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HomeMy WebLinkAbout4255 Parfet Streeti CITY OF WHEAT RIDGE ��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ti' N"'' 0 Job Address: LA ra F .e V c* Permit Number: r`. 1 l 00 ❑ No one available for inspection: TimeAM/PM Re -inspection required: lies N When corrections have been made, call for re -inspection at 303 -234 - Date: , �` !�� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 0 C\ Permit Number: ❑ No one available for inspection: Time s�� AM/PM Re -Inspection required: as When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: ®O NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Window Replacement PERMIT - 201900823 PERMIT NO: 201900823 ISSUED: 04/30/2019 JOB ADDRESS: 4255 Parfet St EXPIRES: 04/29/2020 JOB DESCRIPTION: Residential window replacement of 2 windows in office, U -factor of .25. *** CONTACTS *** OWNER (303)274-7951 PARCHMAN THOMAS S SUB (303)757-2721 WILLIAM R. MCFARLANE 140080 DMD BUILDERS, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,384.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 50.06 ** TOTAL ** 100.06 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municiE0Obta codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorizein this permit and perform the work described and approved in conjunction with this permit.Ifurther attestthat I am legally authorizoinclude alwork to be performed and that all work to be performed is discld in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of 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 a ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Monday, April 29, 2019 3:47 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 4255 Parfet St. Property Owner Name Tom Parchman Property Owner Phone 303-274-7951 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Attach Credit Card CC form04292019.pdf Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** CONTRACTOR INFORMATION Contractor Business DMD Window & Door Name 1 Contractor's License 140080 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3035492327 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Lindsay@dmdbuilders.com Retype Contractor Email Lindsay@dmdbuilders.com Address DESCRIPTION OF WORK Number of window 2 and/or doors being replaced Location of office window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .25 window(s)/door(s)? City of Wheat Ridge requires the u -value to be .32 or better on windows.. Attach copy of Parchman window04292019.pdf window/door cut sheets showing sizes and u -value Project Value (contract 2384.00 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 2 issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Raynbo McFarlane Permit Email not displaying correctly? View it in your browser. INSPECTION RECORD � Inspection online form: http://www.ci.wheatridge.co.us/inspection i '' Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an ins ection the following business day PERMIT , i ��✓ ADDRESS: aV S a - �Sf JOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Z Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof Z 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: �4] ���5I ADDRESS 4 � � Llz)ri JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 *'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Pa06-F).orrn eck List I Property Address ell, Permit Number Permit Issued Date J -2_j J2_/ e i / ' r 2w-._ner Information Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Name Gary Manlove Pun Inspector Contact info PrI 8- 2.3 "0 -VIVETUMM t.,�P­0080116 JBX Ins2jctor Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6,112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept. * I Nearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 1 RC and 2012 IBC as well as afl�of Wheat Ridge Pp ivies and Procedure and hianufacturer's Inspector: Date: 101/10/2018 Page I of 2 *1 Nearby acknowledge that I am the owner the building referenced above and I give /my consent for the listed third -party ins *t On counpany to perform my roof inspection in lieu of the City of he 9 Buildil kiy�n inspection. -- Propery Ownerftertt,' 91 Date: -37 This original docun-mat and penrit card, as well as the roofing check list, Must be submitted tc the Chief Building Of ffi7s C�ffolll Drop off in person Permit counter 2nd ffoor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date- T26117 Page 2 of 2 The City ot.Whert-R-idg�-, i; The City of Wheat Ridge -isppetlon Checklist Notes %'. Inspection Notes MID -ROOF FINAL Company Name: 7JB1 IC NSULTI G Company Name: JBA S �O9UL - !e77L1/Z, Inspector Signature, Inspector 5ignatur2�� Date of MID -ROOF Inspe ion: Date of FINAL Inspection: Zk/l*/20 W11 flearinsnectign J Nw 12. ED r -,a ,;�- , �tl r7-, Pap-, 01 Fail Structural roof components E:l r --j, VerWy that no more than 2 layers of shingles moist E] rai,- Flashing' W roof and waUs 27 E] f-31! Iff new sheathing is installed ver!4, that it is listed in the permit description (Valuaticm must be adjusted) NVA F. -i VeFW ShGaftflg nail Pattern (See PalicY & Procedures) 0 Cricl<ets and saddles where needed F3 KfA ram C! Fail Verffij e Vent must lave boot same gauge as pipe L") WA fail VeM vent caps Ej raii Verft no flashings are darnaged or rusted N r,:-1 FoR Stop 11ashing shall be Min- of 4x4 piece per shifigle ER <,.% 12, [71 r-,iit VeFW srJJPPeFS alloW for proper drainage F-2 NUA IT.- 0 raii Ice and water shield 27 in heated wail spaces E] Fa;l Underlaym ents must follovi 2012 IRC 12012 IBC 0, 171 rai, Verify roof sl-ope for proper drainage 4 =4 UJ A lz-, ?a-% "Ll FAI; Dripedge shag have min of 7' overlap L-1 XA E -7j", 0 F.�51 Dripedge should extend down rnin,-.2- past roof deck 0 wA 2f Ej r-aij Dripedge shall be mechanicaby fastened I Z' OG EZ] F -jai. 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope, Exception, detached garages, pancs, Fpmts, open on three sides 7Ar7ffh Mirt_ slope Gf E -Pam-_ 1:12 Mocrifled Bitumen, EPDK, TPO min slope 114-12 slope j-.7fIVA Fd!1 Above roof insulation R-25 -pass- El ra; Below roof residential R-38 I SM Below roof commerciail R-32 F.; I -Modified Bitumen, EFOM, TPO min stope,114-12 slope must be installed in accordance vdth the manufacturers SP9cifications- Must.have manufactures letter sof warranty vvfth the address on the letter for final inspection a, Roof es cluirements 7 rid rasp a -Fau Metal roof shingles shall not be installed on slope less 3:12 1 eta[ valley flashing shalt be the same material as roof r-_1 L -J T-7 Vni4 0 rdii Mal ValleY flashln_q shall extend a min of a" from the centerline with a min- of 314 " high splash diverter irlb built -lin at the flow Unewith sections overlapping a amin. of 4" Jile.Aoots Requirements .1 and concrete tile shall have a min. 2-112:12 slope Slopes 4:12 and under require double underlaymem Company Name: 7JB1 IC NSULTI G Company Name: JBA S �O9UL - !e77L1/Z, Inspector Signature, Inspector 5ignatur2�� Date of MID -ROOF Inspe ion: Date of FINAL Inspection: Zk/l*/20 W11 City of Wheat Ridge Residential Roofing PERMIT - 201709551 PERMIT NO: 201709551 ISSUED: 12/12/2017 JOB ADDRESS: 4255 Parfet ST EXPIRES: 12/12/2018 JOB DESCRIPTION: Residential reroof remove and install GAF ArmorShield asphalt shingles with 49sq pitch=12/12 3rd Party Inspector Required. *** CONTACTS *** OWNER (303)274-7951 TOM PARCHMAN/ELIZABETH SMITH SUB (303)757-7663 David Moore 160095 Smart Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,700.00 FEES Total Valuation 0.00 Use Tax 308.70 Permit Fee 283.55 ** TOTAL ** 592.25 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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. 92 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201709551 201709551 4255 Parfet ST ISSUED: 12/12/2017 EXPIRES: 12/12/2018 Residential reroof remove and install GAF ArmorShield asphalt shingles with 49sq pitch=12/12 3rd Party Inspector Required. 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 , 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. further attest that I am legally authorized to include all entities named within this document as parties to the work to be per or an that work to be rmed is disclosed in this document and/or its' accompanying approved plans and specifications. s z nature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No -work of 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 iss a or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic e c e or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. s Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. S M/` rt ROOFING & CONSTRUCTION 415b t. Jewell Ave. FF/lb, Denver, w uuzzz (iu s) tot-KVVr (/603) Homeowner's Name: 1 M � .N +2 Storm 171Date: Address: t r -P + ' City: bih'et 4 P t CLq P State: Cc) Zip Code: (DO 2) Home Phone: 303 .2 q % �S( Cell: Email: Insurance Company: Phone: S�6'6 5-V2 2Z o'07 Claim #: Co 1 Adjuster's Name: (26L,14..../t.)( 161;9e_tt Mortgage Co. &(�" t onhl eA-te.r,� Phone: WQ-- 66d- 67676, Insurance Claim Agreement / Permission to Communicate This agreement authorizes Smart Roofing and Construction, LLC (SRC) to assist you with your insurance approved damaged property, and will be repaired or replaced with no additional cost to you except for the deductible. Additional work outside of the insurance scofe must be approved in writing prior to the beginning of construction. I/We authorize �.! CK� d U , our insurance company, and &_1 k_t. ZtC•I+ , our mortgage company to communicate and work 6irectly with Smart Roofing and Construction, LLC and/or Genesis Capital Ventures regarding the project associated with claim number ©t The Consumer Protection Bill (SB 38) and the Colorado statue of insurance fraud (CRS 18.13.119.5) prohibits SRC from paying, waiving or rebating any insurance deductible. Shall Te claim be denied by the insurance company, this contract is NULL and VOID. 4- '46.9i7"17f� 417t� L�cr ,� � Initials ROOFING MANUFACTURER: 0(4 r_,4ewoor STYLE: "- r' COLOR: Gee --, Tear Off A # of Layers :ems S Install / Replace Decking: Labor Warranty: Install Ice & Water Shield: k-1 ,iSS utters Color: LF Install Drip Edge: Color V1, VC7 Roof Vents: Type: Color: f� Install Felt: Step Flashing: Ridge type: e Ridge Vents: e LF Haul off trash and debris (includes magnetic swe p) Liability Insur nce is provided by Republic -Vanguard .41 Luot,V- 4b 6e- Per 1;�_,- % ,rAwcu- 4 tiv.. irte-es. 6h I y. CoVeel-e'ovtis 0106jA,(�s The estimated cost of the above-mentioned roofing materials and the scope of services provided, based on damages known at the time of the contract entered is: $ 7 f d . The final contracted price is the final approved RCV amount on the insurance paperwork plus the applicable contractors overhead and profit. The insurance proceeds will be paid to Smart Roofing and Construction, LLC. Work will begin and the building permit will be pulled within twenty-one business days after the first payment is received. Initials The Homeowner(s) may cancel this agreement at any time before midnight of the 3rd business day (72 hours right of rescission) after the date of signing this agreement by mailing a notice of cancellation. By signs�t is agreement below, you acknowledge that you have read both sides, f " agreement, understand and agr to"Werms and nditions of this agreement and ng oth r conditions apps ted on this form. I - �- Homeo er or Agent Signature Date ma fin ,LLC (Sales Rep) Homeowner or Agent Signature Date Smart Roofing, LLC (Management) enia Reimer nc� From: no-reply@ci.wheatridge.co.us Sent: Tuesday, December 12, 2017 1:21 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. 