ° ". KD21OGX —LPU 48 KSTEM: „ "•^ °••,•"• - -- -• -• •• -•. ASKEW, PRIES ASKEW RESIDENCE 3845 CODY STREET 10.08 kW ROOF MOUNT PV SYSTEM WHEAT RIDGE, CO 80033 PAGE NAME 3034223099 CUTSHEETS ___ .._ -.__.. J B -S 00056 00 �� �I I ' a7of arCity. DESIGN: EW MOUNTING SY STEM: SOLARCITY CANOPY C W EXTENDER DATE: 12/14/201D PROJECT MANAGER: -- IN6E >LN: (1 FRON DS # IG PLUS 10.0 393 Vintage Dark Drive, Suite 190 T:(650)638 -1o28 FA(650)638 -1029 (888) - SOS- CIrY -2489) 1 www.solamlty.wm BUT ' PVQ/ PAYMENT TYPE LEASE MOUNTING HARDWARE 4 IfforIMIR] APPROVED INSTALLATION METHOD \ 5/t1 • Facts(brarkets) are to be mounted no With., RESIDENTIAL SOLAR MOUNTING SYSTEM than apart. STAM • Raftca mus tbebceted . Plot horeort,tbeoriliedart. ( STAMPED & SIGNED Canopy is the strong, safe, waterproof mounting system for structurally attaching th, eel f¢r of aft" 1 j 28 ) 2,5 FOir'r1 STRUCTURAL ONLY solar panels to composition shingle and wood shake roofs. A715 grade 50 high sian °°time r'T "°dratnly ab ° °e pe,errat °, anon be ° °t 2 as 1 3 g 3 ___..._ ...— h structural steel with durable corrosion resistant coating ilsip n :nvlaea temnlate maaonnm¢dara gashing. strength 2 gt g provides more � a3 2,5 strength than aluminum and better corrosion resistance than stainless steel. Bracket- • Local vrind °,n,ditroo.. ne'lo' ne, r¢of angle, and paeuinr, a 50 2 3 style attachment allows for shingle flashings to completely cover pernetrations, of arra anrrkt tvi1 determinedesign wand pressdre. providing excellent long -term waterproofing. 5tandam inaagafmn of canopy appOrs elwn dnsJgr, Into poesenre, are found to be 2Eper or lower and requires one 'ocr"o —Ik e!z acorm,rgi, 231, inch lag bolt in the pnmz;y p.run. Far all ph,,, cases, • Precisibn engl neered bracket gotercuy crortdes ell nest see chart to r gln. upIIR re¢ktance or any mountin blacker. Rated to 5iX) IbS. q P �# Flashing is fo be inserted undercanse of shingles above • N.15grade 50 high strength Y,u Mvrdl steel provides - penetration and pressed linear wer hart until it snaps hole slr di I ther tI nNnim. - �V �� of place. • Proven 75 year co.nar reshtent hot e pgalveri A Fell it attached aft ed locking elaolp. coating. Leb rstary tests show canopy has better wrrasion Y¢sis[a °rethan commdn stzinlevs s[eeL 6�I • Shingle tyl ft shl g .empletaty <wars penehatiw, proNding ®® Flashing better longterm leak poteirtion than neoprene core 113e ings. It Lags and Washers �� P Root - Bracket Shingle Flashing lacks in place for bezt water proofing¢ r s Root - Bracket installed �t 7x 5 116 lag bolts clashing Installed /_ _ �n I v 2 5116 flat washer " . � �i � l�r Rail installed Canopy of Precision i meunk ng bracket 0 8" OC Mae - -.... -... _. ®_. Roof rafter _. �, -.. _... _.. _.. _. _... Rail ' PR SolarCit 888 -SQL -CITY 1888J65 -2489 I WWW.SO LA RCITY.COM CONBDENnAL — THE INFORMATION HEREIN MARKET: MODULES: PREMISE Dill DESUMP11011! JOB NUMBER �r` / CONTAINED SHALL NOT BE USED FOR THE REST 48 KYOCERA # KD210GX —LPU �. NO OF ANYONE EXCEPT IN WHOLE INC., DESIGN: Maurtntic SYSTEM: ASKEW PRES ASKEW RESIDENCE JB- 800056 00 - 10.08 kW ROOF MOUNT PV SYSTEM NO SHALL IT BE DISCLOSED IN WHOLE OR IN EW SOLARCITY CANOPY C W EXTENDER 3845 CODY STREET - PART TO DINERS OUTSIDE THE RECIPIENTS DALE SolarM3 ORGANIZATON, EXCEPT IN CONNECTION III PROJECT MANAGER INVE TER: WHEAT RIDGE, CO 80033 12/14/2010 THE SALE AND USE OF THE RESPECTIVE -- (1� FRONIUS # IG PLUS 10.0 393 Virl Park Drive, spite 140 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAYM TYPE PAGE NAME SNE%L �' T:(650) Faster city, Fa:(650)638 - 1029 PERMISSION ofsoLARCTTY LEASE 3034223099 CUTSHEETS PV ( BBB )65L {M(7fi5 2989) SPANNING VENTS SPANNING PHOTOVOLTAIC MODULES OVER VENTS MINIMUM VENT HEIGHT IS 6" ABOVE THE SURFACE OF THE ROOF PER 2007 CPC SECTION 906.1. - 2007 CPC SECTION 311.5 STATES "NO FITTING, FIXTURE, AND PIPING CONNECTION, APPLIANCE, DEVICE OR METHOD OF INSTALLATION THAT OBSTRUCTS OR RETARDS THE FLOW OF WATER, WASTES, SEWAGE, OR AIR IN THE DRAINAGE OR VENTING SYSTEMS IN AN AMOUNT GREATER THAN THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT IS INDICATED AS ACCEPTABLE IN THIS CODE OR IS APPROVED PER SECTION 301.1 OF THIS CODE." FROM THIS SECTION, IT IS CLEAR THAT MOUNTING SOLAR MODULES OVER A VENT IN A MANNER THAT WILL NOT HAVE A GREATER FRICTIONAL RESISTANCE TO AIR FLOW WOULD BE ACCEPTABLE. EQUATIONS: THE FRICTIONAL RESISTANCE TO FLOW IS DIRECTLY PROPORTIONAL TO THE AREA THAT THE AIR CAN FLOW THROUGH. IN THE VENT, THAT IS THE CROSS— SECTIONAL AREA OF THE VENT PIPE: Avert = Tk*R' WHEN THE AIR EXITS THE VENT, THE AREA IT HAS TO FLOW THROUGH IS THE CIRCUMFERENCE OF THE VENT TIMES THE VERTICAL DISTANCE BETWEEN THE VENT AND THE MODULE ABOVE (IN THIS CASE, WE ARE LEAVING THE DIAMETER BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE PANEL). THIS METHODOLOGY ASSUMES THE WORST —CASE SCENARIO OF MOUNTING THE MODULES HORIZONTALLY OVER THE VENT. IN ACTUALITY, THE MODULES WILL BE TILTED WHICH WILL OFFER MORE AREA FOR AIR TO FLOW THROUGH. Agap = C *CLEARANCE _ (lT*D) *D AgGp = (7r*2 *R) *(2 *R) Agap = 4 *7T*R' 4 *TT*R > 7A*R FROM THE EQUATIONS ABOVE, IT IS EVIDENT THAT MOUNTING THE MODULES IN THIS MANNER ALLOWS FOUR TIMES THE AMOUNT OF AIR FLOW ABOVE THE VENT THAN IN THE VENT ITSELF. VENT HEIGHT WILL BE A MINIMUM OF 6 INCHES ABOVE THE ROOF, OR THE MINIMUM VALUE ALLOWED BY LOCAL BUILDING CODE. MINIMUM CLEARANCE BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE SOLAR MODULE GLASS SHALL BE AT LEAST THE DIAMETER OF THE VENT. IN THE DIRECTION OF THE SLOPE OF THE ROOF, THERE SHALL BE A GAP OF AT LEAST 1/2 INCH' BETWEEN MODULES. THE ROOF SLOPE MUST HAVE A MINIMUM INCLINATION OF 10' OR THE PANELS MUST BE SLOPED AT A MINIMUM INCLINATION OF 10'. VENT SPANNING DETAIL SCALE: 1 1/2 " =1' -0" SOLAR PANEL ATTACHED WITH MODULE CLAMPS SOLARCITY SOLAR RAIL SOLAR MODULE STANDOFF BRACKET AND POST ROOFING MATERIAL PLYWOOD - (E) RAFTER - LAG BOLT 2' MAX NOTE : SOLAR MODULE ATTACHED TO ROOF BY � STANDOFFS SIZED TO CREATE APPROPRIATE CLEARANCE DETERMINED TO THE LEFT PE -44104 070NAL 2 X15 /! I 2" MIN CLEAR SPAN PTO UNDERSIDE OF MODULE VENT PIPE 6 "' MIN. VENT HEIGHT FROM TOP OF 0FINO MATERIAL CONFIDENTIAL — THE INFORMATION HEREIN —.1— ° ° " " °" „^"`.... 1 ­11 1-- l �I CONTAINED SHALL NOT BE USED FOR THE REST 46 KYOCERA # KD210GX —LPU ASKEW PRES ASKEW RESIDENCE J B- 800056 00 " - t NOR S T OF ANYONE EXCEPT IN WH TTY INC., DESIGN: MOUNTING SYSTEM: ' I�'* S��a�lt ,, NOR SHALL IT BE DISCLOSED T E EOPIE OR IN EW SOLARCITY CANOPY C W EXTENDER 3845 CODY STREET 10.08 kW ROOF MOUNT PV SYSTEM PART TO OTHERS O DATE `Jro OUTSIDE THE E CT I ON WT PROJECT MANAGER INVERTER WHEAT RIDGE, CO 80033 THE SA AND EXCEPT IN CONNECTION N1TH 12/14/2010 393 Vintage dark OrNe, Suite 1W THE SALE AND USE THE RESPECTIVE -- (1) PRONTO$ # IG PLUS 10.0 SOLARCITY EQUIPMENT, NITHOUT THE WRITTEN PAGE NAME SHEER Fos -1 0 8 1 C A ;(650) PAYMENT TYPE - S OLC )63846 -2 F:(669) . aala 9 PERMISSION OF SOLARCITY INC. LEASE 3034223099 VENT SPAN DETAIL P 10 (BBB)- SOL {ITy (266 -2489) 1 www.mlarciry.com '" ~ .. ~ ~ _ ~ City of . ~Wheat&-dge ~OMMUNIlY DEVELOPMENT Memorandum TO: Accounting Department FROM: Director of Community Development DATE: April 4, 2008 SUBJECT: ESCROW REFUNDIRELEASE Reimbursement requested for escrow funds being held for: Patty Askew/ 3845 Cody Street The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Patty Askew Address: 3845 Cody Street Wheat Ridge, CO 80033 Amount to be refunded: $1,500.00 \ )J/~~ Ken Johnstone Director of Community Development t(-L/~ot ~\~ !'L. _ . ~~~Q(.,~' ~ \wl1{'\ '7"'7) ,,\'\r'l' I!d't If~~~ ~~. ' fttH'1 Wttf1j7 fO ~ tAt:W-0 ~~ it(; \ '\ ~ Iv $/{J. : ~ 11\ ~V\ tI PIC.t lip ~t. r:Jne--L I~ tkJ<. + n f' t.... 't t:-'[ to &.-vi.. ' . e I~ I -rha ;t.~S fl1 &tl \ eel, r datl't fC.