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5391 Newcombe Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office 1-.�-- INSPECTION NOTICE Inspection Type: Job Address: _ 5'_ Permit Number: ❑ No one available for inspection: Time(ice AM/PM rte, Re -Inspection required: Yes I When corrections have been i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4-1cp Job Address: --, Ce . Permit Number: (� ' ❑ No one available for inspection: Tim - AM/PM Re -Inspection required.<" Ye No When corrections have been made sck dule for re -inspection online at: http✓/www.ci.wheatridge.co.u�n pection .... Dat�Inspector i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0-�_ ❑ No one available for inspection: Time Re -Inspection required:-( �No Ir When corrections have been made, schedule for re -inspection online at. h ttpYAvww. ci. whea tridge. co. usrnspection Date: ) �� P_,_ 455" Inspector: DO NOT REMOVE THIS NOTICE x City of Wheat Ridge Residential Solar PERMIT - 201902102 PERMIT NO: 201902102 ISSUED: 10/10/2019 JOB ADDRESS: 5391 Newcombe St EXPIRES: 10/09/2020 JOB DESCRIPTION: Residential solar 4.48 kW PV solar flush mount on roof. *** CONTACTS *** OWNER (303)431-6691 LYDICK TRUST SUB (720)504-0005 DAVID WALDMAN, CASEY COLE ANDY 190254 ARE SOLAR SUB (720)883-4838 ARI GOLDBERG 180372 GOLDSTAR ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,700.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 thisyermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an .that all work to be, performed is disclosed in this document and/or its' accompanying approved plans and specifications. � D A u % i �1 Signature of OWNER or �`ONTRACTOR) (Circle one) Date 1. This permit was issued based on the-ir6or`mation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantf a permit s 1 not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or ra din ce or r ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ` Wheat j dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 n� Office: 303-235-2855 * Fax: 303-237-8929 - Inspection Line: 303-234-5933 Email: permitsp_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: j6103_11 47 Plan/Permit # �-- Plan Review Fee: Lt�� Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: �KIP 64orov"^i Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Phone:�D Architect/Engineer: Architect/Engineer E-mail: (� p►n l wU-,r9Vf-chf SC, (-om Phone: 90 Contractor Name: AGS"�'✓ [<--A City of Wheat Ridge License #: Contractor E-mail Address: Phone: r gni} 0 For Plan Review Questions & Comments (please print): CONTACT NAME (pleaseprint): Gt� t' � (- 1 C� Phone: 2 70 -q-71 -71 —0 6 CONTACT EMAIL(p/ease prin . Sub Contractqrs (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: 60tCA 5th f � �y Plumbing: Mechanical: W.R. City License # I -so -Z' W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL 2 RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 4 S t ,II (� r � � v, S k _ r Sq. FULF BTUs Gallons Amps Squares For Solar:�'� `rJ KW Tom# of Panels -L; : Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER(CONTRACTO) oror AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last Dame): (' C - DATE: Printed Name: ZONING COMMMENTS: Reviewer: C1Seh BUILDIN PARTMENT CO S: Revie r PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: T�R E n s I n E E R s VSE Project Number: U2533.0105.191 September 25, 2019 ARE Solar ATTENTION: Casey Cole 2183 S Downing St. Denver, CO 80210 REFERENCE: Matt Lydick Residence: 5931 Newcombe Street, A4wadti, CO 80004 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Please note that a representative of Vector Structural Engineering has not visited the site. However, a site survey has been performed and photos of the existing structure have been submitted for our review. Design Parameters Code: International Building Code, 2015 Edition & International Residential Code, 2015 Edition Risk Category: II Design wind speed: 136 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 25 psf Design snow load on roof: 30 psf (non-reducible) Existing Roof Structure Roof structure: 2x4 manufactured trusses @ 24" O.C. Roofing material: asphalt shingles Roof pitch: 7:12 Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2015 IBC, Section 1607.125). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we cOWule that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations ,A the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because these m lateral forces is less than 10%, this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC. Thus the exi�i' later�� resisting system is permitted to remain unaltered. �� 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectVe.corr To� E n G i n E E R S Limitations VSE Project Number: 02533.0105.191 Matt Lydick Residence 9/25/2019 Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. Please note that a representative of Vector Structural Engineering has not visited the site. However, a site survey has been performed and photos of the existing structure have been submitted for our review. VECTOR STRUCTURAL ENGINEERING, LLC Clifton Digitally signed by Clifton Palmer Date: 2019.09.26 Palmer 12:50:01 -06'00' Clifton Palmer, P.E. CO License: 51669 - Expires: 10/31/2019 Project Engineer Enclosures CMP/yca GdV of �1r'ao�R,ag® n 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / vector".com JOB NO.: U2533.0105.191 TSUBJECT: WIND PRESSURE E n G I n E E R S PROJECT: Matt Lydick Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 136 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable Roofs 27° < 0:5 45° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 1.0 Figure 30.4-2C Zone 2 GCP: 1.2 Zone 3 GCP: 1.2 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 Note: Calculations per ASCE 7-10 (enter largest abs. value) (enter largest abs. value) (enter largest abs. value) KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 34.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: p = qh GCP — GCP; Equation 30.9-1 Zone 1, p [psf]: 34.2 psf (1.0 W, Interior Zones*) Zone 2, p [psf]: 41.0 psf (1.0 W, End Zones*) Zone 3, p [psf]: 41.0 psf (1.0 W, Corner Zones* within a) (a= 3 ft) G`1" of t gage �d�n9 16"Ailo" JOB NO.: U2533.0105.191 YET � � SUBJECT: CONNECTION n G I n E E R S PROJECT: Matt Lydick Residence Lag Screw Connection Capacity: Demand: 24.6 4.0 11.0 271 Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. 2 Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (lbs) Grade: SPF (G = 0.42) zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 20.5 4.0 11.0 225 Number of Screws: 1 2 Prying Coefficient:1 1.4 Total Capacity [lbs]: 586 Demand< Capacity 3 24.6 4.0 11.0 271 CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). City of Wheat Ridge Iding Division 24.6 4.0 11.0 271 CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). City of Wheat Ridge Iding Division SECTOR E n G I n E E R S PROJECT: Matt Lydick Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD (D) Roof Pitch/12 7.0 Asphalt Shingles 2.3 1/2" Plywood 1.2 Framing 3.0 Insulation 0.5 1/2" Gypsum Clg. 2.0 M, E & Misc 1.5 II DL 10 1.0 PV Array DL 3 JOB NO.: U2533.0105.191 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading psf psf psf psf psf psf 1.16 2.0 psf 1.16 1.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 2015 IBC, Section 1607.125 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pn, [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 7.0 7.0 30 30 25 25 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 17 17 30 30 No Yes Figure 7-2b Figure 7-2b 1.00 0.66 17 11 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 ASCE 7-10, Section 7.4 ASCE 7-10, Section a7.4 ASCE 7-10, Figure 7-2 ASCE 7-10, Equatlon' 4-1 JOB NO.: U2533.0105.191 TSUBJECT: LOAD COMPARISON E n G 1 n E E R S PROJECT: Matt Lydick Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr [psf] 20 0 S [psf] 30 30 Maximum Gravity Loads: Existing With PV Array (D + Lr) / Cd [psf] 24 1 15 JASCE 7-10, Section 2.4.1 (D + S) / Cd [psf] 35 1 38 JASCE 7-10, Section 2.4.1 (Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr) Maximum Gravity Load [psf]:1 35 38 Maximum Member Fo GEOMETRY Span(ft) 50.0 (Approximate) Solar Panel Array Start, a (ft) 8.5 (Approximate) Solar Panel Array Length, b (ft) 21.7 (Approximate) Truss/Rafter Spacing (ft) 2.0 MEMBER FORCES Vertical Reaction, Vl (lbs) Vertical Reaction, Vz (lbs) Existing With PV Array Ratio 1760 1829 104% 1760 1803 102% OK OK Existing With PV Array Ratio Moment @ Center, M (lbs -ft) 21996 23019 105% OK The gravity loads and; thus, the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. 04 of W heatyogp F(NCJ--N" 'Q+v,s�on JOB NO.: U2533.0105.191 TSUBJECT: SOLAR LAYOUT E n G I n E E R S PROJECT: Matt Lydick Residence 0\1 pt SOLARNEW ENHANCEMENTS MOUNT � me UNIRAC A HILT] GROUP COMPANY SOLARMOUNT defined the standard in solar racking. New enhancements are designed to get installers off the roof faster than ever before. Components are pre -assembled and optimized to reduce installation steps and save labor time. Our new grounding & bonding process eliminates copper wire and grounding straps to reduce costs. Utilize the microinverter mount with a wire management clip for an easier installation. SOLARMOUNT INTEGRATED BONDING ADVANTAGE LOSE ALL 012103 iicTFn BONDING & GROUNDING MECHANICAL LOADING SYSTEM_RRE CLASSIRCATION aN11dge I A-v� N�- TYPE .� !0 r�T�_DU�S T ��� us r6 MOUN, GET OFF THE ROOF FA TERTHAN EVER B FE OPTIMIZED COMPONENTS • VERSATILITY • AVAILABILITY • DESIGN TOOLS P4�SOLAR NEW ENHANCEMENTS MOUNT 1\1� OPTIMIZED COMPONENTS INTEGRATED BONDING & PRE -ASSEMBLED PARTS Components are pre -assembled and optimized to reduce installation steps and save labor time. Our new grounding & bonding process eliminates copper wire and grounding straps or bonding jumpers to reduce costs. Utilize the microinverter mount with a wire management clip for an easier installation. VERSATILITY ONE PRODUCT - MANY APPLICATIONS Quickly set modules flush to the roof or at a desired tilt angle. Change module orientation to portrait or landscape while securing a large variety of framed modules on flat, lowsloped or steep pitched roofs. Available in mill,clearand dark anodized finishes to outperform your projects financial and aesthetic aspirations. AVAILABIEIT'v NATIONWIDE NETWORK Unirac maintains the largest network of stocking distributors for our racking solutions. Our partners have distinguished their level of customer support, availability, and overall value, thereby providing the highest level of service to users of Unirac products. Count on our partners for fast and accurate delivery to meet your project objectives. Visit Unirac.com for a list of distributors. AUTOMATED DESIGN TOOL :e�U N I RAC INTEGRATED BONDING SPLICE BAR A HILT] GROUP COMPANY INTEGRATED BONDING MIDCLAMP INTEGRATED BONDING L -FOOT w/ T -BOLT DESIGN PLATFORM AT YOUR SERVICE INTEGRATED BONDING Creating a bill of materials is just a few clicks away with U -Builder, a MICROINVERTER MOUNT powerful online tool that streamlines the process of designing a code w/ WIRE MANAGEMENT compliant solar mounting system. Save time by creating a user profile, and recall preferences and projects automatically when you log in. You will enjoy the ability to share projects with customers; there's no need to print results and send to a distributor, just click and share. IINIRpC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT UNMATCHED EXPERIENCE TECHNICAL SUPPORT Unirac's technical support team is dedicated to answering questions & addressing issues in real time. An online library of documents including engineering reports, stamped letters and technical data sheets greatly simplifies your permitting and project planning process. x ENGINEERING EXCELLENCE BANKABLE WARRANT', CERTIFIED QUALITY PROVIDER Unirac is the only PV mounting vendor with ISO certifications for 9001:2008, 14001:2004 and OHSAS 18001:2007, which means we deliver the highest standards for fit, form, and function. These certifications demonstrate our excellence and commitment to first class business practices. a 10 DESIGN TOOLS 21 PERMIT DOCUMENTATION BANKABLE WARRANTY As a Hilti Group Company, Unirac has the financial strength to back our products and red ----e your r;;!;. Have peace of mind knowing you are receiving products of exceptional quality. '�;;V,RMGUNT is covered by a 10 -year limited p.oduct warranty and a 5 -year limited Finis! warranty. PROTECT YOUR REPUTATION WITH QUALITY RACKING SOLUTIONS BACKED BY ENGINEERING EXCELLENCE AND A SUPERIOR SUPPLY CHAIN © PUB-15FEB02 - DIGITAL UPDATES Single Phase Inverter < with HD -Wave Technology m for North America ;0_SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / SE7600H-US / SE10000H-US / SE11400H-US � M e e o e s solar-,.. .... ?" w solar .3?!