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 4255 PARFET ST WHEAT RIDGE CO 80033 Property Owner Name THOMAS PARCHMAN Property Owner Phone 303-274-7951 Number (enter WITH _ dashes, eg 303-123-4567)`Jq Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract tsp716@msn.com Yes Parchman SMITH contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Smart Roofing 160095 303-757-7663 4155 E Jewell Ave STE 716 Denver Co 80222 Contractor Email Address info@smartroofingco.com Retype Contractor Email info@smartroofingco.com Address DESCRIPTION OF WORK TOTAL SQUARES of S 49 the entire scope of work: ,--- Project Project Value (contract 14700 - value or cost of ALL materials and labor) Are you re -decking the No roof? C— Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific pitch 12:12 of the PITCHED roof? T How many squares are , 49 part of the PITCHED_��-'` roof? Describe the roofing GAF ArmorShield / materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Residential reroQf using GAF ArmorShield 49 Sq's and 12:12 detail here on the pitch description of work. (Is this for a house or garage? Etc) 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 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant John Dunn Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Solar PERMIT - 201708935 PERMIT NO: 201708935 ISSUED: 11/08'2017 JOB ADDRESS: 4255 Parfet ST EXPIRES: 11/08'2018 JOB DESCRIPTION: Permit to reinstall previously permitted PV system O due to a rer,)oi. 5.89 KW, 18 modules *** CONTACTS *** OWNER (303)274-7951 PARCHMAN THOMAS S SUB (303)447-0300 Jeff Denovan 090413 Namaste Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,789.00 FEES Total Valuation 0.00 Use Tax 58.57 Permit Fee 93.35 ** TOTAL ** 151.92 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 �jEi' applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspecc:)rsa. 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 l am tie legal owner or have been authoricd by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction �� ith this errmt I further attest that I am le ally authorized to include al( entities named within this document as partes to the ti orl: to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or �ONTFACTO (Circle one) Date I. This permit was issued base on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This,permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in \n itinc 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 WIildin' Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new pen -nit. Re -issuance or extension of expired permits is at the sole discret um ()I'ff 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 s4)CC i tic 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 Scrviccs 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 aprovision of anN applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field am provision inspection. Signature of Chief Building Official ® Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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(D Q (D � (n C d W rt d �'` j Cf1 w Q r ...a q 7 N r. — V (n Lrl S .� .. N W N V)c v .-. tA< m D �n r) r) o o v a a q - .. 0 ��0 n 0 P n _ cD 1 _ o CO j .. 00 N O (D CD (D a N cu CD d co S O o y d Lq fD O N O O < 3 rn O < m N < m Ln 0O z z 2 < X (n c Lrlp G7 rn0 DD z0 A m v n < 0 3 z m O c y o o n ai (� C X Ci 0 0 r -0 X m O (D 0 r)m D m zOr C T ��M C Z r-�z p m (D M D �D n �� OOH rY n U)m m m N tNn N n 0 7 O S tJ1 0 D < z C, ^ O. a fD N fD rr 3. O (D p~ C 3 0 �' C C Or Z "' m r C o r Z �- z OO m @ () 6 H n o rt d H n flJ n r �-i o iv m o m p .* ��'* `^ fl I rr-r m H Q v r�•r V C" � rt fll �! W w rt rt C� O ((DD 3 to m o LI) La v Ln o n po o -� �, �^ x O Lo (D c 5 x p tn C n (D N ( v C Ln c < O m rn D 70 ^ 6 (D 3 < 3 m 0 m < Z -a m 0 o z m m ow z 0n `Q Fronius IG Plus Advanced PV Inverter The world's first high frequency inverter with arc -fault circuit interruption (AFCI). An outstanding addition to the family: The next generation of field serviceable Fronius IG Plus Advanced inverters include industry first Arc Fault Protection in a High Frequency inverter, Advanced Grid Features for Smart Grid integration, built in Com Card for data communications, and DC connecting distributors included with all three power stage inverters. Add these to our impressive list of standard features including a built-in six circuit string combiner, integrated lockable DC Disconnect, multiple power stage Mix Technology with "Power on Demand"and built in redundancy,lightest and best looking in class satin finished aluminum NEMA 313 housing with Power Plug system for easy installation POWERING YOUR FUTURE INPUT DATA Fronius IG Pius A 3.0-1 uNl 1 3.8-1 uw 5.0-1 UNI 6.0-1 UNI 7.5-1 UNI 10.0-1 UNI 11_4-1 um, 1 10.0-3 Deua 11,4-3 Wu 12.0-3 wvrxn Recommended PV -Power (kWp) 2.50-3.45 3.20-4.40 4.25-5.75 5.10-6.90 6.35-8.60 8.50-11.50 9.70-13.10 18.50-11.50 1 9.70-13.10 110.20-13.80 MPPT-voltage range 230 ... 500 V DC startup voltage 245 V Max. input voltage (at to0o W/m2 14 °F (-10'Q in open circuit operation) 600 V Nominal input current 8.3 A 10.5 A 13.8 A 16.5 A 20.7 A 27.6 A 31.4 A 27.6 A 31.4 A 33.1 A Max. usable input current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 1 46.7 A 1 53.3 A 1 46.7 A 1 53.3 A 1 56.1 A Admissible conductor size (DC) No. 14 - 6 AWG Number of DC input terminals 6 Max. current per DC input terminal 20 A; Bus bar available for higher input currents OUTPUT DATA Fronius IG Plus A 3.0-1 um 3.8-1 ,N, 5.0-1 UNI 6.0-1 uN, _ 7.5-1 VNI 10.0-1 ., 11.4-1 u,, 10.0-3 ". 1 11.4-3 nen. 12.0-3 WYE277 Nominal output power (PAc,am ) 59.3 - 60.5 Hz 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 9995 W 11400 W 12000 W Max. continuous output power 112.0-3 wn217 Max. efficiency 96.2% CEC efficiency 208 V 240 V 277 V 95.0% 95.5 % 96.0% 95.0% 95.5 % 96.0% 95.5% 95.5% 96.0% 95.%% 96.0% 96.0% 104 *F (40 °C) 208 V / 240 V / 277 V 95.0% 95.5 % 96.0% 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 9995 W 11400 W 12000 W Nominal AC output voltage Cooling Controlled forced ventilation, variable speed fan 208V/240V/277V Enclosure type 208V/240V 277V Operating AC voltage range 208 V Power stack weight 31 lbs. (14 kg) 57 lbs. (26 kg) 84 lbs. (38 kg) 183 - 229 V (-12 / +10 %) Wiring compartment weight 24 lbs. (11 kg) 24 lbs. (11 kg) 261bs. (12 kg) Admissible ambient operating temperature (default) 240 V Compliance UL 1741-2010, IEEE 1547-2003, IEEE 1547.1, ANSVIEEE C62.41, FCC Part 15 A & B, NEC Article 690, C22.2 No. 107.1-01 (Sept. 2001) California Solar Initiative - Program Handbook- Appendix C: Inverter Integral 5 % Meter Performance Specification 211 - 264 V (-12 /+10 %) 3.0-1 uNl 1 3.8-1 UNI 1 5.0-1 uN 6.0-1 uN 7.5-1 u,a 1_10.0-11 uN 1 11.4-1 uN 110.0-3 p [111A-3 uel + 12.0-3 WYE277 Ground fault protection Internal GFDI (Ground Fault Detector/Interrupter); in accordance with UL 1741-2010 and NEC Art. 690 277 V Internal diode Islanding protection 244 - 305 V (-12 / +10 %) Over temperature Output power derating / active cooling Max. continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 27.7 A* 31.6 A* n.a. output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.6 A 47.5 A 24.0 A* 27.4 A* n.a. 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 1 41.2 A n.a n.a. 14.4 A* Number of phases 1 3 Admissible conductor size (AC) No. 14 - 4 AWG Max. continuous utility back feed current 0 A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60.5 Hz Total harmonic distortion <3% Power factor 1 (at nominal output power) GENERAL DATA Fronius IG Plus Al 3.0-1 uNi 3.8-1 UNI I 5.0-1 UNI 1 6.0-1 uM I 75-1 uN, I 10.0-1 W I 11.4-1 ONS 10.0-3 M11. 111.4-3 u„ 112.0-3 wn217 Max. efficiency 96.2% CEC efficiency 208 V 240 V 277 V 95.0% 95.5 % 96.0% 95.0% 95.5 % 96.0% 95.5% 95.5% 96.0% 95.%% 96.0% 96.0% 95.0% 95.5 % 96.0% 95.0% 95.5 % 96.0% 95.0% 95.5 % 96.0% 95.0% 96.0% n.a 95.0% 96.0% n.a. n.a. n.a. 96.0 % Consumption in standby (night) < 1.5 W Consumption during operation 8 W 14 W 20 W Cooling Controlled forced ventilation, variable speed fan Enclosure type NEMA 3R Unit dimensions (W x H x D) 17.1 x 26.5 x 9.9 in. 17.1 x 38.1 x 9.9 in. 17.1 x 49.7 x 9.9 in. Power stack weight 31 lbs. (14 kg) 57 lbs. (26 kg) 84 lbs. (38 kg) Wiring compartment weight 24 lbs. (11 kg) 24 lbs. (11 kg) 261bs. (12 kg) Admissible ambient operating temperature -13 *F... +131 °F (-25 *C... +55 °C) Compliance UL 1741-2010, IEEE 1547-2003, IEEE 1547.1, ANSVIEEE C62.41, FCC Part 15 A & B, NEC Article 690, C22.2 No. 107.1-01 (Sept. 2001) California Solar Initiative - Program Handbook- Appendix C: Inverter Integral 5 % Meter Performance Specification PROTECTION DEVICES Fronius IG Plus A 3.0-1 uNl 1 3.8-1 UNI 1 5.0-1 uN 6.0-1 uN 7.5-1 u,a 1_10.0-11 uN 1 11.4-1 uN 110.0-3 p [111A-3 uel + 12.0-3 WYE277 Ground fault protection Internal GFDI (Ground Fault Detector/Interrupter); in accordance with UL 1741-2010 and NEC Art. 690 DC reverse polarity protection Internal diode Islanding protection Internal; in accordance with UL 1741-2010, IEEE 1547-2003 and NEC Over temperature Output power derating / active cooling Arc -Fault Circuit Protection Internal AFCI (Arc -Fault Circuit Interrupter); detects and interrupts series arcing faults in the DC circuits * per Phase Fronius USA, LLC 6797 Fronius Drive Portage, IN 46368 www.fronius-usa.com Zilla° Double Stud Flashing Assembly Zilla® Flashing is superior to all comparable products on the market, and can be used with most available standoff and/or mounting components. • STRONG - superior two bolt application. Lab -tested withdrawal strength of 5,240 lbs. • ATTRACTIVE - low profile (3/4") • VERSATILE - PV, thermal, conduit, pipe, universal attachments to most all common racking • ECONOMICAL - super fast installation, minimizes labor component, available in variety of materials • SUPERIOR - innovative Design for Longevity: no exposed rubber or threads to leak. Keeps water out and on top where it belongs! S 1-1 : 1 Mi Zilla® C -Foot Zilla® Standoff 010 Zilla®L-Foot Zilla" Claw Connectors that can be used with the Flashing Patents pending. 77 Waneka Parkway, Lafayette, CO 80026 720.880.6700 1 855.670.1212 www.zillarac.com v030812 Copyright © 2012 Zilla Corporation. All rights reserved. Made in the U.S.A. Zilla° Flashing Assembly: Components & Specifications ..Zilla® Double Stud i Encapsulated ,- Gland Washer Zilla® Flashing Zilla® Base Plate Zilla' Flashing Assembly I 51 Double Stud Assembly 4" 4" E_�i Product Product Number Description Materials Size Weight Color Finish Double Stud 4 ZDS-ZP Threaded double stud bolt Steel; Zinc + 3/8"-16 x 5/8" 0.2 Ib. Nickel Zinc + Nickel Nickel lated P 1.5" Octagon Silver Plated Encapsulated Gland Washer ZSW Encapsulated gland washer in High temperature 1" O.D. x 3/8" I.D. x < 0.1 the compression zone. polymer .094" Thick lb. Red Smooth Bare ZFLL039-GS Galvanized Sits on top of the base plate, Silver Steel Flashing14.75"L ( " i and is attached with the Galvanized steel x 9.5"W x 0.84 ib. K nar 500 y Ilr�l double stud assembly. 0.6"H ZFLL039-GSBLK Black Coated Galvanized Steel Base Plate Base plate is normally attached to the roof with 5/16" 3 7/8"L x 3"W G-90 (fastening hardware ZBP-GS or 3/8" la bolts. Flashingis Galvanized Steel x 0.4 Ib. Silver Galvanized not included) attached the base plate P .52"H Steel using the Zillae double stud. ZDSFA-15 GS Includes the silver flashing and all of the "Quick Ship" components that come with it. Zilla® Double Stud 15" Flashing Assembly Kit ZDSFA-15 GSBLK Includes the black flashing and all of the "Quick Ship" components that come with it. Flashing available in custom colors. `See representative for details. Minimum order may apply. Call for availability. Patents pending. standard, quick -ship item Copyright © 2012 Zilla Corporation. All rights reserved. Made in the U.S.A. v030812 MODEL: SPR-327NE-WHT-D 20 30 40 50 60 70 ELECTRICAL DATA Voltage M Measured at Slandord Test Conditions (STC). irradionce of I OOOW/m2, AM 1.5, and cell temperature 25° C Peak Power (+5/-3%) PmaX 327 W Cell Efficiency n 22.5 Panel Efficiency 17 20.1 Rated Voltage Vmpp 54.7 V Rated Current Impp 5.98 A Open -Circuit Voltage Voc 64.9 V Short -Circuit Current Isc 6.46 A Maximum System Voltage UL 600 V IEC 1000 V Temperature Coefficients Power (P) -0.38 %/K Voltage (Voc) -176.6 mV/K Current (Isc) 3.5 mA/K NOCT 45* C +/- 20 C Series Fuse Rating 20A Grounding Positive grounding not required MECHANICAL DATA Solar Cells 96 SunPower Maxeon' cells Front Glass High -transmission tempered glass with anti -reflective (AR) coating Junction Box IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm Output Cables 1000 mm cables / MC4 compatible connectors Frame Anodized aluminum alloy type 6063 (silver); stacking pins Weight 41.0 lbs (18.6 kg) 7 6 5 g 4 C 3 v 2 1 0 IN CURVE 0 10 20 30 40 50 60 70 Voltage M Current/voltage characteristics