-YltJ i1/ #t. f('tJcedv(C\ 50 T1ie75 iov \1 ><'/Io1AJ r~ ~ CtlAI' .4Jf'jh I<PJ . . , ~" _ ~ City of rarWheat&-dge ~OMMUNIlY DEVELOPMENT Memorandum TO: Accounting Department FROM: Director of Community Development DATE: April 7, 2008 SUBJECT: ESCROW REFUNDIRELEASE Reimbursement requested for escrow funds being held for: Patty Askew/ 3845 Cody Street The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Patty Askew Address: 3845 Cody Street Wheat Ridge, CO 80033 Amount to be refunded: $4,058.40 ne Community Development . . , ~' _ ~ City of . -~Wheat&-dge ~OMMUNIlY DEVELOPMENT Memorandum TO: Accounting Department FROM: Director of Community Development DATE: April 4, 2008 SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: Patty Askew/ 3845 Cody Street The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Patty Askew Address: 3845 Cody Street Wheat Ridge, CO 80033 Amount to be refunded: $1,500.00 Ken Johnstone Director of Community Development City of Wheat Ridge Community Development Department 7500 W, 29th Ave" Wheat Ridge, CO 80033 Landscape and Drainaae Improvements Escrow Aareement This agreement made this 21st day of March, 2008 by and between the City of Wheat Ridge and Patty Askew (owner). Escrow in the amount of One-thousand five dollars ($1500.00) for landscaping and Four-thousand fifty-eight and 40 cents $(4058.40) for drainage is being held until all landscaping and drainage improvements are completed at: 3845 Cody Street In the event that landscaping and drainage improvements required by Wheat Ridge Code of Laws, Section 26-502 and/or as agreed to by the property owner is not installed by April 30, 2008, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape and drainage improvements, The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Community Development Director, stating that the landscape and drainage improvements have not been completed or provided and that the compliance date of April 30, 2008 has expired. Approved and Agreed: 'hP ~--jf<:;- dy {;1-- -;;; ~2 f- 0 \ Date :z..o'S. 422- ~o 97 ~Addr~~ () ,,... 'f--u ~)I~ 9V- I Title Citv of Wheat RidCle, Colorado By:h~ , Title: SPYI i 0>" PIa.V/V/,.,,. Date: 3 - -3 [ - O'i HVS ENGINEERING 5777 OLDE WADSWORTH BLVD., R-800 ARV ADA, CO 80002 March 21, 2008 David Brossman, Design Engineer City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 RE: Lot 4, Cody Subdivision City of Wheat Ridge Jefferson County, CO Dear Mr, Brossman: This letter is written to certifY that the subject lot has been graded in accordance with the approved plan. The detention pond has been staked and I have determined that the grades that have been constructed will provide the required volume. Attached is a drawing with points obtained by my surveyor. Landscaping, as provided on the attached plan, has not yet been completed. When the landscaping is completed. I will have the final grades shot and provide an as-built drawing of the pond. Also attached is an estimate of costs required to complete the portion of the landscaping in the pond and swale in the rear portion ofthe property and provide the survey, as-built plan, and final certification of the completed work. Sincerely, l~/~ Henry Hollender, PE HVS ENGINEERING B\': HH, DATE: 03/20/08 COST ESTIMATE LOT 4, CODY SUBDIVISION COMPLETION OF LANDSCAPING AND DRAINAGE CERTIFICATION - ASKEW RESIDENCE SHEET --...L OF ...L ITEM APPROX. DESCRIPTION UNIT TOTAL NO. QUANTITY PRICE 1 6.5 TON 2-4" White Cobble Stone $78.72 I TON $511.68 2 23 TON 1.5" Multicolored River Rock $51.20 I TON $1,177.60 3 30 TON Install Rock $63.36 I TON $1,869.12 4 1 l.S. Survevina and Enaineerina $500.00 11.S. $500.00 Total $4,058.40 MI'1R-20-2008 06: 19A FROM: ~(b IU;.xJ~~OOJ c.~ TIPAA AND 1.5' RlI/ER RO 51'-U- VARlEGJllEC OOCWQOO o D'I I : b ~I WEIGELA R. H. lIONTGOIIERY FEA ntEll REEl) GRASS 1.5' GRIoNllE RIP RAP RETAINING WAJ.!. ElUFFA1.0 .AlNIPER ....... .......... ....................... ........... ............. ............. ........................ ............ .............. ............ .............. ..-............:.....:.;;: _00 ROSE 8 NORTH - ~ ,S ; I !:jfS~ z 8~ 9 , \.NIlUN'( Fl.. ...._. ,,.. ASKEW RESIDENCE 3845 CODY ST. WHEATRIDGE, CO 80033 ',it? ~~:'~ClI. --- l"AlCt aco-~ - The .....IOft C & K r.."~'".'- h~ :, . ~::,,' I"'Cl~~l'Od.....t! CONSUL TlNO INC. ~ 1:h. l"I.. 01 w'J:'::~Fth~"'G ._pt"lI...e ...nu p._I!;T~; lit o..:i_ InCi. I. .1:r'~ I) .....~,...,... ~"'i~tHblt.d. '::0 ~ - 81.76' "~.U,,:tH:tdl @ ~,:r'1J..1t."~,."" 1" ---1 , i ! ~ ! , i I I ! I , i i , i i i ! i , ! i I , i , , i I , , i i , i ! , i I 5.6% ~ ----- 1 N 1 ~ cD lJl n Ul ~ '1 J ~ - I :;0 0 0 0 C '1 <11 Ul ... 0 ~ fTl :;0 0> }> ~ Z Ul ~ " ~ ~ o. t " 0_ @~ ~ "l (;1~0) ~ w " ~- ~ ~ ~- ~ ~- ~- ;/z o~ -:;0 -< >( Ot<' (;'l;j:J () ~ ~ '21 -1/, . .~ ~~ '" ro ~"'B..>*-ii.. -Hi^'il.r",-~'1""~! @L ~ ~ rt\,-i";U.~.ilt..:i;i"~,rl 6' '1 o c Z ~ 0 o ~(Jl~ -<-1>-1> 0;:;;:;0,," ..,.,. fTl-l om[Tl ::;:lO}> :r:z:;om [TlC')-o[Tl }> <,z -<0(/)0 :;0 :r O-lO;;:: C)lO.J>.}> ".,NOJ:;O ~ "'^ P.W, ASKEW P,F. ASKEW 6739 W 44TH AVE 30:>-422-3099 WHEAT RIDGE, CO 80033 , -:/.- 2}..... 0 r 82-7026/3070 D,,, ::) 69. $ ~S~~ I.f 4069 tn =~K <>-K Key8ank National Association Denver, Colorado 80212 1"800'KEY21Qu. Key.come l?lPen... D -Gd- ... Fa, eCl<orl<~4m"kan /K.Ud-L . ~K ~ fiLL ;,; ?;" ftz?vA ~ ffi~~ . I"'fIN1/e',.I (Jvvt ? ~11$!/-f:'",.",) I/.f"" , r ( , , 13" ..,0 r".f ' . . ffU'!Jll1"J 1<;$;.It> ;<#~LJ p/U,nlA?E' tf8Z<- ~ ~;d. () f' ~f.P ,M-t I/L ~ I$N~d e'/,'e/o t'!fV~'01N~i i.v~jI .~~v/(l'll~~ ct4~~ $1./17 EX~ ~ L/f1r.'t'fC#IPI fI!~-t. Date: 3-J.(-o~ .4 Certificate of Occupancy or Completion has been requested for: AoDlU:SS: 3?'-fr:; OrtJd 7 <;;'~ PURPOSI:: or 8TRUcrURI::: .~~ 4.~ h.4-<.~dR....u ~-<---' Building Department~!~~ d.1 AJ{1Ltk) ,fJV J{'l1Ln ,~A.I'fi1d(dflJ/U Remarks: ~ Zoning Approval: 0/l/L 3 - a I .v ~ Remarks: 0 ~ '^" If,., h-;Ad.. ~- ('~ e s ~ . Public Works Approval: J:Jt3 3/U I D8'" Remarks: oj' 5"13:S'l:7?u~T TO !I,/tfJSli'. '('0 1"-' )J/!.-f7"'/!~ E5C:~-<,>C<.), Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: hN'ALJ Job Address/Permit Number: 3 'ifY-< &'7'1" s i ~'70 9'5"9' A- fj.'1! /)U,C v o No one available for inspection: Time / :co AM/PM Re-Inspection required: Yes ~; 'When corrections have been made, call for re-inspection at 303-234-5933 Date: ? l7 /~ X"'" Inspector: "<./7 /' > DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office. (303) 235-2857 Fax C> 70 <(9'/ Inspection Type: ~l/);' ~" / Job AddresslPermit Number: .:2-,- /:~-7 INSPECTION NOTICE (j) ~'(j:-I h"" "'> e (7__, . t7 "''-Cl,. ~ t,u~f b{",~1- (";' ,-"" ",,"I-"h~-' / (' ( '- I /' ~ - ~ ~;~ -s -I <-< I i),,:: :jZ,:' ~,. -/;)/b !/ ?i ~ ( --Ie" . # f,.., ,,' ~f"5/- .' y ~\ tI d!. . / I' ~- ,..c.1. ' . ...- J /.-n . / /'c.. J .-c~: ~ "5 C I r"S <-I CTt.""-.... ,/c< "--'., --51.( - '5''8 JL( '.A..! ~ "'-A a~' {b'li"; ~", /I I ". / ,";'/"k' "'J'"t,IJ ,t.1(S"'i~n'lr '" ~,z,/t'0'~<'::Tf.-,r--." {' " 1 (,./ f"r'o ,~ ~ --f~Llfl/) . 6:) }.../C;> eSCy ~ /r.~Uef ...c:.. ..__ I,/(> ,.,- . Ii''! j~S,K..(! o No one available for inspection: Time Re-Inspection required: ~) No AM/PM 'When cozction~ have been made, call for re.:~spectio'!-.'!t~JU.234-5933 / -.--/. /', / . ..-p. ---. '" Date: J /7/ (l f\'lnspector: /,;,P? '::~,~'. =~ ( I DO NOT REMOVE THIS NOTICE / :7"'-"\"'- ,.....';':'"".. -~,--.'.:- .-. COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: .e/,A//I #E~ H. Job Address/Permit Number: PJYf 4/7</ 07L>9"'TV r -bffO /;'</5"7.1-"1 5"/.C 5 D...... ~/"t .J.IA-A/L)j~"; o No one available for inspection: Time .1;yo AM/PM Re-Inspection required: ~ No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: l./t;/of? Inspector;.,~e DO NOT REMOVE THIS NOTICE -. ~ ....... .._.~_...... ,~_. .._.~. .__.--~"~ '~--"--"'-.._" .--- COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division' (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~7.?77/.../C.4c- Job AddresslPermit Number: 7,f',yr;- /-;;;'p" 5T -"',:;'7,:)'795/ / ;:J;.//!t.-- C/.EL.:T7UL.A L , /#f?z..v'i/ z.J) o No one available for inspection: Time AM/PM ~.-7~ Re-Inspection required: Yes ~ . 'When corrections ha~/een made, call for re~.~~j,1~C'ion at 303-234-5933 Date: J /nO l Inspector: l~i) /' f ' DO NOT REMOVE THIS NOTICE I 1 , I I I I I 1 , , I 1 i I I /it:.HMn.JS: /'.r!?~/I..' ".- 1.1'-". J/l-mA!."'dl"r 5) &-l'lfrf .~4 t/'''.,,1f<' $r~ 1 K ~ I I i ! oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time M.' ~o AMIPM . 'When corrections have been made, call for re-inspection at 303-234-5933 / Date: /J,/;V;lJ7 Inspector: .,r':"~ / DO NOT REMOVE THIS NOTICE - .~-------~-----~---~-~~ -..~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: .r~~z;. Job Address/Permit Number: 3?Yf ~,,/ (r <5?/)99V /) . '" - '/ ' /-:.~~~..c./r //..-.~;.:~-/ /, {_(://// 1"',1' ,.,t;- //(/sl. ,r:;;/ rc) //I//{'" //'7E o No one available for inspection: Time ]:1<, AM/PM Re-Inspection required: Yes No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: , I /;/1(/0'7 Inspector: "'7'- " .:/i.