- ...: a 7 + W Optimized installation with HD -Wave technology Specifically designed to work with power optimizers R Record-breaking efficiency L7 Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp P Fixed voltage inverter for longer strings I Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 f` UL1741 SA certified, for CPUC Rule 21 grid compliance I Extremely small Built-in module -level monitoring okl o` 'W o� 9.,d90 § Outdoor and indoor installation \6 09 9 Optional: Revenue grade data, ANSI C12.2 Class 0.5 (0.5% accuracy) solaredge.com SO 1 a rMjeQ7- Single Phase Inverter with HD -Wave Tec n0 ogy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER OUTPUT SEXXXXH-XXXXXBXX4 Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V j 7600 10000 11400 @ 240V VA 17650 W 3300 @ 208V 5000 @ 208V 7750 - 15500 10000 @ 208V Transformer - less, Ungrounded Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 0000 11400 @ 240V VA Vdc Nominal DC Input Voltage 3300 @ 208V 5000 @ 208V Vdc Maximum Input Current @240V�'8.5 10000 @ 208V 13.5 16.5 20 27 AC Output Voltage Min. -Nom. -Max ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211 - 240 - 264) 45 i Adc Reverse -Polarity Protection Yes AC Output Voltage Min. -Nom. Max. Ground -Fault Isolation Detection ✓ ✓ Maximum Inverter Efficiency 99 (183 208 - 229) % CEC Weighted Efficiency 99 ✓ Vac AC Frequency (Nominal) < 2.5 59.3 - 60 - 60.511' W Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V 1 1 Maximum Continuous Output 6 24 Current @208V 485 j A i Power Factor 1, adjustable -0.85 to 0.85 GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 - 15500 W Transformer - less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V�'8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208V'" 9 13.5 27 Adc Max. Input Short Circuit Current 45 i Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ka Sensitivity Maximum Inverter Efficiency 99 992 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W For other regional settings please contact Solarrdge support A higher current source may be used; the inverter will limit its input current to the value, stated Single Phase Inverter Wit HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US SE3000H-US SE380OH-US SE5000H-US SE6000H-US SE760OH-US SE1000OH-US SE1140OH-US ADDITIONAL Supported Coirlmunication Interfaces I RS485, Ethernet, ZlgBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional" Inverter Commissioning with the SetApp mobile application using built-in WI-Fi station for local connection Rapid Shutdown -NEC 2014 and Automatic Rapid Shutdown upon AC Gild Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741, LJL1741 SA, HL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 I Grid Connection Standards FEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit S¢e /AWG Range 3/4" minimum / 14-6 AWG 3/4" minimum /14-4 AWG I DC Input Conduit Size / # of Strings / AWG Range 3/4" minimum / 1-2 strings / 14-6 AWG 3/4" minimum / 1-3 strings / 14-6 AWG Dimensions with Safety Switch (HxWxD) 17 7 x 14.6 x 6.8 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 In/ r rnrn Weight with Safety Switch 22110 25.1/ 11.4 26.2/11.9 38.8/17.6 Ib / kg Noise < 25 1 <50 dBA Cooling Natural Convection Operating Temperature Range 40 to +140 / -40 to +6011, `F / `C Protection Rating NEMA 4X (Inverter with Safety Switch) Revenue grade inverter P/NSFxxxxH-US000BNC4 Full power up to at least 50°C / 12Z7,- for power de -rating information refer to https://www.solaredge_com/sites/default/files/se-temperature-derating-note-na.pdf 0" 0% �31re�t�,.d9e C SolarEdge Technologies, Inc All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All RoHS other trademarks mentioned herein are trademarks of their respective owners. Date: 1/2019N01/ENG NAM. Subject to change without notice. Power Optirnizer For North America P320 / P340 / P370 / P400 / P405 / P505 PV power optimization at the module -level d Specifically designed to work with SolarEdge inverters I Up to 25% more energy Superior efficiency (99.5%) I Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading 6 Flexible system design for maximum space utilization solaredge.com Fast installation with a single bolt MV O M A W / Next generation maintenance with module - level monitoring A Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS)k &A o g6 I Module -level voltage shutdown for inst#or��� and firefighter safety -�9 sola r- • Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 INPUT Rated Input DC Power 320 340 372 400 405 505 W Absolute Maximumi Input Voltage (Voc at lowest temperature) 48 60 8C 25 83 Vdc MPPT Operating Range 8 -48 8 - 60 8 - 80 125 - 105 12.5 - 83 Vdc Maximum Short Circuit Current (Isc) 11 101 14 Adc Maximum DC Input Current 13 75 1263 17.5 Adc Maximum Efficiency 99.5 Weighted Efficiency 98.8 rn / ft Overvoltage Category 0.16 / 052 rri IT OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Ad-- Maximum dcMaximum: Output Voltage 1 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer'— 0 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IFC62109-1 (class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible Inverters All SolarEdge Single Phase and Three Phase Inverters Dimensions (W x L x H) 29x153x2Z5/5.1x6x1.1 29x153 x335/ 5.1x6x1.3 29x159x495/ 51x6.3 x19 119x162x59/ Slx64x23 mm/in Weight (including cables) 630/14 1 750/17 845 / 1.9 1064/2.3 or / Ib Input Connector MC4 Output Wire Type / Connector Double Insulated, MC4 Output Wire Length 0.9/295 1.2 / 3.9 rn / ft Input Wire Length 0.16 / 052 rri IT Operating Temoera-_ire Range -40 - +85 / -40 - +185 °C / °F Protection Rating IP68 / NEMA6P Relative Humidity C -100 Rated STC power of the module_ Module of up to -i% power tolerance allowed NEC 2017 requires max Input voltage be not more than 80V For other connector types please contact SolarEdge Minimum String Length th P320, P340, P370, 8 8 P400 (Power Optimizers) p405 / P505 6 8 4 Maximum String Length (Power Optimizers) 25 25 50 5700 (6000 with Maximum Power per String SE7600-US - SE11400- 5250 5000 12750 \Qi1Y Of Parallel Strings of Different Lengths Y 8 or Orientations es V.l} R� 9 For detailed string sizing information refer to: http.//wwN..solaredge.com/rtes/defaulVfiles/stnng_szing_na.pdf It is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string ��uj510 A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement For SE14.4KUS/SE43.2KUS- It is allowed to install up to 6.500W per string when 3 firings are connected to the inverter (3 strings per unit for SE43.2KUS) and when the maximum power difference between the strings is up to 1,000W For SE30KUS/SE33.3KUS/SE66-6KUS/SEl00KUS- It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter 13 strings per unit for SE66.6KUS/SE100KUSi and when the maximum power difference between the strings is up to 2,000W ,0SolarEdge Technologies LtdAlirights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc Al . E RoH S AI other trademarks mentioned herein are trademarks of their respective owners. Date. 12/2018/V01/ENG NAM. Subject to change without notice. The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 300+MW of solar projects to simplify installation and reduce costs. Flashed L Foot Simplified SnapNrack Series 100 Flashed L Foot Kit is an innovative solution to provide a long lasting watertight seal over the life of the system. The Flashed L Foot provides a fully flashed roof fastener for attachment to composition roof with no required cutting of shingles. The L Foot is engineered for maximum adjustability for a clean level installation. • V slotted bolt connection • 1" spacers available for increased adjustability • Clear or Black anodized aluminum components (both available with black flashing) • No Cutting of shingles Patent Pending Flashed L Foot in 4 Simple Steps: 1) Locate a rafter in the roof using a pilot drill 2) Install base to the roof on top of the composition shingle 3) Use a breaker bar to separate the composition shingles above the base, and install the flashing 4) Attach the L foot on top and proceed with rail installation and leveling Place order with your distributor. Purchase material for a single project or order in bulk for additional savingsCM °i whew{ Ridge g ic3 g piVision Flashed L Foot Kit Assembly - SNAPNRACK CHANNEL NUT SNAPNRACK 92 DEGREE L FOOT, CLEAR OR BLACK r 5/16-16 FLANGE NUT loco IL_ 1111-11 X 1 IN BOLT WITH SPLIT LOCK WASHER SNAPNRACK, c' ^cu „' - SNAPNRACK L FOOT BASE Flashed L Foot Kit Dimensions SnapNrack Flashed Foot TechnicalData Patent Pending Materials 6000 Series Aluminum L Foot & Base Stainless Steel Hardware Galvanized Steel Flashing w/ black all weather coating Material Finish Clear and black anodized aluminum Weight 1.3 lbs Design Uplift Load 350 lbs Uplift Design Ultimate Load 1,000 lbs Uplift Warranty 10 Year material and worksmanship Snag rack- (877) ack (877) 732-2860 www.SnapNrack.com 0 Printed on recycled paper using soy based inks. 2014 by SnapNrack PV Mounting System. All rights reserved. City Of Wheat Ridge Bul `'$ir 9 Division KuPower HIGH EFFICIENCY MONO PERC MODULE CS3 K-31 5 1 320 1 325 1 330 M S (1000 V / 1500 V) MORE POWER Low power loss in cell connection Low NMOT: 41 t 3 °C Low temperature coefficient (Pmax): -0.37 % / °C + Better shading tolerance High High PTC rating of up to: 93.11 % PTC MORE RELIABLE Lower hot spot temperature (11�i IUDMinimizes micro -cracks Ur____i Heavy snow load up to 6000 Pa, wind load up to 4000 Pa* CanadlanSdar M is is *Black frame product can be provided upon request. 25 linear power output warranty years 10M product warranty on materials and workmanship years ,,,,,,,,,,,n„�`s ............