with dependence on irradiance and module temperature. TESTED OPERATING CONDITIONS Temperature - 40* F to +185* F (- 40* C to + 85* C) Max load 113 psf 550 kg/m2 (5400 Pa), front (e.g. snow) w/specified mounting configurations 50 psf 245 kg/m2 (2400 Pa) front and back (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) WARRANTIES AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty Certifications Tested to UL 1703. Class C Fire Rating IEC 61215 Ed. 2, IEC 61730 (SCII) DIMENSIONS 2X 11.01.43] MM 4X 39(C'S.70j 30[1 .181 2X577[22,70] 180'7.07_ - (IN) 322112.691 4X230.8[9.09] (B)— ENDS N � 1559[61.39] 46',1.811 —� (A) 915[36.021 4X3.2[.13; 1200147.24' ICI —}— 121.471 `-� - - 1535[60.451 (A) - MOUNTING HOLES (B) - GROUNDING HOLES jCI - STACKING PINS 12X 06.6 [.26] LOX 04.2 [.17] 4X 06.1 X 3.2 [0.24 X .131 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. © 2011 SunPower Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trademarks su n powe rcorp. co m of SunPower Corporation in the US and other countries as well. All Rights Reserved. Specifications included in this dalasheet are subject to change without notice. Document #001-65350 Rev D / LTR_EN CS 12_370 SolarMount Mid Clamp Part No. 302101C, 302101D, 302103C, 302104D, 302105D,302106D Mid Claml Y A 7..00 D[STNKE BETW€Eli rt0U1nt5 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003D, 302004C, 3021104D, 302005C, 302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C uMUNIRAC • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 lbs (23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac'/"-20 T -bolt and one Y4"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, 4) Tension, Y+ 2020 (8987) 891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z± 520 (2313) 229 (1017) 2.27 346 (1539) 0.665 Sliding, X± 1 1194 (5312) 490 (2179) 2.44 741 (3295) 0.620 —A nc+;:rnuH " VANES WITH HODAE TH1{}4NESS f Dimensions specified-ininctaes-unless noted • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • End clamp weight: varies based on height: —0.058 lbs (26g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/"-20 T -bolt and one Y4"-20 ASTM F594 serrated flange nut • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Modules must be installed at least 1.5 in from either end of a beam Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Loads lbs (N) Resistance Factor, Tension, Y+ 1321 (5876) 529 (2352) 2.50 800 (3557) 0.605 Transverse, Z± 63 (279) .14(61) 4.5821 (92) 0.330 Sliding, X± 142 (630) 1 52 (231) 2.72 79 (349) 0.555 e SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Y rX 3 3.G1 Xc SLOT FOR 's n•kflwand 4 t 1.Gt Dimensions specified in inches unless noted MIR an UN1PAC • L -Foot material: One of the following extruded aluminum alloys: 6005- T5,6105 -T5,6061 -T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized • L -Foot weight: varies based on height: —0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized 30tt UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594 Wserrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average Ultimate lbs (N) Allowable Load lbs (N) Safety Factor, FS Design Load lbs (N) Resistance Factor, 4) Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1 1859 (8269) 707(3144), 2.63 1 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 1 2.461 2004(8913)1 0.615 Traverse, X± 486 (2162) 213(949)1 2.28 323(1436)1 0.664 SolarMount Beams Part No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D 310208C,310208C-B,310240C,310240C-B,310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area int 0.676 1.059 Section Modulus (X -Axis) in' 0.353 0.898 Section Modulus (Y -Axis) in 0.113 0.221 Moment of Inertia (X -Axis) in' 0.464 1.450 Moment of Inertia (Y -Axis) in 0.044 0.267 Radius of Gyration (X -Axis) in 0.289 1.170 Radius of Gyration (Y -Axis) in 0.254 0.502 SLOT FOR T -BOLT OR a" HEX HEAD SCREW 2X SLOT FOR BOTTOM CLIP 2.500 T 1.316 SLOT FOR U HEX BOLT .387 .750 Y L ►X SolarMount Beam SLOT FOR T -BOLT OR 14" HEX HEAD SCREW SLOT FOR BOTTOM CLIP SLOT FOR 3/8" HEX BOLT Y L Dimensions specified in inches unless noted 1.728 UNlRAC 3.000 RX SolarMount HD Beam City of �Wheat jjgc MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCq)_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: l-7 Plan/Permit # `z-ol '--1 o r135 - Plan Review Fee: Building Permit Application 4 15 1 - C� -?- *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '-I Z 5 5 Purftt sl Vkea� R► da r Gv P0031 Property Owner (p/ease print): T d m a s P arcA rn q r► Phone: 303 -27y- 795/ Property Owner Email: trp 71 6 6D MIn • con' Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Contractor: /✓g M a f Vt So I a r Phone: Contractors City License #: 0 9 0y 13 Phone: 303- kgl_ 0300 AM Contractor E-mail Address: r if_ o . a h @ nom afhe-sol 0r• Go en Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R-t�_psi—col/ o� rr-evt—oAsly /a -e IYY� I r{— foo, 5-g9 kv IP ►�odtil�S Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 4- ' 2 7P g /4/4 tf OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (47ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Ix \_ Signature (first and last name): ibATE: �U ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ k Y► s �, � i 1 w w P e A w � Ali t i • t • r r M • • i i ry a iN# # � • f w M • e f # # w # • � 1Wk w pr City of Wheat Ridge Municipal Building 7500 W. 20 Ave. Wheat •, CO 80033-8001 P: 301235.2855 F: 303.237.8929 # All SEEME= are scheduled for disposal. You may retrieve plans and/or documents between the hours of 7:30 am. and 3:30 p.m., Monday through Friday, at the Bung Division offices located at 7500 W. 29d' Avenue in Wheat Ridge. Emm Melissa Mackey Senior Permit Technician 7500 W29th Avenue Wheat Ridg-e-. Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 • e.cous www.d.whearridge.coms 10 0,3 m 1; 1 _2 " 3 12"30$ ROUGI-1 OPENING TO RECEIVE 3 SOOT DOOM AND FRAME SET- AWNING WINDOW j SI—tOWN AS 18"X3G" PROVIDED BY- - OWNER- - u���i\ VY /-ALL L��<-� i i�iv � i i i J PROVIDrD E3Y OWNER n7 i i: f:w b 1 n i cn iY- FL1. 71NmyN x'< 7VIE:W scdea 1/2 & = 1 0, `.-0 NSTALL BLOCK 4 NCI -IES FROM SLAB EDGE. PC)TTlIN3 S,rlf:ID W g scialop. = 10 -- O's 1/2 INCI-t OSB SI�EETII\ FLASh111� FA RECLAIMEID SIDING C13Y OWNEF 1/? INCII 0513 S�fEETlr SLA 5�f1l� FLAGSTONE (,AP C 1.5 INC�i 13Y Q,D INGI~� S BY 24 INGI�ES� VENDER ALL KNEE WALL E31,OCK WITI-1 GOBBLE AS AVAILABLE ON SITE- GROUT SFACES BETWEEN GOBBLE. 0 InAFTER J. r f i ' a ` .. . t' YE, 115� c� M -- X g X 1G INOh1 DLOOK X 8 X I G I N C Il BLOGK wan GALL 1-800-922-1987 FOR UTILITY.va � LOCATIONS PRIOR TO DIGGING[ 00 i i� LL � !! C - 0 InAFTER J. r f i ' a ` .. . t' YE, 115� c� M -- X g X 1G INOh1 DLOOK X 8 X I G I N C Il BLOGK wan GALL 1-800-922-1987 FOR UTILITY.va � LOCATIONS PRIOR TO DIGGING[ 00 i i� t y� CD LLJ cl § 0 Lu -j - C:�Eg 0 InAFTER J. r f i ' a ` .. . t' YE, 115� c� M -- X g X 1G INOh1 DLOOK X 8 X I G I N C Il BLOGK wan GALL 1-800-922-1987 FOR UTILITY.va � LOCATIONS PRIOR TO DIGGING[ i� y� £ 4? 0 InAFTER J. r f i ' a ` .. . t' YE, 115� c� M -- X g X 1G INOh1 DLOOK X 8 X I G I N C Il BLOGK wan GALL 1-800-922-1987 FOR UTILITY.va � LOCATIONS PRIOR TO DIGGING[ scale, a Nr1(DLJ5f: WALL SEC..*TION FOR GREENHOUSE EXTERIOR DIMENSION OF 110' BY 12'3' GREEN�IOUSE FRAME G ZONE GLASS 1G INGI'l 3LOGK NG�l BLOCK IG ING�t BLOCK LOT WIDT�t� 193-1 FEET. REQUIRED SETBAGKS� 30" FRONT, 15" SIDES, 15' REAR. 0 ACTUAL SETBACKS" G5`11" FRONT, 82"8'" NOPTI-� SIDE, 10G17" SOUTh1 SIDE. 30"4'0' REAR. a 1-�EIG�tT LIMIT, 35'. [�EIGrT LIMIT AGTUALO 27`30 CMAIN RESIDENCE) MAXIMUM PERMITTED FLOOR ARE4,4 257o OF LOT AREA OR 12,34G SF - 43.835 SF LK............ PIPE F[:OM CISTERN ELEG. SLEEVE OUT TO CISTERN DISCONNECT. scale - = if ..... . . . . . . . 3f E:f:Nr1o'USE S1A5 FL VIEW SIDEWALK scale" m 13"50 PAD SIZE IJ II I I ) " I I I J INSTALL #4 BAR IN SLAB AT 2 FOOT 00 EACh-t WAY. SLAB SMALL BE 4 ING�tES TI-tGK. LIGI-IT BPOOM FINIS�t. SCORE AT 2" OC. 4� ---,% ALLOW OPENING TO 'RECEIVE �j P1�OVIDED DOOR AND FRAME SET. VERIFY OPENING WITM 051 110BBY GREEN110USES. 53 hw rift ^aa, SNAP CUT FLAGSTONE. _, I G51 HOBBY GREENHOUSES -30`TNG 0: ,15B50 WEST GOLF -AX AVE . ..... OLDENP 00 B0401 GREENHOUSE PLAN 303-273-6085 myhobbyg�eenhouse scomc�5st.net CALL 1-800-922-19B7 FOR UTILITY LOGATION5 PRIOR TO DIGGINGI City of �COMMLJNITY DEVELOPMENT Building & InspectionDivision FOR OFFICEUSE ONLY Date:_ lanlPe It Office. 303-235-2555 I* Fax. 303-237-8alar, !?evla Inspection Line. 303-234-5933 Building Permit Application please comPlate all highlighted areas on both sides of this form. IncOmPlete applications may not be processed. Property Address: 57� Property neer (please print):� �' Phone° .,:� 7�-� Mailing Address: (if different than property address) Address: _ i ; Mete; i r ArchitectlEngineer E-mail: Phone. Contractors City License : Phone-. Contractor E-mail Address Stab ontra tors„ lectri l:� " � �' Plumbing: Mechanical: l: WA. City License # W City License# WR City License # Other City Licensed Sub: Other City Licensed Sub: City License # ; City License Complete all information on BOTH sides of this foam Desgriotion Lf work: (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE 0 NEW RESIDENTIAL STRUCTURE COMM RCIA revs : ♦ • fr 8 ao • 1 r. �, AIM M i amount of materials to be used, etc.) Sqn FULF Stu's Gallons Amps Squares Geer Wheat Ridge building permit applicationof a Parchman and Elizabeth Smith, 4255 Parfet Street. Attachment. The area is presently vacant land behind a newly built home.of Occupancy issued 8/4/2015). Two small buildings will be built: a cold weather green house a a potting shed. The green house' a a a s a * a a a to the green house;planting materials storageand a work a s a a a a a� a� :• a a. will be new construction.a on r a.d ana` will have lowerof a- block and cobbles.remainder of a a - ►a as a- of the potting shed will be aaa' SITE GOBBLE/GABION 5GHEDULE • MOVE PILES OF EX15T/NG 5/TE GOBBLE TO THE DE5/GNATED 5TORAOf' AREA. • 5TR/P SURFACE GOBBLE WITH A ROCK PICKER AS PART OF 5/7E GRADING AND STORE IN THE DE5/GNA7*fD AREA. • AUGMENT EX157-ING 5/7E GOBBLE W/Tit QUARPY GOBBLE TO MATCH AS NEEDED. • C25�) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR EAST 510E OF THE GARDEN 7 Cr NEEDED FOR EAST GAB/ON5. • C12-) 1' BY 1.5' BY 5' HEAVY CA BION BA5/fETS FOR W£5T 510E OF THE GARDEN. IN I / I / / \\ rREMOVE LARGE, LEANING, DEAD SIBERIAN ELM E 193.1 ADD A 5EGON0 COMP05T BIN REMOVE ALL SIBERIAN / Nae G 4..arl L«,wg. • ` D SAG �/ /ME— // I /4 ;jzg;a A Al Ilk 01 1 SOL Mwm \ I OLIJE 126MA MADOW D \ I • 1 \ \ \ I 6T= T" ` I 1 �\ A\III�V////�� AA t A De �A —SPC EXTENDED SMUT L2 F �R THIS CORNER LOCATION R.6 ❑ ❑ \ ORCHARD fc 1111\\ >l/id111\\�� \ *WATER Peggy uwn �/ 11 cREENM6usE T SHOP I\ CRAMA ADOW 1 0 II 1 II EXIENOS O R 'GRASSY �9 I I R 1 1 1 d o� II \ 1 1 I \\— GAS / PAMfl1 \ 1 — coNc\CTE DRIVEWAYI 1 e VE T \ \ PAVEMENT arm /am ENHANAD MEAD W 4255 J I \ \ e cows v \ ` SHEET L2 _ N RTHAR I_ I _ __ 1 1 - covEREo I 0 1 I I \ — r�O' \LIC— R W----_ -- —5---QA---------------—� — —�-- --J-- ------------------ PATI,. ""— ----�'000E-t1,'IfA7o1T---'�— a,1fi--- 1 1\ SHEET L3 SOUTH AREA / /— I 1 mor / / /Ili \ a w KITGMEN ltl� C45 eo�, / •F'•xa„ � r 9 \ PATIO RAM `� PrAcRTMw°NESY5TEM �� 17CSgtT 100 YEARS✓ FLOODPLAIN \\\ STOW eRlOCEI j / j f E t\\\ ED N I \\ F y `�PG� FrcNG \ I 1 RESTORMEADOW I / N I \if \ 11 I \ \ RESTORED V A \ I \\ nn C\�'� J 9 09T� MEADOW / —_I—_---- —1 1 sAH. sCWCR EASEKNT - \ N D33�O'�C q�n9 \ APPROVED Subod to Field Inspections Wheat Ridge Building Dept. ��4}{D--ate .7....� •?.�;rj` Signed. �,lt(1..(L..i.........Plan Checker BY: p DATE: COMMENTS: BOULD"5 cOLORI Whom Ridge Building DepattmeM Approved SUILbING OFFICIAL DATE Valglry o1 prank: The Issu mos of a we* or 0"10 MpWA.Mu cNbnS anaaomputdimn than not In a permit for, or an approval of, arty vbkmo 10 any of the provisions of the building coda or of any City orchimm h. permits presuming to give autho ft to violate Of csnisl the provision of pts Building codes or other ordinances of the C4 shall not be valid. MATCH 1 LINE T GRASSY PAVERS • C450) SF • www_grassypover•.5.com 205-999-1744 MIKE RAY • INSTALL PER MFG. 5PEGlFIGAT/ONS. CRUSHER PINES • CG-) Cr OF CRUSHER FINE5 ARE REQUIRED FOR THE PLAN AS SHOWN. 