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Home My WebLink About3295 Robb Street$ Damns Structural Engineering, LLC - RUVCTURAX.P.O. Boz 6986 Broomfield C080021 530 864 Domnssrntlnralggymaamm fin, 10 2021 The demands Star SEES allinfiencer Cold Suite end Muldfic ED ASSET Subject Cal Letter 3295 Wheat read Ea. aa333 he grand K May demand A rabartasubadervathern up thedul True thadingfiramingaystent fees defended ban Sure team up Names A address requeadmin pumps annual Engineering All review A beyean these SEES and the began otera listed bers, and On the abuse affected Ended the up the Star Padi W the MET Thastructural review .m;has been mleth,.amaAn�,00mt.�„ underbidder A dicm.agh a,gland re.opening .g.a�elements The n Seemed fr,.,mi.gAdescribed beer If field .a.a� .�amdiffer .a. �a"wg�. �ro. The That Structure afir ulmae.vatSunn ammgiaaa mad obouaathat emooaeefire 117/a rcare c 12a<. The I Texas Sudden wkew, ding and hand a man minae Nadmmalypen ar:aa..h,saF 112 degrees. 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A qualified person must be present at the time of a PV e 1) Licensed master or journeyman electrician, 2) Residential wirem an 3) NABCEP-certified solar installer capable of testing the } 1 1 v is ♦ Y` "'w 24- ofbS Whet 4d- S R VICINITY MAP LK z ro LU > o U z O Z a LIJ w (n O CO U 0 m a Be L7 Z O ztn� o 0� Z_to< QJ w J F = w � LU LU a O o U EL z 6} m£ Evar Pa TLlnes 2295 Rebb 3C Wheat 'Ridge, a 00033 waa w0 LU LU a O o U EL z � oo � o m Im ROOF CONSTRUCTION Eg o • ROOF TYPE =ASPHALT SHINGLE o • PV ARRAY = 566 SQUARE FEET • MAX ATTACHMENT SPAN = 48" m3 • MAX CANTILEVER = 19.2" �� 3 • ATTACHMENTS SHALL BE STAGGERED dHof SO THE LOAD IS DISTRIBUTED EVENLY TO RAFTERS UNDERNEATH THE ARRAY B�Id�n FIRE SETBACKS z O • 36" FROM RIDGE, 36" ON ONE SIDE OF W } U z O ARRAY. Z a °O W w C/) O vii m U c/) L -u) m a U o Z z z OOO\� N o O Z Q m Q ::J _ D 0 J� g ow o> N METER/MAIN DISCONNECT - EXTERIOR M AC P-„ AC N INVERTER - EXTERIOR a W�w zW o ,jj Z Q m P 0 FUSED PV AC DISCONNECT - EXTERIOR w PV AC DISCONNECT -EXTERIOR UTILITY PRODUCTION METER - EXTERIOR w�o awe P W N N- ZYZ i �w a a JQO N < Q o Q z STRING CONFIGURATION ARRAY INFORMATION MOD QTY 29 TILT 10° AZIMUTH 180° STRING SIZE DOES NOT VARY STRINGS QTY STRING I 10 STRING 2 10 STRING 3 9 PV MODULE CNy of a 134 -n .�mo N EQ C(n oo °om1C,o m: vo o �m�o vv� o IRONRIDGE RAIL K7 z � W o} O U z O Q 00 ASPHALT SHINGLE Q j 0 (n m U a '_ v ) Lu � w a � ,nn V Q o z z Z 0 o o-, ZILLA XL z } BASEPLATES Q Q J W ZILLA XL RATED FOR DIRECT TO DECKING ATTACHMENT ARRAY WILL NOT PEAK OVER RIDGE OF ROOF u U) W W Q J J 0W O O > U) Z W H N 0 O 7 W F � O coZ Q O J Q' WLu . Z u Q m 2� m J W D OW Y J 0 W 0 Q H Q W w J 0 Q W O p. U) Lu Z L7 W ^ N N— Z Y N > O n • • U • • W 0 I— z CV W in J Q v o Q W Q EQUIPMENT SCHEDULE CONDUCTORS CU/AL TYPE GENERAL I. PL4C4RDING AS REQUIRED PER 690.13,.15,.31,.51,.52,.53, .54, .56, 705.10, 705.12 2. PLACARD AT METER INDICATING 'PHOTOVOLTAIC SYSTEM CONNECTED" 3. SERVICE DISCONNECTS SHALL BE GROUPED AND/OR MARKED WITH LOCATION DESCRIPTION(S) 4. GEC SHALL BE CONTINUOUS PER 250.64(C) 5. PV SYSTEM WILL BE LINE SIDE OF UTILITY PRODUCTION METER HOUSING. KEY CITY MAKE MODEL LOCATION NOTES 29 LG LG670NIC-46 FLUSH MOUNTED TO ROOF PV MODULE 2 29 SOL4REDGE P401 MOUNTED ON RACKING POWER OPTIMIZER 3 1 SOLADECK 0799-5G UNDERNEATH ARRAY PV ROOF JUNCTION BOX, NEMA 3R 4 I SOL4REDGE SE1140OH-US EXTERIOR DC DISCONNECT INTEGRATED INVERTER 5 1 SQUARE D DU222RB EXTERIOR PV AC DISCONNECT, NEMA 3R, 604, 240V (LOCKABLE W/ VISIBLE OPEN) 6 I MILBANK U4801 -XL -5T9 EXTERIOR PV PRODUCTION METER, LEVER BYPASS, 2004, 240V 7 1 SQUARE D D222NRB EXTERIOR FUSED PV AC DISCONNECT, NEMA 3R, 604 FUSES, 240V 8 1 TBD TBD EXTERIOR MAIN SERVICE DISCONNECT, 4004 BUS, 2 X 2004 MAIN, 240V 9 11 ITBD TBD EXTERIOR UTILITY METER, 3204, 420V 10 TBD TBD INTERIOR (GARAGE) SUB PANEL, 2004 BUS, 2004 MAIN, 240V PV INTERCONNECTION_ L04DSIDE TAP IN MAIN DISCONNECT UTILITY PV PRODUCTION METER (1) UTILITY PV PRODUCTION METER HOUSING (2004, SELF-CONTAINED, LEVER BYPASS) WILL BE IN COMPLIANCE WITH THE MOST RECENT REVISION OF THE XCEL ENERGY STANDARD, SPECIFICALLY SECTION 4.11) (2) PV SYSTEM WILL BE LINE SIDE OF UTILITY PRODUCTION METER HOUSING. (3) THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY TV PROD" IN ACCORDANCE WITH THE REQUIREMENTS FOR "METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. 9 MODULE STRING - 10 MODULE STRING - 10 MODULE STRING - CONDUCTOR SCHEDULE KEY CONDUCTORS CU/AL TYPE LOCATION RACEWAY 4 6-#12,1-#10 EGC Cu PV WIRE ARRAY FREE AIR B 6-#12, 1-#12 (OR LARGER) EGC Cu THHN/THWN2 INT/EXT FMC/EMT /2" OR LARGER RACEWAY 2-#6, 1-#10 NEUTRAL, 1-#10 EGC C 3/4" OR LARGER RACEWAY Cu THHN/THWN2 EXTERIOR FMC/EMT D 3-#6,1-#6 EGC Cu THHN/THWN2 EXTERIOR FMC/EMT 3/4" OR LARGER RACEWAY E EXISTING Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) X, LTJ O U z O Za°O LTJ w 0 p cn m U M UQ (7 Z z UC) 0 0 0� U Z �_ r(! Q Q W _j _ �[Y WW oW o> FZ F 0 U LU Z 37 Q Q NIRS gme Om CO v oo � dR `ez m3 X, LTJ O U z O Za°O LTJ w 0 p cn m U M UQ (7 Z z UC) 0 0 0� U Z �_ r(! Q Q W _j _ �[Y WW oW o> FZ F 0 U LU Z 37 Q Q cALCU CATIONS LG LG370NIC-A6 MODULE SPECIFICATIONS & NOTE UNIT INSTALLED DETAI LLOCATION WHEAT RIDGE, CO 80033 TYPE wio DEBATES DEBATE DEBATE N CO �� gme om v E m ez mR Vm m3 m3 34 AMBIENT LOW TEMPERATURE (THIN) ASHRAE EXTREME MIN °C -25 MODULE TEST TEMPERATURE (TTesT) MODULE SPEC °C 25 COU 30 0.96 0.80 23.04 15.00 Z p! ) W U z O Z 00 -1 �� W cn p a m 5 o z Z Ll% z N o z �! J ~ Z 0 v Z a ow o o> Fz w F uow ww i o ma mz w z as Jw � �zw �o amo zW m aeco ww w�a w� z Y oa W J W LUQ Z 1 � F J O UZ� Z } to • O U • W � J Q�ww a �y U U V) LL � J I U U o W J W COU 30 0.96 0.80 23.04 15.00 TERM 25 25 18.75 ITEM AMBIENT HIGH TEMPERATURE (TMAX) ASHRAE 2% °C 34 AMBIENT LOW TEMPERATURE (THIN) ASHRAE EXTREME MIN °C -25 MODULE TEST TEMPERATURE (TTesT) MODULE SPEC °C 25 COU 30 400 INVERTER PHASE INVERTER SPEC PHASE (IAC*1.25) AMPS (Ac) 59.38 SOLAREDGE P401 POWER OPTIMIZER SPECIFICATIONS &CALCULATIONS ITEM UNIT SPECIFIED LIMIT INSTALLED DETAIL MAX INPUT POWER (Woc MAX) WATTS (DC) 400 370IN MINPUT VOLTAGE (Voc MIN) VOLTS (DC) 8.0 34.90 MAX INPUT VOLTAGE (Voc MAX) VOLTS (DC) 60 47.12 MAX SHORT-CIRCUIT CURRENT (ISC) AMPS (DC) 11.75 11.31 F MAX OUTPUT CURRENT AMPS (DC) IS 9.25 MAX OUTPUT VOLTAGE VOLTS (DC) 60* *OPTIMIZER OUTPUT VOLTAGE RANGE BETWEEN 60-85 VDC -STRING VOLTAGE IS REGULATED BY THE INVERTER (NOT TO EXCEED 480VDC) NOTE: CALCULATED VALUES ARE THE ABSOLUTE MIN/MAX OF ALL ARRAYS USING THIS POWER OPTIMIZER CONFIGURATION -MAXIMUM STRING VOLTAGE IS 480VDC (INVERTER REGULATED) ITEM COU 30 0.96 0.80 23.04 15.00 SOLAREDGE P401 POWER OPTIMIZER SPECIFICATIONS &CALCULATIONS ITEM UNIT SPECIFIED LIMIT INSTALLED DETAIL MAX INPUT POWER (Woc MAX) WATTS (DC) 400 370IN MINPUT VOLTAGE (Voc MIN) VOLTS (DC) 8.0 34.90 MAX INPUT VOLTAGE (Voc MAX) VOLTS (DC) 60 47.12 MAX SHORT-CIRCUIT CURRENT (ISC) AMPS (DC) 11.75 11.31 F MAX OUTPUT CURRENT AMPS (DC) IS 9.25 MAX OUTPUT VOLTAGE VOLTS (DC) 60* *OPTIMIZER OUTPUT VOLTAGE RANGE BETWEEN 60-85 VDC -STRING VOLTAGE IS REGULATED BY THE INVERTER (NOT TO EXCEED 480VDC) NOTE: CALCULATED VALUES ARE THE ABSOLUTE MIN/MAX OF ALL ARRAYS USING THIS POWER OPTIMIZER CONFIGURATION -MAXIMUM STRING VOLTAGE IS 480VDC (INVERTER REGULATED) ITEM B #12 Cu THHN/THWN2 MODULE POWER STC (P) MODULE SPEC WATTS (W) 370 COU 75 0.96 L00 72.00 47.50 VS. REQ'D (IMAX) 2) TERMINALS (TERM)_ AMPACITY AT TERMINALS. VS. REQ'D, (IMAX * 1.25) NOTE ALL WIRES SIZED #10 OR LESS ARE IN COMPLIANCE WITH 240.A(D) STRING CONFIGURATION STRINGS ouANnTv MODULES OPTIMIZERS I 10 LG370NIC-A6 SOLARED GE - P401 STRING 3 9 LG370NIC-A6 SOLARED GE - P401 ITEM COU 30 0.96 0.80 23.04 15.00 STRING CONFIGURATION STRINGS ouANnTv MODULES OPTIMIZERS I 10 LG370NIC-A6 SOLARED GE - P401 STRING 3 9 LG370NIC-A6 SOLARED GE - P401 ITEM ITEM PHOTOVOLTAIC PANEL FED BY PV AND UTILITY m list I • NEC 690.13(8) I PLACARD(S) LOCATED ON DC DISCONNECT I PLACARDS LOCATED ON MAINS PANEL AND ANY SUBPANEL NEC 690.31(6)(3)(4) LABELS LOCATED ON ALL PV SOURCE/ OUTPUT ENCLOSURES INSIDE BUILDING NEC 690.53: I LABELS) LOCATED ON DC DISCONNECT PHOTOVOLTAIC SYSTEM CONNECTED NEC 690.54: I LABELS) LOCATED INSIDE MAIN AC PANEL I A WARNING I ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. NEC 690.13(8) LABELS) LOCATED INSIDE DC DISCONNECT • • • Mm • NEC 690.13(8) I PLACARDS) LOCATED AT AC DISCONNECT NEC 690.54: I PLACARD(S) LOCATED ON AC DISCONNECT NEC 690.56(C)(2) I PLACARD LOCATED ON EXTERIOR AC DISCONNECT SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE N ..OFF' POSITION TO E�.LE S/- HUTDOWN PV SYSTEM om EJ o AND REDUCE SHOCK HAZARD vev ds IN ARRAY IOF2 Lu NEC 690.12 & 690.56(C)(1)(A) PLACARD LOCATED AT RAPID SHUTDOWN SERVICE DISCONNECT SERVICE DISCONNECT 2OF2 i PLACARD LOCATED AT FUSED PV AC SERVICE DISCONNECT PV PRODUCTION METER UTILITY REQUIREMENT_ I BRASS TAG LOCATED ON xCEL PV PROD METER HOUSING 3295 ROBB ST UTILITY REQUIREMENT_ I BRASS TAG LOCATED ON XCEL PV PROD METER HOUSING PHOTOVOLTAIC AC DISCONNECT UTILITY REQUIREMENT_ I PLACARD(S) LOCATED AT AC DISCONNECT **ALL PLACARDING TO COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE** X, z N) w0 o rJ z O Z -1 00 ww(np cn mui U M (i UQ ry (7 Z z LO ooO,ry U Q w J ~ N 0 om EJ o SERVICE DISCONNECT `0 vev ds `_ IOF2 � � m3 m3 I PLACARD LOCATED AT MAIN PV AC DISCONNECT SERVICE DISCONNECT 2OF2 i PLACARD LOCATED AT FUSED PV AC SERVICE DISCONNECT PV PRODUCTION METER UTILITY REQUIREMENT_ I BRASS TAG LOCATED ON xCEL PV PROD METER HOUSING 3295 ROBB ST UTILITY REQUIREMENT_ I BRASS TAG LOCATED ON XCEL PV PROD METER HOUSING PHOTOVOLTAIC AC DISCONNECT UTILITY REQUIREMENT_ I PLACARD(S) LOCATED AT AC DISCONNECT **ALL PLACARDING TO COMPLY WITH THE 2017 NATIONAL ELECTRICAL CODE** X, z N) w0 o rJ z O Z -1 00 ww(np cn mui U M (i UQ ry (7 Z z LO ooO,ry U Q w J ~ From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Tuesday, June 22, 20212:00:01 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM 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 Solar PV Installation? PROPERTY INFORMATION Property Address 3295 Robb Street, Wheatridge CO 80033 Property Owner Name Jesse Lanyon Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-472-3368 jessel@blueskyplumbing.com Electronic -Payment -Form. odf CONTRACTOR INFORMATION Contractor Business Namaste Solar Electric Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the 090413 City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. 