_................................................................................................. MANAGEMENT SYSTEM CERTIFICATES ISO 9001:2015 / Quality management system ISO 14001:2015 / Standards for environmental management system OHSAS 18001:2007 / International standards for occupational health & safety PRODUCT CERTIFICATES* IEC 61215 / IEC 61730: VDE / CE / MCS / CEC AU UL 1703 / IEC 61215 performance: CEC listed (US) / FSEC (US Florida) UL 1703: CSA / IEC61701 ED2: VDE / IEC62716: VDE / IEC60068-2-68: SGS Take -e -way o�E �SAusC E BM G) I )CERT *We can provide this product with special BOM specifically certified with salt mist, ammonia and sand blowing tests. Please talk to our local technical sales representatives to get your customized solutions. ........... __.......... ...... ...... ....... ....... ................. ................................. I .......... .............. ..... CANADIAN SOLAR INC. is committed to providing high quality solar products, solar system solutions and services to customers around the world. No. 1 module supplier for quality and performance/price ratio in IHS Module Customer Insight Survey. As a leadingg PV project developer and manufacturer of solar modules with over 30 GW deployed around the world since 2001. city of * For detailed information, please refer to the Installation Manual. ............................................................................................................................................................................................................................. CANADIAN SOLAR INC. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com Wheat Ridge ......................... BJng Division ENGINEERING DRAWING (mm) Rear View ELECTRICAL DATA I STC* Frame Cross Section A -A 35 A 1� Mounting Hole CS3K 315MS 320MS 325MS 330MS Nominal Max. Power (Pmax) 315 W 320 W 325 W 330 W Opt. Operating Voltage (Vmp) 33.1 V 33.3 V 33.5 V 33.7 V Opt. Operating Current (Imp) 9.52 A 9.61 A 9.71 A 9.80 A Open Circuit Voltage (Voc) 39.9 V 40.1 V 40.3 V 40.5 V Short Circuit Current (Isc) 10.06 A 10.14A 10.22 A 10.30 A Module Efficiency 18.96% 19.26% 19.56% 19.86% Operating Temperature -40°C - +85*C Max. System Voltage 1500V (IEC/UL) or 1000V (IEC/UL) 37.9 V TYPE 1 (UL 1703) or Module Fire Performance 8.11 A 8.18 A 8.24 A CLASS C (IEC 61730) Max. Series Fuse Rating 30 A Application Classification Class A Power Tolerance 0-5W * Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell temperature of 25°C. Portrait: 400 mm (15.7 in) (+) / 280 mm (11.0 ELECTRICAL DATA I NMOT* CS3K 315MS 320MS 325MS 330MS Nominal Max. Power (Pmax) 235 W 239 W 243 W 246 W Opt. Operating Voltage (Vmp) 30.7 V 30.9 V 31.1 V 31.3 V Opt. Operating Current (Imp) 7.65 A 7.73 A 7.80 A 7.88 A Open Circuit Voltage (Voc) 37.5 V 37.7 V 37.9 V 38.1 V Short Circuit Current (Isc) 8.11 A 8.18 A 8.24 A 8.31 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2 spectrum AM 1.5, ambient temperature 20'C, wind speed 1 m/s. J -Box IP68, 3 bypass diodes CS3K-315MS / I-V CURVES A 11 10 9 8 7 6 5 4 2 1 0 A 5 10 15 20 25 30 35 40 45 'u 5 10 15 20 25 30 35 40 45 50 V ■ 1000 W/m' 5-C ■ ■ 800 w/m2 2s°C ■ 600 w/m' 45-C 4 ■ 400 W/m2 200 W/m2 65°C MECHANICAL DATA 0.05 % /'C Specification Data Cell Type Mono -crystalline Cell Arrangement 120 [2 X (10 X 6) ] 1675 X 992 X 35 mm Dimensions (65.9 X 39.1 X 1.38 in) Weight 18.5 kg (40.8 lbs) Front Cover 3.2 mm tempered glass Frame Anodized aluminium alloy J -Box IP68, 3 bypass diodes Cable 4.0 mm2 (IEC), 12 AWG (UL), Cable Length Portrait: 400 mm (15.7 in) (+) / 280 mm (11.0 (Including Connector) in) (-); landscape: 1160 mm (45.7 in)* Connector T4 series Per Pallet 30 pieces Per Container (40' HQ) 840 pieces * for detailed information, please contact your local Canadian Solar sales and technical representatives. TEMPERATURE CHARACTERISTICS Specification Data Temperature Coefficient (Pmax) -0.37 % / °C Temperature Coefficient (Voc) -0.29 % / °C Temperature Coefficient (Isc) 0.05 % /'C Nominal Module Operating Temperature 41 ± 3°C PARTNER SECTION * The specifications and key features contained in this datasheet may deviate slightly from our actual products due to the on-going innovation and product enhancement. Canadian Solar Inc. reserves the right to make necessary adjustments to the information described herein at any time without further notice. Please be kindly advised that PV modules should be handled and installed by qualified people who have professional skills and please carefully read the safety and installation instructions before using our PV modules. .......... ........................................ ....................... .................................................. .....� CANADIAN SOLAR INC. 545 Speedvale Avenue West, Guelph, Ontario N1 K 1 E6, Canada, www.canadiansolar.com, support@canadiansolar.com Dec. 2018. All rights reserved, PV Module Product Datasheet V5.582 -EN Canadian Solar CS3K-320 14x320= 4480w Customer Matt Lydick 5391 Newcombe St. Wheat Ridge, CO 80002 ARESOLARI Panel Size: 65.9"x39.1" (Panel overhang 8.24"-16.475") (DRAWING NOT TO SCALE) Www. a resolar. com Affordable Alternative Energy 512 Ponderosa Dr Boulder, CO 80303 720-504-0005 Structural Notes: 1. Mounted with Unirac Solar Mounting System 2. Roof Attachments with Unirac Aluminum Standoffs and L -Feet. 3. Roof Attachment hardware to be mounted to existing structure (2x4"@24"O.C. Trusses) at 48" O.C. Rail spans or less. 4. Lag bolts are 4"x5/16" case hardened steel GRK's with minimum 3" embedment depth. 5. Designed to meet 2015 IRC codes. 6. Roof sheathed with Y2' plywood, upper surfaced is faced with felt paper, and asphalt shingle layer. 7. All screw penetrations sealed with Henry Roof sealant. 8. Racking loading calculations were performed with ASCE 7-10 wind speeds @ 130 MPH for B and C exposure categories and 40 psf snow load. rw R r'. IVSD Main Panel PV Production Meter AC Disconnect N PV Inverter/DC Disconnect Approval Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). 3)Bond P/V panels to the building Grounding Flectrnde Svstem ner 2017 NFC Art_ 690W. City of W heat I:?, dge- COMMUNITY DtwLopmENT APPROVED viT✓ 1`JC\� Reviewed for Code Compliance Date ty o1 permit The nS Wo(C of o perma or approvol of TAS ,f)irobo,,5 >nrpurutrons shpt/ not be c pet-: for, o. an oppro,a:',, _ ,.,,.'nn to 'The-ovisions of the ho,d,ng ,ode nr or -v C,t, __:m ninq to give authority to vrolote of Cancel the provisions of Mc Binding Of other ordvonces of the City shall not be volid. Matt Lydick 5391 Newcombe St. Wheat Ridge, CO 80002 303-431-6691 PV Module Info: Brand: Canadian Solar Pmax: 320w Model: CS3K-320MS Voc: 40.1 v Vmp: 33.3v Isc: 10.14a Impp: 9.61 a 0 PV String Info # of panels -14 # in series: 14 # of strings: 1 Model: CS3K-320MS Voc: 14-561.4v Vmp: 14-466.3v Isc: 10.14a Imp: 9.61 a Nominal String Voltage: 400v PV DC Optimizers NEC 690.12 Compliant E. Roof Mounted Junction Box 1 Strings of 14 One Line Diagram — Lydick Residence Grid Interactive PV Electrical System Inverter Info: Brand: SolarEdge Model: SE 380OH-US Max DC V: 600V AC Output V: 240V AC Output a: 16a United DC Disconnect Nominal DC Input V: 380V Cutler Hammer External PV AC Disconnect 30a — NonFused Lockable Visibly Open 1 Inverter — 3800w 16a Max Output 16a x 1.25 = 20a b 240V Max Output SPECIFIC WIRE NOTES a. Manufacturer installed #10 AWG, PV sun resistant wire from Module to adjacent optimizer and to roof Junction Box(exterior). b. 2 set of 2+Gnd, # 10 THHN/THAN-2 in 3/4" EMT from roof J -box to DC disconnect at inverter, traveling <75' (Exterior). Max Amperage 15axl.25=18.75a. c. 1 set of 3 #10 THHN/THWN-2 + #8 Grid in 3/4" EMT for <10' from Inverter to AC Disconnect, Production Meter and Main Panel Max Amperage of 16a x 1.25 =20a. 240v (exterior). d. Existing wire, no modifications needed. C DC Optimizers Brand: SolarEdge Model: P320 Max Total V: 600V Max DC V: 60V Max Isc: 11a Max Output Current: 15a A INVERTER NOTES 1. Installed on north east exterior Wall adjacent to interconnection panel. 2. Grounded to ground electrode MODULE NOTES 1. UL 1741 Compliant 2. Grounded to rails with bonding mid -clamps RACKING NOTES 1.Flush Mounted using Unirac 2.Grounded with bare #6 copper And # 10 THHN/THWN-2 3. UL 2703 Compliant 200 A PV Prod Meter Total System Size: 4480w DC Size: 4480w AC Size: 3800w c Affordable Alternative Energy dba ARE Solar 512 Ponderosa Dr Boulder, CO 80303 casey@aresolar.com (970)471-0584 Prepared by: Casey Cole Main Panel 150a Main Breaker 200a Bus Bar 20a Back Fed Breaker Approval Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). 3)Bond P/V panels to the building Grounding FlectrodP SvstPm ner 20117 NFC Art. 690(A) 70 Existing Ground Net Meter GENERAL NOTES 1. All equipment will be installed in accordance to current 2017 NEC codes, local Jurisdiction policies and Utility Company rules & standards. In compliance with the most recent revision of the Xcel Energy Standard specifically section 4.11 and 4.14.4 2. All applicable NEC 2017 placards will be installed on AC & DC disconnects, main panel and main meter Housing, including "PHOTOVOLTAIC A.C. DISCONNECT" (Yellow and Black), "PV System Connected" (Yellow and Black), DC Input Inverter Ratings (Yellow and Black), Warning Labels on Inverter, AC Disconnect and Main Panel, (Yellow and Black). 3. All conductors will be copper and #6 will be used for grounding the rails via lugs. 4. Grid Tied system, no batteries 5. Main service disconnect, meters, & PV disconnects will be grouped:`¢ os 6. Main meter housing will not be modified 7. PV meter will have PV generation wired to line side terminals (to' " of blo Be within 10' of Main Meter, PV meter will have a stamped bras , ah " fly:°° k`wFNs. stainless tag with address and "PV PROD" Incl Sec 4.11 and 4.14 `` ssa9 8. Inverters are ungrounded. ` 9. Exterior roof conduit mounted >1" above roof 10. Interconnection is a back fed breaker. PV Solar Calculations String Voltage Voc- 14x40.1 v=521.4v Vmpp- 14x33.3=561.4 Max Power per string is 5250w. 5250W/320w= 16.4 16 PV panels per string max. Nominal String Voltage: 400v String Amperage Optimizer nominal Amp output 15ax1.25=18.75a 15a x 1.56=23.4a. Inverter Max Output Amps 16ax1.25=20a Breaker Back Feed Calculation 200a x 1.2= 240a 240a — 200a = 40a > 20a required back fed breaker size. Labeling Requirements per NEC 2017: Raceways: Warning: Photovoltaic Power Source (red and white) Roof Junction Box: "Solar Electric System Connected" (yellow and black) Warning: Electric Shock Hazard: Terminals on both line and load May be energized in open position. (Orange, Black and white) Inverter: Photovoltaic DC Disconnect (Red and white) Warning: Electric Shock Hazard: Terminals on both line and May be energized in open position. (Orange, Black and white) Warning: Electric Shock Hazard: If a ground fault is Grounded conductors may be ungrounded and energized. Inverter load values, Rated Max Power -Point Current:_ Rated Max Power -Point Voltage: Maximum System Voltage: Maximum Circuit Current: (Red and White) Photovoltaic System Equipped with Rapid Shutdown (Red and White) load indicated normally Ow of 090 00 a i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ,7- Job Address: jC0 (0M h e � f Permit Number: f ❑ No one available for inspection: TimeM) 1P Re -Inspection required: Yes No When corrections have been made, callfor re -inspection, at 303-234-5933 Date: �X). J?Inspector: �_ } "Iy' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �` Building Inspection Division (303) 234-5933 Inspection line _9(303) 235-2855 Office . (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 15 �"- f -A/c (i -e,Mt.