51TE GOBBLE/GABION SCHEDULE • MOV£ P61 E5 OF EXISTING 5/T£ GOBBLE TO THE DE5/GNATE'D STORAGE AREA. • 57'91P 5URFAGE GOBBLE WITH A ROCK PICKER AS PART OF 5/7'1' GRADING AND STORE IN THE DE5/GNATED AREA. • AUGMENT EXI5T/NG 517E GOBBLE WITH QUARRY GOBBLE TO MATCH AS NEEDED. • C25) 1' BY 1.5' BY 5' HEAVY GAB10N BA 5K175 FOR EA 5T 5/DE OF THE GARDEN. 7 GY NEEDED FOR EAST GABION5. • C12-) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR WE5T SIDE OF THE GARDEN. 4 GY FOR WEST GABION5. • ONCE THE GARDEN AREA l5 GRADED TO A CONSTANT FLAT SURFACE CSLOP/NG 21' TO THE 50UTH, GOBBLE CAN BE STORED NEAR THF EDGE OF THE GARDEN AREA TO FAG/LITATE FILLING OF GAB/ONS. THEN GRADING CAN BE DONE ALONG EACH WALL FOOTPRINT LOCATION. GA51ON INSTALLATION= 1'W BY 1.5'11 BY 5' LONG FLAG5TONE GAP_ FILL SOIL • NEW GROUND LINE FLAGSTONE SCHEDULE RANDOM PRIME RED WITH HINTS OF ORANGE AND GREY - PATH5 250 SF CI-) SNAP GUT 2' BY 2' SQUARE - WALL PEDE57AL GAP 4 SF C2) SNAP GUT 2' BY 4' RECTANGLES - SEAT WALL GAPS 16 SF C1�) SNAP GUT 3' BY 5' BY 3 INCH TH1G/( RECTANGLE - BRIDGE 15 SF C14J SNAP GUT 14' BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 34 SF C12.) SNAP GUT G" BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 12 SF RANDOM PlEGES AS SURFACE BETWEEN GREENHOUSE AND POTTING SHED 72 SF BOULDER SCHEDULE 5YMBOL SIZE QTY 1,000# 9 p 500# 15 0 250# 10 0 125# 12 TOTAL WEIGHT 9,000# 7,500# 2,500# 1,500# TOTAL TONS 10.5 TON (20,500#) EXISTING 5HRU55 AND TREES SYMBOL BOTANICAL NAME COMMON NAME' A AUSTRIAN PINE Pinus nigra B SOUTHWESTERN WHITE PINE Pinus strobiformis C BLUE SPRUCE Picea pungens D UPRIGHT JUNIPER Juniperus scopulorum E MULBERRY Morus CDYING) F AMERICAN PLUM Prunus americana G RABBITBRUSH r H FERNBU5H Ghamaebatlaria millefollum I SAGE Artemisia trldentata J CURL—LEAF MOUNTAIN MAHOGANY Cercocarpus ledifolius K R05E5 De �A —SPC EXTENDED SMUT L2 F �R THIS CORNER LOCATION R.6 ❑ ❑ \ ORCHARD fc 1111\\ >l/id111\\�� \ *WATER Peggy uwn �/ 11 cREENM6usE T SHOP I\ CRAMA ADOW 1 0 II 1 II EXIENOS O R 'GRASSY �9 I I R 1 1 1 d o� II \ 1 1 I \\— GAS / PAMfl1 \ 1 — coNc\CTE DRIVEWAYI 1 e VE T \ \ PAVEMENT arm /am ENHANAD MEAD W 4255 J I \ \ e cows v \ ` SHEET L2 _ N RTHAR I_ I _ __ 1 1 - covEREo I 0 1 I I \ — r�O' \LIC— R W----_ -- —5---QA---------------—� — —�-- --J-- ------------------ PATI,. ""— ----�'000E-t1,'IfA7o1T---'�— a,1fi--- 1 1\ SHEET L3 SOUTH AREA / /— I 1 mor / / /Ili \ a w KITGMEN ltl� C45 eo�, / •F'•xa„ � r 9 \ PATIO RAM `� PrAcRTMw°NESY5TEM �� 17CSgtT 100 YEARS✓ FLOODPLAIN \\\ STOW eRlOCEI j / j f E t\\\ ED N I \\ F y `�PG� FrcNG \ I 1 RESTORMEADOW I / N I \if \ 11 I \ \ RESTORED V A \ I \\ nn C\�'� J 9 09T� MEADOW / —_I—_---- —1 1 sAH. sCWCR EASEKNT - \ N D33�O'�C q�n9 \ APPROVED Subod to Field Inspections Wheat Ridge Building Dept. ��4}{D--ate .7....� •?.�;rj` Signed. �,lt(1..(L..i.........Plan Checker BY: p DATE: COMMENTS: BOULD"5 cOLORI Whom Ridge Building DepattmeM Approved SUILbING OFFICIAL DATE Valglry o1 prank: The Issu mos of a we* or 0"10 MpWA.Mu cNbnS anaaomputdimn than not In a permit for, or an approval of, arty vbkmo 10 any of the provisions of the building coda or of any City orchimm h. permits presuming to give autho ft to violate Of csnisl the provision of pts Building codes or other ordinances of the C4 shall not be valid. MATCH 1 LINE T GRASSY PAVERS • C450) SF • www_grassypover•.5.com 205-999-1744 MIKE RAY • INSTALL PER MFG. 5PEGlFIGAT/ONS. CRUSHER PINES • CG-) Cr OF CRUSHER FINE5 ARE REQUIRED FOR THE PLAN AS SHOWN. 51TE GOBBLE/GABION SCHEDULE • MOV£ P61 E5 OF EXISTING 5/T£ GOBBLE TO THE DE5/GNATE'D STORAGE AREA. • 57'91P 5URFAGE GOBBLE WITH A ROCK PICKER AS PART OF 5/7'1' GRADING AND STORE IN THE DE5/GNATED AREA. • AUGMENT EXI5T/NG 517E GOBBLE WITH QUARRY GOBBLE TO MATCH AS NEEDED. • C25) 1' BY 1.5' BY 5' HEAVY GAB10N BA 5K175 FOR EA 5T 5/DE OF THE GARDEN. 7 GY NEEDED FOR EAST GABION5. • C12-) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR WE5T SIDE OF THE GARDEN. 4 GY FOR WEST GABION5. • ONCE THE GARDEN AREA l5 GRADED TO A CONSTANT FLAT SURFACE CSLOP/NG 21' TO THE 50UTH, GOBBLE CAN BE STORED NEAR THF EDGE OF THE GARDEN AREA TO FAG/LITATE FILLING OF GAB/ONS. THEN GRADING CAN BE DONE ALONG EACH WALL FOOTPRINT LOCATION. GA51ON INSTALLATION= 1'W BY 1.5'11 BY 5' LONG FLAG5TONE GAP_ FILL SOIL • NEW GROUND LINE FLAGSTONE SCHEDULE RANDOM PRIME RED WITH HINTS OF ORANGE AND GREY - PATH5 250 SF CI-) SNAP GUT 2' BY 2' SQUARE - WALL PEDE57AL GAP 4 SF C2) SNAP GUT 2' BY 4' RECTANGLES - SEAT WALL GAPS 16 SF C1�) SNAP GUT 3' BY 5' BY 3 INCH TH1G/( RECTANGLE - BRIDGE 15 SF C14J SNAP GUT 14' BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 34 SF C12.) SNAP GUT G" BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 12 SF RANDOM PlEGES AS SURFACE BETWEEN GREENHOUSE AND POTTING SHED 72 SF BOULDER SCHEDULE 5YMBOL SIZE QTY 1,000# 9 p 500# 15 0 250# 10 0 125# 12 TOTAL WEIGHT 9,000# 7,500# 2,500# 1,500# TOTAL TONS 10.5 TON (20,500#) EXISTING 5HRU55 AND TREES SYMBOL BOTANICAL NAME COMMON NAME' A AUSTRIAN PINE Pinus nigra B SOUTHWESTERN WHITE PINE Pinus strobiformis C BLUE SPRUCE Picea pungens D UPRIGHT JUNIPER Juniperus scopulorum E MULBERRY Morus CDYING) F AMERICAN PLUM Prunus americana G RABBITBRUSH Ghrysothamnus nauseosis albicaulls H FERNBU5H Ghamaebatlaria millefollum I SAGE Artemisia trldentata J CURL—LEAF MOUNTAIN MAHOGANY Cercocarpus ledifolius K R05E5 Rosa woodsli??? L RA5PBERRY Rubus 'Fall Gold' ??? M AMUR MAPLE Acer ginnala N HONEYLOCUST Gleditsla triacanthos O GAMBEL'5 OAK Quercus gambelli P THREE LEAF 5UMAG Rhus trilobata Q APACHE PLUME Fallugia paradoxa R DWARF BLUE RA5BITBRU5H Ghrysothamnus nauseosus nauseosus S 5ERVIGEBERRY Amelanchier ahifolle }- o ' 0� (3 o 2 IrL= w Q IL IL N Y o Q0 J o fid^ vv w LL Q N 1( O o gm o a 1o3�/y OQb_ �a CO v y t CD 0 2 EXISTING SITE PLAN AND PLANNED STRUGTURAL ELEMENTS 0 10 20 40 7LU GALL 811 FOR UTILITY LOGATE5 PRIOR TO DIGGING NOf✓;TH W J Z w 0 w Jp 0 z Wco _P4-3 ld U � o Q U N = L CD ( (A to 4--t l0 w to � I— •� 3 N O C4 to 3 to ca03 00 w 00 Y 1o3�/y OQb_ �a CO v y t CD 0 2 EXISTING SITE PLAN AND PLANNED STRUGTURAL ELEMENTS 0 10 20 40 7LU GALL 811 FOR UTILITY LOGATE5 PRIOR TO DIGGING NOf✓;TH W J Z w 0 w Jp 0 z Wco _P4-3 ld U � o Q U N = L CD ( (A to 4--t l0 w to � I— •� 3 "al FARM STYLE LIGHT POTTING SHED `wA POTTING SHED 12' SIDE (SOUTH VIEW) POTTING SHED 12' SIDE (EAST VIEW) POTTING SHED (NORTH VIEW) (OPPOSITE SIDE IS ALL SIDING) 19' POTTING SHED 12' SIDE (WEST VIEW) STRUCTURE RELATIONSHIP Scale: 1/4' = 1'-0' TABLE Rid o ea line{ w GREENHOUSE w TABLE SLEEVES SIDEWALK POTTING COUNTED Ridgeline POTTING SLED GUTTING DENCH PIPE FROM CISTERN ELEG. SLEEVE IN FROM GREENHOUSE — TUFF SHED BRIAN SLAPE 303--393-G139 enunez atuf f shed.com POTTING HOUSE SLAB PLAN VIEW 12' I -N— — — THICKENED SLAB C2) 2' WIDE COUNTERS AT 32 INCHES HEIGHT - ALLOW OPENING FOR 3' DOOf� COUNTER 11111 mu ! I:,r o. DATE; COMMh NTS: THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE. INSTALL BLOCK WALL USING GXGXIG BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. EXTENDS TO GARDEN ELEG. SLEEVE OUT TO GARDEN D15GONNEGT. L— INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. GAP BLOCK AND GOBBLE WITH 1.5 INCH BY G INCH BY 2 FOOT SNAP GUT FLAGSTONE. APPROXIMATE LOCATION OF ELECTRICAL SLEEVE 1 INCH DIAM. FROM GREEN HOUSE. PROVIDE INTERIOR AND EXTERIOR LIGHTING AND OUTLET. ALL INTERIOR WIRING SHALL BE IN PVC CONDUIT. VENEER EAST AND SOUTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SHALL BE 4 INCHES THICK. LIGHT BROOM FINISH. BETWEEN. POTTING SHED PLAN O `' GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI GxREENI-t OU SE ELEVATIONS 19, 1G' 12' GREENHOUSE 12' SIDE (SOUTH) (POLYCARBONATE GLAZING) GREENHOUSE 16' SIDE (WEST) (POLYCARBONATE GLAZING) STRUGTURE NOTES= • ZONE GLASS: A-1. • LOT WIDTH: 193.1 FEET. • REQUIRED SETBACKS: 30' FRONT, 15' SIDES, 15' REAR. ACTUAL SETBACKS: G5'11" FRONT, 82'8" NORTH SIDE, 10G'7" SOUTH SIDE, 30'4"' REAR. • HEIGHT LIMIT: 35 HEIGHT LIMIT ACTUAL: 27'3" CMAIN RESIDENCE) • MAXIMUM PERMITTED FLOOR AREA: 257 OF 43,835 SF LOT AREA OR 12,34G SF . • ACTUAL FLOOR AREA: 77 OF LOT AREA HOUSE — 2,915 SF GARDEN STRUCTURES — 347 SF GREENHOUSE — 202 SF POTTING SHED — 145 SF TOTAL — 3,2G2 SF GREENHOUSE 16' SIDE (EAST) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) PIPE FROM CISTERN ELEG. SLEEVE OUT TO CISTERN DISGONNEGT" — GREENHOUSE 12' SIDE (NORTH) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) GREENItOUSE SLAB PLAN VIEW 1G'4" I WORK TABLES AT HEIGHT OF 32 INCHES STRUCTURE RELATI ON SI tIP scale= 1/4' = 1'-0' GFGI BY: DATE: commv'Yrsl — - INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SMALL BE 4 INCHES THICK. LIGHT BROOM FINISH. SCORE AT 2' OC. THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE, ALL SIDES. INSTALL BLOCK WALL USING GWX8HXIGL BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. INSTALL BLOCK 4 INCHES FROM SLAB EDGE ALLOW OPENING TO RECEIVE 3' GSI PROVIDED DOOR AND FRAME SET. VERIFY OPENING WITH GSI HOBBY GREENHOUSES. VENEER EAST AND NORTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. - SOURCE FOR SEASONAL WATER SERVICE EXTENDS TO GARDEN - — ELEG. SLEEVE OUT TO POTTING SHED APPROXIMATE LOCATION OF THREE ELECTRICAL SLEEVES, SUB PANEL, AND OUTLET. 1 INCH FROM HOUSE. ONE TO POTTING SHED, ONE TO CISTERN. INTERIOR WIRING SHALL BE IN PVC CONDUIT GAP BLOCK AND GOBBLE WITH 1.5 INCH BY 14 INCH BY 2 FOOT SNAP GUT FLAGSTONE. INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL BETWEEN. SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. TABLE L G � POTTING COUNTED GREENHOUSE ge ine Ridgeline w LLJ N POTTING SLED L" TABLE oz m I GUTTING BENCH 202 SF SIDEWALK 145 SF BUILD SLAB AND BLOCK VENEER ANIS I-tAVE GSI FABRICATE GREENIt OU SE TO PIT GSI HOBBY GREENHOUSES 15850 WEST GOLFAX AVE GOLDEN. CO B0401 303-273-9085 myhobbygreenhouse ecomc�ist.net GREENHOUSE PLAN i GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI z z z Q J EL W IL .V V I Q z Q J TO VE ,JT SYSTEM m10icz,N POLYGARBONATE Z � �� C o in \ CD GREENHOUSE 16' SIDE (WEST) (POLYCARBONATE GLAZING) STRUGTURE NOTES= • ZONE GLASS: A-1. • LOT WIDTH: 193.1 FEET. • REQUIRED SETBACKS: 30' FRONT, 15' SIDES, 15' REAR. ACTUAL SETBACKS: G5'11" FRONT, 82'8" NORTH SIDE, 10G'7" SOUTH SIDE, 30'4"' REAR. • HEIGHT LIMIT: 35 HEIGHT LIMIT ACTUAL: 27'3" CMAIN RESIDENCE) • MAXIMUM PERMITTED FLOOR AREA: 257 OF 43,835 SF LOT AREA OR 12,34G SF . • ACTUAL FLOOR AREA: 77 OF LOT AREA HOUSE — 2,915 SF GARDEN STRUCTURES — 347 SF GREENHOUSE — 202 SF POTTING SHED — 145 SF TOTAL — 3,2G2 SF GREENHOUSE 16' SIDE (EAST) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) PIPE FROM CISTERN ELEG. SLEEVE OUT TO CISTERN DISGONNEGT" — GREENHOUSE 12' SIDE (NORTH) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) GREENItOUSE SLAB PLAN VIEW 1G'4" I WORK TABLES AT HEIGHT OF 32 INCHES STRUCTURE RELATI ON SI tIP scale= 1/4' = 1'-0' GFGI BY: DATE: commv'Yrsl — - INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SMALL BE 4 INCHES THICK. LIGHT BROOM FINISH. SCORE AT 2' OC. THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE, ALL SIDES. INSTALL BLOCK WALL USING GWX8HXIGL BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. INSTALL BLOCK 4 INCHES FROM SLAB EDGE ALLOW OPENING TO RECEIVE 3' GSI PROVIDED DOOR AND FRAME SET. VERIFY OPENING WITH GSI HOBBY GREENHOUSES. VENEER EAST AND NORTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. - SOURCE FOR SEASONAL WATER SERVICE EXTENDS TO GARDEN - — ELEG. SLEEVE OUT TO POTTING SHED APPROXIMATE LOCATION OF THREE ELECTRICAL SLEEVES, SUB PANEL, AND OUTLET. 