~4 - , - DO NOT REMOVE THIS NOTICE '-",;' -"'.:-'- "f-~'-'-;"'~" COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Ji!PA7>tt Job Address/Permit Number: J15V5 ,4<:10,'7" 5T' o7097~ Irf:~~ V,5,t,~+11 A64r~IV,C o No one available for inspection: Time 11:10 AM/PM " Re-Inspection required: ~ No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: 17/'7/r7 Inspector: .z:: ~ / DO NOT REMOVE THIS NOTICE ,....,- ~~,- ",~_'__T,"'--'_ """,i.'''''',:$'f _'" ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line {303) 235-2855 Office" (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: F,/hMf Job Address/Permit Number: 3'['(y> c:c,/.lv.T 07u 77> i) A/EFO J2.,p~~ .A1';Jih-';f(::> ~~~ ;;) eloc!K c-'SB 5[:/1/1<1 I"" ).ooF U,)/;J..0.1€r),4'''T/?~'-) <. ;2" .F1..c;' >E; I: ~~ 1/ ' ;.J"Jrf T'J P'! U/'TR/;V /,2-'""F P/rTE. t?12f~,':.' >'1"/(1 /-// 11::='"",. ,,.,e~LJT"f ,''''-'' TO/'/ 13c.'--nt~H ,J4-rE., ~) ~;o /?:> ~E FH:~o ry/'E A/~/t <:;.J,,,t "f--," 5/n<',JI",;v }I,r/VI//j,-, s: 7'7I-li2.- -~v ,or- .,) /C/I"EO ~H/;V, :1 r~(!''''' ,/'",tJL' /t/~//? /H.I /3<'TTz:'/'J4 f-rM/J "'.... ~rA/.<.5 ~ ,if.!)!? jL~Cf'E/'! 17"-' [-I.i'~..f-fl-f '1) PHI) TO ~ / g A/i ,c.,.etlE/) u-//i f .ft.-of,,}., /0' "",,-j, . _, ~ R",~r /171 5'/,,,/ l-bd- I'" ,r:.j. ~ 1/ r. 1/",,6, /,} "://3 M;r- /7" bt/l-F Y /0' I'l-'IYwu..t ":...Ar ?/VD 5 1~)BAf'//lIF;v7 ;'I";;'''';; ro B/ /H/""'~{.,";{ "",m f1IJ.rE. D No one available for inspection: Time 9,'7 ~ AM/PM Re-Inspection required: CV No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: 1'/1"/"'~ Inspector: z:; e. .. DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ;?~/.-'7'" ?~f(". Job Address/Permit Number: 3?Yt Cbn,v,-r o7<P?,7;/ ,4N/({) dj/ o 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: Inspector: DO NOT REMOVE THIS NOTICE r'-- ! COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~Af' /;.v t Job AddresslPermit Number: 'l1?Y~ //nJu' (r 67"'9"7''/ / nr {T @ ;l u tf;., "J( &/J1 ^ o No one available for inspection: Time {/.'/5 AM/PM Re-Inspection required: Yes eNo,) ~~ 'When corrections have been made, call for re-inspection at 303-234-5933 Date: tf~g/07 DO NOT REMOVE THIS NOTICE / Inspector: k':::-- / r I I I i I I , COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234.5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: R /,H.rc'H Job Address/Permit Number: :;eV5 6:>')!-' ~r ';'7 ",,97ft' ,) pv~f,h/ A/,hL /J/HT> ~ tJ.Ro,/f'" [:>(./('-r t.) U~E'I? V/~A/Jlc .f/lv;' v;~.f '}'"",l ,::/ ;J/A<"~ , o No one available for inspection: Time ,//15 AM/PM Re-Inspection required: c9 No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: II/;. 51/, 7 f I' f t 4/' Inspector: L r / DO NOT REMOVE THIS NOTICE r--p ! i I COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax ~ 'NHE-'ll' ~,.""'~',"" f:: -,~\ .,'" Q () '.', } tt\ 001.;-;;.",,0 INSPECTION NOTICE Inspection Type: /I:/d)/.I=' Job Address/Permit Number: 3C;'/~ /c",y cr en C:''771/ A ;JiJ) ,:,vf :J o No one available for inspection: Time v AMIPM Re-Inspection required: Yes ./liD) ......-,,-- 'When corrections have been made, call for re-inspection at 303-234-5933 Date: i/ /-; 'rf h- I Inspector: ,;7'... " DO NOT REMOVE THIS NOTICE roo COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~)o'7f/ ;J/-C: ' Job J\ddress1Permit Number: 31?Y5 ,~,)", 51 / 67099'// I) 7'UG 17:> i3E F//If'7 T?> "S'T" ~OivV~~~""j::>/ _<~f-<.. , 1-''4/1(:;/ D No one available'for inspection: Time Y: If- AM/PM Re-Inspection required: ~'!--. No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: 1//:1'."//",' Inspector: ?"?:.. _ DO NOT REMOVE THIS NOTICE r COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office. (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Rv-~J/ fL'<: Job Address/Permit Number: 3~V( c:.vy $T /"Ji ~ ~~~~, ~A/,{' ir/2. eM ,4".l,e,k '<-<'4/1 77;': < (J-N"Y7.._' OuJ..-v7 ?;:,-- /;v!O""r~) t/7C"'-,?'/ D No one available for inspection: Time ;J; '3<' AM/PM Re-Inspection required: Yes <Di.9,} 'When corrections have been made, call for re-inspection at 303-234-5933 Date: /!/",t!c-7 , Inspector: L~", DO NOT REMOVE THIS NOTICE ?,.';;r,\:~'~' ,"", '..' -." '~..". .,- .~,< . . '.., ....... COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /H//?ii?a:>F Job Address/Permit Number: 79v5 "~"~Y rr r-07..-c'WV ,,(/6"~p -4t1 0,(,,) Fl)6t' c;,,y A-T ,Ik'/f",k'c."r- .;-' ,..,'....".J - / ' c;t! 't7..7 ~'/~/;y;,.. ,'1:- Kc..b;1-",;V'~. /A::J ,/U;.-~- 6~:rrr.< !//-/It Jt!~/.r..,.."~ J~--:., rf'p o No one available for inspection: Time // Re-Inspection required: <'!.,ei2 No AM/PM 'When corrections have been made, call for re-inspection at 303-234-5933 Date: 11/~/?7 Inspector: /;~e DO NOT REMOVE THIS NOTICE DElee. 0 Plumb. 0 Mech. 0 Structural 0 Other o 1 st 0 2nd 0 3rd Job Address: ??!f5 ,,-370'>" sr, I -r-.r ~ df4: r //4/6. hl/~P CJ 11 L::i1 ~_..!- ",.,.:,,/-(,4, /..Jt1'r".-.4.rf"An<-/ / oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM 'When corrections have been made, call for re-inspection at 303-234-5933 . Inspector~C:- Date: //>~~7 I DO NOT REMOVE THIS NOTICE , .~~___.,~__.__._,~..____~'"".___.. __.___._____._~_ ...~c. c.__ I I ~ I J j \ 1 I 1 1 I I I , I I j , 1 1 I j I 1 ~ l U r,' I I ~; ( I "J (, I [.J r I' .~ \ October 10, 2007 Mr. John Anderson Andy's Custom Homes 5585 Dudley Court Arvada, Colorado 80002 Re: The Askew Residence 3845 Cody Street Wheat Ridge, Colorado JV A Job No. 12892 Dear John, This is to confirm that a representative of this office visited the referenced site on September 30, 2007 to observe in-place footing reinforcing, and again on October 4, 2007 to observe in-place foundation reinforcing. Based on our observations we are of the opinion that the reinforcing was placed in substantial conformance to the construction documents. JV A, Inc. By:~R~ Michael R. Ho e BOULDER FORT COLLINS WINTER PARK JVA. Incorporated 1319 Spruce Street Boulder. CO 80302 Ph: 303.444.1951 Fax: 303.444.1957 Toll Free: 877.444.1951 Web site www.jvajva.com E-mail- info@jvajva.com Principals David M. Houdeshell Robert B. Hunnes Thomas P Skinner Thomas S, Soell Kevin A. Tone CinderaL. Ward Structural Engineering Jennifer Arndt Daniel E. Cooke Mark C. Cormier Kathy A. Gilhooly Heidi M. Hall Derek D. Henderson Michael R. Hope Craig M. Kobe Brian D. Kirtland Ronald F. Manske Michael J. McDonald David M. Mier Derek M. Pedersen Thomas M. Smith Jeannette M. Torrents Sarah E. Watts Civil Engineering Charles R. Hager Alaina K. Marler Howard M. McHenry Carolyn A. Sullivan Administration Gregory A. Larson COLORADO GEOSCIENCE AND DESIGN, Inc. Foundation Observation Form P. 0, Box 68, Franktown, CO 80116 PH: (303) 688-2150, Fax: (303) 688-1295 Colorado Geoscience and Design Job. No. 06-392 CONSTRUCTION SITE ADDRESS: 3845 Cody Street Jefferson County, Colorado OWNER/BUILDER NAME, ADDRESS: Andy's Custom Homes & Remodeling 5585 Dudley Court Arvada, CO 80002 I/we hereby state that observations were made as indicated below and that the items observed were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed. Date 10/10/2007 DRAIN AND DAMPPROOFING OBSERVATION Observed by: GB / - SOIL REPORT INFORMATION: Colorado Geoscience & Design, Inc, 06-392 Observations Reviewed by: , ;J . fYyv--" bert S Parks,\PE COLORADO GEOSCIENCE AND DESIGN, Inc. Foundation Observation Form P. O. Box 68, Franktown, CO 80116 PH: (303) 688-2150, Fax: (303) 688-1295 Colorado Geoscience and Design Job. No. 06-392 CONSTRUCTION SITE ADDRESS: 3845 Cody Street Jefferson County Colorado OWNER/BUILDER NAME, ADDRESS: Andy's Custom Homes & Remodeling 5585 Dudley Court Arvada, CO 80002 IIwe hereby state that observations were made as indicated below and that the items observed were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed . Date Observed by: 9128/2007 9/2812007 EXCAVATION OBSERAVTION CONTINUOUS SPREAD FOOTING OBSERVATION GB GB SOIL REPORT INFORMATION: Colorado Geoscience & Design, Inc, 06-392 Observations Reviewed by: ~~s'-~ MElee. 0 Plumb. 0 Mech. 0 Structural 0 Other o 1 st 0 2nd 0 3rd Job Address: ~<o4'S-- t3.~-v-)r <...f,~~r ~W!: -<"€~":~. -'}'" '~ .!~" _ , ",).u~.<1/' fJ" (:)/ k - oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time I :~O AMa 'When corrections have been made, call for re-inspection at 303-234-5933 / __--? .___--:;;7 Date: /0 vi".,.., Inspector:_~ - ...-?'/<;;>-9-7 DO NOT REMOVE THIS NOTlCE/ "_'.c- _.,_.,.