>e Permit Number: �j 1`%t_, -3 r? ❑ No one available for inspection: Time/ K' Re -Inspection required: Yes (No When correctio s have been made, call for re -inspection at 303 -234 - Date: '% � Inspector: DO NOT REMOVE THIS NOTICE s ❑ No one available for inspection: Time/ K' Re -Inspection required: Yes (No When correctio s have been made, call for re -inspection at 303 -234 - Date: '% � Inspector: DO NOT REMOVE THIS NOTICE a f City of Wheat Ridge v • Residential Roofing PERMIT - 201703757 Y PERMIT NO: 201703757 ISSUED: 07/11/2017 JOB ADDRESS: 5391 Newcombe ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -Roof to install Owens Corning Durations Storm Asphalt shingle with 38Sq. Primary house *** CONTACTS *** OWNER (303)431-6691 LYDICK MATTHEW W SUB (303)646-9110 Robert & Sarah Burgett 140105 Crown Royal Builders, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00 FEES Total Valuation 0.00 Use Tax 239.40 Permit Fee 236.00 ** TOTAL ** 475.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are -required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge, If report is not available the final inspection will not be completed. y City of Wheat Midge Residential Roofing PERMIT - 201703757 PERMIT NO: 201703757 ISSUED: 07/11/2017 JOB ADDRESS: 5391 Newcombe ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re—Roof to install Owens Corning Durations Storm Asphalt shingle with 38Sq. Primary house I by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 bythe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform d a that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Si ure of OWNER or CO R (Circle one) Date 1. This permit was issued base on tJar nformation provided in the permit application and accompanying plans and specifications and is subject to the compliance th thdocuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 s the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of exp'n. An extension of no more than 180 days made be granted at the discretion of the Chief Bmlding Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit an 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. 805 AA Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. E71" Dane Lovett I A)/' 1 U J 2`�� From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 28, 2017 12:03 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application _ Categories: Gina Residential Roofing Permit Application c� This application is exclusively for new permits for residential roofs and for licensed, contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in� the order they are received and due to the volume of requests, time to process] varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if a your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 5391 Newcomb St Mathew Lydick 303-431-6691 Field not completed. ($�- 14 L� Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Crown Royal Builders, Inc. Contractor's License 140105 Number (for the City of Wheat Ridge) Contractor Phone 303-646-9110 Number Contractor Email Address rob.crbuilders@gmail.com Retype Contractor Email rob.crbuilders@gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 38 �Iz material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 38 / roofing material for this project Provide additional detail Primary house here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11,400.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Sarah Burgett Email not displaying correctly? View it in your browser. 3 ,1- BUILDERS, Inc. 5311 Juniper Q • Golden, C080403 dt.+ Offices 3(13-646-9110 Pax; 303-646-5889�,Jw l�t.�,fJ Representative r" r� 1 A _ Crown Royal Builders, Inc, agrees to furnish all materials and labor Name: Address / UP Date'-- 'T_ [ O rsary*for the orthe work (specified below) on p r emises located at: Phone I/we the owner agree to pay upon substantial Completion the sutra of: SUV k-.t+t Grh rel. r ug SPECIFICATIONS FOR LABOR AND MATERIAL $ TERMS AND CONDITIONS (please read carefully) V Recover roof with "Mi Color of shingled If8 Manufacturers Warranty' 3WAA L L I)tjubie all eav -s 4F T� f� 'fear off La Install felt � ❑ Re -Plash C,'hininey and/or Skylights New Valleys —cla e- t)* l/o�m Ridge Galvanii-ed Nails 19 Replace plu nbine, jacks. ' (� Paint roof stacks to zlatclr �, � Install Metal edgipg ❑ Patio or flat roof l Y4ar gual'ontee on labor Crown Royal Builders, Inc. to, ,furniah all material anis labor Permit furnished by Crown Royal Builders,, Inc, Clean-up & haul off all trash from roof Roll yard with mapnetic roller GLIUM3 cleanedYf r oling debris 10 Extra work .5--T C_,V �rs ' e < LA -%A - Vents 't,a,yt.. LtJxd R ta�a .. we.s�' i Signitlttre Date All pl'oposals subject to approval of management. INSURANCE ALLOWANCE AGREEMENT 1/wa agree to retail, Crown Royal Builders, Inc, to replace And/or repair roof with like material on the property aforementioned, contingent upon Crown Itoyal Builders, Inc. of taming my insurance company's approval and payment to have geld work done, Itis it urstood and agreed Hutt CroWn Royal Buildera, Inc. is to contact my insurance Carrier And meet with their representative In order to divCuss the repair or replacement work to be done ort the property, Upon Waranco carrier's And CrOwn Loyal Builders, Ine's agreenlellt to the extent of the datrnageg and cost of fixing. them, Crown Royal Bulkier$, Inc, may begin to work on said prop£rtDEDUCH©MliUWNER'S OUT -O1 -POCKET 13XPENSL• WII,I,Ndl',, EXCEED HOMEOWNT)WS INSURANCE POLICY. I'I1il.lh t,Qlt WORK AGREED UPON BETW131;hf llily IN R . NCII CARRIER ANDCRQWN ROYAL bUiLDERS, INC Hotnteotvn£r also agrees to provide till rl£cessary t!o mea n for claim (alsq providinf; all ion to facilitate Payment from Insurance Carrier/or Mortg pertinent documentation Company.) Crown Royal Builders, Inc, reserves the right to file for supplemental claim due to nultorlal or labor increases chic to a storm environtneat Or if insurance measurem are proven to be Incorrect, entY Owner ogrges that the equity In this property tssecurity for this contract. Thia COnteAck shall become binding only uppn written aceeptltncu lwrcof by tlue Coutractnr qr by AG altthorized Agent of the Contractor, Or upon comnlencemetlt of the work, This contrite wnatitute9 the OntirO ttnderJtOnding of the parties, and n0 O#lt£r understandings, collateral o otherwise, shall be binding unlem In writing And signed by both parties. Labor Warranty doe: not cover damage to roofs cou5ed by lightning, Bale (50 MPH), hurricane, lnr"040, hailstOrm, impact of foreign oblect9 or outer Ole storm or casually, a damage to tnofe due to settlement, distortion, failure or cracking of the roof deck, wnlLv, or fnundatloos,'t'hccoratractor shall revoke labor warranty if contract is not paid a full. Th labor warranty is non -transferable, The material Is non -transferable unless otherwise stated by the manufacturer, All malarial Is guaranteed to bu as specified, All work Is to be completed in a workmanlike nnannur according to standard practices. Arty Alteration or deviation from the above specifications involving extra cot will be executed only upon written orders, and will become an extra charge over And above the estimate. Labor and mntert;,l warranty covers roc only, The property Owner Is to carry fire, tornado, and other necessary insurance. Crown Royal Builders, Inc. is not responsible for mold or mildow. The warranty Is lini ted to roof leaks and replacement of missing 9hingles, but does not include repair or reimbursement for water damgge to the interior of. the home. Crown Royal Builders, Inc, is not respon_gibl for any damage 10 concrete or driveway, Upon substantial completion of. the roof, final payment will be duc. If not paid within 30 days n finance charge of 1.5% per month will be Charged on account balances not paid li full, The client agrees to pay all expenses of Collection, including reasonabl4 attorney fees, Lind $50 for each hnarird k, This proposal m(ajy�b�e withdrawn by us if not accepted within day -'s, t ' " Signature (Insurance Co,) (Policy No.) (Crown Aoyal Builde ,1 C. presentative) 1ah ignttturc / 7 (Claim N0,) Date 61 (Mort8ge Co,)Signature (Mortgage No.) /T 'CDEZd OTSSIS€€OZL Date — XC'IXMnC Wd €T:TO LTO�'Vo'unr a f City of Wheat Ridge v • Residential Roofing PERMIT - 201703757 Y PERMIT NO: 201703757 ISSUED: 07/11/2017 JOB ADDRESS: 5391 Newcombe ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -Roof to install Owens Corning Durations Storm Asphalt shingle with 38Sq. Primary house *** CONTACTS *** OWNER (303)431-6691 LYDICK MATTHEW W SUB (303)646-9110 Robert & Sarah Burgett 140105 Crown Royal Builders, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00 FEES Total Valuation 0.00 Use Tax 239.40 Permit Fee 236.00 ** TOTAL ** 475.40 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are -required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge, If report is not available the final inspection will not be completed. y City of Wheat Midge Residential Roofing PERMIT - 201703757 PERMIT NO: 201703757 ISSUED: 07/11/2017 JOB ADDRESS: 5391 Newcombe ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re—Roof to install Owens Corning Durations Storm Asphalt shingle with 38Sq. Primary house I by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 bythe legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perform d a that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Si ure of OWNER or CO R (Circle one) Date 1. This permit was issued base on tJar nformation provided in the permit application and accompanying plans and specifications and is subject to the compliance th thdocuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 s the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of exp'n. An extension of no more than 180 days made be granted at the discretion of the Chief Bmlding Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit an 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. 805 AA Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. E71" IU4;r�14'1 N PS ECT10N R CORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type k,( /-- Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inst Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service — Plumbing Do Not Cover Underground or Below/In-Slah Wnrk Prinr Tn I n$'r&— A Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof T� Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authnri7atinn by the Building Division. low voltage permits —Please be sure that rough inspections are completed from the Fire District and electrical low voltage by t Occupancy Is Not Per-- ` -Iccupancy Is Issued leather Ir City of Wheat Ridge r * ` Residential Roofing PERMIT - 201703757 ERMIT NO: 201703757 ISSUED: 07/11/2017 OB ADDRESS: 5391 Newcombe ST EXPIRES: 07/11/2018 OB DESCRIPTION: Residential Re -Roof to install Owens Corning Durations Storm Asphalt shingle with 38Sq. Primary house ** CONTACTS *** OWNER (303)431-6691 LYDICK MATTHEW W ',UB (303)646-9110 Robert & Sarah Burgett 140105 Crown Royal Builders, Inc. ** PARCEL INFO *** ;ONE CODE: UA / Unassigned USE: UA / Unassigned ;UBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / '** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00 FEES 'otal Valuation 0.00 )se Tax 239.40 ?ermit Fee 236.00 •* TOTAL ** 475.40 — COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. Dane Lovett I A)/' 1 U J 2`�� From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 28, 2017 12:03 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application _ Categories: Gina Residential Roofing Permit Application c� This application is exclusively for new permits for residential roofs and for licensed, contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in� the order they are received and due to the volume of requests, time to process] varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if a your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 5391 Newcomb St Mathew Lydick 303-431-6691 Field not completed. ($�- 14 L� Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Crown Royal Builders, Inc. Contractor's License 140105 Number (for the City of Wheat Ridge) Contractor Phone 303-646-9110 Number Contractor Email Address rob.crbuilders@gmail.com Retype Contractor Email rob.crbuilders@gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 38 �Iz material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 38 / roofing material for this project Provide additional detail Primary house here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 11,400.