1 INCH FROM HOUSE. ONE TO POTTING SHED, ONE TO CISTERN. INTERIOR WIRING SHALL BE IN PVC CONDUIT GAP BLOCK AND GOBBLE WITH 1.5 INCH BY 14 INCH BY 2 FOOT SNAP GUT FLAGSTONE. INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL BETWEEN. SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. TABLE L G � POTTING COUNTED GREENHOUSE ge ine Ridgeline w LLJ N POTTING SLED L" TABLE oz m I GUTTING BENCH 202 SF SIDEWALK 145 SF BUILD SLAB AND BLOCK VENEER ANIS I-tAVE GSI FABRICATE GREENIt OU SE TO PIT GSI HOBBY GREENHOUSES 15850 WEST GOLFAX AVE GOLDEN. CO B0401 303-273-9085 myhobbygreenhouse ecomc�ist.net GREENHOUSE PLAN i GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI z z z Q J EL W IL .V V I Q z Q J U z 0 Lu W+,0 Z �� 24-3 to L) o Q4' v Qs (L� U) Lf) p Lu In N 2 N s m10icz,N Z � �� C o oz Q \ CD U z 0 Lu W+,0 Z �� 24-3 to L) o Q4' v Qs (L� U) Lf) p Lu In N 2 N s SITE GOBBLE/GABION 5GHEDULE • MOVE PILES OF EX15T/NG 5/TE GOBBLE TO THE DE5/GNATED 5TORAOf' AREA. • 5TR/P SURFACE GOBBLE WITH A ROCK PICKER AS PART OF 5/7E GRADING AND STORE IN THE DE5/GNA7*fD AREA. • AUGMENT EX157-ING 5/7E GOBBLE W/Tit QUARPY GOBBLE TO MATCH AS NEEDED. • C25�) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR EAST 510E OF THE GARDEN 7 Cr NEEDED FOR EAST GAB/ON5. • C12-) 1' BY 1.5' BY 5' HEAVY CA BION BA5/fETS FOR W£5T 510E OF THE GARDEN. IN I / I / / \\ rREMOVE LARGE, LEANING, DEAD SIBERIAN ELM E 193.1 ADD A 5EGON0 COMP05T BIN REMOVE ALL SIBERIAN / Nae G 4..arl L«,wg. • ` D SAG �/ /ME— // I /4 ;jzg;a A Al Ilk 01 1 SOL Mwm \ I OLIJE 126MA MADOW D \ I • 1 \ \ \ I 6T= T" ` I 1 �\ A\III�V////�� AA t A De �A —SPC EXTENDED SMUT L2 F �R THIS CORNER LOCATION R.6 ❑ ❑ \ ORCHARD fc 1111\\ >l/id111\\�� \ *WATER Peggy uwn �/ 11 cREENM6usE T SHOP I\ CRAMA ADOW 1 0 II 1 II EXIENOS O R 'GRASSY �9 I I R 1 1 1 d o� II \ 1 1 I \\— GAS / PAMfl1 \ 1 — coNc\CTE DRIVEWAYI 1 e VE T \ \ PAVEMENT arm /am ENHANAD MEAD W 4255 J I \ \ e cows v \ ` SHEET L2 _ N RTHAR I_ I _ __ 1 1 - covEREo I 0 1 I I \ — r�O' \LIC— R W----_ -- —5---QA---------------—� — —�-- --J-- ------------------ PATI,. ""— ----�'000E-t1,'IfA7o1T---'�— a,1fi--- 1 1\ SHEET L3 SOUTH AREA / /— I 1 mor / / /Ili \ a w KITGMEN ltl� C45 eo�, / •F'•xa„ � r 9 \ PATIO RAM `� PrAcRTMw°NESY5TEM �� 17CSgtT 100 YEARS✓ FLOODPLAIN \\\ STOW eRlOCEI j / j f E t\\\ ED N I \\ F y `�PG� FrcNG \ I 1 RESTORMEADOW I / N I \if \ 11 I \ \ RESTORED V A \ I \\ nn C\�'� J 9 09T� MEADOW / —_I—_---- —1 1 sAH. sCWCR EASEKNT - \ N D33�O'�C q�n9 \ APPROVED Subod to Field Inspections Wheat Ridge Building Dept. ��4}{D--ate .7....� •?.�;rj` Signed. �,lt(1..(L..i.........Plan Checker BY: p DATE: COMMENTS: BOULD"5 cOLORI Whom Ridge Building DepattmeM Approved SUILbING OFFICIAL DATE Valglry o1 prank: The Issu mos of a we* or 0"10 MpWA.Mu cNbnS anaaomputdimn than not In a permit for, or an approval of, arty vbkmo 10 any of the provisions of the building coda or of any City orchimm h. permits presuming to give autho ft to violate Of csnisl the provision of pts Building codes or other ordinances of the C4 shall not be valid. MATCH 1 LINE T GRASSY PAVERS • C450) SF • www_grassypover•.5.com 205-999-1744 MIKE RAY • INSTALL PER MFG. 5PEGlFIGAT/ONS. CRUSHER PINES • CG-) Cr OF CRUSHER FINE5 ARE REQUIRED FOR THE PLAN AS SHOWN. 51TE GOBBLE/GABION SCHEDULE • MOV£ P61 E5 OF EXISTING 5/T£ GOBBLE TO THE DE5/GNATE'D STORAGE AREA. • 57'91P 5URFAGE GOBBLE WITH A ROCK PICKER AS PART OF 5/7'1' GRADING AND STORE IN THE DE5/GNATED AREA. • AUGMENT EXI5T/NG 517E GOBBLE WITH QUARRY GOBBLE TO MATCH AS NEEDED. • C25) 1' BY 1.5' BY 5' HEAVY GAB10N BA 5K175 FOR EA 5T 5/DE OF THE GARDEN. 7 GY NEEDED FOR EAST GABION5. • C12-) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR WE5T SIDE OF THE GARDEN. 4 GY FOR WEST GABION5. • ONCE THE GARDEN AREA l5 GRADED TO A CONSTANT FLAT SURFACE CSLOP/NG 21' TO THE 50UTH, GOBBLE CAN BE STORED NEAR THF EDGE OF THE GARDEN AREA TO FAG/LITATE FILLING OF GAB/ONS. THEN GRADING CAN BE DONE ALONG EACH WALL FOOTPRINT LOCATION. GA51ON INSTALLATION= 1'W BY 1.5'11 BY 5' LONG FLAG5TONE GAP_ FILL SOIL • NEW GROUND LINE FLAGSTONE SCHEDULE RANDOM PRIME RED WITH HINTS OF ORANGE AND GREY - PATH5 250 SF CI-) SNAP GUT 2' BY 2' SQUARE - WALL PEDE57AL GAP 4 SF C2) SNAP GUT 2' BY 4' RECTANGLES - SEAT WALL GAPS 16 SF C1�) SNAP GUT 3' BY 5' BY 3 INCH TH1G/( RECTANGLE - BRIDGE 15 SF C14J SNAP GUT 14' BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 34 SF C12.) SNAP GUT G" BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 12 SF RANDOM PlEGES AS SURFACE BETWEEN GREENHOUSE AND POTTING SHED 72 SF BOULDER SCHEDULE 5YMBOL SIZE QTY 1,000# 9 p 500# 15 0 250# 10 0 125# 12 TOTAL WEIGHT 9,000# 7,500# 2,500# 1,500# TOTAL TONS 10.5 TON (20,500#) EXISTING 5HRU55 AND TREES SYMBOL BOTANICAL NAME COMMON NAME' A AUSTRIAN PINE Pinus nigra B SOUTHWESTERN WHITE PINE Pinus strobiformis C BLUE SPRUCE Picea pungens D UPRIGHT JUNIPER Juniperus scopulorum E MULBERRY Morus CDYING) F AMERICAN PLUM Prunus americana G RABBITBRUSH r H FERNBU5H Ghamaebatlaria millefollum I SAGE Artemisia trldentata J CURL—LEAF MOUNTAIN MAHOGANY Cercocarpus ledifolius K R05E5 De �A —SPC EXTENDED SMUT L2 F �R THIS CORNER LOCATION R.6 ❑ ❑ \ ORCHARD fc 1111\\ >l/id111\\�� \ *WATER Peggy uwn �/ 11 cREENM6usE T SHOP I\ CRAMA ADOW 1 0 II 1 II EXIENOS O R 'GRASSY �9 I I R 1 1 1 d o� II \ 1 1 I \\— GAS / PAMfl1 \ 1 — coNc\CTE DRIVEWAYI 1 e VE T \ \ PAVEMENT arm /am ENHANAD MEAD W 4255 J I \ \ e cows v \ ` SHEET L2 _ N RTHAR I_ I _ __ 1 1 - covEREo I 0 1 I I \ — r�O' \LIC— R W----_ -- —5---QA---------------—� — —�-- --J-- ------------------ PATI,. ""— ----�'000E-t1,'IfA7o1T---'�— a,1fi--- 1 1\ SHEET L3 SOUTH AREA / /— I 1 mor / / /Ili \ a w KITGMEN ltl� C45 eo�, / •F'•xa„ � r 9 \ PATIO RAM `� PrAcRTMw°NESY5TEM �� 17CSgtT 100 YEARS✓ FLOODPLAIN \\\ STOW eRlOCEI j / j f E t\\\ ED N I \\ F y `�PG� FrcNG \ I 1 RESTORMEADOW I / N I \if \ 11 I \ \ RESTORED V A \ I \\ nn C\�'� J 9 09T� MEADOW / —_I—_---- —1 1 sAH. sCWCR EASEKNT - \ N D33�O'�C q�n9 \ APPROVED Subod to Field Inspections Wheat Ridge Building Dept. ��4}{D--ate .7....� •?.�;rj` Signed. �,lt(1..(L..i.........Plan Checker BY: p DATE: COMMENTS: BOULD"5 cOLORI Whom Ridge Building DepattmeM Approved SUILbING OFFICIAL DATE Valglry o1 prank: The Issu mos of a we* or 0"10 MpWA.Mu cNbnS anaaomputdimn than not In a permit for, or an approval of, arty vbkmo 10 any of the provisions of the building coda or of any City orchimm h. permits presuming to give autho ft to violate Of csnisl the provision of pts Building codes or other ordinances of the C4 shall not be valid. MATCH 1 LINE T GRASSY PAVERS • C450) SF • www_grassypover•.5.com 205-999-1744 MIKE RAY • INSTALL PER MFG. 5PEGlFIGAT/ONS. CRUSHER PINES • CG-) Cr OF CRUSHER FINE5 ARE REQUIRED FOR THE PLAN AS SHOWN. 51TE GOBBLE/GABION SCHEDULE • MOV£ P61 E5 OF EXISTING 5/T£ GOBBLE TO THE DE5/GNATE'D STORAGE AREA. • 57'91P 5URFAGE GOBBLE WITH A ROCK PICKER AS PART OF 5/7'1' GRADING AND STORE IN THE DE5/GNATED AREA. • AUGMENT EXI5T/NG 517E GOBBLE WITH QUARRY GOBBLE TO MATCH AS NEEDED. • C25) 1' BY 1.5' BY 5' HEAVY GAB10N BA 5K175 FOR EA 5T 5/DE OF THE GARDEN. 7 GY NEEDED FOR EAST GABION5. • C12-) 1' BY 1.5' BY 5' HEAVY GABION BASKETS FOR WE5T SIDE OF THE GARDEN. 4 GY FOR WEST GABION5. • ONCE THE GARDEN AREA l5 GRADED TO A CONSTANT FLAT SURFACE CSLOP/NG 21' TO THE 50UTH, GOBBLE CAN BE STORED NEAR THF EDGE OF THE GARDEN AREA TO FAG/LITATE FILLING OF GAB/ONS. THEN GRADING CAN BE DONE ALONG EACH WALL FOOTPRINT LOCATION. GA51ON INSTALLATION= 1'W BY 1.5'11 BY 5' LONG FLAG5TONE GAP_ FILL SOIL • NEW GROUND LINE FLAGSTONE SCHEDULE RANDOM PRIME RED WITH HINTS OF ORANGE AND GREY - PATH5 250 SF CI-) SNAP GUT 2' BY 2' SQUARE - WALL PEDE57AL GAP 4 SF C2) SNAP GUT 2' BY 4' RECTANGLES - SEAT WALL GAPS 16 SF C1�) SNAP GUT 3' BY 5' BY 3 INCH TH1G/( RECTANGLE - BRIDGE 15 SF C14J SNAP GUT 14' BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 34 SF C12.) SNAP GUT G" BY 2' REG7ANGLE5 - GREENHOUSE WALL GAPS 12 SF RANDOM PlEGES AS SURFACE BETWEEN GREENHOUSE AND POTTING SHED 72 SF BOULDER SCHEDULE 5YMBOL SIZE QTY 1,000# 9 p 500# 15 0 250# 10 0 125# 12 TOTAL WEIGHT 9,000# 7,500# 2,500# 1,500# TOTAL TONS 10.5 TON (20,500#) EXISTING 5HRU55 AND TREES SYMBOL BOTANICAL NAME COMMON NAME' A AUSTRIAN PINE Pinus nigra B SOUTHWESTERN WHITE PINE Pinus strobiformis C BLUE SPRUCE Picea pungens D UPRIGHT JUNIPER Juniperus scopulorum E MULBERRY Morus CDYING) F AMERICAN PLUM Prunus americana G RABBITBRUSH Ghrysothamnus nauseosis albicaulls H FERNBU5H Ghamaebatlaria millefollum I SAGE Artemisia trldentata J CURL—LEAF MOUNTAIN MAHOGANY Cercocarpus ledifolius K R05E5 Rosa woodsli??? L RA5PBERRY Rubus 'Fall Gold' ??? M AMUR MAPLE Acer ginnala N HONEYLOCUST Gleditsla triacanthos O GAMBEL'5 OAK Quercus gambelli P THREE LEAF 5UMAG Rhus trilobata Q APACHE PLUME Fallugia paradoxa R DWARF BLUE RA5BITBRU5H Ghrysothamnus nauseosus nauseosus S 5ERVIGEBERRY Amelanchier ahifolle }- o ' 0� (3 o 2 IrL= w Q IL IL N Y o Q0 J o fid^ vv w LL Q N 1( O o gm o a 1o3�/y OQb_ �a CO v y t CD 0 2 EXISTING SITE PLAN AND PLANNED STRUGTURAL ELEMENTS 0 10 20 40 7LU GALL 811 FOR UTILITY LOGATE5 PRIOR TO DIGGING NOf✓;TH W J Z w 0 w Jp 0 z Wco _P4-3 ld U � o Q U N = L CD ( (A to 4--t l0 w to � I— •� 3 N O C4 to 3 to ca03 00 w 00 Y 1o3�/y OQb_ �a CO v y t CD 0 2 EXISTING SITE PLAN AND PLANNED STRUGTURAL ELEMENTS 0 10 20 40 7LU GALL 811 FOR UTILITY LOGATE5 PRIOR TO DIGGING NOf✓;TH W J Z w 0 w Jp 0 z Wco _P4-3 ld U � o Q U N = L CD ( (A to 4--t l0 w to � I— •� 3 "al FARM STYLE LIGHT POTTING SHED `wA POTTING SHED 12' SIDE (SOUTH VIEW) POTTING SHED 12' SIDE (EAST VIEW) POTTING SHED (NORTH VIEW) (OPPOSITE SIDE IS ALL SIDING) 19' POTTING SHED 12' SIDE (WEST VIEW) STRUCTURE RELATIONSHIP Scale: 1/4' = 1'-0' TABLE Rid o ea line{ w GREENHOUSE w TABLE SLEEVES SIDEWALK POTTING COUNTED Ridgeline POTTING SLED GUTTING DENCH PIPE FROM CISTERN ELEG. SLEEVE IN FROM GREENHOUSE — TUFF SHED BRIAN SLAPE 303--393-G139 enunez atuf f shed.com POTTING HOUSE SLAB PLAN VIEW 12' I -N— — — THICKENED SLAB C2) 2' WIDE COUNTERS AT 32 INCHES HEIGHT - ALLOW OPENING FOR 3' DOOf� COUNTER 11111 mu ! I:,r o. DATE; COMMh NTS: THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE. INSTALL BLOCK WALL USING GXGXIG BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. EXTENDS TO GARDEN ELEG. SLEEVE OUT TO GARDEN D15GONNEGT. L— INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. GAP BLOCK AND GOBBLE WITH 1.5 INCH BY G INCH BY 2 FOOT SNAP GUT FLAGSTONE. APPROXIMATE LOCATION OF ELECTRICAL SLEEVE 1 INCH DIAM. FROM GREEN HOUSE. PROVIDE INTERIOR AND EXTERIOR LIGHTING AND OUTLET. ALL INTERIOR WIRING SHALL BE IN PVC CONDUIT. VENEER EAST AND SOUTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SHALL BE 4 INCHES THICK. LIGHT BROOM FINISH. BETWEEN. POTTING SHED PLAN O `' GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI GxREENI-t OU SE ELEVATIONS 19, 1G' 12' GREENHOUSE 12' SIDE (SOUTH) (POLYCARBONATE GLAZING) GREENHOUSE 16' SIDE (WEST) (POLYCARBONATE GLAZING) STRUGTURE NOTES= • ZONE GLASS: A-1. • LOT WIDTH: 193.1 FEET. • REQUIRED SETBACKS: 30' FRONT, 15' SIDES, 15' REAR. ACTUAL SETBACKS: G5'11" FRONT, 82'8" NORTH SIDE, 10G'7" SOUTH SIDE, 30'4"' REAR. • HEIGHT LIMIT: 35 HEIGHT LIMIT ACTUAL: 27'3" CMAIN RESIDENCE) • MAXIMUM PERMITTED FLOOR AREA: 257 OF 43,835 SF LOT AREA OR 12,34G SF . • ACTUAL FLOOR AREA: 77 OF LOT AREA HOUSE — 2,915 SF GARDEN STRUCTURES — 347 SF GREENHOUSE — 202 SF POTTING SHED — 145 SF TOTAL — 3,2G2 SF GREENHOUSE 16' SIDE (EAST) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) PIPE FROM CISTERN ELEG. SLEEVE OUT TO CISTERN DISGONNEGT" — GREENHOUSE 12' SIDE (NORTH) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) GREENItOUSE SLAB PLAN VIEW 1G'4" I WORK TABLES AT HEIGHT OF 32 INCHES STRUCTURE RELATI ON SI tIP scale= 1/4' = 1'-0' GFGI BY: DATE: commv'Yrsl — - INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SMALL BE 4 INCHES THICK. LIGHT BROOM FINISH. SCORE AT 2' OC. THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE, ALL SIDES. INSTALL BLOCK WALL USING GWX8HXIGL BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. INSTALL BLOCK 4 INCHES FROM SLAB EDGE ALLOW OPENING TO RECEIVE 3' GSI PROVIDED DOOR AND FRAME SET. VERIFY OPENING WITH GSI HOBBY GREENHOUSES. VENEER EAST AND NORTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. - SOURCE FOR SEASONAL WATER SERVICE EXTENDS TO GARDEN - — ELEG. SLEEVE OUT TO POTTING SHED APPROXIMATE LOCATION OF THREE ELECTRICAL SLEEVES, SUB PANEL, AND OUTLET. 