720-305-4481 residentialpm@namastesolar.com residentialpm@namastesolar.com Installation of a flush mount, grid tied, 10.730 kW PV SOLAR SYSTEM. NO battery or service change 10.730 29 rooftop 9main roof) No Lanyon Residence Wheat Ridae CO Stamoed.odf LANYON. JESSE.odf Project Value (contract 18778 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Avery carter Permit 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. Email not displaying correctly? View it in your browser. 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202101346 PERMIT NO: 202101346 ISSUED: 06/24/2021 JOB ADDRESS: 3295 Robb St EXPIRES: 06/24/2022 JOB DESCRIPTION: Installation of a flush mount rooftop, grid tied, 10.730 kW PV SOLAR SYSTEM. NO battery or service change, 29 panels *** CONTACTS *** OWNER (303)472-3368 LANYON JESSE SUB (303)447-0300 JEFF DENOVAN 090413 NAMASTE SOLAR ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,778.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/24/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. BARRICADE BUILDING PRODUCTS 3295 Robb St 202001568 HOUSE WRAPS, TAPES, AND FLASHING. INSTALLATION GUIDE TABLE OF CONTENTS PRODUCTS & HOUSE WRAP SPECIFICATIONS FLASHING TAPE OTHER 2 BARRICADE® PRODUCTS Q INSTALLATION 5 INSTALLATION 10 OTHER DETAILS 3 PRODUCT SPECIFICATIONS ] FLASHING CORNERS $-9 FLASHING PENETRATIONS BARRICADE° PRODUCTS HOUSE WRAPS BARRICADE WRAP BARRICADE® WRAP An economical builder- grade perforated wrap. Produced in our Virginia plaitso it can meet our high-qualitycontrolstondards. BARRICADE WRAP+ n BARRICADE® WRAP PLUS �0 Ahigh -performance, ion -perforoted,non-woven permeable membrane. Building wraps made of D ion perforated membranes offer the highest level ofperformonce against wind air, and moisture. a sf:BARRICADE nR-WRAP* o BARRICADE® R -WRAP® N Ahigh -parm, non perforated non -woven O permeable membrane. Building wraps made of W nonperforate d membran as offer the highest level n 0 to erforman cc against wind air, and moisture. FLASHING BARRICADE FLASH RIGHT BARRICADE® FLASH RIGHT A high-performance, asphalt based window and door flashing tape designed to provide opermone, weather- tight seal to protect from moisture, leaks, and air penetration. BARRICADE' FLASH ULTI BARRICADE FLASH EXTREME BARRICADE® FLASH EXTREME Extremely aggressive, self adhering flashing membrane designed to protect windows and doors from moisture penetratrlon. BARRICADE' FLASH CORNERS BARRICADE® FLASH ULTI BARRICADE® FLASH CORNERS Ourtop-of-the-line flashing tape offers the ultimateprotection Pre-cut Barricade Sill Corners provide a quick, easy, and for windows and doors. The 100% butyl rubber adhesive economical seal at transitions between building envelope creates opermonen(flexible, weatherproofseal, while the IN components. inhibitors protect against the surf sharmful rays. BARRICADE FLASH CONFORM BARRICADE® FLASH CONFORM A highlystretchable flashing tape with an aggressive, slower acting butyl rubber adhesive that conforms around radii aid corners while providing maximum protection from watermtruslon. ADDITIONAL MATERIALS BARRICADE SEAM TAPE BARRICADE® SEAM TAPE A thin, strong Nm coated tape with a cold weather adhesive system for addedprotection against energy -robbing air infiltration and exterior moisture penetration. BARRICADE' BEAR CAULK BARRICADE® BEAR CAULK The perfect partner to Barricade tapes —aflexible, waterproof, door aid window caulk for framework ondloints. 2 SPECIFICATION OVERVIEW Construction Special Institute Optional Permeability Tensile Flame Spread UV Exposure Applicable D Identification Codes Composition Standard Sizes Sizes (ASTM E -96A) Strength (ASTM E-84) Rating Standards Warranty ti p Manufactured to meet the full Z Perforated 108"x100' 120"x100' 54"x100' ASTM D-882 intent of all major building 10Year 9 BARRICADE m C Air Barriers -07270 woven polyolefin 108"x150' 120"x150' 54"x150' 10.4 US Perms ClassA 12 months codes. Limited System WRAP 108"x195' 120"x195 51.4lbs/in.MD 36"x150' S1.416s/in. CD O Meets Fed. Spec Warranty UU-B-790a Grade D z Manufactured to meet the full Nonperforated108"x100' 120"x100' 54"x100' ASPM D-5034 intent of all major building 10Year BARRICADE® Air Barriers -07270 non woven 108"x150' 120"x150' 54"x150' 16 US Perms 59lbs/in. MD ClassA 9months codes. Limited WRAP PLUS polyolefin 108"x195' 120"x195' 36"x150' 51 lbs/in. CD System Meets Fed. Spec. Warranty v UU-B-790a Grade D D Manufactured to meet the full BARRICADE® Nonperforated108"x100' 120"x100' 54"x100' ASPM D-5034 intent of all major building 10Year z R Air Barriers -07270 non woven 108"x150' 120"x150' S4"x150' SO US 5916//in. MD ClassA 9months codes. Limited c� -WRAP® polyolefin P Y 108"x195' 120"x195' 36"x150' S116s/in. CD System Meets Fed. Spec. Warranty UU-B-790a Grade D a A Application Operating D Roll Roll Rolls Total Tensile Temperature Temperature Nail UV Exposure O Composition Length Widths Per Case Thickness Strength Range Range Warranty Sealability Shelf Life Rating 4" 6 A BARRICADE® Polyolefin feu eland -flick 6" 6 10 0 FLASH ULTI sing flashing tape using butyl rubber 75' 3 20 mils 6016/in 30°F -150°F -30°F-200°F Limiter Limited Pass 12 Months Up to 365 days adhesive 12 12" Warranty 18" 1 1 BARRICADE® Polyolefin film backing, butylbased75' 6 1 50 mils > 400psi 40°F -180°F -30°F-200°F 10 Year Pass 12 Months Up to 365 days FLASH CONFORM adhesive, polyethylene liner 8" Warranty O NJ 4I 9 BARRICADE® White polyolefin -faced, using SBS 75' 6 91 6 4 1216/in 20 mils 40°F -160°F 10Year Limited Pass 12 Months 180 days FLASH RIGHT p� asphalt adhesive 12" (ASTM D412) a 18" 2 n BARRICADE® Non asphaltic, white polyolefin4aced 6„ $ 10Year O FLASH EXTREME flashingtape using pressure sensitive 75' P g P 9 4 15 mils -30°F —150°F Limited Pass 18 Months 180 days Y adhesie 12 4 Warranty to C p BARRICADE® Non asphaltic, white polyolefin4aced 10Year = FLASH CORNERS flashing tape using pressuresensitiveN/A N/A N/A 15 mils -10°F-200°F Limited Pass 12 Months 180 days adhesive Warranty L 0 BARRICADE® Polypropylene film coated with 165' 1 16 3mils 20lb/in -10°F-200°F -20°F-275°F 10 -Year Pass 12 Months 180 days C SEAM TAPE cold weather acrylic adhesive system 3„ Warrant y n H BARRICADE® One component, solvent -free N/A N/A 24 N/A mmm 1 -year Limited pass 12 Months BEAR CAULK al Modified Polyether (hybrid)sealaeant Warranty n n 0 0 0 H CONSIDERATIONS Barricade wrap can be installed over wood -based, foam insulative, or fiberboard sheathing and exterior gypsum board. Install building wrap in "shingle -lap" fashion, with the higher piece lapped over the outside of the piece below. All horizontal overlaps of building wrap must be at least 2" (4" is recommended) and vertical overlaps must be at least 6". At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. We recommend using Barricade flashing products or an alternative that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. DE Start by placing the roll 2-3' (feet) from the corner and fasten using staples, large -headed nails, or roofing nails spaced a maximum of 18" (inches) on center. rouE Make an inverted Y -cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. Windows must be installed according to the manufacturer's recommended installation process. Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Proceed to flashing installation (page 5). Unroll the wrap around the building and fasten with nails or staples, spaced a maximum of 32"' on center. When used overfoam insulation boards, the sheet must be fastened with roofing nails or other large -headed nails long enough to penetrate through the insulation, into the framing studs. BARRICADE° BUILDING WRAP APPLICATION WITH EXISTING WINDOWS 1. Create a top flap so that the head flashing can be installed under the wrap and over the flange. 2. Leave the bottom unflashed, allowing moisture to escape. 3. On both sides, trim the wrap close to the window flange and secure it to the flange with tape or caulk, then install side flashing. 