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Sarah Burgett Email not displaying correctly? View it in your browser. 3 ,1- BUILDERS, Inc. 5311 Juniper Q • Golden, C080403 dt.+ Offices 3(13-646-9110 Pax; 303-646-5889�,Jw l�t.�,fJ Representative r" r� 1 A _ Crown Royal Builders, Inc, agrees to furnish all materials and labor Name: Address / UP Date'-- 'T_ [ O rsary*for the orthe work (specified below) on p r emises located at: Phone I/we the owner agree to pay upon substantial Completion the sutra of: SUV k-.t+t Grh rel. r ug SPECIFICATIONS FOR LABOR AND MATERIAL $ TERMS AND CONDITIONS (please read carefully) V Recover roof with "Mi Color of shingled If8 Manufacturers Warranty' 3WAA L L I)tjubie all eav -s 4F T� f� 'fear off La Install felt � ❑ Re -Plash C,'hininey and/or Skylights New Valleys —cla e- t)* l/o�m Ridge Galvanii-ed Nails 19 Replace plu nbine, jacks. ' (� Paint roof stacks to zlatclr �, � Install Metal edgipg ❑ Patio or flat roof l Y4ar gual'ontee on labor Crown Royal Builders, Inc. to, ,furniah all material anis labor Permit furnished by Crown Royal Builders,, Inc, Clean-up & haul off all trash from roof Roll yard with mapnetic roller GLIUM3 cleanedYf r oling debris 10 Extra work .5--T C_,V �rs ' e < LA -%A - Vents 't,a,yt.. LtJxd R ta�a .. we.s�' i Signitlttre Date All pl'oposals subject to approval of management. INSURANCE ALLOWANCE AGREEMENT 1/wa agree to retail, Crown Royal Builders, Inc, to replace And/or repair roof with like material on the property aforementioned, contingent upon Crown Itoyal Builders, Inc. of taming my insurance company's approval and payment to have geld work done, Itis it urstood and agreed Hutt CroWn Royal Buildera, Inc. is to contact my insurance Carrier And meet with their representative In order to divCuss the repair or replacement work to be done ort the property, Upon Waranco carrier's And CrOwn Loyal Builders, Ine's agreenlellt to the extent of the datrnageg and cost of fixing. them, Crown Royal Bulkier$, Inc, may begin to work on said prop£rtDEDUCH©MliUWNER'S OUT -O1 -POCKET 13XPENSL• WII,I,Ndl',, EXCEED HOMEOWNT)WS INSURANCE POLICY. I'I1il.lh t,Qlt WORK AGREED UPON BETW131;hf llily IN R . NCII CARRIER ANDCRQWN ROYAL bUiLDERS, INC Hotnteotvn£r also agrees to provide till rl£cessary t!o mea n for claim (alsq providinf; all ion to facilitate Payment from Insurance Carrier/or Mortg pertinent documentation Company.) Crown Royal Builders, Inc, reserves the right to file for supplemental claim due to nultorlal or labor increases chic to a storm environtneat Or if insurance measurem are proven to be Incorrect, entY Owner ogrges that the equity In this property tssecurity for this contract. Thia COnteAck shall become binding only uppn written aceeptltncu lwrcof by tlue Coutractnr qr by AG altthorized Agent of the Contractor, Or upon comnlencemetlt of the work, This contrite wnatitute9 the OntirO ttnderJtOnding of the parties, and n0 O#lt£r understandings, collateral o otherwise, shall be binding unlem In writing And signed by both parties. Labor Warranty doe: not cover damage to roofs cou5ed by lightning, Bale (50 MPH), hurricane, lnr"040, hailstOrm, impact of foreign oblect9 or outer Ole storm or casually, a damage to tnofe due to settlement, distortion, failure or cracking of the roof deck, wnlLv, or fnundatloos,'t'hccoratractor shall revoke labor warranty if contract is not paid a full. Th labor warranty is non -transferable, The material Is non -transferable unless otherwise stated by the manufacturer, All malarial Is guaranteed to bu as specified, All work Is to be completed in a workmanlike nnannur according to standard practices. Arty Alteration or deviation from the above specifications involving extra cot will be executed only upon written orders, and will become an extra charge over And above the estimate. Labor and mntert;,l warranty covers roc only, The property Owner Is to carry fire, tornado, and other necessary insurance. Crown Royal Builders, Inc. is not responsible for mold or mildow. The warranty Is lini ted to roof leaks and replacement of missing 9hingles, but does not include repair or reimbursement for water damgge to the interior of. the home. Crown Royal Builders, Inc, is not respon_gibl for any damage 10 concrete or driveway, Upon substantial completion of. the roof, final payment will be duc. If not paid within 30 days n finance charge of 1.5% per month will be Charged on account balances not paid li full, The client agrees to pay all expenses of Collection, including reasonabl4 attorney fees, Lind $50 for each hnarird k, This proposal m(ajy�b�e withdrawn by us if not accepted within day -'s, t ' " Signature (Insurance Co,) (Policy No.) (Crown Aoyal Builde ,1 C. presentative) 1ah ignttturc / 7 (Claim N0,) Date 61 (Mort8ge Co,)Signature (Mortgage No.) /T 'CDEZd OTSSIS€€OZL Date — XC'IXMnC Wd €T:TO LTO�'Vo'unr Project Address: ° Permi t .'. General Contractor: Plumbing o • Company Name: Phone Mate License #: M aster #: Wheat Ridge License #: Signature of Authorized Agent i C omp Name: :. ' + r "I'll, "I , mm Phone: Date " e I City of' Wh6atf �cl we COMMUNITY DEVELOPMENT I # # . # Nkatt + �Yu : 3 - 31 - kocj / Property Owner Etnalf:_LEA v cii a L, Address: k) / Contractor: Sub Contractors: Electrical: Plumbing: Mechanical: W,R. city License # W,R. City License # W,R� City License Other City Licensed Sub: Other City Licensed Sub: City License # City License # am Squares Other Project Value: (Contract value or the cost of all matedals and labor Included In the entire project) 1 , 50 0 CTOR) e (AUTHORIZED REPRESEINTATIVE) of (OWNER) (CONTR,4CTOR) M04 h et SIGNATURE: PP 10-Mr. DATE - Building Division Valuation $ Michael Abruzzi III, I IN I'll 11 ORION III I 1 1 From: CenturyLink Customer <m j lydick@q.com> Sent: Tuesday, October 14, 2014 :31 AM To: Michael Abruzzi Subject: Re: basement finish Michael - thank you for the email. It will NOT be completed under this permit. We're just looking to frame in the space for it to be added later, Thanks. From: "Michael Abruzzi" <mabruzziOci.wheatELd �exo.,us> To: mil vdick 0a.corn Sent: Tuesday, October 14, 2014 :27 :30 AM Subject: RE: basement finish In =# I am in the process of reviewing a plan for a basement finish at 5391 Newcombe Street and need to ask you about the bathroom. A note on both the permit application and the plans refers to it as a "future bathroom." Will it be constructed under this permit or will it be constructed at a later date under a separate permit? U= IMEN 7500 M 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303235-2878 Fax: 303-234-2857 p ity of ��VN(fffy EwiciPMEArr CONFIDENTIALITY NOTICUThis e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If yore are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 5391 Newcombe Street 201401570 Important note l thc� red-line notes rinist sta pdans, Ur A �� ap^�•'t � "". �* � Y ail. �'. E t 4 ! rn ko p "Ill 11 1,43 S UMP PUMP CLOSET fa " "A —pet X Ave a " �J `ww INSPECTION RECORD Occupancy/Type °INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons - Mid -Roof _ a Stemwall / (CEG) Concrete Encased Ground Electrical Service Rough Electric Reinforcing or Monolithic Roof Rough Plumbing Weatherproof/ French Drain Gas Piping Sewer Service Lines INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Water Service Lines R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY .NOR PERMISSION FOR OCCUPANCY. Drywall Screw CONCRETE SLAB FLOOR. Electrical (Underground) Plumbing (Underground) Heating (Underground) I ROUGHS Sheathing Electrical Lath / Wall tie - Mid -Roof _ a Electrical Service Rough Electric Roof Rough Plumbing Gas Piping Rough Mechanical ABOVE Framing INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY .NOR PERMISSION FOR OCCUPANCY. Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY .NOR PERMISSION FOR OCCUPANCY. Ut,I;UrHrvcr IVUT VERMITTED UNTIL GERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 09) ! Job Address: f U~~t7CCUh 2_ ~1fi Permit Number: (r1q ~G 1 3 ❑ No one available for inspection: Time /11(0~ qM/ M Re-Inspection required: Yes low j 'When corrections have been made, call for -ins eJ[cdon a 3,033--2.3/4-5933 Date: 'dl f!J`i Inspector: 6~hecLE~~(I DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P1, o pi,f30-~ Job Address: 5391 Permit Number: 09 _gals ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for spectipn 303-234-5933 f 1 Date: lI y-oq Inspector: J DO NOT REMOVE THIS NOTICE '2XG SSaNISIIa ONIMO`I`IOd ally NOIIDHdSNI EOd AKC SSHNISLla XNK ME X9 HaVlq 3a JSnN S,LSafloa-d S58Z-S£Z(£0£) 392330 ONIMIna ££6S-3£Z(£0£) °3NI'I SS3[1SH N0210 SNI: agep IeTOT;;o 6u?pT'ma ;ai ngPUb?S -suoTgaadsuT piaT;.:oq qoa Cgns si TAa :ueid lIv 'uOTivIn6az so; ainz 'MET 'aOUPU?pzo zaggo Aue:zo sapoo 6uiplTnq aqg ;o IUOTBTAoad aqq ;o uoigeioiA Aue '30 ienozdde up sou 'zo; q?wzad P aq oq panzgsuoo aq qou TTPgs suoigPa?;Toads pup s6u?mPrtp ;o:.:ZEAOadde. agq JO q?wisd a ;o aouenssT aqy .9 i, -qop agq ;o saspgd 9ATssaoons qq?m 6uTpaaoozd azo;aq paeo uoTgoadsuT. uO TEAoadde uagg?zm aniaoaz TTPgs pup suo?goadsuT Ile io; auuPApPUT s.xnoq (5Z) zno; Aquamg zogoadsui 6uTpi?ng agq: A;Tgou TTPgs zogop.Tquoz, .5;. -waigozd a6Eu?PZp a bu?sneo zagpm.:;o moi; iezngpu agq abupgO TTTm..gegq auop:a4 TTPgs aauupw Aue ;o xzom ON :'.6:... 'gTwiad mau a zo; pTed aq -a TPgs sea;Tin; 'zp@A (i) auo spaaoxa quawuopupgP ao :uoTsuadsns `;T ao uaaq aneg sa6Uego ;I 'zeal (1) auo<papaaOxa you spy quawuopuege xo: uo?suadsns. hue pup suoigsoT;ioade pup suetd ieu?6?zo agq uT appw aq TT?m ao uaaq aneg sabuEgo ou pap?Aozd 'paa,ubaz :ATTewzou qunowP aqq ;IPg auo go aa; p zo;: pazTobop aq Aew giwzad: mau v 'sGaIdxa gTm@d sTgq ;I 'E 'IETDT;;o buipima aqq ;o uOTlazOSip: agq qP p9quez6 aq Aew. aoTsuagxa UV agpp uoigez Tdxa oq zoTad paAiaaa3 eq gsnw uo?suagxa up zo; sgsanbag -agEp anseT agg woz; steep 08T az?dxa TTPgs q wzad sTgj Z:.. Aq T3 aqq ;o saoIIEUTpio aigEOTiddp 'zaggo Aup zo opPZOTOO."abpTH gP@gM ;o sapoo 6U?pTTna pue suoigeinbag buiuog aqq oq pup opezoToo Pgg agq ;o sMET agq oq qaa Cgns ..sT pup uOTIPO?Idde anoA ui ggzo; gas sUOTs?Aozd aqq ggTm aOuppzooop uT panssT spm Tw.xad ai ".i agep zaumo/.TogOpsquoo o .4; 6?s ~-G -uoTgoadsui . piaT; o; goa Cgns pu d 'gTwsad :s Tgq zap. NaOm JO; 's as eu zo a?x geagM aigpaTT zaggo Ile puE (D*H'I) apoo 6uTpiTna; abp?g IPagM aqq qg?m aOuE?idwOO:zo; Ag t q?suodsaz: TTn; awn TSP. pgg pue'-uoTgPOTTddE sTgq uo. paguizd suo?gTpuoo Ile Ac[ ap?gE oq aaz6e pup peas anpq I gpgq `:agpznooe aze apew suo?gp6aiTE pup 'umogs.: squawaznseaw Ile gPgq :paOOaz ;o suo?go?zgsaz zo sgnawasPa 'squeuanoo zo a6p?g gPatN ;o AgTJ agq ;o suo?gein6az ao saint 'seoueuipio aigeazTddp agPiO?A you op pup 'agpznoop aze uo?gvoiidde giwxad sTgq Aq posodozd saouegs?p Kopggas agq ;egg A;TgaeD Agazaq I 'uo aoadsut::.ptaTj oq goaCgng.. •suo2goasdui ao;-:aoeZd uz paznoas (s)aappet ap Aoad TZegs aaurmo Aozadoad/aogoezjuoD~.