~ - City of Wheat Ridge ",I""I,!!,;~L"" ,..,''''''''~\\ Please Note: ~er I contractor is responsible for locating prop Imes and constnIcting improvements accorll"mg to app~ve~ plan and required development standan 070994The CIty IS no.t 17sponsible for inaccurate infannat submitted W1th?1 the plan set and any construed: errors resulting from inaccu,,,tc irilllifuation. Res. New SFR PERMIT - PERMIT NO: JOB ADDRESS: DESCRIPTION: 070994 3845 CODY ST construct new home. ISSUED: EXPIRES: 09/18/2007 03/16/2008 u* CONTACTS * U 303/422"9313 303/422"9313 303/422-9114 303/280-2300 720/201-6164 Presley/patti Askew John Anderson 02-1173 Andy's Custom Homes Inc, 01-9405 Stuhr Plumbing, Inc. 01-9947 IMAGE ELECTRIC CORP, 07-0175 Heatmiser LLC owner gc sub sub sub David & Cherie Schoo David M. Varney R-2 UA USE: BLOCK/LOT#: r-3 0/ IJi~ * * PARCEL INFO ZONE CODE: SUBDIVISION: ** Engin. Review Fee Grade/Fill Permit Permi t Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** PROJECT VALUATION: 202,231.76 R Y COD Replacement boiIer8Ifurnaces - Minimum of 80% AFUE 8oilIrsIfumac:e in new conllluctlon - Minimum of 90% AFUE SeIback Thenno8lat requinld (Except for t1ydroniC Heat) Gas Vlllter Heaters - Minimum of .60 Energy Factor EIeclric WIler HeatenI- Minimum of .93 Energy Factor .....- ........lIIIlI!IfIta. . R-21 \Nalls . R-38 CeiIingI . R-19 CrIIwI ap.ces . R-19 Basement walII ** FEE SUMMARY ** Conunents: JS: Notes attached / added to plans. AT: One tree must be planted within the front setback prior to issuance of C.O. DFB: See attached sheets, 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 aIle tions made are accurate; that I have read and agree to abide by all conditions printed on this applic ion and that I a responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other a icabl Whe Ri ces fo ork under this permi Plans subject to field inspection. 6. s 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 ordin.;!~oI' ~~&i)'i('lf.~:!'1);: Ii' :T'll") .. i";1 II 'Jl, . This permJ,t; .regMi~~~I,:t'~6.o.~,~:tr6,nl~usue date. Requests for an extens~on must be received prior to expiration date. An e~F~i.o~ ~'Qe ~ante~'~~~fte discretion of the Building Official. If thi,~p~rmi(' e~itel;f. \'W;'n~~'pl!rTl\lt~ may be acquired for a fee of one-half the amount normally required, provided no c~a:ri~~~,.:haVEh:)ee'nl'drflfHJitbe. ~1i:n,~1dJg~1 plans and specifications and any suspension or abandonment has not e~E!eded ohe!"f1\)~ ~~'~:'. ;Jt~:ah.a>>g'elil\.M1(~..~en...?! if suspension or abandonment exceeds one (1) year, full fees shall be<.-pitl4-';fo~\<a,iIMi\,i'ent:i.eJ' ',1>. _<:',~,,~.~; :.'\ 'i~;;,"!. ~I,"','''''. N(j1\i1t)'t'kl"'Of,~)~a~r,,'~M...~~~.9Rn!!;-i~~t:' w~p.ihan~e the natural flow of water causing a drainage problem. c~{::.:tQ~,e-l'@\~~"P.-R,t:,~fy':,,~~}l.il~i~~~)nSp'~~'~o~twentY-fOUr (24) hours in advance for all inspections and shall receive written approva~,,~~,~~s~~q-,~p"n,9,.ar:~r,J?tt6:td. pt:,deeeding with succeSSi,:,e phases of the job. . Th~J~~.~nce f1~:-..p~e~rt,9: .~~~ ~~'fb, v'a'1'.of.~l:!Ylwings and specificatJ.ons shall not be construed to be a perm1t for, nor an1tp'pr6Vi!i"6f'l'~ . iJiiat;i.oaatlilie<i~Qns of the building codes or any other ordinance, law, rule or regulation. All plan .,~, . e.db..;ttlLU..iiIi, :Mtspections. 1. 2. 3, 4. 5. Signature of date INSPECTION REQUEST LINE. (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. +(1/1, -:Ii D 7--0J~ \. Property Owner: Property Address: Contractor License No,: City of Wheat Ridge Community Development Department SINGLE AND TWO.FAMILY BUILDING PERMIT APPLICATION, ~i'Y~~ 7S'l/6C'a7c4 $1"'" ~tIr tJZ/I "'?~ ' Company:ait. ~ Building Permit Number: Date: Phone: ??'~ z..[-ZZ 93/3 Phone: ?t'~ C?t/6 4~f OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Bui/dinq Dept. Valuation Figure: $2.oZ" 2.3 . }{? I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) all other applicable Wheat Ridge Ordinances, for work und is per it. P ubJe t to field inspectio'n. AT~t ? DATE Value:$ Permit Fee:$ 2.ccj-I. 1'1 Plan Review Fee:$ I ';77. 1(" Use Tax:$'?0'-lo.l"::l Total:$ 1 '7DD . I;J (OWNER}(CONTRACTOR);PR1NTE (OWNER)(CONTRACTOR): SIGNED Use of Space (description): Description of work: ~/t7-A~.u, . Sq, Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approvat Zoning: k,', BUILOING COMMENTS: ,;.rtJ7(!S /h7!tCHeD / tH:>/:yej) -71) f?tANS Approval: ~ PUBLIC WORKS COMMENTS:*,,,, Approval: oJ(,..l {OJ , 'B/~/ 1 - SGF ff7r~ .s IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Electrical License@9.: ) Company: ~, Expiration Date: A roval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1)year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the nalural 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 successjve phases of the job. (6) The issuance of a permit or lhe 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 subjectto--field inspections. Chief Building Official NEED: c5\ --- 0 \'l v _Job valuation Contractor Name GC SUB X Contractor License GC_ SUB t~ _Contractor License renewal GC _ SUB_ _$$$ for Contractor License GC _ SUB_ _Contractor msurance Cert, GC _ SUB_ _Site Plan _Fire Dept. Sign off ' V Engineering details "tdlt (J T 7f' 'P,/lf; --tJ---: tJb~ yov....... c'ft:l/.."C J"> Notification date: (/ K ~J!tf/ 'l\I1'01- ~\ \\c.l':~' A~' #"'''' .v. 0"1/\ B-tlr'< {;'V't.:J.")/,.f.1j r\ ('\0 \It ,/y ~ ," f<'.wl7'io ~l\ -,- "....+ ',\: " APPLICATION FOR MINOR GRADING/FILL PERMIT APPUCANThNAME, ~ ~ -f:1I:-~~ APPLICANT'S ADDRESS: %~f.'c~~ './- ~1/ Cb 8"~2-- ADDRESS OFFILL: ?'O'lft;;"'CcdJ..r Sj-. ~+ t;;, $~33 DATE OF APPLICATION: ~ "7/01 All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (I) year from date of issue and may be renewed, All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III, Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR GRADING. EXCAVATION. AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (I) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway, Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No.2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer, All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and structures on the site, B. Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-section area to be filled and/or excavated indicating original slope, new slope and depth offill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. 3. 501-10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A, A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than I inch to twenty feet (I :20) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D, Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F, Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete, G, Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. L At least two cross sections (east to west and north to south) through the site showing depth offill and/or excavation. J. A drainage report may be required if site runoff characteristics are changed, K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B, Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to I). J:\FORMS & LETIERS\ APPS & PERMITS\M.inor Grading & Fill Permit doc 2 Rev 8/01 5. Permit Fees' 50 cubic yards or less $23.50 51 to 100 cubic yards $37.00 10 Ito 1000 cubic yards for the first 100 cy $37.00 plus for each additional 100 cy or fraction thereof J:DO cy X $17.50/100cy ]7.DO S"f~o 1001 to 10,000 cubic yards for the first 1000 cubic yards $194.50 plus, for each additional 1000 cy or fraction thereof cy X $14.50/1 K cy Total Cubic Yards = 300 TOTAL Amount = $ ;~,D() 'Wheat Ridge Code of Laws Section 5-76, All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE, I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: A~~ City Engineer ~ ~ ~/llr07 Owner's Signature (i different than above) Approval Date J:\FORMS & LETIERS\ APPS & PERMlTSlMinor Grading & Fill Perrnit.doc 3 Rev 8(07 DEPARTMENT OF PUBLIC WORKS SINGLE-F AMIL YIDUPLEX BUILDING PERMIT APPLICATION REVIEW .~ >;j' City of Whe<lt Ridge Department of Public Works Date: t! 131/01 . Location: 38Qs c.,./) y ST7t!~-; ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SF/:!. to be located at the above referenced address. Please note the summary comments below. I. ........ Drainage: a. Proposed GradinglDrainage Letter & Plan required: vY es b. Lot drainage/grading to be reviewed by Building Division: c, Site drainage/grading plan have been reviewed and are: ~K _ NOT OK; refer to stipulations, No 2. ~ Public Improvements to be completed: a. street paving/patching: b, curb & gutter: c. sidewalk: If not, the amount of escrow taken: Items escrowed for: Yes Yes Yes ~No vNo V'No $ AlIA . IV/A- .v/.-r The Planner informed of the Escrow Agreement: 3. v Does all existing roadway/alley R.O.W. meet the standards of the City: ....-Yes Ifnot, what is required? AI /.