4. Install head flashing and extend out 34" to each side, then tape flap over. (Note: Tape and caulk should only be used for securing purposes and should not be used as primary flashing material.) I. Q. EARRICAGEa FLASHING Prepare sill flashing by cutting Barricade Flash Conform at lean 12" longer than the width of the rouge openingl nstalI sill flashing by removing the release paper, centering sill flashing on sill framing stud, and adhering Into rough opening. The back edge of Flash Conform should e#end to Inside edge of sill framing stud and at lean 5up each jam b framing stud (Sill flashing should not wrap onto the Inside of wall ) BO NOT stretch material along Ne sill or jamb. When house wrap or cementlonal building paper Is used as weather resistive barrler(WRB) over wall sheathing on or to wind ow an it flashing Installation, Flash Conform should be applied over the WRB after it has been properly cut and folded In and around the window rough opening. Before Installing the window, either (A)apply a continuous bead of sealant to the backside (interior) of the mounting flange near the outer edge, or (B) apply continuous seal to the rough wlndaw opening at a point to assure combat with the backside (i molar) of the mounting flange. BO NOT caulk along bottom. Install wind ow paschal no to manufacturer's Installation procedures Use of Barricade Bear Caulk is recommended. (CONTINUED ON NEXT PA 60 J SIDE JAM FLASHING HEAD FLASHING Utilizing a roller to provide firm, consistent pressure, apply Barricade window Affix the bottom of the head flashing over the mounting flange. Be sure to extend the flashing along verbal sides of the opening. Flash over the side window flangesflashing beyond each jamb flashing. Secure In place byapplyln pressure. Unatiach Extend the flashing a minimum of 3" beyond the sill flashing already In place and house wrap and apply over head flashing as shown. Tape all seams and joints. extend the flashing you're using minimum of 3" beyond the top of the opening, so that It projects beyond the head flashing to be applied later. CIRCIAAR WINDOWS Follow above Instructions for proper Installation pro to bead flashing Installation. Install circular top windows according to window manufacturers Installation guidelines, then follow Instructions below to complete the process. Measure the circular portion of the window and add 12" to this number. Cut flashing to this length for the head flashing. Remove approximately 20" of release paper and position flashing tightly along the first edge of round window, press firmly Into place. Continue removing release paper and conform Barricade Flash Conform along entire circular portion of window. Use Barricade Seam Tape or mechanical fasteners (Ie. mails, staples, or screws) to temporarily bold cep edge of bead flashing to wall Flash Conform's adhesive bond will strengthen over time. Both ends of bead flashing should overlap jamb flash has by at least 6" Note'. This recommendation ralersto the most commonly used types off windows surface mounted)For mnertryaz romance, special attention should be pammwmdow manntadurerinstrnttlons. M a Peel back paper -release liner and discard. Adhere square -edged side of Barricade Flash Corners to a front, inside sill corner. Ensure the front edge of the material is flush with the front edge of the window opening. Repeat Steps 1-3 for the other corner of the window. Overlap the horizontal flanges of Barricade Flash Corners with a measured piece of Barricade Flash Ulti or Barricade Flash Extreme window flashing. Flash remaining portion of window per the building code. Smooth the dove -tailed edge of the Flash Corners over the sill and adhere to the vertical wall face. Make certain any bubbles or wrinkles are smoothed out. 7 n 0 H ROUND PENETRATION 0 Cut two 45° angles and peel back house wrap above the penetration. Tip: Use Barricade Seam Tape to hold the flap up while not in use. SQUARE PENETRATION Apply flashing to the bottom of the Apply flashing along the sides and then Use a roller to apply even pressure along penetration. We recommend using the top, shingling each layer. the flashing, being sure to push out any air Barricade Flash Ulti, Barricade Flash pockets that may have appeared. Barricade Extreme, or Barricade Flash Right. suggests finishing with Barricade Bear Caulk commercial sealant to ensure a tight seal around the edges of the penetration. Apply Barricade Flash Conform to the underside of penetration, shingling the above side after. Use a roller to apply even pressure along the flashing. Replace house wrap flap over the flashing and tape across using Barricade Seam Tape. Tape over the 45° cuts using Barricade Seam Tape. a SQUARE PENETRATION Applyflashing along the sides first, leaving the bottom unflashed. We recommend using Barricade Flash Ulti, Barricade Flash Extreme, or Barricade Flash Right. Next apply flashing over the top, shingling the side flashing. Use a roller to apply even pressure along the flashing, being sure to push out any air pockets that may have appeared. Barricade suggests finishing with Barricade Bear Caulk commercial sealant to ensure a tight seal around the edges of the penetration. E a 0 H OTHER DETAILS: All installation instructions and procedures contained within this brochure are recommended by Barricade Building Products and should be followed. Failure to follow these instructions and procedures may compromise the integrity of the building wrap and impact its performance. Barricade house wraps are backed by a 10 -year limited warranty. Please contact Barricade Building Products for more information. All Barricade Building Products building wrap is manufactured to meet the full intent of all applicable building codes and their governing bodies. Barricade is a weather -resistive barrier (WRB) designed to provide a secondary line of defense against bulk water penetration. It is not designed or intended for use as a primary waterproofing membrane. Wind -driven rain can penetrate exterior sidings/cladding such as vinyl, wood, brick, aluminum, hardboard, cementitious, etc. Vinyl and aluminum siding are manufactured with built-in weep holes to allow proper drainage of water that gets past it. Wood, hardboard, and brick exteriors are porous, allowing water to be absorbed into them. Most brick facades also have weep holes built into the wall system to promote water drainage. Contamination of Barricade Building Products building wrap and various building site chemicals or various sugars and saps found in wood sidings (e.g. cedar) which increase its wettability (e.g. surfactants), will adversely affect thehouse wrap's water -resistive capability and its contribution to the overall water resistance of the wall system. Surfactants can be defined as substances which adversely impact and contaminate the surface tension of a given house wrap or building paper by raising their surface energy which allows liquid to "wet" the surface more easily. Where wood sidings, such as cedar, are concerned, it is strongly recommended that both priming or back coating of the siding be performed. This helps isolate the surfactants in the wood from the house wrap or building paper surface. In addition to back priming/coating, an airspace should also be created between the siding and house wrap. Providing some form of airspace between the wood trim, siding, and clapboards and the house wrap using furring or some other form of spacer reduces the quantity and time liquid phase for any water that is trapped in the exterior wall assembly, thereby reducing the potential for surfactant movement. Any rips, tears, breaks, holes, etc. that happen during normal construction should be repaired by taping or patching. Other holes, gaps, or cracks created in the exterior wall around items such as faucets, dryer vents, electrical outlets, etc. should also be properly taped, flashed, and sealed. Any of these occurrences that go unrepaired will diminish the building wrap's performance and contribution to the overall water -resistance of the wall system. Standard fasteners, such as nails and staples, used to apply Barricade can reduce the building wraps water -resistive characteristics. Barricade Building Products encourages the use of plastic cap nails to improve the seal around the fastener and enhance the protection against water penetration at the fastener location. All horizontal overlaps of building wrap must be at least 2" and vertical overlaps must at least be 6". Porous sidings such as brick, wood, hardboard and some others allow water penetration and have the ability to store water due to their hygroscopic nature. It's always a wise construction practice to use and integrate properly installed flashings around all window and door openings as well as other exterior penetrations as part of an overall design strategy to control moisture movement and transport. Please contact your builder or Barricade Building Products for more details. The information contained in this installation guide is to the best of our knowledge, true and accurate and is presented in good faith. Barricade Building Products assumes no liability, expressed or implied as to the architecture, engineering, or workmanship of any project. This information may be concurrent with, or superseded by other applicable documents. Contact Barricade Building Products for further information or technical support at 877-832-0333. 