*.. . STTem aOTaGgxa apisuF , Z 'oo a6pa;.anea woz; paainbaa pTaii;s a@gvm . pue aOI '900a az'coua uo APTzano poomAjd saainbaz gzede i;out:.ae ;o Z/T e ueT;q.. aaow paoeds 6upggPatls pzeoe 'paainbaa uo joadsuz ;ooz pzw uoi4eZjeosui Tieu g - : suo,: q ipuoj. r n~'V ~YV 4 ZL'LBS 'IV101 :....r u„'...,s 00' ;uoigpnTen Zeooy.. 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(OWNER)(CONTRACTOR) SIGNED ✓ ~ i~ DATEG ~ Construction Value : $900.00 Permit Fee : $46.43 Plan Review Fee : $0.00 Use Tax : $18.00 Total: $64.43 Use: Description : 6' CEDAR FENCE ALONG BOTH EAST AND WEST BACKYARD PROPERTY LINES 0 Zaning Comments: Approval: Zoning : pRD Building Comments:_ Approval: Public Works°Commenfs;;: Approval: Occupancy : Walls : Electrical License No : Company: Expiration Date : Approval: BUILDING DEPARTMENT USE ONLY BACK YARD SIDE PROP LINES Roof Plumbing License No : Company : Expiration Date : Approval : SIC : Sq. Ft. : Piease No " Owner/contractor is responsiHc for irlines and constrvcting ii,,; rucc!air,c, approved plan rid The City is not responsiuic submitted within tl'ie plau sct ar;d my ec„s:r errors resulting from inaccu;_;„ inlorc;; Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance wifh lhe provisions set forth in yopur applicalion and is subject lo the laws of the Slate of Colorado and to the Zoning Regulations and Builtling Code of Wheal Ridge, Colorado or any oiher applicable ordinances of the Ciry. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorizetl is suspended or abandoned for a period of 120 days. (3) If ihis permit expires, a new Oermit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonmeN has not exceedetl one (1) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work oF any manner shall be done that will change the natural Flow of waler causing a dreinage problem. (5) Contractor shall nolify the Building Inspector twenty-four (24) hours in advance for all inspections and shail receive writlen approval on inspeclion card before pmceedling with successive phases of lhe job. (6) The issuance of a permil or the appmval of drawings and specifcations shall not De wnstrued to be a permit for, nor an approval of, any violalion of the provisions of the building wdes or any ather ordinance, law, rule or regulalion. N Chief Buildifi pector _~~e sign Terms and Conditions on reverse side of page. COMMUNITY DEYEIOPMENT DEPARTMENT Building Permit Number: o~ ""E"q BUIIDING INSPECTION LINE - 303•2345933 . Date: ' o, CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°~~a~°° APPLICATION Properry Owncr: Ma.tf h E&,) r -Tud{ Ly d.Cek- ,-"l3 PropertyAddress: J3R1 lljPW(+6yu-(p Sr- Contractor Licensc No.: Company: pWrlEyCpNTfUCTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT I herMy certiy ttiat ttx selDadc distances proposed by this pertnit aDPlication are acwrale, and dp not violate applipble orCinances, ruies a repulations of the City of W heat RiOpe a covenants. easemenls a restrictions of reoord: Nat all measurements sham, and albpations matle arc acw2te: tlhat I have reatl and apree to abide Dy a4 conCitions p+inteE on Nia application and that I assume hitl responsibility for complianu wlth 1he Wf+eet Ridpe BuilCinp Code (U.B.C) and all oMer appliWble W heat Ridpe Ordinancea, for wrfi unAer Nis permit. (Owr+EaNCOwraAC*at). Phone: -z"2 l - (C (C' ~l ) Phone: :tion Value:S Permit Fee:$ Plan Review Fee:$ Use Tax;S Total:$ (OWNERxCONTRACTOR):PRINTED Deseription: ~~-~001 CLOCce;- TF'itCL. (.LCur% -U66- cq;t keS~- Sq. ft. aOMd Cp.w1ENT5: Approval: Zoning: VVN'7> G Cp.MENTS: Approval: W ORKS COMMENTS: Approval: USE ONLY d(, - <~ill* _ _Sq_FL_-- Walts: Roof: Stories: Residential Units: Eiecviq~ License No: Plumbing License No: Mechanical License No: Company: Company. Company: Facpiration Date: Expiration Date: Expira2ion Date: APProval: Approval: MProval: 11) Thli Demid W8516T1/!O N18CCp091fM W1If1 CM Drovi61onf tM ipill Nf yOUf 8GW1p4Wn 8M Ii lYbJlCt 10 N1Q 18w5 O( {IIE ST2i6 Of CdpraAO and yc Ihe Zonirq RepWationa and BuiWirq Codes of Wheat Ridps. Cobrado w arry ~ apWioble ord'manoes o1 Me Ciry. (2) This pwmH shaY ezyiro if (A) Ms work autlarize0 W not commenoed witlfin sixly (60) OaYs trom iuue date or (8) Me buiWinp sWwrizep q waperqb y opyWawd Tar a psifotl ot 120 days. (3) li Ws pOmdt expirss. a nsw ps/m1t msY be aMUYed fOr a Iss d onMwlf IM anwurN namsrY reqAred. Dmvide0 rq Chaipes hav. oesn wvrRw m.e~ in n» aginal vlm a,e w.dficed" and.nr umpwm^ «abwWmTwd nns na eaceeese ons (1) Year- if durqss have besn a if susPs^sion or abantlonrte+t exoeeds one (1) Yex. hdl fees shaR be Dimd for a new Pemdl (4) No work oi any maia+er ahW be dax Ihat wip do^Oe Me naWnl Ibw d water causi^9 a Crainape poDbm. (s) canuacbr snax noMr ms euudeq tnsDecbr Ww*~ (zy hoLr: in aovance ra au inspections and snal reoeive wriuen aDVrovid o^ raDoebo^ wd bsftrs wa'eed'eW wiM suctessive D411361I ot Uie job. (6) Tne issuano of s DwwA a the aPWOVaI of drawinOS and sPecilkaiUOns aAaN nof De conalnied W De a Per^it for, na an approval of. any vidauon of the provisions ol the buildinp codes or any oMx a0mance, iaw, ruk a regulation. Chief Building Official w ~ cl ~e~~st~n~ ~enee ) t4 C) C.f IS e- S ~ ~ ~J . eKi--y,n5 fc;tr- ) wQ.wCb vv-he S-.. a m ~ J Y' 0 n ~ m S m ~ O O N N ~ m ~ 3 m° O~ m °v m J N ~ O O ~ 3 " ~J C N d n = o ~g d~ ~ o m ~ m ¢ n m n ~ f n ~c a d m ~ T O A ~ x m T O r 0 ::E Z ~ ~ c ~ Q m r m D r 0 m cn C) ~ ~ O Z ~ ~ O '9 m X j m c s m '3u+ ~ 3 z c 3 n~ Q y 7 0 0 ~ ~ 5'°pm o N N N ~ G .d. O ry *N + N A .d.dC AQn n m S fO o m m f d- 8 n°^ d ~ c ~ 3 n 0 0 0 c ~ JJ ~ ^ V 1 ~ a$~ ."DO~ O ~ ~ C N ~ ' G C G~ n~ O S' ~ ~a Qs RI 0 N O a °1 < m~ w m c am 3 ~ v On g~ N z o a 2.0 n ~ 0 w ~p n 3. N O A H A O ~ c d ~ m =m° d ~ gg m a~ N V d d N ~ V O ao 0 < A C N N ~a m n ~ \ 1 ~ y I~I l 1 yy l J O~..y yJ O n ~ ~ ~ z^ l ~ ~ Date: 'K2~ 1 ~ A Certiticate of Occupancy or Completion has been requested for: 53~I AlQwcc,) PURPOS[ Or Building Department Approval: ~ LX Remarks: 7~w. 0 ~I1r~Yy~qm~~ Zoning Remarks: ~LPublic Works Remarks: D U /,Xw L";,) '0010 C/ s 5Y,4., 5~~~lU~ Mc~~i eId ~oV~r CD~rV'^ ~1~ 1 ,yc ^e- L1 ~NaV~ eai-M~-1-n~, tI~QN~ . ~~6V'F VlB2~ '~o D2 com~le~~~I ~n z w~"~~`,%,5 rd~s-Fj-cwvj 6/30 164 Fire Marshall Apprm (If Applicable) Remarks: Sanitation District A (If Appiicable) Remarks: Water District Apprc (If Applicable) ~ Remarks: ~ MELODY HOMFS, INC. ~ FIELD ACCOUNT 11031 Sheridan Blvd. Westminster, CO 80020 60219 p 7, '~~~n. C~-( 23-101-1020 DATE O PAV OROEROP City of Wheatridge ~$(c~. ' DOLUIRS e 11 K 1 YLOkSQ~ O[~ ! DO~ P••• ~ BANKSONC. ~ C~nYm~i.~ren~ FoR ~3qSFS39f 538~ I~arCa~bC S~" NOT GQpD FOR AMOUNTS OVER 525,000.00 t ~ ` V 1140602 191i• 410 200 LO L 71: i 2 i0 27 3940n• INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD 5F-~ . JOB ADDRESS TYPE OCCUPANCY BUILDING PERMiT N0. - DATE ISSUED OWNER " CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) - p N a J Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED 7 Rough Electrical Rough Plumbing YXk Air Test Gas Piping _e-> Rough Heating & Ventilation Framing 1 - r ~O <4 Insulation ~f `0 f~ Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical fj - 2S1 ^r« Plumbing Heating & Ventilation Frame R.O.W. & Drainage - Fire Department Parking & Landscaping Q OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER IMPROVEMENT SURVE~ AND 0ori'4S Carroll st; Lange = DRAINAGE CERTIFICATE PmlcssionalEnginecrs & LanJ Surveyors isa somn unlon omd_, suim 15s Lakew000, Golaratlo 8022F7 (soa) Aao-omo or O U w 0 3 > w ~d P_ y'~1 N 10' U.E r LOT 2 \ G ~ \ BLOCK 3" y \m so ~ x 5tiJ 5~'- m \ 5 1 \ yZx, yZ9, 22.7' 63, SD~ \ ~ \ \ l W CP 5 o ul \ Ul \ ~y \ ~ \m ` Y 32 17.o' ~ ~ 1 cow. 8 PORCH ay~ `s,q 5Lv ~ o0 0 _ ,4 P 52' ~N 5Z~ ~ st`%x si a 26.3' S3; ~ I x 5z' w w DI ~ I IRTr Rn ~ 5' 1 y14i 1 L 1 STORY ~ STONE AND FRAME sssi ° NEWCOMBE STREET FG.S~v N lO' U.E. \ R~ . V ~ o~10 o TRACT C 95.33' N893534'E 55a~ P65p9(,Z ~ ~°4s 4 5j3328„ UF-52g zo.o' 4Zb d a ✓i~ / ~ ^ a o a a o R, 1466, 4,56;339 . \ O .N PLAT ~ I SCnLE: 1" = 20' do6 No: 3161 DRAWN BY: PEB DATE DRAWN: 08-11 -04 REVISED ISP:8 -)6 -o REGRADE: L E G E N D • =FOUND #5 REBAR WITH PLASTIC CAP O =FOUND NAIL & DISK R=PROPERTY LINE BOW=BACK OF WALK FOW=FRONT OF WALK fL=FLOW LWE O =PEDESTAL ` V =SERVICE PROPOSED TGB= 53.7 4S-BUILT TGB=~ 53.5 I HEREBY CERPFY 1HAi THE ELEVATIONS AND ~RNINnGE PAiiERN~ SHOMN Orv 'OT~, BLOCH~, OF ~.1VNE ESTA1FS rcnr~mto t1N IHE OAIE SHOWN, qND ACCUFATELY qryp 1pULY OEPICT THE ELEVA➢ONS' AS 1HEY E%ISTEO ON iHE OA1E OF SA10 SURVEY, THE flELAIIVE ELEVAlION5 AS pEPIC1ED HEREON pAy CHANCE SUBSEOUENT TO THE DqTE HEREOF DOE TO THE SI1B510ENCE OR IIPHEAVAL OF RIE SOIL, ADOIlION OR OR REMOVAL OF SqL BY qCiS pF MAN, EflOSION BY iNf NiND Oq IryAiFR OR OMER FACTORS. 1HEREFIXVE, IS SURYFV Alqy NOi cCCURAiELY T 1HE EI.EVAlIQYS oero DRAINAC N OF THE ABOW I ~ ~0 I ~ ~99 L ~ L= ~ p.63 , R= 100.00 p=6'S'21 , VAilONS AND DRNNAGE PAT1EqN IHONN ARE THE REGISIERF-0 LANO CS CERlIqEO FlNDINCS OR THE GRWNO IXiqOES AROUNO YOVR C ON THE DAIE SHONN C HOME01lNER, MUST MAINTNN 1EVATIONS AND GRAOfS TO DRAIN iME WAIER AWqy FROM NSE. THE BUILDER OF YOUR N1LL NOT COVER SIRUCNRAL TO YOUR HOME CAUSED AS q C( CXANfFC uAnc urme~uiT i0 MAINTAIN THE GRADES h5 SET BY THE BIIILDER AND AS CERIIFIED HEREIN BY THE SURYFYOR. IN A00111QY, THE H.O.W. PROIEClIIXJS ON TOUR RESIOENCE PRONOm BY YWR BNLOER 1NLL NOi COYER SIRUCNRAL OAMAGE CAUSED q5 A RESULT OF CHANCES MAOE IN iHE FIrvISHED DRAINAGE CRADES. iHEREFORE, li IS YOUR qESfON51BILIiY i0 MNNTqIN THE CRADES AS SEL BY THE BUILDER ANO AS c[annco er TMc suRVErav er NEWCOMBE STREET BEARINGS ARE BASED ON THE NORTH LINE OF LOT 2, BLOCK 3,OF THE RECORDED PLAT SKYLWE ESTATES FILING N0. 3 BEARING N8935'34"E . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF Fl SURVEY MADE UNDER MY SUPERViSION THIS 2ND DAY OF AUGUST ,2004_ , OF THE PROPERTY DESCRIBED /+S LOT 2, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis aROPERrr uES wirHiN zoNe c, oESicNnrEO ns CITY OF WHEAT RIDGE, nREAS oF MiNiMnL FLoooiNC, nccoROiNC ro FEoERni_ . EMERCENCV M~ygNr nceNCV FLooD iN;ur~nNCE COUNTY OF JEFFERSON\`\C~pp1UUlIHpp~q~i'i RnTE MnP,~YY'm,gNEL No. 05507e-0005 c, STATE OF COLORAD~p~ ~'y0 RE,~`i/ ii~~ REVisEQ, ~NE EsTnTes FLc. No s.) AND THAT THE LOCATION AI tIv~,q, BUILDWG IMPROVEMENT.~~';,~ 'ENTS.~' TS-OF-WAY IN EVIDE~;CE OR KNOWN TO M,~'~` Gf ROlC 6Y OR ON THE PREMI ~P~ OWN. I ATTEST THAT TO THE BES OWLEGO tIti y0 ~ • z - THE AS-BU)LT GRMqNC C OMB"TH ' THE GRADING AND ERON FQd? BY: ~ DATE: ~/!,':V;~~~~`~~•~ i.^~RECERTIFIED b~A!'~~ E: 1HIS SURVEY DOES NOi ADDRESS EASEMENTS'OTrf€d~~aAtE+IV11056 SNdWN ON THE RECORDED PLAT NOTED HEREON_ NO T WAS PROVIDED i0 1HE SURVEYOR. NOTICE: ACCOflDING 70 COLORA00 LAW YOU MUST COMMENCE ANY IEGAL ACiION BASED UPON ANY DEFECi IN iH6 SURVET wIiHIN THREE YEARS AFiER YOU FIRSi DISCOVEREU SuCH DEFECT.IN NO EVENT MAT ANY ACTION BASED UPON ANY DEFECTIN TH5 SURVEY Bf LOMMENCED MORE THAN TEN TEARS FROM THE DAiE OF THE CERiIFlCATION SHOWN HEREON. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17598 BUILDING INSPECTION LINE - (303-234-5933) Date : 8/24/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5391 NEWCOMBE ST Contractor License No. : 21948 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or res[rictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl ~Fj,eat Ridg dinances, for work under this ermit (OWNER)(CONTRACTOR) SIGNED DATE - ~ ~ -Description : INSTALL 1X4X6 CEDAR TO BOTH WINGS Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use: 10 BUILDING DEPARTMENT USE ONLY Zoning Comments: Approval : TRC Zoning : pRD BuildingFCommenfs:' Approval : Pub(ic WarkP Commenfs; Approval : Occupancy: Walls sic pleaseNofe9 Ft.: OK Owner / contractor is responsible for ' m~crty , -c, znj constructing improvemen: -r - . , . J p1a.i nnd required develo; . ~ ie i_ct responsible fot inacc c%r1 v,'u;vn the plan set and z-_;3 . a itsulting from inaccurate S Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permil was issue0 in acwrdance with the provisions set forth in yopur application and is subjact to the laws of the State of Colorado antl to the Zoning Regulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the onginal plans antl specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done Ihat will change the nalural flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for ail inspedions and shail receive written approval on inspeclion card before proceediing with successive phases of the job. (6) The iss~ pertnit approval of drawings and specifcations shall not be conslrued lo be a pertnit for, nor an approval of, any violation of the pr o e bcodes or any ottier ordinance, law, mle or regulation. . . Chief Building Inspector Please sign Terms and Conditions on reverse side of page. Rug 12 04 10:41a Reding 303-650-8234 p.3 . Dam: ~ry°"'OeC 1✓1110c1~ r ot~,eS ` L r'~°ty^aam': 5 co~Li~r4o.: d1~~1~ c ~3 : C~ ~t ~:~f.t' 1.1C5~c r c~ ~ tncs .....r......... BUILOMG INSP..Lx710N...UNE -~_.W-2S4-6Al..S Y OF YMIEAT RIDGE 7308 YYESf 287H AVBJUE WFIEAT RIOQE. COl0071-~) CIf APP TTOl a owINm~e~artwon~n~aPUnae~~apo~en . t u.naby stdfy ue uw sresek dcunon pcv~ Mr th's vermi+ppicsm^ are .m.ft..na m nohriolu..ppiaenl. «nflnermM• nr.s w Aakfon of m. cay a riMat Ridga s oovwrras. aaaemres or ~4i~tlar d mcoid tla! N rt.w..nrrb .hovn. .na ■o.y.fau n.a. as acarals: uwe I Ime ma aaa apwr b ahtla M ak Cadibns Rr~ m Ilic aPPIcallon and tloR 1 assvew M ~pa~y /a oonq6nos wdth 1hs VNw1 Ridp BW1i9 Cotle N-64y aM aY Ordmnces. for,wR mb..aC Peark i . . 34. PL added Pbone:W3-LELG-1 731 rnow: 3-4(~v- w5truc6on Value:S Perinit Fema plan Review Fee:S ToW:a Wails: Root Stories: Rasidertial Unils: Eladrid Lioense No: PNunbinp License No: Mechanical Ucerae No: Company. CompmnY- CornpaaY: Expiration Date: Expiration DaTe: ExWration Date: ~pyad: npprvwn. d> rnisvamit'~wsruwnaceadane.wnawp~ssatta~inn~•w~ana'sa~oCtbe.Y~sduwsdrd ' ' n_.`.sw..:eY4w oehsdeaamaAMreoofahlso~dimwKOf (2) (3) PA (5) p z«~ing ar c:p' Thb PemtalrA mqYs M(A) thewwk wAwrmad b not camieneed wiMit eOtlY RM dR7R hom Ysw dab or (0) tlw bulfto auBql7md ic suspwMed or a6rdwwd Tar a priod ef 710 dM, rn:. aorad: I•• nswa«eumr w.wA"rer.r..aar»1mrm. anantnan.bma*md• vrovkild ro chsnpas hor.uwi orwe.ew. iau»odgkwlabmwspecWicaftBaW•prsuepwniono.,e.naa.neKnaanotexwsaeaore (1)yev- Ruangss har.uasne.isu~pmion«r,uiennwtma~aaasan. (9»~r.r~araessUr ne aoaara n.wa~ xowak a.mi n•fmr ahr be aon.matw cnnw aw ~wm~nowa.ws..wu~a• ba.+w n"m camaaor a1W notlhtlw eui-a bapecom s+antr4wx R<1 nous o aaanw fer.n Usnxbo am ahdl mwNe winen aPpovai mbm.5en ortl befon pmonediVvAhsuccoa@Woph~afthojob. a1W not bs m~e4wA b 6e a Pa~ mr an The iaWnce N Y Pw" a Me aPP~ova1 W Ba~MV~ .pp,mM ur. anrvierson auh. prweiwts wna Eddw ooass ormr ah.ro.dnano.. mw. cur urequrNoa CihICf BUIIdi19 omctai Rug 12 04 10:41a Reding 303-650-8234 p-4 I t7W. 4.2004 2:02PM N0.03 P.3 P LO T P LA N FOR 0 MELODY HOME&c LOT Z _ BLOCK 3, SKYUNE ESTATES. FILING 3 CITY OF WHEAT RIDGE. COUNTY OF J ON STATE OF COLORADO. ADDRESS 5391 NEWCOM EE? . a OC~E1pBeLMCss t Ye(~p ~ ~1~ Mi G~O~ w~ proer NO+a rst T~oo s o~a~wa ~awp ~NIlvmrc fwll~[II s M mcNR Ma m m[ . 1~ppyyp~ Y~NMT(dpyYMpR p1~1 ~NI YL ILM11qµ1 M~ 4 ~~I~MPFO~OiO s'YI~101WR~Y~.a/niiL~fsll~ICf~ a 1a1 W~ XW~L MMnPo~M.T01~IQ~lO~i P1UfV~ i0Y O~TM RIMS ~ w9 ~ N~ ~ I pI1 coII • ~ i ~I teI 0 L ,o' u p<~ ~ "Cc°Q Q,~, 1NF0 STAKF: MODEL 2007 RN 3 CAR ELEV. A LoT Ai+u (S F ~ a~ .3 n ( - NOUg AR F 6 s 2 COVERlMg= eIDG MfldiT= AVC. BLOQ. MQCNT- 31.57[ 19.G' 74.p' AYC. P.d- . S3.o k ~ M MOUR ryO7NZ~~6 YM1FR SERNCE '~IEOPERT' uNE MER SERNCE 011tiBAc~c a~ WMI{ BTMY S $ ~ ~ • a' sr~mcx Rmuacu ~ M u41iT PttE awfxoN7 oF w.Wc ~ y ~ LoT T'01~I~CE iOt ~ tlu-LK FNRE N19R/J/T C~FLOW LINE 4PMELODY HOMES ~ am MINIMUM SE'fAACKS: ' 5CALE: IfOS/ 911lR7AAlI8L9Q X w 1-800-922-1987 FRdVT: 20.0 SIDE: 7.5'REAR: 10' DATE: ►rsrrm+sren ca eooto PswIll. 4~_»r a934-67007W ~ STREET SIDE~~Q REV: 9Y: M_ - IHL (708J pe..x56e w MINIM 8E STTtUCTURES:75' 3KY JOB NO: , Y , G COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17170 BUILDING INSPECTION LINE -(303-234-5853) Date : 5/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES, INC (SKYLINE FILING 3) Property Address: 5391 NEWCOMBE ST Contractor License No. : 21279 Phone : 466-1831 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenanls, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. <A / i. Total ~ . _ ~ DATE~5-25-pq « _ /~.11 CO (OWNER)(CONTRACTOR) SIGNED Use : Description : 2087 A- W/ 3 CAR TANDUM GARAGE, AIR CONDITIONING (3.5 TON) $182,150.00 $1,896.19 $100.00 $2,185.80 $4,181.99 1 rio. CA 5 `t~ o.ao BUILDING DEPARTMENT U3NLaPnftctar is responsible for loca;ing prorcr;y mes and conmicting improvefiqr,fstar c~ J;n„ to,]. , approved plan and required devclcPme, t sfar:_i .>d;_ OK The City is not responsibfe t~r ;nacc_:ra;c iri'_ submitted withiu ;he piarl S, ~",d c:rors resulting Go'n inac!;cr~,; ; . OK WITH REBAR CHANGES TO FOUNDATION. OK. 5121104. SEE ATTACHED SHEETS Roof : Stories : Residential Units Zoning Commen4s Approval : TRC Zoning : pRD Eiullding Commenks: Approval : CR Public Works Goinments; Approval : DFB Occupancy : R-3 Walls : 2X6 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval: ok/ks Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2004 Approval : OKIKS (1) This permit was issued in accortlance with the provisions sel forth in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work aufhorizad is not commenced within sisty (60) days fmm issue date or (B) the building authorized is suspended or abandoned for a period af 120 days. (3) If ihis permil expires, a new permil may be acquired for a fee of one-half the amount normalty required, provided no changes have been or will 6e made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be dane that will change the nalurel flow of water causing a drainage pmblem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in atlvance for all inspections and shall receive written approval on inspection card before proceediing with successive phases (6) The issuance of a or lh roval of drawin and specifcations shall not be construed lo be a permit for, nor an appmval of, any violation of the provisions o hgoCes oVn mance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page ~ ,,,,~E~r COMMUNITY bEVEIApMENT DEPARTMENT ~ s BUII.DllVG INSPECTTOIV LI1YE - 303-234-5933 CITY OF ~V[~AT RIDGE 7500 WEST 29TH AVENUE WHEA'tRiDGE,C080033-(303-235-2855)m PropertyOwner: (IjQIoC Propcity Address: 63C(! Gonaactor Licensc No.: a112 7 9 Companyr M ~tf1,~,Si,•i . Huilding Pernnt Phone: &)a-qLe-(gBi V Phone: Ol\TEP/C07<iRACTOR S1GNATU0.9 OF Ii%DER$TANDIY•C A7:D ACREFlNCNT F IhcrcbyanilythatlMactbxkEisnncapropoudbylhispnmitapplicationareucunte, C011SIi1lChOIlV21llC:I anWdorwiviolauapyticabkordin.nces,rukswiegnLriwuofdeGlryofwbwt Ridgeor permitFee:$ ~gqlp.~E wverun6.easmtenta or~esbfct~on5o(taad: thet aII masurtmrnlssho+n. snd aflegatione nudr arc auuralr, tAat 1 hsve rtad and a¢ree w abiae 6y an m.dirions arbIea a+i.:a Plen Roview Fee-$ 100 aypfiwion md Mst 1 sasume Potl rapnnsibiliry iw eonvliatke with thc Whqt RiEgt 9uilding Codt (U.B.G) and all aher apphcable wFieat Ridge Ordinanxez, tar work under USC T&7C:$ this Tolal:$ DESCRIPTSON:~OS7A TQ/kdt4-1-t_ 6L1.C4~/ ~I/LtliLC~~'~Le~C J U 3,~~ BU1LDIiVG DEPAR7MENT USE ONLY ZON1x0 COMMlNtl: ApprovalaD4 \~'p 2oning! PFD STC: Sq.Ft.: Q ~ gVIbING COMMIIITS: ak. 1i'J_G~'1 Approval: n~ y"~ ~ ~j iuBuc Won" CorMeKrr. Approval: Occupancy: V_5 Walls:Root Stories: ResidendalUniu: ( ElatriealLicrnxNo: Z~ PlwnbingLicenseNo: ? MecpanicalLicaueNo: companr- I~cc,~ Kac,~;, campany:Fvur_5Pascqq.S Expiiation Date: Fxpiradon Date: Facpi.erion Dau: ( Appmval: Approval: Approvat: `D I~Jn I 04 (l) 7LisPftv"•wiuued'waaurdannwid, JeDro,%mxsmb.Niaywrappic.tiaa.d'usY6jai wlbeNwaoflEeSe~afCobadoWmdYsZmug RefoAliwu and 8w70iNi C90a N WMat RidK. Cdaada a aeY dFaappinbk adman[a dl6e CSb. IIl TDisvaTwsh.!<ap'vei(fiJJKwahauftreadisea~el-Misit.ry(60)daysirom+mudaem(B)mebm1dingiadOrittdissuspeWWNa w.ndw.N (ara pe.iod et Im d.ys. (3) It ~Tis pem.n upiru, a new pamil mar E. ~quirvii fy a f« ef om-haif O~ anwum o%m,&Nj mqdvwkDro.idd mchanga bav<been a..rill be mah :n Oe aituW Dkm and fpec+ficuiwa W rY qprudos a a6mdauoea lue oa euesped onc (l) rm. If cMaaes Mve 6em a i(axv~ a •b.Monmew o.RSe. aee (1) rw. Potl fees no,o nep;d rar. na. pnmk (q I:o -mk Maay wmc We Os doxe ON wiB ch.nn We wwN flor doa causiet a draiup pobkm' l51 Ceavanu SW mifY tlw BaAdin` IWxv mv0`fm Uq h~ io Mxa far atl ieiyapons W1hatl ro~aiw -liwen pyrm-.1 oa inrydiw arA be(ortofweedniwhqsuttas:'ePWonsaf6ejaD. , (b) TheiaauieceWaPcm~nar6eVp~W ofdnwiepydVociLCadwsah&tlm haontruedbbeipe.mHfar.eau qyren7of,uyrio6emMYw prmisiom M Ning eada a ury o n~ics, hw, fWe or x`aWe.. hiefBu' Qlntneceor ZA'd r-Si b00L 6i adti LS8LS£Z£0£: Xpj md 8 9NINNhild 12CCeS5(d,. Residential Worksheet (SF/Duplex) 22• Submittal requirements: Copy of Deed 1?r~ Site Plan (to scale) ~ Elevations Address: 53.51 NewWh.6e S+• 2 a87 • Ar Zoning: Rp _ Use: MS Property in the flood plain? 9° Lot Size: %_X 63sq. fr. Lot Width: ~(A~ ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: ZS7.9 . 55 S4• ft• Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. U01.5' Z' sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: sq. Other: sq. ft. Proposed Lot Coverage: (Total) 31• 43 % 287.9. S5 sq. ft. Required Setbacks: FR 20 37.. S 7' S R l O Provided Setbacks: FR 22 S S ~ R 21' ~ Maximum Height: 35 ft. Proposed Height: nK.pr ft• Maximum Size: ?4o(,OS' 2 sq. ft. 55 Proposed Size: sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any pioperty line, except when used as joint access for two or more lots. In residential zone districts, cucb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses aze at least 30 feet apart, measured from the interior edges. For all uses, one access point pec property is permitted. *Metal sheds in excess of 120 s.f. no[ allowed. Landscapina Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of [he fron[ yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees cequired: Sri'eet hees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 5 -Z5 -O q Applicant: M eAod V ~ M e-S Phone # _30.3 - 4i4' `(0q3 I Location of Construction: 6-3 9i ( Putpose of Construction: -s~~~~ F•r.•+~~d ~s~a~~ Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Rekiew Processing Fee: a~~ 00 a/O (for document processing) Single Family Residence ReNiew Fee: $50.00 S 6,0.00 (for review of applipble technical documents) CommerciallMulti-Family ReNiew Fee: .