-t IfR.O.W. is required, has the deed been received: Yes No No 4. L APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. :J~4a.-..".. .. '- 813,107 Signature David F. Brossman, P.L.S. Date ~ ~ ,uM 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason( s) stated: Signature David F. Brossman, P.L.S. Date w/"I 6. Stipulations: 7. L 8 . .i.... A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (e.0.) NOTE: ANY DAMAGE TO THE EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF THIS CONSTRUCTION IS TO BE REPAIRED TO MEET CITY STANDARDS BY THE PERMIT APPLICANT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 DEPARTMENT OF PUBLIC WORKS LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8/:3/ k7 , # ADDRESS 31J'~S c.:..2I}' S~ Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an on site 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, /} ~-'*.tII _6__. AA.. .- -# - . David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 DEPARTMENT OF PUBLIC WORKS DEVELOPMENT REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION , ~"~'I',, ",il I -...;;, CIlyol__\1 _01 N* WO<ks Date: Applicant: Phone # Location of Construction: 38'15 cAll Y S-rp--r Purpose of Construction: Single Family X 5 Fi?. Commercial Multi-Family Develonment Review Processinl! Fee: ................................................ $100.00 (For document processing) $ IOo.co Sinl!le Familv Residence!Duolex Review Fee:..................................... $50.00 $ SO. OD CommerciallMulti-Familv Review Fees: . Review of existing technical documents: .......................................... $100.00 $ . Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2" submittals):.......................... $500.00 . Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2" submittals):.......................... $400.00 $ $ I Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: . Resubmittal Fees: 3" submittal (\I, initial review fee):."................................................. $250.00 $ 4"' submittal (full initial review fee): ................................................, $500.00 $ All subsequent submittals: .".................."."...."".".....".".."."....".".. $500.00 (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): $1 /SO. 00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDlTlONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date f Rev 5/07 ;,." CITY OF WHEAT JUDGE PLANNING DIVISION STAFF REPORT TO: Case File CASE MANAGER: Adam Tietz CASE NO. & NAME: W A-07-09/Andy's Custom Homes DATE: NfA ACTION REQUESTED: Approval of a 1.04 foot front yard setback variance from the 30 foot setback requirement resulting in a 28.96 foot front yard setback on property zoned Residential Two (R-2) '. LOCATION OF REQUEST: 3845 Cody St. APPLICANT (S): OWNER (S): Andy's Custom Homes Presley and Patricia Askew APPROXIMATE AREA: 6,748 square feet (,16 acre) PRESENT ZONING: Residential- Two (R-2) PRESENT LAND USE: Vacant land ENTER INTO RECORD: (X) (X) ( ) CASE FILE & P ACKET MATERIALS ZONING ORDINANCE SUBDIVISION REGULA nONS ( ) DIGITAL PRESENTATION Location Map Site I Board of Adjustment WA-07-09/Andy's Custom Homes & 1111111111111111111111111111111111111111111111111111111\11\ ~:* : gg 2007076846 ~D 07/02/2007 09:58:04 AM 1 page(s) Jefferson County, CoLorado After Recording Return to: Patricia W. Askew Presley F. Askew p 1 r. (J,tsdl. (i (J ~" 10 I Croig, ee 81CZ5 &Jhe0--+ f2,(-ID'f'1 '0., OOJ'1 -() :;:; - U WARRANTY DEED This Deed, made June 28, 2007 Between HCS Investments, LLC, a Colorado limited liability company of the County Jeffersnn, State of COLORADO, grantor(s) and Patricia W. Askew and Presley F. Askew, as Jnint Tenants whose legal address is 1023 LeCuyer Dr., Craig, CO 81625, County of Jefferson, and State of COLORADO, grantee. WITNIlSS, That the grantor, for and in the consideration of the sum of SEVENTY THOUSAND AND 00/100 DOLLARS ($70,000.00) the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantee, their heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of Jefferson, State of COLORADO described as follows: Lot 4, Block 1, Cody Subdivision, County of Jefferson, State of Colorado. also known by street and number as 3845 Cody Street, Wheat Ridge, CO 80033 TOGETHER with all and singular hereditaments and appurtenances, thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind of nature so ever, except for taxes for the current year, a lien but not yet due and payable, and those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Buyer in accordance with section 8a (Title Review) of the contract dated June 16,2007, between the parties. The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, the grantor has executed this on the date set forth above. SELLER: by: Nelson Hatcher, Member/Manager ST ATE OF COLORADO COUNTY OF JEFFERSON }ss: The foregoing instrument was acknowledged, subscribed and sworn to before me June 28, 2007 by Nelson Hatcher as MemberlManager of HCS Investments, LLC, a Colorado Limited Liability Company. Witness my hand ~,.~ ~oneXPires: ESCROW NO 231-HOt7303S.026-REB INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (~03) 235-3855 "Inspection Line (303) 234-59~3 ~ Inspections will not be made unless this card is posted on the building site ~ Hours notice required for inspections Job Address "~f"l--\':; ~~r Building"Permit No, C' Il ({ll-t Owner V;cLc'l, 'I ) fJ"\:n I '\i>~ ( '_n Contractor ,.\.., \\"~ I', (\);;-. \. \\ ~ ,\ ( \ Contractor Address Date Issued ( . ~ Type Occupancy }\,( ,l, "", INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof I French Drain Water/Sewer Service Lines / , d I~- POUR No CONCRETE UNTIL ABOVE H"AS BEEN SIGNED CONCRETE SLAB FLOOR 8ectricaJ (Underground) I -- Plumbing (Underground) I C!llJffi i .6..1 10 W: V f.) Heating (Underground) L , I \~ Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN ~IGNED Elecbical Service IIJ'Jtf..tl'I Cj./ Rough Electric ,J!1j"'J oiL ;4:: Rough Plumbing ;J- kA",{, c;2. ,,,' NT Test Gas Piping Ih~" L": t<r Rough Mechanical rj. J~h!t.."7 ell k Framing "t Roofing IlI8Ulation I" Drywall Screw .k' (' FINALS j 8eclrical !fi,,, ____ Plumbing I,r,; 7/.o!i "Ii ' JI!t. Mechanical ~7;':' (!>it r.,,' Frame I Interior Finish 3'fi 7~ eft. U. R.OW & Drainage Fire Department . Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Visible Location for Inspector .. ADDITIONAL COMMENTS & INSPECTIONS: f:"Z,c{-1I7-- ~ /ltm~ ~~ Jt;- tll'l'/~7 ~;(.h!/iJ.Nl'- -N-<) ;Ie il/ j.<;/P7- /t.J'Jo,~' Oli 1L-r: Wheat Ridge Sanitation District 7100 W. 44th Ave. #104 PO. Box 288 Whoa t Ridge, Colorado 80034-0288 FAX: 303-424-2280 Phone: 303-424-7252 RECEIPT OF FEES PAID NAME /J/Y'OY,'s t!(/<..'ST?J/7} /-IcJ/ll.e.5/..:rA/~, METRO WASTEWATER RECLAMATION: ./I /910 O() WHEAT RIDGE SANITATION DISTRICT: /500. 00 INSPECTION FEE: * /oo.o(} SAND/GREASE TRAP: .- OTHER - :)is S,lO, CO TOTAL: DATE: .1/7/07 CHECK NO.: "IL./7; REC'D. BY: 'V/'PJ- '/1J~, Ojf.IlJf.A.J. SERVICE ADDRESS: . ~j-</,--r L'o.o y ,Srr-E6T" - 4iE//) 3E/LJ&// 7A/-> Fo/l o/AlG.<C F;9mkY /?E.s;'LJ~NCe * Re-inspections are subject to an additional fee. -'-~~::--'---:"-'-:'~~-- . _n --"-'_~'__~~_".__"__"'_ __ ""'-r-',_ .._.,_._,______.._ ,-- " . , . . . " " 0, ., f .' " " " " , " " " " " " .' .' " " 0, .' .' " " " " .' " " . . l . . . , .. .. .. .. , o .. .. .. , I .. . .. . l .. .. , I ~ .__._,~ u__....._- 1lGI.-"-_r.wdlU'.r"l!!__(_ift'n=In'~Ig-~''''lI'n~~,:", ,.""" Meter Size Receipt for Tap Application JILt"" ; ~ 453&' This is to c:<rtify that 0r "drtJ -t ._ I Wheat Ridge, Colo~do faft'" A!kN.(~) Sf '} 2 '. , , r ;.-' .... i'if., I has paid to Wheat Ridge Water District '71 ~f"S'd- of Stl'cet Address the sum of .,: j" ;;';::-,- i; ( ";..,' /i./ J... ; --'~ L , ~---DolIus; to pay for a '3 f,Lj ,t., tap, if authorized by the Board of Directors, for premises at 3 g't!:J~ /")/)(;(0 I Said tap to be good only for premises herein' referred to, and said tap to be made by District as soon as convenient to it. This tap will be subject to all rules and regulations of the District now in effect or hereafter effected, if gtanted. '. The right herein ~antedJ subject to the tcrms hereof, shall be and become a part of the premiseS for which same is granted, and shall pass with tide thereto. and shall not be otherwise ttansferable. If this tap is issued the equipment cost is to be added, and this does not constitute a receipt for any .uch additional charg... If tap is not authorized by Board of Directors this payment will he refunded. ----- 5:t /... , ! Managct - .~ .'~' ".,,'-;, ~~~...,.""