10 City of Wheat Ridge E -Res. Electrical Service PERMIT - 202101211 PERMIT NO: 202101211 ISSUED: 06/07/2021 JOB ADDRESS: 3295 Robb St EXPIRES: 06/07/2022 JOB DESCRIPTION: Preinstalling 3/4" FMC for future solar on rooftop *** CONTACTS *** OWNER (303)472-3368 LANYON JESSE CHRISTIE SUB (303)447-0300 JEFF DENOVAN 090413 NAMASTE SOLAR ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11000.00 FEES Total Valuation 0.00 Use Tax 21.00 Permit Fee 43.50 ** TOTAL ** 64.50 *** 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 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Electrical Service PERMIT - 202101211 202101211 3295 Robb St ISSUED: 06/07/2021 EXPIRES: 06/07/2022 Preinstal l ing 3/411 FMC for future solar on rooftop I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 06/07/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Hl Vanessa SEE will need this permit so we an all an Inspection this weak The walls o th, theme will be sealed up and ourworkwlll be Inaccessible Por Inspection well before our PV permit Is released Thank you Avery Carter Permit and Utility Coordinator 1II61S at ^ im cr(o)namaetcm ar mm From: Commoev Permits 6ennl6@a wbe tr agecc un Sent Fatlay, hire 2021233 PM To: Reslaentl al PM OWE ldistrict a IPM@nam a staff Iar mno Subject: REonline Form Submittal Electrical Servlre Change/Upgraae/EleRrlal Work Permit Application If you are the contractor who Is doing the Solar as well, this permit Is Not real and will all be on one permit. Tharkyou, Vanessa Sand Fernit Techrtidan Building Division OfficeFhone 303-235-2854 Office Hours: fact W City of Corwurlrn DtvBwBMrrrr From: Avery Carter Gypq nrte.(rvnamaatecna ctm> On Behalf IN Rest aential PM Sent Fri day Iun, 4, 2021221 PM To: Commoev Permits ffenn [s@at wbeatr, aee m Subject: RE' online Form Submittal Electrlal Serve Changei pgraae/Electrl al Work Permit Application Hl Vanessa TO Quird, Pei ereeDramentimp9„wectrolWon Permit pu m mi Fences, one 7, 2021 1 54 12 PM Hl Vanessa SEE will need this permit so we an all an Inspection this weak The walls o th, theme will be sealed up and ourworkwlll be Inaccessible Por Inspection well before our PV permit Is released Thank you Avery Carter Permit and Utility Coordinator 1II61S at ^ im cr(o)namaetcm ar mm From: Commoev Permits 6ennl6@a wbe tr agecc un Sent Fatlay, hire 2021233 PM To: Reslaentl al PM OWE ldistrict a IPM@nam a staff Iar mno Subject: REonline Form Submittal Electrical Servlre Change/Upgraae/EleRrlal Work Permit Application If you are the contractor who Is doing the Solar as well, this permit Is Not real and will all be on one permit. Tharkyou, Vanessa Sand Fernit Techrtidan Building Division OfficeFhone 303-235-2854 Office Hours: fact W City of Corwurlrn DtvBwBMrrrr From: Avery Carter Gypq nrte.(rvnamaatecna ctm> On Behalf IN Rest aential PM Sent Fri day Iun, 4, 2021221 PM To: Commoev Permits ffenn [s@at wbeatr, aee m Subject: RE' online Form Submittal Electrlal Serve Changei pgraae/Electrl al Work Permit Application Hl Vanessa Yes, we will Install the PV system. However this permit Is needed before that Install. Thank you I Avery Carter Permit and Utility Coordinator 1 II61SdC81 Avery rerterenamastsoar com From: Commoev Permits 6e, f5/rv3 whirafi tloe nQ j5 Sent Fdtlay, lune4, 2021219 PM To: Residential PM Des tient a PM(�namasteso ar com Cc: CommOev Permits <Pe, tepidwheal nQ its Subject: REOnline Forth Submittals Electrical Service Cfiange/Upgade/EleRdrel Work Permit Application Importance: High Good afternoon, Thank you forth, application. Are you the contractor who Is goingto Install the Solar as well? Tharkyou, Vanessa Roundup Permit TechWdan Building Division OfficePhone 303-235-2554 Office Hours: 7am-4pm �WheatR�lge Cor 1114rrc Dtvttoo r From: nor ply ci wbeatraee aous no rpplv@or wbrae eate m us Sent Thursday, lune 3, 2021133 pryT To: Comm Day Farm its ffenn 6(075 wheatrid go m Subject: Online Form Submittal Electrical Serves Change/Upgrac e/EIeRrlal Work Permit Application Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM 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 No electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3295 Robb St, Wheatridge CO 80033 Property Owner Name Jesse Lanyon Property Owner Phone 3034723368 Number (enter WITH dashes, eg 303-123-4567) Attach City of Wheat Ridge Electronic Payment Form - Revised 5-1-20 Electronic Payment Form - Fillable 202005011620013849 202006081141368198.odf **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTRACTOR INFORMATION Contractor Business Name Namaste Solar Contractor's License 090413 Number (This is a 5 or 6 digit numberfor the City of Wheat Ridge) Contractor Phone Number 720-305-4481 (enter WITH dashes, eg 303-123-4567) Contractor Email Address residential om0namastesolar.com Retype Contractor Email residential om0namastesolar.com Address DESCRIPTION OF WORK Scope of Work We'll be preinstalling 3/4" FMC for future solar. Location of work (garage, rooftop house, etc) Provide additional details, if We'll be preinstalling 3/4" FMC for future PV solar install needed. Project Value (contract 1000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes 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 Permit Avery Carter Email not displaying correctly? View it in your browser. .6 a. City of '� W heat Ridge COMMUNHY DEVELOPMENT APPROVED Reviewed for Code Comptiane Steven Peck 03/29/2021 Plans Examiner t uaie VaNity of cermet: fie issuance CIO PWM t w qPP--1 of plans spec0—VM and cvrnputahans shop not be a permit fa, or an opprovot of, any aalobon to any of the provislom of the but dlag code or of aW My ordinances. Aermlts presaftng to glue outhatty to v(olote or Canal the prmwons of thf Gumo g coda or Mer ongnonas of the aty shoo rot be WA Per IRC R302.13, floor assemblies located directly over a crawl space containing fuel - fired heating appliances must be fire-resistant. As an alternative means and method, we are proposing the use of mineral wool insulation between wood floor joists, which is an acceptable alternative per the 2019 APA from the Engineered Wood Association. FIRE PROTECTION OF FLOORS FP -04 Fire Protection: Mineral Wool Insulation The following fire resistance design is an alternative to the 2 -by -10 dimensional lumber prescribed in Exception 4 of 2012 IRC Section R501.3, and 2015 and 2018 IRC Section R302.13 with demonstrated equivalent fire performance. L MINERAL WOOL INSULATION CRAWL SPACE EXCEPTION° Floor sheathing A I -joist O ...,serol wool ..—lot.,,.. V In accordance with Exception 2 of the 2012 IRC Section R501.3, and 2015 and 2018 IRC Section R302.13, floor assemblies located directly over a crawl space not intended for storage or fuel -fired appliances do not require mineral wool insulation for fire protection. AUTOMATIC SPRINKLER EXCEPTION' Floor sheathing O I -joist O In accordance with Exception 1 of the 2012 IRC Section R501.3, and 2015 and 2018 IRC Section R302.13, floor assemblies located directly over a space protected by an automatic sprinkler system do not require mineral wool insulation for fire protection. Floor Fire Protection n Fire Protection of Floors Floor sheathing I -foist Q Automat c sprinkler sy,.�... V d Continued on Next Page Crawlspace Insulation Locations 3/16" = V-0" FP1 001 OF O Brian G Martin ARC.004004502 3-25-2021 FD ARC V J 0 � r (6 N 00 O N U) U) c) M L-7 0 / M�� 0 V__0 114- M M O O 00 O U a) 0) o� CY) C- N > M Revision schedule Rev 1 9-22-2020 Initial Comments Rev 2 3-25-2021 Add #1 Project number 2007 Project status CDs Date 9-10-2020 Crawlspace Fire Protection FP1 001 FOR OFFICE USE ONLY `641 Approvdby: City of SteyewPeck 1�28�21 Wheat�idge 10 octu Date COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29 -Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 REVISED FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 11/16/2020 2020-01566 PERMIT# ADDRESS: 3295 Robb Street LOT 6 , BLOCK Merkwood Estates SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently foamed or constructed building foundation comers, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 REAR: 15 SIDE: 15 SIDE: 15 If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print KARL W. FRANKLIN 01/22/2021 Dlglpllyslgnedby --"-�- Fronk lryP$ fN, F/yt`r•�.�� Karl WeNarlW DN:crr Karl W, jay Yeti FranWIN PLS,o=Altlt '37 9 i nd FrankliCoreul ts, Inc, Co- u! n m 1 ea=ALC, -C; .sj s( el 170andcacom, nPLS rrUSN�Ao--4 andcoxoe.alWicarli,c=U5 < 13:48AS-Or00' www.dwheatr[dgexmw 01/22/2021 3295 ROBB ST., WHEAT RIDGE, CO SETBACK VERIFICATION EXHIBIT GENERAL NOTES: m N '�� IT IS INTENDED TO DEPICT ONLY THE ATTACHED INDIVIDUAL LOT SETBACK/SEPARATION CERTIFICATION. rowsaxer >'S Karl W. ABBREVIATIONS:wma Franklin, a TOW.' TOP OFF;DUND477ON N)DUNDATIONWALL(PERDESIG PLSmm f a a Sam LEGEND: �I TOW.5/31.5f .' TowuxBf• mw.mm.er TOW. x811 MW. MUM, TOW. 54x.61 TOW 5134.61• 3295 ROBB ST. I LOT TOW. 5434.61' y 32.1'31.2' rows434.er rows4saer row64xer': • roWsslxer 31.1' 15'SETBACK TOW Small m LOT5 GENERAL NOTES: 1. THIS EXHIBIT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. IT IS INTENDED TO DEPICT ONLY THE ATTACHED INDIVIDUAL LOT SETBACK/SEPARATION CERTIFICATION. nsONirameaMx.i w. M"M Karl W. ABBREVIATIONS:wma Franklin, a TOW.' TOP OFF;DUND477ON N)DUNDATIONWALL(PERDESIG PLSmm f a a Sam LEGEND: N w fl fl �fl 6 m m (IN NTT) 11M=fOfl. SHEET 1 OF 1 DATE: 01/22/2021 JOB NO: 20-161 PROPERTY LINE SETBACK LINE EXISTING CONCRETE 4f- City of Wh'atP,4�dgc COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: Sbewe*v Peck 1�26�2021 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29thAve. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 111/16/20201 PERMIT# 12020-01568 ADDRESS: 3295 Robb Street LOT LI., BLOCK , Imerkwood Estates SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the pro pe lines have been determined to be: FRONT: 30 REAR: n:1 SIDE: � 5 SIDE: 15 If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): I Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Karl W. Franklin Print Karl W F rankl'i n Professional Surveyor Digitally signed by Karl W. Franklin • DN: cn=Karl W. Franklin, o=Altitude Land Consultants, Inc. ou=ALC email=karl@altitudel andco.com, c=US Date: 2020.11.16 09:54:02 -07'00' www.ci.wheatridge.co.us Date 111/16/2020 Rev 11/18 20-161 MERKWOOD LOT 6 SETBACK VER ALC JOB NO. 20-161 - DATE: 2020/11/16 IFI CAT I 0 N3295 Robb 202010568 Street a N m \ I \ � m I iii Hyl �I� I � ABBREVIATIONS: �!�I I I — a svM i N 0 s 10 20 30 W ItIN FEET IS 1 inch =10 ft. From: no-reolv(alai.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, January 25, 20219:57:51 AM Revision to Permit Application Permit Number 202001568 assigned to project PROPERTY INFORMATION Permit Number 202001568 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 3295 Robb St. Wheat Ridge, CO 80033 Jesse Lanyon 303-407-7965 Property Owner Email jessel@blueskyplumbing.com Address CONTRACTOR INFORMATION Contact Name Colorado Comfort Products Contact Phone Number 303-777-3234 (enter WITH dashes, eg 303-123-4567) Contact Email Address linda@1ccp.com Retype Contact Email linda@1ccp.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, Installation of Napoleon LVX62NX-1 Gas Fireplace adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No Field not completed. 7000 city of WheatRidae Payment Form 1-25-2021.Ddf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Linda Petrocchi Revision Email not displaying correctly? View it in your browser. `i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Officev ?303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Com'' Job Address: ' - / Permit Number: 7—d52270 ❑ 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's -ZSe`-�'lnspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4- aZn. Job Address: Z_ Ro 7—� Permit Number: J No one available for inspection: Time AM/PM Re -inspection required: Yes ,'No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: AM/PM ❑ No one available for inspection: Time Re -Inspection required: Yes No *When corrections are complete, schedule re -inspection online. inspector Date: L DO NOT REMOVE THIS NOTICE ♦6 A♦ City Of 1 �7�Iheat)dge COMMUNITY DEVELOPMENT CityofWheat Ridge Municipal Building 7500 W. 2u'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29' Ave., Wheat Ridge, CO 80033. CompanyName/Name (to whom check should he made cut to): The Elite Pipe MD 56800 E 32nd Ave City: Strasburg StateCo Zip: 80136 : 720-662-4381 david@elitepipemd.com Permit # 202002513 Permit Address: 3295 N Robb St Wheat Ridge : Reason for request: Permit for sewer/water install already exists for new build Printed NameDavid Salvidrez Signature: David Salvidrez Date: 12-16-2020 : For office use only This request has been: mApproved denied Refund Amount: $ 261.90 Approvedby: �� Daze: 12/16/20 www.d.wheatcidge.co.us i CITY OF WHEAT RIDGE / Building Inspection Division I (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ��' '' V(7 Job Address: f% / -� Permit Number: i "� —.v�VA- r,:A �e ❑ No one available for inspection: Timed\-:�k'.) AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http://www. ci, wh eatridge. co. usdnspection Date:`_-:Ak Inspector:. ' DO NOT REMOVE THIS NOTICE 1* ► � i City of Wheat Ridge '/� Residential Sewer Repair PERMIT - 202002513 PERMIT NO: 202002513 ISSUED: 12/04/2020 JOB ADDRESS: 3295 Robb St EXPIRES: 12/04/2021 JOB DESCRIPTION: Sewer line and water line repair, 40 ft long in front and back yard, water line to house to meter. *** CONTACTS *** OWNER (303)472-3368 LANYON JESSE CHRISTIE SUB (303)519-0240 R. ANDREW RUSSELL 120161 THE ELITE PIPE MD *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61500.00 FEES Total Valuation 0.00 Use Tax 136.50 Permit Fee 156.75 ** TOTAL ** 293.25 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** 1* ► � i City of Wheat Ridge '/� Residential Sewer Repair PERMIT - 202002513 PERMIT NO: 202002513 ISSUED: 12/04/2020 JOB ADDRESS: 3295 Robb St EXPIRES: 12/04/2021 JOB DESCRIPTION: Sewer line and water line repair, 40 ft long in front and back yard, water line to house to meter. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Friday, December 4, 2020 12:36:57 PM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD 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. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3295 N Robb St Wheat Ridge Property Owner Name Jesse Lanyon Property Owner Phone 303-472-3368 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email nia Address Attach City of Wheat WRP 12-4-2020 Ddt Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business The Elite Pipe MD Name Contractor's License 12 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7206624381 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email david@elitepipemd.com Address Retype Contractor david@elitepipemd.com Email Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line, Water Line water line repair? Length of repair 40' long Location of repair Front yard and back yard. (backyard, frontyard, etc) Provide additional install new 40' long water line house to meter (Front) and new details Including sewer backyard to house. installation of clean- o uts. Project Value (contract 6500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for David salvidrez Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _ Permit Number: , ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www, ci, wheatridge, co, uslinspection Date: " Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ae ze? 0/ e - 4,/ U No one available for inspection: Time AM __1 Re-inspection required: Ye No When corrections have been made, schedule for re -inspection, online at: http.11www.ci.wheatridge.co.uslinspection Date: -L//:iW -?0)nspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _2 Permit Number: _Z0 Z01 0/ S65 549 1 9 0- C 7- U No one available for inspection: Time "77AM/PM Re -inspection required: Yes No When corrections have been made, 'scheottle for re -inspection online at: http://Www. cL wheatridge. co. uslinspectidin Date: _//4, - 21'02'e"l Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE k� Building Inspection Division ~ OOP (303) 235-2855 Office - INSPECTION NOTICE Inspection Type: Foo Job Address: e - Permit Number: 2-V 00 <5) f ❑ No one available for inspection: Time Z-,,97 AM Re -Inspection required: Yes, -,-No *When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatrldge.co.us inspection Date: //-/0 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE k� Building Inspection Division ~ OOP (303) 235-2855 Office - INSPECTION NOTICE Inspection Type: Foo Job Address: e - Permit Number: 2-V 00 <5) f ❑ No one available for inspection: Time Z-,,97 AM Re -Inspection required: Yes, -,-No *When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatrldge.co.us inspection Date: //-/0 Inspector: DO NOT REMOVE THIS NOTICE X1441 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 67 Job Address: Permit Number: G ?_0 e �{ ❑ No one available for inspection: Time jig ,PM Re -Inspection required: Yes > No When corrections have been made, schedule for re -inspection online at: h ttp://www, ci. wheatridge, co, usdnspection Date:Inspector: -�o DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ` Permit Number: a -Q( S ALI ❑ No one available for inspection: Tim`)w/PM Re -Inspection require�es_ No When corrections have been mad Soul f�eCre-inspection online at: http //www.ci.wheatridge.co.uns ct, n Dat . fnspecto City of Wheat �idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P:303.235.2846 F:303.235.2857 August 28, 2018 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3205, 3217, 3239, 3251, 3273, 3295 and 3325 Robb Street CURRENT ADDRESS: • 11435 West 32nd Avenue Merkwood Estates a replat of a portion of Brookside Subdivision, Lots 1-7, Section 28 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbakerAieffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(&jeffco.us and edelypko@ieffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda i.martinez(a)usps.gov and krissy.j.summerfield(a»usps.gov and arlene.a.vickrey@usps.gov and bill,, hg i�usps.aov 8. Xcel Energy, sandra.cardenas(ncr�,xcelenerg m 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Vicinity Map MERKWOOD ESTATES A REPIAT OF A PORTION OF BROOKSME SUBDIVISION #MG A PORllON OF 1HE SOLFMWPST CAJAM_it UP 'HC NCO.IHWEST CrJARTtR C* SECT'ON A TOWNWIP 3 SCXf1M RAMI 54 WEV 0- THE 6TH P.M, __ R CRY'JF WHEAT a!pGC, C4UNK OF JEFFERSON $FATE Of COIUNAf].'? I � 325f 3239 ?217 3205-'" i i.,.. •� I � " 11 4 � C��l� �,'w'!'a�.w � . ' r ..� �1 +-e+,S ; Lea �< �+.f:2 ` �' ° tl t°�" s � .,. . a..� °iii w � ... �' I y^�5 � � w}.y_ <• ama.M �:• � RSM rY � .. ; 95�� ..