1 INCH FROM HOUSE. ONE TO POTTING SHED, ONE TO CISTERN. INTERIOR WIRING SHALL BE IN PVC CONDUIT GAP BLOCK AND GOBBLE WITH 1.5 INCH BY 14 INCH BY 2 FOOT SNAP GUT FLAGSTONE. INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL BETWEEN. SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. TABLE L G � POTTING COUNTED GREENHOUSE ge ine Ridgeline w LLJ N POTTING SLED L" TABLE oz m I GUTTING BENCH 202 SF SIDEWALK 145 SF BUILD SLAB AND BLOCK VENEER ANIS I-tAVE GSI FABRICATE GREENIt OU SE TO PIT GSI HOBBY GREENHOUSES 15850 WEST GOLFAX AVE GOLDEN. CO B0401 303-273-9085 myhobbygreenhouse ecomc�ist.net GREENHOUSE PLAN i GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI z z z Q J EL W IL .V V I Q z Q J TO VE ,JT SYSTEM m10icz,N POLYGARBONATE Z � �� C o in \ CD GREENHOUSE 16' SIDE (WEST) (POLYCARBONATE GLAZING) STRUGTURE NOTES= • ZONE GLASS: A-1. • LOT WIDTH: 193.1 FEET. • REQUIRED SETBACKS: 30' FRONT, 15' SIDES, 15' REAR. ACTUAL SETBACKS: G5'11" FRONT, 82'8" NORTH SIDE, 10G'7" SOUTH SIDE, 30'4"' REAR. • HEIGHT LIMIT: 35 HEIGHT LIMIT ACTUAL: 27'3" CMAIN RESIDENCE) • MAXIMUM PERMITTED FLOOR AREA: 257 OF 43,835 SF LOT AREA OR 12,34G SF . • ACTUAL FLOOR AREA: 77 OF LOT AREA HOUSE — 2,915 SF GARDEN STRUCTURES — 347 SF GREENHOUSE — 202 SF POTTING SHED — 145 SF TOTAL — 3,2G2 SF GREENHOUSE 16' SIDE (EAST) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) PIPE FROM CISTERN ELEG. SLEEVE OUT TO CISTERN DISGONNEGT" — GREENHOUSE 12' SIDE (NORTH) COBBLE WAINSCOT (OPPOSITE SIDE IS POLYCARBONATE GLAZING) GREENItOUSE SLAB PLAN VIEW 1G'4" I WORK TABLES AT HEIGHT OF 32 INCHES STRUCTURE RELATI ON SI tIP scale= 1/4' = 1'-0' GFGI BY: DATE: commv'Yrsl — - INSTALL #4 BAR IN SLAB AT 2 FOOT OG EACH WAY. SLAB SMALL BE 4 INCHES THICK. LIGHT BROOM FINISH. SCORE AT 2' OC. THICKEN SLAB TO 1 FOOT DEEP BY 1 FOOT WIDE FROM SLAB EDGE. PLACE #5 BAR AT CENTER OF THICKENED EDGE, ALL SIDES. INSTALL BLOCK WALL USING GWX8HXIGL BLOCK. INSTALL #5 BAR VERTICAL AT 2 FOOT CENTERS. FILL VOIDS WITH MORTAR. INSTALL BLOCK 4 INCHES FROM SLAB EDGE ALLOW OPENING TO RECEIVE 3' GSI PROVIDED DOOR AND FRAME SET. VERIFY OPENING WITH GSI HOBBY GREENHOUSES. VENEER EAST AND NORTH WALL BLOCK WITH GOBBLE AS AVAILABLE ON SITE. GROUT SPACES BETWEEN GOBBLE. - SOURCE FOR SEASONAL WATER SERVICE EXTENDS TO GARDEN - — ELEG. SLEEVE OUT TO POTTING SHED APPROXIMATE LOCATION OF THREE ELECTRICAL SLEEVES, SUB PANEL, AND OUTLET. 1 INCH FROM HOUSE. ONE TO POTTING SHED, ONE TO CISTERN. INTERIOR WIRING SHALL BE IN PVC CONDUIT GAP BLOCK AND GOBBLE WITH 1.5 INCH BY 14 INCH BY 2 FOOT SNAP GUT FLAGSTONE. INSTALL SLAB AGAINST SIDEWALK WITH EXPANSION MATERIAL BETWEEN. SLAB SURFCE SHALL MATCH SIDEWALK SURFACE ELEVATION. TABLE L G � POTTING COUNTED GREENHOUSE ge ine Ridgeline w LLJ N POTTING SLED L" TABLE oz m I GUTTING BENCH 202 SF SIDEWALK 145 SF BUILD SLAB AND BLOCK VENEER ANIS I-tAVE GSI FABRICATE GREENIt OU SE TO PIT GSI HOBBY GREENHOUSES 15850 WEST GOLFAX AVE GOLDEN. CO B0401 303-273-9085 myhobbygreenhouse ecomc�ist.net GREENHOUSE PLAN i GALL 1-800-922-1987 FOR UTILITY LOCATIONS PRIOR TO DIGGINGI z z z Q J EL W IL .V V I Q z Q J U z 0 Lu W+,0 Z �� 24-3 to L) o Q4' v Qs (L� U) Lf) p Lu In N 2 N s m10icz,N Z � �� C o oz Q \ CD U z 0 Lu W+,0 Z �� 24-3 to L) o Q4' v Qs (L� U) Lf) p Lu In N 2 N s A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k)o F iero� F ^S Job Address: 1-1,255 ?4-t1 Fe 7 5r Permit Number: 7 cI `/ a a 72 3 ❑ No one available for inspection: Time 12 A 1442& Re -Inspection required: Yes Lo *When corrections have been made, call for re -inspection at 303-234-5933 Date: 7—:2 t" 1 Inspector:/ - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE EFF Job Address: 4%ZS5r ftt 4FC f 5r Permit Number: 00 1 23 r A>>�vweC�/ ❑ No one available for inspection: Time i ,? = ?& AM&'' Re -Inspection required: Yes r� *When corrections have been made, call for re -inspection at 303-234-5933 Date: -7 - 2f- 1 4�"7' Inspector: _03'e4,1V DO NOT REMOVE THIS NOTICE Cushman Geoscience LLC MEMMUMM Tom Parchman and Elizabeth Smith 2225 Lewis Street Lakewood, CO 80215 Subject-, Foundation Wall Reirtibrcing Steel Observatio Proposed Residence 4255 Parft St Wheat Ridge, Colorado References: Foundation Plans by Malouff Engineering, Inc., Job No. 7702, Revision 1 dated 8-7-14 Geotechnical Engineering Report by Cushman Geoscience LLC Job No. 13-017, dated 11-1-2013 Z 0 sw� (7-,mMrV07, VER17077M roMT171*7 On October 14, 2014 CG contacted Malouff Engineering, as the structural drawings showed a minimum but no maximum wall height. A detail indicating required rebar for various wall heights was emailed shortly thereafter. During our observation (10/14/14) the Foundation Subcontractor was installing an additional #13 horizontal rebar mid span in the walls. Concrete trucks and a pump truck were onsite waiting to pour. The rebar requirements of the new detail were met and the walls were poured shortly thereafter. MMM=0 MMM= David A. Cushman, P.G. Scott D. Batton, P.E. Engineering Geologist Engineer 1K_$QUth JiPyt ggL _$tt L —aktw Zqq�_._ACUS .11M_qq1@C0qg;p 'jt.flgt MEMMUMM Tr7%MV0MM,;T&7rYMMI 2225 Lewis Street Lakewood, CO 80215 Subject: Excavation Observations Proposed Residence 42SI-4255 Parfet St Wheat RidgeC610rddo The General Contractor had previously contacted our office indicating that foreign materials and ,wsphalt was seen in the fill stratum, We noted that the fill contained scattered asphalt and plastic, but was primarily clean silty, gravelly sand with scattered cobbles. EGINAROULZAROM ME= 7 Engine er LK_FLKQ&t�t_qQet Lak(zw_ogd Jor .,-CQ- A4Q_8Q22!LEhqn_e 3QLIZ5��99-3---d�Lu—sho2ginft-qn-aist-n—et JL Cushman Geoscience LLC Tom Parchman and Elizabeth Smil" Lakewood,2225 Lewis Street ! *Foundation Drain and Darnp-proofing Obsenrations Proposed Residence Parfet Wheat Ridge, t s r' s As requested, a representative of Cushman Geoscience LLC (CG) observed the installation of the perimeter foundation drainage system for the proposed residence at the subject site on October 23, 2014 and Octc)ber 28, 2-014. The soils investgatilm for the project was performed by Project e A geotextile filter fabric was placed around the drainage gravel that surrounded +inch, rigid, perfbiated pipe. i'; ii "' Ii ;," � « iM ! • •• ifs 1s • ' i i "" • '"" « *; Damp a ♦ • a: Sprayed -on damp -proofing « been applied 1t of the crawlspace walls and the application appeared uniform. i « « rk • l' • 1 • :' ProjectEric M. Czaikowski, El • •R &4.Wressee •s • 2777 Kendall Street Edgewater, CO 80214 303-423-8982 March 25, 2015 Peter Ewers Ewers Architecture 1420 Washington Avenue Golden, CO 80401 Subject: Beam hanger callout at the ridge be of a home located at 4255 Parfet Street, Wheat Ridge, CO. (Engineer's job reference Number 7702.) Dear Mr. Ewers: On March 23, 2015, 1 received a telephone call from Gene Adams, who is the construction supervisor for the subject home. He indicated a building inspector was questioning the requirement for a hanger on the master bedroom ridge beam. The original plans prepared for this project required girder trusses on each side of the master bedroom with the ridge beams being hung from the girder trusses. The truss manufacturer was having difficulty designing these girder trusses so Laminated Veneer Lumber (LVL) beams were installed below walls that replaced the girders. The ridge be was then supported by the walls. When this change was made, the hanger note was left in the drawing but should have been deleted. The LVI, ridge beam should be supported by the wood framed walls which transfer the loads to the LVL beam in the second floor so the hangers are not required. Please feel free to contact me if you have any questions or concerns. Sincerely yours, R ,C Robert L. Malouff, P.E. 31708 > ONAh MITek USAV� Inc. KUROWSKI DEV, 30/50 �U' ave nc. unuer mylTMUr3upervision based on the parameters provided by Alpine Truss -Brighton, CO. Pages or sheets covered by this seal: R44086668 thru R44086668 My license renewal date for the state of Colorado is October3l,2015, I I gtm�s' at Kingtim ma-alm MW to I I I 111tigAwl H mam [11#1 INI t - Oni-Choo Soon Llle March 25,2015 The seat on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown, The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TP1 1, 4,34 23,40,2 pl-U-1,M 44f 140 2 4,3,15 ",1 3-8-O 34o 0:&i 4�6,11 2-314 14,0 1.14 8X8 US H 0,10-2 Scale = 1;76.8 8X8 11 35 12 36 37 138 34 If.. ........... ....................... ........... .... 4X6 2X4 8,8 ".-2x4 W 14 1517 19 22 31 32 _ 3A 3X6 3Xe ' 181 k, ,20 4 M 23T I LAI - . . . . . . . . . . . . . . -.1-l-11-11-- s- �- I 29 28 27 26 25 24 W 6X6 7- 5X10 = 5XIO �-2- - ........... . ....... .. . 2-344 1-11,6 ' 17-5-8 1-11-6 2.3.94 BRACING$ REQUIRED ALONG T.C. SECTIONS 2-9 &15-21 CAN BE OMITTED IF RIGID SHEATHING MATERIAL (E.G.STRUCTURAL PANEL) IS ATTACHED TO DIAPHRAGM. DIAPHRAGM SHALL BE DESIGNED BY REGISTERED DESIGN PROFESSIONAL PER TPI 2007 2.131.3 6 1, i5:" 3-i'V T, -iii-" LOADING (Psf) SPACING- 2-0-0 i CSL 2x4 I 1 44 in (toc) Ude ft Ltd PLATES GRIP 2 _ 33 %40�, [,�- 811 L) Vert(L) 3X4 4 7 10 ..I..t ......... ------ ---- TODL 10,0 Lumber DOL 1,15 BC 0,51 "F-45", 44it t 45 -0,5926-27 >514 240 tixt Horz(TL) 6 6 Code IRC2DO91TP12007 (Matrix) 10,0 .Zr/. 5 A/iii 0.09 26-27 >999 240 WelgftlWitr F7 20 P 4 2 T� 1� I X-11 BRACING - . . ... ....... . . % -4 4 - I " IL --- ... 8X8 11 35 12 36 37 138 34 If.. ........... ....................... ........... .... 4X6 2X4 8,8 ".-2x4 W 14 1517 19 22 31 32 _ 3A 3X6 3Xe ' 181 k, ,20 4 M 23T I LAI - . . . . . . . . . . . . . . -.1-l-11-11-- s- �- I 29 28 27 26 25 24 W 6X6 7- 5X10 = 5XIO �-2- - ........... . ....... .. . 2-344 1-11,6 ' 17-5-8 1-11-6 2.3.94 BRACING$ REQUIRED ALONG T.C. SECTIONS 2-9 &15-21 CAN BE OMITTED IF RIGID SHEATHING MATERIAL (E.G.STRUCTURAL PANEL) IS ATTACHED TO DIAPHRAGM. DIAPHRAGM SHALL BE DESIGNED BY REGISTERED DESIGN PROFESSIONAL PER TPI 2007 2.131.3 6 1, i5:" 3-i'V T, -iii-" LOADING (Psf) SPACING- 2-0-0 i CSL DETFL. in (toc) Ude ft Ltd PLATES GRIP TCLL 30.0 PlateGrip DOL 115 TC 0.88 (Roof Snow=30,0) L) Vert(L) �, -0.34 26-27 886 360 MT20 1851144 TODL 10,0 Lumber DOL 1,15 BC 0,51 Vert(TL) -0,5926-27 >514 240 BCLL Rep Stress finer NO WB 0,64 0,0 Horz(TL) 0,02 24 rva rata Code IRC2DO91TP12007 (Matrix) 10,0 Wnd(LL) 0.09 26-27 >999 240 WelgftlWitr F7 20 LUMBER- BRACING - TOP CHORD W SPF 195OF IYE *Except' TOP CHARD Structural wood sheathing directly applied or 6-0-0 oc Purlins, except 5-11,13-20: 2xi 2 DF No,2,15-22,3-9: 2x6 SPF 1650F 1,5E end verticals, and 2-" oc purlins (6-0-0 max ); S -9,15-2D, 2-5, 20-21, BOTCHORD rinCENTERS AFL 1.9E I 1/2"x 11718' 11-13,15-22,3-9, WEBS 2X4 HF Stud 'Except' BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-14,6-27,18-26,2-3,21-= 2x6 SPF 165OF 1,5E JOINTS I Brace at A(s), 5, lei. 6,18,30,22,3 2-29,21-2* W SPF 1 IYE, 4-28,19-25: 2x4 SPF No,2 REACTIONS. (lb/size) 29--900210-5-8 (min, 0-1-8), 24-895410-5-8 (min, 0-1-8) Max Horz29-126(LC 7) Max Upfift29-133(LC 6),24=-130(LC 7) Max Grav29=1 2390(LO 41), 24--12321 (LC 41) a W kk'WININNO.G. I -I low,* "I'MOMMOW014,01 W-WWW"MM& OIL* Vmirmlawn tevKvis) alan ♦` MuU'M •: ur Wigq4,ft *,*MWTNrat*Q Ptatta) at 13-",and325thdownat 14-11A, and 325 lb down at 16-IlAontopchord, The design/selection of soon oonneotion deOcoe(s) is the responsibility of others. 18) Attic room cheA,,ked for U360 deffection, LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber mcrease=I, 15, Plate Increase -1 .15 Uniform Loads (pit) Vert: 27-29-300(F--280),26-27--346(F=-280),24-26--300(F=-280), 9-11= , 13-15--80,10-14---10,1-2--80,21-23=-80, 11-13- , 15-22=,-80, 3-9-80 Concentrated Loads (lb) Vert; 12-•268(F) 15---571 (F) 3=-571 (F) 33=-283(F) 34---283(F) 35=-263(F) 38=-283(F) 39-571 (F) 40=-571(F) 41=- 71 (F) 42-571 (F) 43--571(F) 44=-571 (F) 45=-671 (F) 46--571(F) .......... ............... ------------ _ ---- . ....................... .... _...... ____ _. E C2 a� it to «a t cio t6A ci E=� 1a ° • c� a Of o ti cs pO �' 20 00 c E TOP i3 C" a. acs �a •`c? u ° SNOWo as u v oo 0 i3 �vote a nev '� itOva ye E 0 E a Sika c�i e SO �� �Q% oas o , �a`i b t ISO 0 cz u• a �t 8E a § k ar 0al 2 2 q� a go a 0 0D€� j� io ° E o a a cc 0 ca MONE eac ar 15 B Elf Tar08 R a a 6«-• N 6 4 5 z K a Ow is ,1 1 1 of A 1 4 R.1'7 1 X[{it ppyy { �j �`j}� dR p� •rra V • " 6 U. ," M 2M C RO -17 CIo t= C e } p,owwwo a v9 u U �„ > E o }0 cc 041! wg Mg Z, s zo C4 "w ip IWl 1 4 ti «n v>< 4 s I 0 0 f 00 =u4,;K uzLu GSOHO dO7 ul E E C ? ! _ C 9.6 In 1 U C7 a ti dS CA 8.9 " Ci uti C?zoo0 a As is c ,� cry o cx ' Z5,9 E {a cam; 2R,o0 °°'0- 0p2 u U a ; c r 'n 6CC on 5t;8 t% ttx 01 q= CL m 33i S >* a3 'LW° UAVAJ r A �e CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 2 i / /--2 / Job Address: yZ 5 F 7- S Permit Number: 201Y 00 - 72 3 ❑ 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 NOTI I FOR OFFICE E USE ONLY I Building Permit Application IM W Mailing Address: (if different than property address) Address. same tai , State, Zi ArchitectfEngineer E-mail: Phone: s Complete all information can BOTH sides of l farm Installation of grid -tied no batteries) PV. Flush mounted to roof. 5,89 kW sq. FtJLF Stu's Gallons Amps Squares Other May 12,2011 Wheat irtnient Web site: Narnaste Solar Electric ppro ed WWWJVaJva,C0M 4571 Broadway Street E-mail: 1nfo@JvaJva,c0M Furthermore, this letter is only for the exclusive use between Namaste Solar and JVA. It does not apply to any other installation by any other solar PV provider. A project will qualify as a prescriptive installation with an acceptable supporting roof structure if all of the following criteria are met: Wheat Mdge SUfli ding Dept. BOULDER I FORT COLLINS I WINT P f If the installation meets all of .f the parameters oft prescriptive requirements it is our professional opinion that the roof ftaming and solar installation is appropriate, Please contact me if you have questions or concems. Sincerely, 0 ti 0 4� C00• 23790 Reviewe y: � 23790 Prcliect Manager Mark { RE. Corm 'ice -p ensident H 0 y 2 « \\ fo «� 5 « } \ \�\ m s. ii Lb w m rs a,o oil 78 U. e uj z CL -MR !g- CL 0 x t w m rs a,o oil uj z !g- 0 x t 0✓ w m rs a,o oil w m rs a,o I y.