_";l"'~':""''''''-'_'''~<' .,'. ""':<'.~'. '_""'-,J:;. ~',-"""~.-,," .;" -:..... "'. .w ~,~. ,"_o,,''''','''''''''~.,'_' _ W/JlJEAT RIDGE V\fKf~w!)1 TRlCT 6827 W. 38th Avenue . 7 itljGOO Ie f~~ +f~ A~" 3 cr l{ 5Add!'WJo '<1- YJaJ 3)4tl Tcy Total Paid " 7/ j.,/ ' ?s d.. ::tr Lf'1 ?~ Check It Discount "1V1ay Ui;I U ( 1 U;:1La Colorado GeoscIence &; ues :1U:1-ti~"H L<JO p.L , " ANDY'S CUSTOM HOMES 5585 DUDLEY CT ARVADA,CO 80002 SUBSURFACE INVESTIGATION OF '..--..--...........,.......--- -,. : - -" . "" :'". ':~:-;'...:-:_ ."__ J... _.. -__.""'___" '--'.,---~~--- .." , : "'~~,~~~~)f-~T~~~,.,; ; ,'.., . ' .;Jf2F~~~~<;;;li!Q.lilffJl.~IRQ ",., , . __ - - no August 22, 2006 ' - ~3~'- - ~ 0:::;- - ~~. . t::~ . ;;; ~ ~ . ~ ~~~ N 1.4 ~1i11l1!1l1ll\\I\'" REPORT NO. 06-392 May U8' UI lU::5:<a Colorado Geoscience I> Uss :5U:5-omJ-l :<8b p.:5 . Subsurface Investlgalion Savannah Custom Homes Colorado Geoscience and Design, Inc, Report No. 06-392 ::G,"-'E',"N"E","'R' ''A''L'\ . -. . "-."'- .. ,-, .-' .- . "'>-""'.-, .,,- ......... , This report presents the results of data obtained during the subsurface investigation of 3845 CODY STREET, DENVER COUNTY, COLORADO, This investigation was made to determine the type of foundation required, allowable bearing capacity, and ground water conditions encountered at the time of the field investigation. I' ": -q~~f' ,""',-- "C'j LI";Ji'ZIC':~'--""'='=,_' .. . '-, " '.SITECQND1TIONS'...., ,i "","'.; ,'::,."'.",."..';.,':0'....,, ,,", ,,' ',' .'",'" '" .--",..., _":~'C,_, '.._'".___,~,_,,"'''', ..'. "".',,,.,''','"'...,-,- "." '._',., ' '" .~,__, '_....' At the present time the site is vacant. It is our understanding a single-family residence is planned for this site. "'It .-......,..,.. The general topography of the site slopes approximately 1% to the north. The vegetation at the site consists of native weeds and grass. The weather was hot and clear at the time of the investigation. If the type of construction changes from that specifred above, please contact this office for additional recommendations and/or requirements. ~:F;~~D'A~6;LA~O~Af5~~f"'{tit\i~ii[$~$N=t=~"=:.:,,;'--:-=:"=':-~:':'. .~.:.:".,. '. _. ;"', if .-..........:.........- '--._........_.,<"..._,._"..._...-.-'.~.- ~"--. .~ - "'~'oj;. ".-... -._ow .< __...~.. '_... . _...._., .._ _ _ .__.. _ .__..._..._. Two (2) exploratory test holes were drilled on August 8, 2006 at the site shown on the Location Map, Figure 1. The test holes were drilled with a four-inch (4") diameter auger advanced with a CME-45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which so;1 samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell- consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a welted condition. Ground water was encountered at a depth of 10 feet in 81 at the time of the drilling operation. When checked 24 hours later, ground water was measured at a depth of 10 feet in 81; ground water was not measured 82. The boreholes caved to 10 feet, and 9.5 feet in 81, and 82, respectively. These observations represent the ground water conditions at the time of drilling or measurement and may not 1 lVIay lJ<i U { 1 U:~Ua Colorado Geoscience &. Ues jUj-ti~ts-l L<ib pA Subsurface tnvesligaflon Savannah Custom Homes Colorado Geos.cience and Design, Inc. Report No. 06-392 indicative of the conditions at other times. Ground water levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use, irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in tllis report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the prop~sed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excawated to the bottom of bearing elevation, In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation 'and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the Success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and aU responsibility for any damages arising from the failure to obtain proper site observations. :'FOU"N~~~jQ~t~E~~~'=~Td~~;;.11 Based on our evaluation of the subsurface conditions, we recommend the proposed residence be founded with continuous concrete footings. A professional engineer should use the following design criteria to design the foundations, 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,250 pounds per square foot (DL + Y:! LL). The entire founda1ion shall bear on the fine-grained, very clayey, sand or the stiff, sandy to very sandy, clay. 2. No footing or pad shall bear upon topsoil or soils that contain organic material. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide, 4. The foundation walls shall be adequately reinforced and designed for an active horizontal pressure based on an equivalent fluid density of 45 pounds per cubic foot plus any applicable surcharge or hydrostatic loads, 5. AJlloose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. The bottom of the footings shall be a minimum of three feet (3') below final grade.for frost protection, 6. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. 2 IVI!'y U8 ur lU:jLa \;OIOrado lieosclence&. Ues jUj-btl~-l L8b p.b Subsurface Investigation Savannah Custom Homes Colorado Geoscience and Desig~, Inc. Report No. 06-392 However, based upon the currently available methods of settlement prediction, it is estimated that total structural settlement will be or; the ordfilr of 1" and differential structural settlement will be on the order of )1," I~R!T:iS~I~~~ft'~:qt4~~!3~1.~~@)~~(~~~~gfP"gN$$i~p~(~~~:;;,. Virtually all. concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material, lllr comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib smcharge is considered unlikely" to sustain intolerable movement by standard engineeringl practice. ~ A chan~e in water content in soils is a maior contributolr to slab movement. Colorado Geoscience and Design also recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly installed perimeter and/or under slab drainage systems may a:so be considered as a way to mitigate changes in the water content of the indigenous soils. Because of expansive soils, swell test results are rated on the pE'rcentage of swell. The ratings are low (0 to less than 2 percent), moderate (2 to less than 4 percent), high (4 to less than 6 percent), and very high to critical swell potential (greater than 6 percent). See "Swell Potential Descriptions and Slab Performance Risk" chart, Figure 3. The swell potential of the indigenous soils at this site meet the crrteria low risk of slab- on-grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surfaces, (patios, aprons and sidewalks), placed on the native soil. Furthermore, intolerable movement of any slab on grade ma~' occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If slab-on-grade movement is not acceptable to the owner/builder and, if the owner/builder is unwilling to accept the risk of differential slab on grade movement, a structural floor above a crawl space is required! The owner/builder shall be cautioned that problems with mold l1I1ay arise when homes are built over a crawl space or wrth a basement level structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems. and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti-mold, anti-fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination, It is the builder's responsibility to adequately address these issues during construction. '<, To properly place concrete slabs on grade, the following steps shall be part of the concrete slab design: 3 Jul 30 07 09:03a ~ Colorado Geoscien'ce & Des 303-<388-1295 p,1 Da'" #ages~ R-- To Co.fDep!. Phone #" Fax 0 SRACE WALJ.J:.. ilJp &: BOTTOM. r P:=iIOR TC s'AC;q::jWNG -----1 __ V\IE..L SLCPE) - j2" ~ J' ~ 10i"", ,I,IIN. _ DO NOTD:KE'MTh [ . SOO OR E::GiNG I I -----~---_J~~~~~ I II \, -r\'il/- "'+~6~FWfu-CJ'\APACT2J c:JNC.".EE G?JlDE EEA"-I_____I V ~ >":OOEPAm.v .:oMFAt;, 0;) >.. I 6ACXRu. I I ~ li?f !~ Iai I~ I I DJlMp ,oROoRNG i ?OLYE"'-lYLENE GWED TO W.>J.l 'I AND EX7ENDED ALO!'<G THE /"" . 90TiDM OFll-EEXCAw,T:ON. ,)"/' / 15# 8ULD:NG F:..T /-- f i ,I "'-:=.:-'!"'.or-.(/~ "1/' .._;.:.c::a........~......c::.f 14.."NllN '''',d.-TO'' " 2"c:...EA,'.JG=lA'v'8.. .,fl' <;:l,.Q.._.....~..;, ~. 1(1 /W'''''-'<!/I~'' .""", ". .~ . .." ... J.'''MlN / . .: r, ," '-OlD Ol:,WEN PiE=lS ------- I -, \ J 1/'2" ..IIN. ~ \ 4" DIAlAEE1 PERFORATED APE. ~ Ii "----- SLOPE DRAIN PL"E lIB" ~ FOOT TO DAYUGHT, OR TO ASUMP PIT. IF TO D:<..YLG-ff. COVE?, END WITl"i SC,-tt:=:."l. I FLOOR SLAB \ \ \ \ " + EXF.4NSiON JOIN! ~ \ ~ ~~~""'-'<!