• •_u ' 1,1 Ff t� j 114°. a.wl�.a�wnwwenu. i�E� '•®_ ay.. «., m,. ', ' W W " City of Wheat Ridge Single Family - New PERMIT - 202001568 PERMIT NO: 202001568 ISSUED: 10/26/2020 JOB ADDRESS: 3295 Robb St EXPIRES: 10/26/2021 JOB DESCRIPTION: New single family home. Sq ft: 5,489 *** CONTACTS *** OWNER (303)472-3368 LANYON JESSE CHRISTIE GC (303)668-4650 DAVID NEB 070205 NORTHLAND CONSTRUCTION SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 672,182.94 FEES Total Valuation 0.00 Plan Review Fee 31031.31 Use Tax 14,115.84 Permit Fee 41663.55 Engin. Review Fee 150.00 ** TOTAL ** 21,960.70 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25°%) of the gross lot area and no less than one hundred percent (100°%) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. At maximum building coverage. No additional structures permitted beyond what is shown on approved plans. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. change to valuation From: no-renlv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, August 12, 2020 10:29:18 AM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3295 Robb St. Wheat Ridge, CO 80033 Property Owner Name Jesse and Christie Lanyon Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address 303-472-3368 jessel@blueskyplumbing.com Attach City of Wheat Wheat Ridae payment form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Northland Construction What is your role in the General Contractor project? Wheat Ridge 070205 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-668-4650 (enter WITH dashes, eg 303-123-4567) Contact Email Address office@northland-construction.com for Plan Review Comments Retype Contact Email office@northland-construction.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments New single-family home, conforming home in a newly developed subdivision ,;e NWLSD - 3295 Robb St. - Availability Letter BW. odf MWES Lot 6 184579S (1).odf Energy Calcs Lanyon Main System Manual J.D.S.odf Construction Plans scanned on 11'x17" or larger Project Value (contract $650,000 5,489 sq ft ' $122.46 = 672,1823 value or cost of ALL 10/13/2020 bf materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for David Neb Permit 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. Email not displaying correctly? View it in your browser. City of Pr Wheatljdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 8-12-2020 Project Address: 3295 Robb St. Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Project Type/Description: Northland Construction New single family home Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, William P. Willis * , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. AgenCV represented: (Please check one) o Wheat Ridge Water District 0 Wheat Ridge Sanitation District 0 Consolidated Mutual Water District 0 Clear Creek Sanitation District 0 Valley Water District 0 Fruitdale Sanitation District 0 Denver Water 0 Westridge Sanitation District cx Other Northwest Lakewood Sanitation Dist. Agency Notes: Applicant must meet all District Standards and previous correspondence. For connection of service, provide application and fees to the District. Signature: C!/��c%�— * Date: os-iz-zozo ./�AMAULT MARTIN/MARTIN 00000"CONSULTING CONSULTING ENGINEERS August 5, 2020 David Neb Northland Construction 303.668.4650 Email: david@northland-construction.com Re: Northwest Lakewood Sanitation District -3295 Robb St. Martin/Martin, Inc Project No.: 17.0638 Dear Mr. Neb, On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received August 4, 2020, concerning a proposed Single-family home development at the above referenced address. The Northwest Lakewood Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Northwest Lakewood Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Robb Street. It appears the 8 -inch mainline in Robb St. could service the property depending on the location of the sanitary service line in relation to the mainline. Connection to the mainline must be made with a Wye connection. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Utility Locates All projects must meet Colorado Revised Statue Title 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Costs All costs involved are to be deposited in advance—engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware of all fees are due prior to connection. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Northwest Lakewood Sanitation District -3295 Robb St. August 5, 2020 A''%" water meter sizing for single family residence is anticipated, if this is not correct the District must be notified immediately prior to construction. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 - hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Steve Beck— Northwest Lakewood Sanitation District Page 212 City or r W heat 1jdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 8-12-2020 Project Address: 3295 Robb St. Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Northland Construction Project Type/Description New single family home Signature of Firm Representative or Individual: Z�)a.4"Zd AI)e6 DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, M 1 Ss —FhagpI�� , am a duly authorized representative of the agency indicated�beloWrnd do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o eat Ridge Water District Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: lffef` t Ce -JL 5 Qua 110-11- Llano lm? ,' I U /?S. I"erlh lri�/9?15 `L Signature: epresenthtive / C t'fl m5 o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other A /n r CAL teA c,-&9i�i1 re�– Date: "ILI o°44 City of -ITWh6at id c COMMUNY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: qS General Contractor: Al L-1�,.j 4�,,iL FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: [[ , �, I'1 46.1T Contact Phone#: -1113- LW-7�$� — Wheat Ridge Contractor License#: C71 -783S (required field) State License #: lo6a Master License #: /8a'9d3 Printed Name of Alutho ' ed Agent tgnatur ofAutho. ed Agent Date �J City of Wheat�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3agS ISA St-_ General Contractor: A%)(i-l.4 // a t-yA� FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION II i Company Name. Ljl -1/111 Contact Phone #:303'" yJ% %96 � Wheat Ridge Contractor License #:0 17b-2jS- (required field) &" N—,;io Date City of f Wheat�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3�aSs ?,," General Contractor: NLAL...i ( a FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name -IL . �- - I Nt ! Contact Phone #: X-> go -7- %965 - Wheat Ridge Contractor License (required field) State License#: /06oi. Master License #:CV)30S1� �iS� 3. Lah. 1f Printed Name of Author' ed Agent p Signature of Authorized Agent Date A.G. WASS E NAAR GEOTECHNICAL - ENVIRONMENTAL CONSULTANTS Merkwood Homes 6990 West 38th Avenue, Suite 300 Wheat Ridge, Colorado 80033 Attention: Mr. Brian Stamm Subject: Soil and Foundation Study Proposed Residential Structure Lot 6 Merkwood Estates Wheat Ridge, Colorado Project Number 184579 Purpose 2180 South Ivanhoe Street, Suite 5 IN C Denver, Colorado 80222-5710 303-759-8100 www.agwco.com September 25, 2018 UN eL N MUST BE ON SITE FOR INSPECTION - ALi Ltr,,t§jre 6U4Jfr,J to -Field Inspections As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed single family residential structure. This letter presents a summary of our findings and recommendations. Proposed Construction The proposed structure will be up to three stories supported upon a reinforced concrete foundation. The structure will be wood framed with a full depth, garden level, or walkout basement beneath the living areas. Subsurface Conditions The field exploration included drilling a 4 -inch diameter auger boring near the center of the lot. The subsurface conditions encountered are shown on Figure 1, including the results of penetration tests at the locations of sampling. Laboratory Testing Samples obtained during drilling were returned to the laboratory. They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. The test results are summarized on Figure 1. Based upon visual observation of the subsurface conditions encountered and laboratory testing for this and/or adjacent lots, it is our opinion that the subsurface materials generally exhibit low potential for expansion and compression. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Site Preparation For Foundation Construction At the time of our study, the water table was located approximately 6 feet below the existing ground surface. This is 2 feet above our assumed footing subgrade level. It is possible that after excavation for the foundation system, ground water may be sufficiently close to the surface to result in soft, rutting, unstable soils which will not be suitable for support of the proposed construction. Therefore, we recommend the foundation be constructed no more than 6 feet below the existing grade. Merkwood Homes Project Number 184579 September 25, 2018 Page 2 If soft, rutting soils become a problem, either soil stabilization or a combination of dewatering during construction and stabilization with rockfill may be necessary. Our office should be retained to observe a proof -roll of the foundation system subgrade to determine if stabilization will be required. Site preparation for the foundation system for the proposed residence may be accomplished by excavating the site 2 feet below the proposed bottom of footing a distance of at least 2 feet beyond the edge of the footing. The soft, rutting soils must then be stabilized by placing 6 -inch minus crushed rock or an equivalent material, which must be evaluated by our office prior to use. Crushed concrete should not be used. The material should be placed in approximately 8 - inch loose lifts and rolled into the underlying soft or loose soils. This procedure should continue until a front-end loader with loaded bucket, or equivalent, can be supported on the rock fill with no significant deformation. Subsequent gravel layers should be placed accordingly until foundation elevation has been obtained. In some cases, the placement of a biaxial geogrid or equivalent has helped to provide a stable surface while reducing the amount of gravel required. We must be retained to observe whether the subgrade is stable prior to foundation construction. Foundation Recommendations Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon spread or pad -type footings bearing on the natural undisturbed soils. All footings must bear at basement level. The footings should be designed for a maximum bearing pressure of 2,500 psf with a minimum dead load pressure of 800 psf. Four -inch void material should be installed in areas where the minimum dead load cannot be attained. Footing dimensions and foundation structural elements should be determined by a structural engineer. Concrete in contact with the subsurface materials should be designed for severe (S2 or RS2) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as determined from the appropriate building code for this jurisdiction. Bearing materials loosened by machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of loose soils are encountered in foundation excavations. If this condition occurs, the footings should extend to firm soils. Exterior footings should bear at least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should be protected from freezing during construction. All footing excavations should be observed by AGW prior to placement of concrete. The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure based upon an equivalent fluid density of 65 pounds per cubic foot (pcf) for the "at rest" condition or 50 pcf for the "active" condition. The "active" condition should only be used where wall movements of at least 0.5% of the wall height are allowed. These values have been provided without considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain system and proper surface drainage as discussed later in this report may lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. Basement Floor Construction A basement slab performance risk evaluation was conducted in general conformance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Merkwood Homes Project Number 184579 September 25, 2018 Page 3 Movement of foundations and concrete flat work will occur with time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with slab cracking of up to 1/4 -inch in width and/or differential are considered normal. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion. There is currently no type of testing or correlation of factors that will definitively predict the amount of heave that a floor slab will exhibit. Therefore, it may be possible that heaves less than or in excess of what is considered "normal" may be experienced. For sites with a risk assessment of high or very high, we recommend an interior floor system engineered for expansive soils be constructed. An alternative to the use of an engineered floor system, such as soil modification to reduce the risk assessment, may also be considered. In addition, an engineered interior floor system is recommended for all finished areas or any other areas where floor movements cannot be tolerated. Based upon our evaluation of the subsurface conditions at this site, it is our opinion that the slab performance risk for this site is low. If this risk of movement is not acceptable, engineered interior floors should be constructed or an alternative such as soil modification should be considered. If the Builder and/or Owner desires to construct a concrete slab -on -grade and accepts the risk of slab movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria: 1. Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 2. Slab bearing partitions should be constructed with a minimum 2 -inch void space. Stairways bearing upon the slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the structure. 3. Plumbing and utilities should be isolated from the slab. 4. Where a forced -air heating system is used and the furnace is located on the slab, we recommend provision for a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also be provided with flexible connections capable of accommodating the same magnitude of movement as specified above. 5. Provide frequent control joints in the slab. Following these recommendations should reduce damage caused by movement of the floor slab. The void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. We are available to provide further consultation regarding basement slab performance risk assessments. C Wheat Ridge Bulldiny Divison Merkwood Homes Project Number 184579 September 25, 2018 Page 4 Craw/ Space Construction The crawl space ground surface should be sloped to the perimeter drain system. Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage. The recommended clearance from the crawl space ground surface to the engineered floor system should meet applicable codes as well as be increased by the recommended foundation void height. In addition, all plumbing lines should be isolated from the ground surface or foundation walls by at least the height of the previously recommended void thickness. During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials. If these conditions exist, the area should be evaluated and mitigated, as necessary. Crawl space areas should be constructed with consideration given to proper ventilation and moisture management. Provisions such as the installation of a vapor retarder should be utilized to reduce the amount of moisture (humidity) in the crawl space air. The Client and any future Owner should be aware that crawl space areas are subject to various air quality issues. A consultant specializing in ventilation and air quality control should be contacted to provide any additional recommendations. Such recommendations are beyond the geotechnical scope of this study. The environmental division of AGW is capable of providing such services. Refer to "Homeowner's Guide To Moisture Management" by Tri - County Health Department (Brochure Number S-323) for additional information. Fill Placement Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches should be properly bedded. The new fill should be of similar soil type as the existing subgrade material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular soils. The moisture content of the compacted material should be between optimum and 4% over optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular soils. Density compaction testing must be performed upon any new fill placed beneath the foundation of the structure. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Subsurface Drainage As discussed previously, the level of the water table was measured at 6 feet below the existing ground surface seven days after drilling. This is 2 feet above our assumed basement floor level. During wetter seasons or wetter years, the water table may rise 3 feet or more depending on post -construction site conditions. Therefore, the basement floor level should be established as high as practical to reduce pumping of ground water. A waterproof material should be applied to foundation walls, and a subsurface drainage system provided. The drainage system should consist of 4 -inch diameter perforated, rigid, PVC pipe placed around the perimeter of below grade areas with the bottom of the Merkwood Homes Project Number 184579 September 25, 2018 Page 5 drain pipe at least 4 inches below the corresponding foundation subgrade. The pipe should be placed in an envelope of free -draining gravel. At least 6 inches of free -draining gravel should be placed below the basement floor level and connected to the perimeter drain system to reduce moisture transfer through the floor slabs and to assist in the collection of ground water. If moisture sensitive floor coverings may be placed on the slab, a vapor retarder should be constructed between the slab and the drain gravel. For additional information, refer to Figure 2 for suggested drain construction information. If a sump pit is installed, it should be monitored for water accumulation and proper operation. The water level in the sump pit should not be allowed to rise above the bottom of the foundation drain inlet pipe(s). A pump should be installed in the sump pit during construction and should be maintained by the Homeowner. The sump pump may pump daily or continuously, especially during the landscaping irrigation season. The water should discharge outside the foundation wall backfill zone into a swale and be directed to flow off the lot. A curb chase may be required where the water discharges across sidewalks. These recommendations will provide a method for removal of free water that intersects the drain. However, they will not eliminate the possibility of very moist soils or free water. Surface Drainage The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the structure is completed: Excessive wetting or drying of the open foundation excavation should be avoided as much as practical during construction. 