� w.» ©:z4 ? »« ...a . «�»� :sw� caw :a w . :. : »� -« ��G:,v2 t ® >. ®,: »,w»a�4� »w «: s,�,: r:w «4�» .�aa w« <�» » «m: » » <w *�» *a ». w w »icy y «ma.>a«. : » » «x. +��»»: .�: » > :x a.� »«� . y »w »a m w.< . � , . . � y » . w »»� rwz,.. » <f- « x y \�� , .. . . } » ° : ».» *v »� ».«.! « <.m < » «!< » ®� :,� » e,» 2: ® » < »� 2� » » w: *w » i� w � � ® «:�� > :v: .�.: »:� »> ® : w 4. » w »� : « z d \�.y\ >«\? m ° /< «v: `??�� \ /��� \ \Z� � °�: * « » <� ©. < * »* :.. :�. Recommended PV-Power ikWp) 96.2 % 2.50 - 3.45 3800 W 28.60 8.50 -11.5 3110 10:70 -13.80 MPPT-voltage range 230— 500V DC startup voltage 245 V Max. mput voitage nouirrownril 95,5% 95 : --5 % ]:: : 141 f °n open Ofcu4operat' 600 V No minal input current B 3� A 13.8 A W 9610% 3L4 A 27,6 A I A A Max, usable �nput current jEl 4,0 A 17,8 A 23A A 28J 353 A AA7 A 11400 9995 W 5 — �A Admissible conductor so-ze (DC) No, 14 -6 AWG Number of DC input terminals 6 Max. current per CIC input ternnnal 20 A, Bus bar available for higher input currents Nominal output power (P 96.2 % 3000 3800 W 5000 W 6000 W 7500 W 9995 W 114110 9995 W 1 11400 W 12000 W Max. continuous output power 240 V ==277 95,5% 95 : --5 % ]:: : 95 �5% 96,0% WS % 95­5 % 95.5% 95.5% 95 % 95�5 % 96,0% 9610% n.a. 104 T (40'C) 208 V / 240 V / 277 V 9610% 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 9995 W 11400 W 12000 W Nominal AC output voltage Consumption during operation 8 W 14 W 20W 208 VA 240 V 1277 V Controlled forced ventlatTon, variable speed fan 208V/240V 277 Operating AC voltage range, 208 V 183 .229 V ( -1 1 +90 %) (default} 240 V 211 - 264 V (-12 / +10 %) 277 V 244 - 305 V (-12 /+10 %) Max, continuous 208 V 14A A 183 A 24.0 A 28,8 A 363 A 483 A 54.8 A 27,7 A- 31,6 A* n,a, output current 240 V 125 A 15,8 A 20,8 A 254 A 313 A 1 41.6A 47,5 A 24,0 A* 27,4 A* Mal 277 V 10,8 Aj 13,7 A 183 A 2L7 A 27.7 A 36,1 A 41,2 A n.a n.a. 14.4 A* Nurnherofphases 1 3 AdrWs5ibte conductor size (AC) No. 14 AWG Max, continuous uOrty back feed current 0 A Nom'nal output frequency 60 Hz Dperating frequency range 59.3 - 60.5 Hz total harmonic distortion <3% Power factor I (at nominal output power) Max, efficiency 96.2 % 17.1 x 38.1 x 9,9 in, IV TEC efficiency 208V 0% 95D% % 95.5% 95;%% 95. 954% 95� 0% 951 0% 95'0% Mal 240 V ==277 95,5% 95 : --5 % ]:: : 95.5% 95.5% 95 �5% 96,0% WS % 95­5 % 95.5% 95.5% 95 % 95�5 % 96,0% 9610% n.a. V 9610% 96�O % 96,0% 9610% % &0 % WO 9 96,0 % n.a n.a, 96.0 % Consumption in standby (night) <15W Consumption during operation 8 W 14 W 20W CooVng Controlled forced ventlatTon, variable speed fan Enclosure tvDe NEMA 311 Hun: dimensions (W x H x D) 171 x 265 x 9.9 in. 17.1 x 38.1 x 9,9 in, 17.1 x 49,7 a 9.9 i n. Power stack weight 31 tbs. (14 top 57 lbs. (26 k9) 84 lbs. (38 kg) Wiring compartment weight 24lbs,(lIkg) 24 lbs: (7 1 kq) 26 tbs, (12 kg) Admissible ambient operating temperature -13 T — +131 T (-25 T — +55 *Q Compliance UL 1741-2010, IEEE 1547-2003, IEEE 15471, ANSIAEEE 062.41, FCC Part 15 A & 8, NEC Article 690, C21 2 No. 1073-01 (Sept, 2001) CaPfornia Solar ftiftiathe - Program Handbook - Appendix C. Inverter Integral 5 % Meter Performance specifications PROTECnON DUKES Froni lG P W A 3.0 Ground fault protection internal GFCrl (Ground Fault Detector/interrupter); In accordance with UL 1741.2010 and NEC Art. 690 DC reverse polar ty protection internal diode Islanding protection internal, in accordance with UL 1741-2010, IEEE 1547-2003 and NEC Over temperature Output power deratIng / active cool rig ult Circuit Interrupter); detects and interrupts series arcing faults in the DC circuits Q f v030812 Copyright 0 2012 Zilla Corporation. All rights reserved. lade in the U.S.A. 77 Waneka Parkway, Lafayette, CO 80026 720.880.6700 1 855.670,1212 w.zillarac.com illa* Flashing I r L ila* Ease Plate illy t-tastaing Assembl Flashing Assembly Profile {fastening hardware not 1. , . , �. Y »: flashin and all of the'Q c omponents r .. the silver Flashing available in custom colors. *See representative for detains, Minimum order may apply.: Call for availability. Patents pending. 1, 7777`7 - standard. auick -shtlo item Copyright 0 2012 Via Corporation, All rights reserved. Made in the U, ,A , v03tlt 2 teet Zinc + Mickel Zino + Nickel Double Stud ZDS -ZP Threaded double stud Wt Mickel Plated 02 lb. Sliver Plated 1.5" Octagon Encapsulated Gland Sher ZS4tF Enca fated gland steer in High temperature 1' G.D, x 3rS' l,D, x "'Flztck 4 0.1 tied smooth the trrp rr zone, polymer .tP84 9b. Mare Z LL03 -G S Galvanized Sits on top of the base plateK 14 75"L x 9.5 "fit x Solver Steel Plashing — and is attached with the Galvanized steel . n 6 A H 0.84 lb. l�ynar 5ota double stud assembly, Coated ZFLL039-GSOLK Blatt Galvanized St Sass plate Is normally Sass Plate " attached to the roof With 5116" 3 7i8 *L TW G-90 (fastening hardware ZBP«GS or 318' tag bolts. Plashing is Galvanized Steel x x .52 "H 0.4 b, Silver Galvanized not included) attached to the base plate Steel ! ciglnn trip 7i1la etcsutBle t;4t1d. 1. , . , �. Y »: flashin and all of the'Q c omponents r .. the silver Flashing available in custom colors. *See representative for detains, Minimum order may apply.: Call for availability. Patents pending. 1, 7777`7 - standard. auick -shtlo item Copyright 0 2012 Via Corporation, All rights reserved. Made in the U, ,A , v03tlt 2 MODEL: SP - 327 E -Wf -1 ELECTRICAL DATA Peak Power (+5/-3%) P"' 327 W , Cell Efficiency 22,5% Panel Efficiency n 201 % Rated Voltage VmPP 541 V Rated Current IMPP 5.98 A Open- O rcuit Voltage V 64,9 V Short - OrcWt Current IX 6,46 A Maximum System Veltoge UI. 600 V 3 i 3 psf 550 kg /m (5400 Pa), front (e.g. snowy IEC 1000 Temperature Coefficients Power (P) - 0,38 %1K (e.g, wind) Voltage (V -176,6 mY /K Current(I 3 /K �, {�^y *yam ^ +y Series Fuse Rating 20 A Grounding Positive grounding not required Solar Cells Front Gloss Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm 1000 ruin cables /" MC4 compatible connectors A—A;— f i r 6 rr r ll— turr.ss finAl deGt-1, IN CURV 7 3 MW/m- CM _e 0 10 20 30 40 50 60 70 Vd 4'3Y£ tk. ?N eE`C@P 4 WETS dn'petltenco �' :.:.,f"2.^.,.k,n -S Temperature - 40" F to +1 85" F (- 40m C to + 85' C) 3 i 3 psf 550 kg /m (5400 Pa), front (e.g. snowy Max lead w/spec mounting configurations 50 psf 245 kg/m (2400 Pay front and back (e.g, wind) Impact Resistances Hciil. (25 ) at 51 mph ( 3 m /s) : WA l4 s ti . f M E ,``r r� f�� f (, E R T i F I C A I (',) M Warranties 25-yeor limited power warranty 10 -year limited product worronty ¢Ap , s+GCStpriditNG 1 K)ES tea G K)ONDPNG MMES isg STA G,MNS '2X 06,6 g,26? 'OX 041 7,:.. 4X R6.' X 3.210.24 X.'3, Hease read safety and i nstallation instructions before using this product, vi sit unpo wercorp,c,om for rnoie details, 2011 S -powex G ,"POWER, 'he S-Pow Logo, da,,d It* WORLD'S STANDARD FC* SOLAK. *'J MAXEON are haz3 rkx —9V a e d "rode+ wks s E, 3 ri f' o r I°.`. o I p , c o ,h Gpmoim k, ohm US ornd Ow cox k4s os .4 AN Rigl t' Ree*mod, spwifi twm im6dad to Ns dftlhw arm wi,* to ChWW without wk— S OI Part 222 I Applied Loa Average Allowablw7 Design Resistance Direction ultimate I LOO Load Factor, t ;' b • tR M � � W 'VA tS ul e„ Dimensions specified in inches unless nested App :. • + 4 Averag All ow ab l e , i D Resistance, Direction Ultimat Load Loads Factor, I bs ! • #! M � � SolarMount End Clamp Para No.:22204)IC, 2220020, 302 2D, 3022a03C, 33s2i3a"230� 202004 3020040 302005C, 302005D, 3 02006C,302006 3 ,.200?D, 3022 #222x~, 222 080, 02009C 302009D, 3022a222C , 302011 ;;ai22012 SIBUNIRAC Solar cunt Bears Connection Hardware 0 L-Foot material: One of the following extruded aluminum alloys: 6005- Y results from an IA S accredited laboratory A, NOTE. Loads are given for the L-Foot to beam connection only; be *N ' X sure to check food limits for standoff, tag screw, or other attachment method 34 Al"A 91 09 Dimensions specified in inches unless noted Applied Load Average i Safety Design Resistance Direction Ultimate Allowable Load 1 Factor, Load Factor, lbs (N) lbs (N) FS lbs, (N) 0 ----------- I SofarftUnt L-Foot Paft No,304000C,304000D 'N'RUNIRAC Solar Mount ms Part No, 310132C, 310132C-B, 310168C, 310"168C-B, 310168D 410144M, 410168M, 4'10204M, 410240M • +r* ., a 2X S R � � Y SLOT FO 3 ,a HEX BOL .3i ,7". MINKIN Y SolarMount Seam BOTTOM CTM ME 1.207 1.875 -- I �1 SolarMou t HD Seam n Dimensions specified in inches unless Beam Height Approximate Weight (per linear Total Cross Sectional Area section Modulus ("is) Section Modulus (Y-Axis) 1 Radius of Gyration (X-Axis) I of Gyration • +r* ., a 2X S R � � Y SLOT FO 3 ,a HEX BOL .3i ,7". MINKIN Y SolarMount Seam BOTTOM CTM ME 1.207 1.875 -- I �1 SolarMou t HD Seam n Dimensions specified in inches unless • •r- ..• Address* QS nr1pt12 . n gf. Check all that app ly) [I NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE Btu's Gallons Y� Squares Other valu o r Sub-contractors for the Parchman/SmIth residence @ 4255 Parfet St. 1. Ambience Electric, license# 07135 2. Moore Plumbing, license # 021192 3. Eastside Heating, license # 020801 4. Radiant Floors, Inc., license # 060104 City oflAcheat Ridge Municipal Building 75001x. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303,235,2855 F: 301237.8929 I was reviewing a plan set for a new residence at the above address and need the following to complete the plan review. 1. Provide a ResCheck, Manuel J and S or a detailed alternate method of weatherization of the structure per the International Energy Conservation Code 2006 edition. Once I receive the above information I will be able to complete the plan review. If you have any questions feet free to E-mail me. Cordially, wwwA.wheatridge.co.us City of feWfi6atR�Jog4e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Single Family —X— Devel)pment Review Processing Fee: .... $100.00 (Required of all prqjects for document processing) Sire le Familv Res idence/Durflex Review Fee: ....... $50.00 * 0 & M Manual Review & S Recording $100.00 lmm� MUM 1 Each Application will be reviewed by staff once and returned for clianges. 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: PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.whearridge.coms Rev 12?' 2 ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. v" Drainage: a. Drainage Letter & Plan required: u.-'Yes — No b, Site drainage/grading plan have been reviewed and are: WOK NOT OK; refer to stipulations, 2. wo"" Public Improvements required & to be completed with project: a. street paving/patching: — Yes No — Completed b. curb & grutter: — Yes No — Completed c. sidewalk: — Yes v No — Completed d. Other (specify): — Yes ��%o — Completed For items not constructed, the amount of funds taken in lieu of construction: Does all existing roadway/alley R,().W. meet the standards of the City: Yes No Fool: If not, what is required? If R.O.W. is required, has the deed been received. Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. w" APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Pernrlt Application, subject, to the stated requirements and/or attached stipulations. Signature David F. Brossman, P.L.S. iZ�te_ 5 A4 4 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not 1� 6. A14 Stipulations. David F. Brossman, P.L,S, Data 7, A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance o the Certificate of Occupancy. 8, 16 NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. C, ty 0 W h6 at f <kjgc 1 WORKS City of Wheat Ridge Municipal Building 7500 W, 20 Ave, Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 DATED: 19 4ho �/ ADDRESS: 4 12-55 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the ,frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. David F. Brossman, P.L.S. Development Review Engineer www.ci.wheatridge.co.us Rev 2108 Type of project (applicable survey conditions in parenthesis): Ll Accessory ISP, ILC or site plan none 0 Addition ILC and site plan if w/in 2' of setback or in New ILC and site plan yes (FND) Maximum Lot Coverage: Existing Improvements: House: sq. ft. Shed: sq. ft. Detached garage: sq ft, Other - . sq. ft. if in (FN D) if in run t 1 17 4" sq. House/addition: Shed: Detached Garage: Other: in M= Total Existing sq. ft Total Proposed Lot Coverage % Lot Coverage I M .. ......... ... Required Setbacks: FR 0 S S (5 R d Provided Setbacks: FR �,� S 2- S R For additions or new construction, is the structure within 2 feet of minimum setbacks? pt •4 ,$Y If yes, add surveying condition FND. Maximum Height: 5 ft. Maximum Size: A, /' sq. ft. 11 Proposed Height: 2 - 0 ft a kProposed Size: --- ------ sq. ft . Acces Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials, • For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots, • In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. • One and two - family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. LJ For all uses, one access point per property is permitted, f l4fo r rmation oper'y = INFORMATION GENERAL Schedule. 043820 Parcel ID. 39-213-00-002 * • Status; Active Property Type: Vacant Land Property Address: 04255 PARFET ST Owner Name s WHEAT RIDGE CO 80033 PARCH MAN TOM Mailing Address: 02225 LEWIS ST LAKEWOOD CO 84215 SMITH ELIZABETH Neighborhood: 2408 - FRUITDALE, LEES, STONERIDGE PROPERTY DESCRIPTION Subdivision Name. - a REM 3 A M .a! - • TAX INFORMATION • r 2:2r; « .< ro � „! «d INIti RFam!!C Review e# * Resubmittal Fees TOTAL REVI PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LKENSING AND PERMT FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHM PUBLIC ww+vhfmc <e R } %2 I have reviewed the submitted application documents to construct a - - r— located at the above referenced address. Please note the comments c I , - below. Does all existing roadway/alley R.O.W. meet the standards of the City: ' No — If not, what is required? A/ If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. ~ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this P ,unit Application, subject to the stated requirements and/or attached stipulations. 0 NO# 4: 91L41 Signature David F. Brossman, P.L.S. Date 5 4 4 1 f NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application, for the stated reason(s), 6. — Stipulations: David F. Brossman, P.L.S. Date 7. A Drainage Certification Letter accompanied by As-Built plan required prior to the issuance of the Certificate of Occupancy. S. NOTE: ANY DAMAGE 1 EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, City or Wh6atR�idgc '06LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235,2857 DATED: 42�/ ADDRESS: CC: File wwwA.whestridge.coms Rev 2/O8 140%k REScheck Software Version 4.5.0 Compliance Ceftificate Project Parchman + Smith Residence Energy Code: 20091ECC Location* Wheat Ridge, Colorado Construction Type: Single-family Project Type- New Construction Conditioned Floor Area: 2,605 ft2 Glazing Area 14% Climate Zone- 5 (6 ,58 HDD) Permit Date: Permit Number It DOES • ode home. 48 772 156 26 870 129 183 873 122 1,881 1,338 512 M ME M#J I 6.6 0.041 0.250 6.6 0.041 0.250 0.250 6k 0.041 0,250 O 250 6.6 0.041 0.250 010 0.017 0.0 0.033 6.6 0.041 Project Title: Parchman + Smith Residence Report date: 06/17/14 Data filename: PAEAU352-Parchman +Smith Residence\Admin\RESCHECK.rck Page 1 of 9 Project Title: Parchman + Smith Residence Report date- 06/17/14 Data fifename: PAEA\I 352-Parchman +Smith Residence\Admin\RESCHECKrck Page 2 of 9 REScheck Software Version 4.5.0 Inspection Checklist Ener •. ' IECC R equirements: 0.0% were addressed di s Text In the "Comments/Assurnotons"co umn Is govided b#the,;u6jsr inthe REScgej4 eoulreme4l� INN « b t e t C onstruct i on dra «: ♦ 1 d ocumentati on R de monstrate energy code compliance .- ■ •. 4 e e e• » '• � e e l ae ♦ e^ • •... .114° e a e " d U Doe s Not ♦ e llli t � M ONot Applicable tlk ! b 403.6 , Heating and cooling equipment Is , , bleating» Heating- d ©Complles [P )a sized per ACCTS Manual S based ; Btu /hr P Btuthr :[]Does Not I can leads per ACCA Manual j or } Cooling: Cooling- S Cslet Observable i Esther approved methods. Btu/hr tulhr ;[Not Applicable a d d d d d d 3 d d k 8 9 f y Additional Comm ents/Assumptions: 1. Foundation Inspection 1402ZI) Unvented crawl space table tor values J1 Insulation R-value. R- R- w R- R. Zkomplies See the Envelope Assemblies � Not o O bservab l e t rF i IIIM IIII Iplligi w� rr. «_ Wit s N o t Observable y .:. °« "111 Project Title: Parchman + Smith Residence Report date: 06117114 M':* d. « -. crawl space ■ pe: Insulation Installed . ■ Instructi d * P ervable Y * M R Ica * a i y []N ot Observa ONot Applicable d crawl space wall In. In. Complies See the Envelope Assemblies IF0101 insulation depth of burial or table for values. ! distance from top of wall. IoNot Observable 'Elka Applicable t rF i IIIM IIII Iplligi w� rr. «_ Wit s N o t Observable y .:. °« "111 Project Title: Parchman + Smith Residence Report date: 06117114 M':* d. « 402.11 Door U-factor. U U- 1,19 See the Envelope Assemblies A PDoes Not j able for values, I IF iONot Observable ONot Applicable i4021.1, Glazing U-factor (area-welitited U- U- oWpiies ; See the e Assemblies 402.11, �averaqe), 11 table tor Does Not i402.3.3 1402.5 [:]Not Observable 1 AFR21 1 UNot Applicable �3011-3 1 U-factors of fenestration products lies [FR41 ;are determined In accordance Not with the NFRC test procedure or bservable taken from the default table pkable 402.35 Sunroorns enclosing conditioned U- U lies i(FR81 space have a maximum Not 1 0 !fenestration U�factor of 0,50 In 1 Climate Zones 4-8. New glazing 1 4ONot Observable t 'ONot sep he suntoorn from Applicable I con=space must meet ;code requirements. 1 402.15 Sunrooms enclosing c onditioned U U- fComplies 1 1FR91 , , space have a maximum skylight P Not U-factor Of 0.75 In Climate �6nes �OlSlot Observable ONot Applicable les ot bservable flon rates Ter '400 # ## licable that do not exceed code limits. ls e • MUM Not kage 75 Pa. bservable at plicable ply ducts in attics are R- R� fes 011121 Insulated to a R-8. All other ducts R- R- Does Not in unconditioned spaces or outside the building envelope are �(J!Slot Observable insulated to ;tR-6. , ONot Applicable All joints and seams of air ducts, i tFR13j' I air handlers, filter boxes, and ' building ot cavities used as return ducts are seated. servable plicable Building cavities are not used forr [FR151 1supply ducts. 401AN HVAC piping conveying fluids R- �JFR171 above 105 or chilled fluld-s Does Not below 55 OF are Insulated to aR- �ONot Observab le jONot Applicable 403.4 Circulating service hot water R- R- Ucomplies (FR181 pipes are insulated to 11-2 UDoes Not ,ONot Observable ' Applicable i 4 zz • 13 :# M r + # # #.. > ! < ♦ . ,,.... plies Installed -n all o ddoor air gip. oes Not Intakes • exhausts. ot Observable t Applicable i 4 zz • a R « les see the Envelor. table for values, W ood 0 No ■ Steel 10No « «. '1 Applicable « A-Complies 0 Wood ,'00oes Not • m ass iO Not Observab • Applicable « 402.2.11 Sunroom wall Insulation has a R- R- JMJComplles «« Insulation Installed p R -va l ue r ,, Instructions, walls se parating the sunroo � In substantial contact with the ONot Observable underside of « « ' Applicable ! [Fleet code requirements. wall Insulation R-value. If this Is a R- 3 03.2 of 1 W ood ( 4 02.2.5 • on gyp. mass exteri the exterior «.., re quirement «t ■ steel «; Observable 03.2 rW��Ul I is installed per Ma I Ins at on JIN41 manufacturer's instructi R « les see the Envelor. table for values, W ood 0 No ■ Steel 10No « «. '1 Applicable « A-Complies 0 Wood ,'00oes Not • m ass iO Not Observab • Applicable « 402.2.11 Sunroom wall Insulation has a R- R- JMJComplles VN1 01 1 R -va l ue r �•« « walls se parating the sunroo ONot Observable from conditioned space must ' Applicable ! [Fleet code requirements. UComplles 3 03.2 Sunroom Insulatio I « « plie tIN91 per manufacturer's Instructi No «; Observable 1402.2.11 Sunroom ceiling minimum R- R. ,I*Complies VN1 01 1 I Insulation . _ of R �•« « Z « R-24 In El N ot Ob servable Climate Z ones Not Applicable i ! Sunroom ceiling Insulatio UComplles installed e t manufacturer's OD oes No o t O { P roject T itle: P arc h man Re R da « t: 4011J, Ceiling Insulati -W ood «. « . .,. ssernbites I table for values. *0 on • Does Not «" Not ! of <7 ACA at 50 ' «, a may I ', requirement may b e met :ONot Applicable ■ . Applicable be used for 500 ft' or 20% !via visual inspection, Inwhich « * s « as (whichever Is less) where occur during Insulation sufficient .. is not availab � 1! O M • inspecti 3013.1.1.1,, Ceiling Insulation r° Install T at 'In su 402A3 1 . « 03 1 manufacturer's instructions. Bl own c ombusti on ■ r. Rt ■ t «« Icable 402.2.3 JAttic access hatch and door R_ R__ test result of o outdoors, o f the �11`141 across systems, Or, OD oe Observable adjacent assembly. rou gh-in o IONot Observab +403.9.2 ; Readily accessible switch on toes let [F121 � heaters for swimming peals. e 7 i n � YYk } a a ¢j�t3t tb$ervable Applicable s rlrner switches can pcel heaters �Y�' t � $Ccaslie a } \�'i ' s `� YYfirr Ym JF1 j tarns pumps are rese 1 UDoes Not � ltgNot Observable t �aXi i e ♦ r I T , '" « Project Title Parchman + Smith Residence Report date. 06/17/14 Data filename: PAEA\1352.Parchman+Sm1th ResIdence\Adm1n\RESCHECKrck Page 8 of 9 Buil « « as '402.4.2J verified '!by blower door test resulti on • Does Not «" Not ! of <7 ACA at 50 ' • . ', requirement may b e met ■ . Applicable !via visual inspection, Inwhich « * s « as I case verification may r to occur during Insulation a + � 1! O M • inspecti 402A3 wood-burning fireplac have c ombusti on �« . rvable ■ t «« Icable w« construction duct tightness cfm t « test result of o outdoors, oes Not �11`141 across systems, Or, Observable rou gh-in o _,. licable « I without air handier, Roug h-in verification may need to occur during a Inspectio Programmable thermostats Installed on forced air furnaces. +403.9.2 ; Readily accessible switch on toes let [F121 � heaters for swimming peals. e 7 i n � YYk } a a ¢j�t3t tb$ervable Applicable s rlrner switches can pcel heaters �Y�' t � $Ccaslie a } \�'i ' s `� YYfirr Ym JF1 j tarns pumps are rese 1 UDoes Not � ltgNot Observable t �aXi i e ♦ r I T , '" « Project Title Parchman + Smith Residence Report date. 06/17/14 Data filename: PAEA\1352.Parchman+Sm1th ResIdence\Adm1n\RESCHECKrck Page 8 of 9 r • thermostat « « , 1 on • «" Not « * s « as a + � 1! O M • +403.9.2 ; Readily accessible switch on toes let [F121 � heaters for swimming peals. e 7 i n � YYk } a a ¢j�t3t tb$ervable Applicable s rlrner switches can pcel heaters �Y�' t � $Ccaslie a } \�'i ' s `� YYfirr Ym JF1 j tarns pumps are rese 1 UDoes Not � ltgNot Observable t �aXi i e ♦ r I T , '" « Project Title Parchman + Smith Residence Report date. 06/17/14 Data filename: PAEA\1352.Parchman+Sm1th ResIdence\Adm1n\RESCHECKrck Page 8 of 9 401.3 �.'. a��InII t I IV 11 M IiVIMI MNV��NM II �V wIIN IN [FI20] cover, # ## C overs # ! A 404.1 150% of lamps In perman n % hig efficacy amps- I it I 401.3 Compliance certificate posted I IV 11 M IiVIMI MNV��NM II �V wIIN IN ailw �� Ulll�l III # # , M* # # # # 2009 IECC Energy Efficiency Certificate Window 0.25 Door 0.25 Heating System: Cooling System: Water Master Name: Date Comments Floor 30.00 Coiling / Roof 60.00 Ductwork (unconditioned paces)