/ BACi\'FiLLA"10L.:NO ThE >'CUNDAilGt-< S'-iOULD BE MOISTE1\J8J,tND COlv!P.A,CTED ,AND !HE RN/..L GRA.'JE SHOULD BE WE' I SLOP8) ro P'iECLUDE PONOIi'-IG OF RAJNFAL!.... IRRIGATION WA, ::''-1. A!\JD SNOW rvlELT ADJACE:\i-:- TO FOUNDATION WAUS, CALJTlON: DO NOT DIKE OR I/\,IPE:JE THE F~OW OFWA'::i1 AWAY FROrvl FOl'NDATlON WP! i "WITh SOD. EDGJNG OR DECOR." 'lVE GRAVP AND POL YET'"Y ENE. :JOWNSPOUTS AND SILL COC,<;S SHOLLJ DISChARGE iNTO SPL',S-, BLOCKS OR ~ONG EXTENSiONS. ORAJN SYSTEM BELOW GPADE AND BACKF1LL DETAJLS (FOR PIEqFQUNDATlON) C\S..:l..!l. lVIay U8 ur lU:0La Colorado GeosCience &: ues 0U0-blJlJ-l :<8b p.b Subsurface Investigation . Savannah Custom Homes Colorado Geoscience and Design, Inc. Report No. 06-392 . Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. . The. concrete slab shall float. That is that the concrete slab shall be structurally isolated from all foundations and shall be isolated from walls and penetrations by suitable expansion material not less than Y,"thick. . The floating concrete slab shall be completely isolated from all utility lines. . Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process, . Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than 200 square feet nor a maximum dimension of 14'-0" in any direction without a control joint. . The concrete slab shall have properly placed steel reinforcement having area not less than 0.2% of the gross area of the concrete slab in each direction. . A minimum void of 3" shall be provided at the bottom of all non-bearing interior partitions. Drywall or paneling shall not be placed within 1 1 /2" of the top surface of the slab to aHow space for movement of the slab. . If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. .Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement . If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. ',', ,..7 co,", ",,'w';~"'\II).,c"'t!I"'~""''''~'' 'Ni"""'lt""'''~'''''''''''t'''''''''''''''"''''h.''",,:, """,r, 'pl':'fA'''''''M""o;'~'''''J::l "..'iI ''''I..t: ""''''''''''''",'1""",,'-'' ,,"', I, .,' ""'." t:.:'~~~.; ~.~~i:-~'~~f "!;:",.,~.;~...'. , . f~_: '- ",', _~~f.., ~;~);~~:~~. :%~,;1~l ::,::,*::;l~";~';~,;:.:;;;"::~!:l~,.:-.~)-_.:ti.;}~-~:E'''::;1~:;~i Non-expansive site soil is suitable for backfill material adiacent to the foundation wall. Expansive soils are not to be used as foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re-compacted to a minimum of 85% of Standard Proctor Density, ASTM D-698, Backfill must be 4 , lVIay U~ ur lU:;1;1a Colorado Geoscience &. Ues ;1U;1-btllJ-l <!,Jb p.r Sub:s,urlace Investigatior . Savannah Custom Home~ Colorado Geoscience and Design, Inc.. Report No. 06-39~ compacted by mechanical means. No water flooding techniques of any type should be used in the compaction of backfill. I '\!J- ""P" "';;';''''"E'~riillii'''~lE'''r:7;'''';;::J~1';T:}~'T''?'L'~'7'r:~.~-~.=:.=-,-,"" " .S 'B5" RF"'''' ."'"".,.".,......,. "..".,. ..... "'_'..,.." ""."'., " ," ,.., ",... .... ".c. '.., <~,. ~',.' ,..,.,.,..',-...,'""""'.,.,.'.. ":"''', ',,; "~"LJ 1','."-,.". ..,'..,.., '" ,':,.,'..,c... :'---t The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15-feet away from the home, The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump, If a sump pit is used, homeowners should perfonT routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems, 'i~~~~~~~:f'~~~!~~~~i; :.~Ei'~~.1ij~~~:l.!~){~.~l~;.:i/:i~\;'~.r~;~.!~~~\~~t~~!;f;:~';~:~,ilitt::j~~~?i I The backfill soil around the foundations should be moistened and well-compacted in 12- inch maximum lifts with hand operated mechanical compaction eqlJipment to prevent future settling. Controlled puddling of the backfill soils is not allowed, For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Down spouts must discharge onto four-foot long concrete splash blocks or into metal gutter extensions to direct water away from the foundations The owners should be cautioned regarding the installation of a lawn adjacent t.o the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should rot be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2, This method will prevent ponding of water and provide for proper drainage from the foundations. ~GENERAL'ifkOf{M~"j;ltifi:lri: 1__",:'; , H. ..::0. . _ ,"._.:.:. _'...: :"_ .', ..>-.:":," . :.-.. ...., L:.~'..L, ' Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures shoLBd be designed for construction in the"direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. 5 lVIay U\!, U I 1 U:JJa l;olorado GeoscIence & Ues JUJ-btltl-l L\ib p.tl Subs.Jrface Investigation .Savannah Custom Homes Colorado Geoscience and Design, Inc_ Report No. 06-392 Permitting work will be required to obtain'any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project The construction process should be carefully observed and documented to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do trot vary greatly from the conditions encountered in our field and laboratory testing, Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects, The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession, The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. N 6 May U~ UI lU:jja L;olorado GeOsclsrlCe &. Ues r G CODY SiREET jUj-otl:l-l~~b ~ o '" o 2 c " o -' \ z Ii: >- ~ ~ w "- " ~ "- u '"' p.~ :~: c) ~ c:,. z ~ ?5 ~ ~ '~~ \- w "'. '5 A ?-J z ~ ,-- ',_I ~ (J "\ ~>- ,,,' < \- ;~z ~">- 0 "'- "~> 5 ,1"'\ '~~ :=J c ...:\) ~ l ,.l ''''':''...J C' ~ ", '7 J ~ <- " c" ~ 'I.:: .f, ~ -7 w ~ ~.. ~ ~ ~ e; " " -> ~~! Ei <: 0 c " d ~ '.f', .2' ~: " '1j u . :~ '" . w (\j a ~ H .. ? ~. ~ 0 . ~ ~ " w .-I 0 ~ . i' 0 'u ~ . 'L Ei U 0 . '- . " " W .J " u " ~ ~ CI ~ ~ '" >- G: " z . '- uilll~"E o5~~~ ~:j:i....~~~ .:: B.5.E ~~ ~E >.~ a..~ Q/1bll>.!OQr '>-.J:: :> c: III .D'-3~:~~ "'0 ll'l Iii ..Q tJt. Gtt """ ..c"ij >.,c c'" d III C +"+- 0 Q > C C t.. L d , 0 on.!/!:::: a.U :Jill "OX ~~~!:oaUl c 0.0. i.. C. a o :J d.... .::p <lJ d+> 1/1 C U U c:- L. ~ c~" 00~..Q 5f1~~~a6. 'C ~3 I) a-;"l3 - Q.>~JJ III A.!! J:!L:lL :J..!!1:l~ ~ 0 -' L I: 1- "2~~"'O~Cl~ &ta+>~~5:z. co-:)a]lii OU C I.. 13 0 1..>.,,"" u.B dI" +'.. tit =~~.~~~ d_ +' C!.._ JJ liJ Ii I) 0 G.IJ\ 4:....$:.1.. III '" ill OJ a.1u 1.. III ~ l.. OJ.p c d~~C.fC.s ;c:.Q.lJ~J:~ .2-t~~~13 1II.g t:tl 0 ~~ d c+""t.'l ~ E'O,g >.$ .2 III "'....~ d ~.:: ~.t~ ~ UocX'iiii- !!~ dOC QJ ;::t;"t: a~~ < 11I'!i g.::J , '"' w eo ~ z " Q2 I " " w '" " -' >- ~ :; '"' " ,~. W :E ~ >- ~ w a. ~ -' " " -' 6 w r a r '"' w ~ z -' z " ;;: w a ;: -' " " ~ " ~ " <'i El "- r Z u 5 :> << 1:; '" " W Z ... ~ '" ::> <:::] n [J ')71 '~, ?.:_~ lVIay U8 VI lU:;j;ja Colorado GeosCience & Ues ;jU;j-ti~~-l~b p.1U PROJECT: Subsurface Investigation CLIENT: Savannah Custom Homes LOCATION: 3845 Cody Street DRI LUNG METHOD: 4" Continuous Flight Auger Colorado Geoscience and Design, Inc. o 5 Log of Test Holes Fine-grained sand, very clayey, medium dense, moist, brown Clay, very sandy, s~ff, moist, brown 2 JOB NO: 06-392 Fine-grained sand, very clayey, medium dense, moist, brown o 5 Clay, very sandy, stiff, moist, brolVn 10 10 Claystone, very sandy, moist, graylrustlbrown Claystone, very sandy, moist, gra~'lrustJbrown 15 15 ;; 0 " " lL - -"2- .c =r 0.- - -n " " 0_ Claystone, very moist to _ !t 20 saturated, gray/brown 20 25 30 35 ~ Notes: 1. x1y indicates that "x" number at blOW's of a 140-pound hammer failing 30 inches are required to drive a 2-indl diameter sampler "y" number of in.ches. 2. [J Indicates depth at Which soil samples were taken. 25 30 35 Where Applicable- a: ... Indicates ground water E!nCOllnlered during the drilUng operation. b. :s:! Indicates ground water e.ncountered aner 20li hours. c T Indicales auger refusal. d, ..c... Indicate. caving, Figure 2 lVIay U~ l{ ( 1 U:J4a + +8 ...J +6 ...J W +4 ?; "- If) 0 0:: +2 ~O ~Z 0 ~O 1-- Z I- .2 W <1: U Cl 0:: ::i --4 w 0 a.. (I) z -6 0 U -8 (,;olorado GeosCience & ues JUJ-bI:5IH L;Jb P,l1 SWELL - CONSOLIDATION TESTS SwelllConsolidalion under pressure due 10 wetting -" ) JI' ~ - - i .... '- ~ ............ ./ , Water added to sample 100 300 1M 3M 5M 10M APPLIED PRESSURE (PSF) 20,000 28,000 Test Hole f\lo. 1 Depth 8' Soil Description: Clav, very sandy, stip, moist. brown SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDfNG SLAB PERFORMANCE RISK CA TEGORfES Slab Performance Risk Category Representative Percent Swell (1000 psf Surcharge) Low 010<2 Moderale High Very High 210 <4 410 <6 <6 NOTE: The representative percent swell values presented are not necessarily measured values; rather, they are a judgement of the swell of the soil and bedmc~ profile likely to influence slab performance.' JOB NO. 06-392 FIGURE 3 VI<;iY V8 V.' W:;J4a (;010 + +8 ..J +6 ..J UJ +4 ::: U- (/) art: +2 ~a ~z 0 ~O r- - Zr- .2 UJ<( U 0 rt:- -4 UJ-' a.8 -cr z a u -8 Swell/ConsOlidation under pressure due to wetting ./' V .