2. The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. 3. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. Drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Natural drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. 6. Roof downspouts and drains should discharge well beyond the limits of foundation backfill. Merkwood Homes Project Number 184579 September 25, 2018 Page 6 7. Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls. Sprinkler lines, zone control boxes, and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Limitations We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions. No other warranty, express or implied, is made. The location of the test boring drilled and the laboratory testing performed for this study were designed to obtain a reasonably accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not indicated by the boring are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be considered valid for use by Others without written authorization from AGW. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. If we can be of further service in discussing the contents of this letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, A. G. W Michael R. Conner, Senior Engineer �.1,, R. s �� P ov- 0; 30731 1n:a a • Attachments: Figures 1 and 2 Statement of Services Reviewed by: Keith D. Seaton, P. E. Senior Engineer MRC/KDS/Iia A.G. WASSENAAR INC. CLIENT Merkwood Homes PROJECT NAME Merkwood Estates PROJECT NUMBER 184579 PROJECT LOCATION Wheat Ridge, Colorado L6 DATE DRILLED August 6, 2018 GROUND WATER LEVELS: DRILLING METHOD 4 -inch Solid Stem Auger �Z AT TIME OF DRILLING 11 feet NOTES 7 DAY(S) AFTER DRILLING 6.5 feet ATTERBERG w c 0 Z LIMITS CLOMATERIAL CL LIJ Z Qv DESCRIPTION a o mOz �� LU � �J N S� Cw Q�� .. �o No o tn� g� z � 0 U z0 ^ 5 i LO i L5 i i n� s h i X Y L Fill, clay, stiff to very stiff, silty, very sandy, moist, brown to dark brown Clay, stiff, silty, slightly sandy to sandy, with sand lenses, moist to very moist to wet, brown to dark brown MC 1 14 / 12 1 95 1 26 1 1.5 Bottom of borehole at 20.0 Figure 1 U MC 1 10 / 12 1 84 1 37 1 0.4 1 APPLY WATER PROOFING TO FOUNDATION WALL. NON -WOVEN GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER) PLACED ACROSS ENTIRE WIDTH OF DRAIN GRAVEL. DRAIN GRAVEL (SEE NOTE #4) GRAVEL SHOULD FILL ENTIRE TRENCH AND EXTENC LATERALLY TO FOUNDATION WALL AND UP AS BACKFILL TO INTERCEPT ANY SEEPAGE OBSERVED ON EXCAVATION WALL. DRAIN PIPE - (SEE NOTES #2 & 3) AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN PIPE AT LEAST 4" BELOW BOTTOM OF FOOTING OR PAD EXTEND POLYETHYLENE TO OUTSIDE EDGE OF BOTTOM OF TRENCH. FTG 12 INT/EXT-SOG SEPTEMBER 2007 A.G. Wassenaar Geotechnical and Environmental Consultants C. NOTES: 1. DRAIN MUST SLOPE TO A POSITIVE GRAVITY OUTLET AND/OR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING 2. SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 1/8" PER FOOT (i.e. 1%) 3. 4 -INCH DIAMETER RIGID PERFORATED PVC PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN APPROVED SUBSTITUTE 4. GRAVEL SPECIFICATION: 2" MINUS WASHED ROCKIGRAVEL, POORLY GRADED WITH NO MORE THAN 30% PASSING THE 3/8" SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR AS APPROVED BY THE GEOTECHNICAL ENGINEER FOUNDATION WALL MINIMUM 10 MIL POLYETHYLENE BARRIER OR EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER. ATTACH TO WALL AFTER WATER PROOFING AND EXTEND AT LEAST 1 FOOT UP ON WALL AND BENEATH FLOW LINE OF PIPE. SLOPE TOS DRAIN JOINT DRAIN GRAVEL - (SEE NOTE 4) GRAVEL SHALL FILL ENTIRE TRENCH AND EXTEND LATERALLY TO EDGE OF FOOTING AND UP TO BOTTOM OF SLAB. MINIMUM OF 6" OF GRAVEL SHOULD BE PLACED BENEATH THE ENTIRE SLAB. MINIMUM DO NOT EXCAVATE WITHIN A 1:1 LINE EXTENDING DOWN AND AWAY FROM EDGE OF FOOTING. MAINTAIN THIS ANGLE OF EXCAVATION TO A DEPTH OF TWICE THE FOOTING WIDTH. FOOTING FOUNDATION TYPICAL INTERIOR/ EXTERIOR DRAIN DETAIL FIGURE 2 ADDITIONAL CROSS CONNECTION DRAIN PIPE (SEE NOTES 1 AND 3) CONCRETE 6" MINIMUM t 5' MAX 0— I4 g I MINIMUM DRAIN PIPE - (SEE NOTES #2 & 3) AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN PIPE AT LEAST 4" BELOW BOTTOM OF FOOTING OR PAD City of �Wheat,R COMMUNITY DEVELOPMENT Date: October 16, 2020 Location: 3295 Robb Street ATTENTION: BUILDING DIVISION SINGLE FAMILYIDUPLEX BUILDING PERMIT APPLICATION REVIEW I have reviewed the submitted application documents to construct a New home - SFR located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: Yes✓ No ✓ OK NOTO ; refer to stipulations. 2. I/ Public Improvements required & to be completed with ro ect: a. street paving/patching: Yes ✓ No Completed b. curb & gutter: Yes ✓ No Completed c. sidewalk: Yes ✓ No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: HYes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. 5. II Mark Van Nattan Digitally signed by Mark Van Nattan Dale: 2020.10.16 12:03:40 -06'00' Signature Mark Van Nattan Stipulations: Re: red -lined Site Plan for details. October 16, 2020 Date 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V 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. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: October 16, 2020 Location of Construction: 3295 Robb Street Purpose of Construction: New Home - SFR Single Family JF71� Commercial El Multi -Family _a Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: October 16, 2020 ADDRESS: 3295 Robb Street 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 303-235-2870 Sincerely, Mark`/an Nattan Digitally signed by Mark Van Nattan V Date: 2020.10.16 12:04:15 -06'00' Signature Mark Van Nattan CC: File w .ci.wheatridgexo.us Rev 0420 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 202001568 202001568 ISSUED: 3295 Robb St EXPIRES: New single family home. Sq ft: 5,489 10/26/2020 10/26/2021 **REVISION: Installation of Napoleon LVX62NX-1 Gas Fireplace. Added valuation: $7000 *** CONTACTS *** OWNER (303)472-3368 LANYON JESSE CHRISTIE GC (303)668-4650 DAVID NEB 070205 NORTHLAND CONSTRUCTION SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING SUB (303)407-7967 STEPHEN LANYON 017835 BLUE SKY PLUMBING SUB (303)777-3234 DAVID G. HALL 017082 COLORADO COMFORT PRODUCTS,INC. *** PARCEL INFO *** ZONE CODE: R-1 / Residential SFR USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 679,182.94 FEES Total Valuation 0.00 Plan Review Fee 31056.33 Use Tax 14,262.84 Permit Fee 41702.05 Engin. Review Fee 150.00 ** TOTAL ** 22,171.22 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. For o - r two-family dwellings, the first twenty-five feet (25') of driveway a £rom the o fisting edge o£ pavement into the site shall be raced with c rete, asphalt, br1eK pavers o malar materials. A right -o£ -way permit may be required;ocontact Public si WorKs Department at 303-235-2861. No C.O. may be ued until public improvements are complete as identified in the Subdivision Improvement Agreement. Prior to of a CO, 2 tree (s) shall be planted within the front etbacK. In additionsu cless than twenty -£five percent (25%) o£ the gross lot area and no less than one hundred peoncent (100%) o£ the Front yard shall be landscaped. All landscaping shall be nformance with Section 26-502 of the Zoning and Development Code. All landscaping shall v nstalled i ordance with the approved landscape plan prior to C.O., landscape agreement with £financial guarantee in the amount o£ 125% o£ the cost o£ the installation shall be required. At m m building coverage. No additional structures permitted beyond what is shown on approvednplans. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltwso��tbeaml�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o..°lnsaocumenta=pda.i,esw asworsc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicaq'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb ce de orr anh� d naana o tre elation of [hist' add' ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any /qpp sa je co y or g duns pprov lec pec ion. Signature of Chief Building Official Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. From: no-reolv(alai.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, January 25, 20219:57:51 AM Revision to Permit Application Permit Number 202001568 assigned to project PROPERTY INFORMATION Permit Number 202001568 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 3295 Robb St. Wheat Ridge, CO 80033 Jesse Lanyon 303-407-7965 Property Owner Email jessel@blueskyplumbing.com Address CONTRACTOR INFORMATION Contact Name Colorado Comfort Products Contact Phone Number 303-777-3234 (enter WITH dashes, eg 303-123-4567) Contact Email Address linda@1ccp.com Retype Contact Email linda@1ccp.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, Installation of Napoleon LVX62NX-1 Gas Fireplace adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. Field not completed. No Field not completed. 7000 city of WheatRidae Payment Form 1-25-2021.Ddf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Linda Petrocchi Revision Email not displaying correctly? View it in your browser.