~ V .v ~ ..- V -c::. "- - v' ~ - Water added to sample , I, " SWELL - CONSOLIDATION TESTS \ 100 300 1M 3M 5M 10M APPLIED PRESSURE (PSF) 20,000 28,000 \ Test Hole No. 1 De th 14' + +8 ..J +6 ..J W +4 ::: u- (f) a 0:: +2 ~a "C!-z 0 ~a r-- zr- -2 UJ<( U 0 0::- -4 Ul-' 0..8 .6 Z a u -8 SweUJConso1icJation under . pressure due to wetting 1/ v ") /' I i , 'Ai" ~ --- , ( D Water added to sample 20,000 28,000 100 300 moist' saturated fa Ibrown Test Hole No. 1 De tll FIGURE 3 JOB NO. 06-392 lVIay U~ UI lU:;;4a ...J ...J W ~ u.rn 00:: ~o 'i:f.:z ~o 1-- ZI- W <( 00 ll::J Wo Q.rn Z o o C;o!orado Geoscience &. Ues ;;U;;-ti!l!l-lL~t> p.l;; SWELL - CONSOLIDATION TESTS + +8 ~ Swell/Corsolidation under III -- pressure due to wetting ,/' ./ ~ ......- - -..., r-- , - ..- "- ....... I ../ - - Water added to sample +6 +4 +2 o -2 -4 -6 .8 100 300 1M 3M 5M 10M APPLIED PRESSURE (PSF) 20,000 28,000 Test Hole No.2 Depth 4' Soil Description: Fine-!:lrained sancl, very clayey, med dense. moist, brown + +8 ...J +6 -I W +4 ~ U. Ul 0 ll: ->2 ~o -;;;'z 0 ~o I- _ ZI- .2 w<( 0 0 0:: :J -4 w 0 0- Ul Z .6 0 0 -8 Swell/Consolidation under pressure due 10 wetting /' ..- ) h /" .., -........., '\ ( ~ Water added (0 sample " 100 300 1M 3M 5M 10M APPLIED PRESSURE (PSF) Test Hole No. 2 Depth 9 Soil Description: Clay, very sandy, sitff, moise. brown 20,000 28,000 JOB NO. 06-392 FIGURE 3 lVIay U~ UI lU:::S4a (.;olorado Geoscience & Ues ::SU::S-btl.~-l;!;Jb p.14 SWELL - CONSOLIDATION TESTS + +8 oJ +6 -l W +4 ~ u. en 0 cr: +2 ~O ;!!.z 0 -0 .....- Z ..... -2 w<l: UO n:::i -4 wo Q.rI) -6 Z 0 U -8 ...... Swell/Consolidation under '-- pressure due to wetting V l/ ........ V '-........ , I' ~ - '- ....... - V Water added 10 sample 100 300 1M 3M 5M 10M APPLIED PRESSURE (PSF) 20,000 21,000 Test Hole No.2 Depth 19' Soil Description: Claystone, very sandy, moist, qray/rusVbrown ~ JOB NO. 06-392 FIGURE 3 ~'~,,,,,,~ ,,',',',.....''''',',~,J'''''f....'J,'''''''~,';,',''''',,:',,'''~,,''' 'W*~'" "",V'P'~""""""',.'f"""",\,,,,.""',,",,,,,,,,,,,,,,,,?,,,,,~,,,;<"""',U'""","' ",","""""""","",',,. ,'''' , "",j!""",,,,,,,,,,,, ,,~'" V' '>"1)EPARTMENT OF PLANNING ANO DEVEL.OPMENT Building Permit Number: 5999 BUIL.DING INSPECTION DlVIS(ON .235.2855 CITY OF WHEAT RIDGE Date: 10/8/97 ..1,',', 7500 WEST ~9TH AVeNUE WHEAT,RIOGE, CO $0215 Property Owner: Property Address: 3845 CODY ST Contractor license No.: 19699 Company: SLATON BROS.INC Pt!one: 969-8226 Phone: 795-1015 Construction Value: Permit Fee : Plan Review Fee : Use Tax : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify IlIa! the setbaCk distances proposed by thiS pennft applk:lltlon ere eccurate, and do not violat8 apDlicabIe ordlnencee, rules or regulations of the City of Wheat Ridge or covenants, easements or restrtctions of record; that an ~urements shown, and allegations made are a""""'le; that I have, rell!l and agree to abide~ '!II conditions orinted on this epplk:lltion, anq that I asaume M1l\18PO<1aib' for com i8!lce wfth the Wheat Ridga Building Code (U,B.C.) 8nd all other app~ ~~ldge ord nanees, forwoll< under this pennft. (OWNER)(CoN'TRACmR) SIQNED ~. e p,..Ll DATEJO - 1>-91 Description: RETAINING WAll AND FENCE FOR DRAINAGE POND Total: $7,367,00 $138.00 $0.00 $88.40 $226.40 SIC: Sq. Fl.: I BUilDING DEPARTMENT USE ONLY Approval: Occupancy : Walls: Roof: Stories : Residential Units: Electrical license No : Company: Plumbing license No : Company: Mechanical license No : Company: Expiration Date : Approval: . Expiration Date : Approval: . Expiration Date: Approval: . (1) This permltwos Issued In ~ wllhthe prQVIalCns aM, forth In)'OllOr application and is sublec:t to the laws of the S1ale of CcIor8do and to the Zoning Reg\iI8Ifl>!1s and B\lIIding CIXIe of__, COlorado ,or any other 0ppIk:IibIe ordlnances of the CIty. (2) This permit II18Il expiIe W {AI the W9I1<'- is not c:c_ within siXty (60) days 110m Isaue date or (8) the bulldlng _ is suspended or ~fora~~, (3) ff this permit........, a _, may be, .acqulJWCllor a ,.. of one-haW the amount normally l1lqUiIed. _ no cl18nges have been or WIll be made In the ol1glnaljllans and . and any _on or _ haI notO><<l8Odad ana (1) year. lfchangeo 818 mada orWsuspeM01 or_ axceeda ana (1) year, 1u1I_ sha11 be paid for a - DOm1II, 145l No W9I1< of anymaM8l' _ be done Ih8I will changa lha natural flow cI wa180 causing S draInaga prollIam, "'""'Il.'::t;~",,:-"'_._~._"---_._"- (6) t;:''''' ~.It or _..'.:,~.~ =~1S sha11 not be _ to be a pennI\ lor. nor an spprovaI of. anyviolatlon of the provisions Chief Building Inspector THIS peRMIT VALlP ONLY WHEN SIGNEP BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. Company: r-::(J~ k. c. t3~>c.\ ~ >J, M~~, d EB,,<"c I 3845 C!..6~;t wA"-.o\t Q(~e \qc,C?9' S"La.tcn 8r\lS, Reu. LiC'1\'N<;,t " Phone: '-t b 7 - 6' 1. 2 ~ Property Owner: Property Address: Contractor License No. : Phone: 7Qs-- '2<530 Construction Value: Permit Fee: Plan Review Fee: Use Tax: 7'> (p 7 C-CI -~ 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 Of 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 otheca.pplj~:3bl.. ~eat Ri,_or . -fof.-WOJk. under this permit. ~ ~ .t:2: ---- (O::::~:::tCT;R)S~~~~~~~\ DATE 10 y Y 7 Total: w,.i! "",,-d. (~'""C~ f d o ....r M )'\.(-;je:.: BUILDING DEPARTMENT USE ONLY (j'o-oJ - SIC: Sq. Ft.: Zonlfil'r.coll!l11entS:! Approval: Zoning: Bil1rdl.iiffiCo!:!1me~~"':] Approval: F.llDl~ks'...\;9mlTl!lJ)~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: 121 Bfl~~~._ Expiration Date: Approval: II I.P.llilfIl8~Ims__ Expiration Date: Approval: . 1eI~e,gul[e.~ l'l 5) 161 This permit was Issued In accorclance with the provisions set forth in yopur applk::alion and Is subject to the laws of the State of CoIooIdo and to the Zoning Regulations and Building Code of W'leat Ridge. Colorado or any other, applicable ordinances of the City. This permit shall expire if (A) the WCNil; authOnzed is not commenced WIthin sixty (50) days from issue date or (B) the building authorized Is suspended or abandoned for a period 01 120 days. It thIS permit expires. a new permit may be acquired for a fee of one.half the amounl normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permit. No wor1t or any manner shall be done that will change the nalural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance fOf all inspections and shall receive written approval on inspection card before proceedilng with successive phases of the/'ob. The Issuance of a permit or the approval 0 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. (1) 121 13) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ....19 _ _ _ _ _ -ilfl_ _ _ _ _ _ J.lL _ _ _ _ _ _.iLL- _ _ _ __ -1I5_ ___ I I +78.6 I I .0 , 'icJ - 1+79 I I I I l~ I f;:.j I I I~ i -.q- I I I I I I I I I I I I 10 I '1.n I N + 79.1 +78 8' _Ou +79 +80 80+ CONCRETE DRIVEWAY +77 +76 5.8% .. 54' - 0" FIRST FLOOR ELEVATION +81.0J +81 . 79.5 79 CONCRETE SIDEWALK KEYSTONE BLOCK WAlL CONCRETE SIDEWALK SITE PLAN SCALE: ~ o 2' 4' I 8t + 74.1 201 -0. + 75.5 SECTION A ~l f I I I . II ~ t I I I -1 I ~ I 3:: I c:..!) I :z ) Z ~ ~ +75" I ~ u +76 9 en L.W :z <:) ~ ~ 76.5+ TOP OF WALL + 16.5 12" PVC PIPE FL = 94.0' 10.x SIS CUTIER THRU SIDEWALK wi REMOVABLE COVER I 16' + 73.8 FL + 73.9 FL r I: o I o' _4ft TOP OF WALL = 76.5 J KEYSTONE CONCRETE BLOCK (COMPAC) . o 1 ;..,., . (C) J b. <.0 EXIST. GRADE t J 2'-0" SECTION A .. " CONCRETE FOOTING WI 2 - #4 REBAR SCALE: ~ o l' 2' r o' _4" TOP OF WALL = 76.5' --..----.~--------,..-..~ CONCRETE FOOTING 1.7 / WATER SURFAC~ 100 YEAR STORM 12..:....: = 5475.25 . . :...: ~ :...: 1 .. -.. -.. ..-...-......... ..........-...--.. . _.. _... ~.... _ a KEYSTONE CONCRETE BLOCK (COMPAC) c o I ;..,.." c: CO I "0 c (.0 EXIST. GRADE . :-: :...: :-: :...: C5 .:-::....::-.. .., ! t 2'-0" SECTION B NOTES: -REFERENCE ORIGINAL DESIGN BY CHESSNOE & ASSOCIATES, DATED 10/20/95 FOR ADDITIONAL DErAILS. AMENDED DESIGN CLARIAES GRADING DETAILS; AND CHANGES RETAtNING WALL DESIGN, LOCATION AND CONFIGURATION OF DETENTION AREAt AND DISCHARGE PIPING ONLY. 97~ St;?" 3 3tfS' C:;cL)t ~-r AMENDED DRAINAGE & GRADING LOT 4 - CODY SUBDMSION AUGUST 2, 1997 REVISED - SEPT. 6, 1997 DAVID A. BESEL, AIA/PE 12548 I. 19f PlACE IAKDOOD. CO 80228 (303) 969-8226