(for review of existing technical documeMS) $100.00 $ •(for review of technical documents for construction in Rightof-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: 00.00 $ (for doc,vment application and processing) Traffic Impaa Study Review Fee: 5100.00 $ (for docucnem review and processing) Flood Plain Variance Review Fee: kCor document rcvicHand pra;cssing) Class I Appliqtion: $300.00 S Class I PublicationlNotice N/A Class II Application $750.00 S Class II PuWication/Notice $90.00 S TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0 PLEASE NOTE THAT IN ADDTI'ION TO TEE ABOVE FEES. TFERE Wll-L BE ADDI'IIONAL LICENSING AND PERMITTING FEES REQiJIRBD FOR CONSTRUCTION OF II"ROVEMENTS WiTHIN PUBLIC RIGHTAF-WAY. Signature of Applicant Dste rJ u R. ONU3 p4 ~~T DEPAHTMENT OF PUBtIC WOHKS BUILD/NG PERMlT APPLlCATION REVIEW u Dalc: c04. O R p~o L«atiorc 5:34/ /l~~ict,rvrB~ 57~~~T Attention: Building Department I havt reviewed the attached materials submittal in application for approval of a at the above referonced address. Please note the summary commenu below. 1. ✓ Boundary Closure: _ OK _ Na OK; refa to stipulatiors. 2. ✓ Drainage: a. Drainage plan and report Meded _ b. Drainage plan not nxded c. Lot drainagdgading to be reviewed by Building Division ✓ d. Site drainagdgading provisiont have been rcviewed ard aze: (z o ve'Pc-oT~ ✓ OK Not OK; refa to supulations. 3. ✓ NPDES Pernut Required: _ Yes ✓ No 4 ✓ Public lmprovements a. street paving needed: Yes ✓ No b. curb and gutur nudcd: Yes ✓ No c. sidewalk rcoded: Yes ✓ No d. svect lights tkeded: Yes ~ No e. storm xwer nxded: Yes ✓ No f. letter of credit required: _ Yes ✓ No If a letter olcredit is required, for what improvements? n/~AAmount of iettcr of ctedit: Nl,+ 5. ✓ Subdivision Agrament required: Yes No 6. Development Covenant requ'ued: _ Yes _ No If Yes, for 7. ✓ Traffic impact analysis ard report required: Yes ~ No 8. State Highway Access Permit needed: Yes v' No 9. ✓ New roadway or alley R.O.W. dedication recommended: . _ Yes ✓ No If ycs, what is recommended? 10 . ✓ All ezisting dedicatod rosdways/alleys moet tlie sundards of tbe City: ✓ Yes _ No If no, which do not and what is requested' "lZi1" 11. ✓ ►2. 'al^ APPROVAL: The Public Worlcs Department haz reviewed this requat and hereby giva its approval, subject a thc above and/or sttached stipulations. Signamre David F. Brossroan, P.L.S. Date NO APPROVAL: The Public Waks Department has rcviewed this rcquest and dots not give its approval for the reawns statod: Srgnaturt David F. Brossman, P.L.S. Aart lsR.s~Di.vb CE.~T~F~~?T10~.J LET/E.'~ F.~OM P.E. 13. ✓ Stipulationsanached: ✓ Yes _ No P.e1o~2 7Z issu,r..Jc-~ o~r-C.O. 14. ✓ Summary Cnmroents: Anv damax [o Ihe ezistine Public ImprovemenLS u a result of this construction is to be rcpairod to mea Citv sunduds bv thc Pumit 6w1iwN prior to the issuana of tAc Certificate of pccupanev A Draina¢e Cutification Letta is roquired prior a the issuance of the Certificate o( Occuoancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 CRY of Wheat Mdat Dep~ d vubk LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED S.& 1.1O z1 Dear Contractor: ADDRESS S3`7 / 57;0~~--- In conjuncuon with the approval of the building permit application for the above referenced address, this ]etter is to inform you that all exisdng public improvements located along the frontage of said address shall be restored, (if daznaged 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 construcuon commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 ~ ~ ~ v ~ (3--D ~ ~~~~~---------~i L S- { q~--- i i i i il i ;r---- i i ~ i m. .49 '61 l 6199.685 WL I 1 a~----_-_--_ . u. \ r F ~I i 1 ~ ~ ; ~ ~I ZO . ~ ~ r ~ TRACT E I i FI u ~ 0 55 ACRES ~ R . P LOT P LAN FOR ~ MELODY HOMES INC. LOT 2 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON ' ADDRESS 5391 NEWCOMBE STREET STATE OF COLORADO. N89°35'34"E ,o, U. .33''p,d,7o ~~eq ~~ETBAC K N1 1Nw~-- ~ 1 2•0 c 9_ 3sf. _ 22.7' Fs. z ol ~ 26.3 i- N I m 1 ~ ~ I N ~ .4' 3 I I , I I CRAWL N j I I ° I ~ i. 1 7.3' I I ~ I II 42 'I L - J ~ I~q I 0 2.9' T 8.7' M ~ I U ~ I 0 3 CAR ~ m I 50.5~ ~ I c+ GARAGE I ` I RIGFIT 0' ~ tlt l I~ . 20 ' N I PI ~ ° . . V \ 1 l \ \ I 2057 BSMT N e\ 1 I ~ 06 I ~ C II rOb: 53.0 ` m\ 1 i 7flF =53.~- ` ~\y \ ~ \ ca 4a PORCFi 10' U.E. 0 ~ ~ PARFET ST ~o L~=- 63 ,o' u R=100. 9.52 I -17Q9 INFO STAKF• MODEL 2087 RH G N RA NO q 1. THIS PLOT PLAN DOES NOi SHOW LOCAlION OF VANOOW WELLS. FOR THEIR LOCATION SEE STRUCNRAL ENGINEERED PLANS. 2. DIMENSIONS SMOYM qROUND TIE PERIMEiER OF THE STRUCIDRE ARE TO TME EXiERIOR FOUNDATION CORNERS. 3. PRONDE ANO MAWTAIN POSITVE DRAINAGE AWAY FROM ALL FOlINOAiION WALLS 4. TIIS PL07 PNAN SHOUWSEPROPOSEDSMPRObEMENTS ONLY.OFINAINCONSTRUC710N MAY VARY. 5. FOR OUESTIONS REGAROING THE FOUNDA710N DURING E%CAVAl10N, FORM SETTNG, AND HOUSE CONSiRUCTION REfER TO THE ENGINEEREO FOUNDA➢ON PLANS. 3 CAR ELEV. A LOT AREA (S.F.) = 9,163 HOUSE AREA (S.F.) = 2889,3 COVERAGE= 31.57 BLDG. HEIGHT= 19,9' AVG. BLDG. HEIGHT= 14.9' AVG. F.G.= sI.0 & APPROVED FOR STAKING ~ ° O~ ° HOUSE AT MINIMUM SE7BACK RING 48E O N07 CE EQU LEGEND: ❑OUIILITY PEDESTALS 1 R IRED UR H WATER SERVICE R=PROPERTY LINE F Z ° 2' STAGGER REQUIRED ~ SANITARY SEWER SERVICE I BOW=BACK OF WALK ~ LIGHT POLE FOW= OF WALK O Z ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL 407. LOT COVERAGE FOR RANCHES c -ftFIRE HYDRANT ~ =fLOW LINE ----SETBACK @)MELODY HOMES CALL UTILITY NOTIFICATION MINIMUM SETBACKS: ~ " ' INC. CENTER OF COLORA00 FRONT: 20 0' SCALE: 1 =20 11031 SXERIDAN BLVD. ' 1-800-922-1987 ' ° ~ . SIDE: 7 5'REAR 1 DATE:04-19-04 A ESTNINSTER C0. 80020 O^534-6700 ocN~ cn . : REV: PHONE: (303) 466-1831 uu a_~~ ~n W,e,~ o..~. STREET SIDE: 20.0' B Y: B M A F.ix: (sos) 466-2368 MINIMUM ' JOB N0: SKY3 BETWEEN STRUCTURES:15 DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date Applicant: Phone # Location of Construction: 539! Akc✓cz'~iHc= Purpose of Construction: 5~.~~cs F~r.Hiad ~ESiD~tE Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development ReNiew Processing Fee: $100.00 f /o o, uc (for documeni processing) Single Family Residence Review Fee: $50.00 $ 50 •co (for reNiew of applicable technical documems) CommerciaVMulti-Family ReNiew Fee: •(for review of existing techeiical documents) a100.00 $ •(for review of technical documenu for conswction in Right-of-Way, Final Drainage Report, and Erosion Convol Plan) E500.00 $ CDOT Access Perntit Fee: a 1woo a (for daument application and processing) Traffic Impad Study Review Fee: 00 a (for docucnent review and pcocessing) Flood Ylain Variance Review Fee: ~for document rcvicw and pra:cssing) Class I Applicalion: $300.00 S Clus I Publication/Notice N/A Class D Appliqtion $750.00 8 Gazs D Publication/Notice $90.00 a TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So. o0 PLEASE NOTE THAT IN ADDTTTON TO TEE ABOVE fEES, TI-ERE WILL BE ADDITIONAL UCENSING AND PERMITTING FEES REQUIItED FOR CONSTRUCTION OF IIv1PROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature ot Applicaot Date RwON03 , . DEPARTMENT OF PUBLlC WORKS BUILDlNG PERMIT APPLICATION REVIEW Date: Sf~/lO~/ Location: 534! IlAcr.JCOA1A3G ST.ee~T- Attentiou: Building Department I have reviewed the attached materials submined in application for approvat of a S/.~6L~ Fi4H~LS' ~ES~~ENGb at the above referenced addrus. Pleau note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Na OK; refer to stipulationc. 2. ✓ Drainagc: a. Drainage plan and repon nxded _ b. Drainage plan not nxded c. Lot drairegdgading to be reviewed by Building Division d. Sile drainagdgading provisions have becn reviewed and art: (e~o,,e o ve'Pc.o7-D ✓ OK Na OK; refu to stipulations. 3. ✓ NPDES Persnit Required: _ Yes ✓ No q. ✓ Public Improvcments: a. strat paving needed: Yes ✓ No b. curb and gutter netded: Yes ✓ No c. sidewalk rceded: Yes ✓ No d. sveu IighLt roeded: Yes v/. No C. storm uwer needed: Yes ✓ No f. letter of credit required: _ Yes ✓ No If a letter of credit is required, for what impr ovements? 5. ✓ 6. Amount of ietter of aediL• N/.R- Subdivision Ageemem roquired: Developroent Covenant required: If Ycs, fa 7. ✓ Traffic impact analysis and report roquired: _Yes ~G Na 8. State Highway Access Pemlit needed: _ Yes No 9. ✓ New roadway or alley R.O.W. dedicaoon recommended: _ Yes ✓ No If yes, what is recommendod7 10. ✓ All ezisting dodicatod roadways/aUeys meet the sundards of tlx City: ✓ Yes _ No If no, which do rat and what is requested: INJ L-f l l. ✓ APPROVAL: Ttx Public Wotks Department haz ttviewcd this request and hereby gives its approval, subject a the above and/a atnched sapulaaons. 5~0~ Signamre David F. Brossroan, P.L.S. Dare 12. NO APPROVAL: The Public Wwks Department has reviewed this request ard docs nd give its approval for the reasons uatod: 13. ✓ 14. ✓ Signamre Yes No Yes No David F. Brassman, P.L.S. Sapularions atuched: ✓ Yes IMte CsRA-D/Nb CE%~7~F~C~1'170~../ 4EZT~~ FitOM No ~9u~,ec.~ P~Pio,e Td ~ssu.r..j cs oi'e.0. Swnrtury Comments: damaae to Ihe existine Public Imorovemetns as a result of this contwction is to DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 ny ot wteet Podge DepamKrt d Pubi LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED A ~T_ ADDRESS 539/ Deaz Contractor: In conjuncuon wich 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 Ciry's representative wil] conduct an onsite inspection to determine the existing condiUOn(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A21-,0~4A,_,..,,.`..' David F. Brossman, P.L.S. Development Review Engineer Cc: File xev 4103 r nfonnation ToBuild On EngPneering • ConsuK(ng • TesNng Melody Homes, Inc. March 1, 2004 1103 ] Sheridan Boulevard Weshninster, Colorado 80020 Job No. 532-35120 Subject: r Summazy Report of the Geotechnical EvaluaUon for 5391 Newcombe Street, Lot 2, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated March 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (PSn has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 24Y: feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 24'/z feet of overburden soils consisting of fill, sandy to very sandy clay and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Industries, Inc. • 4766 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-598 • Fax 3031423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 2, Block 3 FOUNDATION RECOMMENDATIONS Job No. 532-35120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on ttte individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the grade beams between the footings or footing pads to lrelp concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range azea are commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particulaz site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors are also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potentia] risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a resuit, a slab-on-grade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Gazage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in azeas of expansive soils is variable and unpredictable. At the present fime solutions using readily Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 Mazch 1, 2004 Lot 2, Block 3 Page 3 of 5 available construction technology considered to be within practical, cost effecrive limits are not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potential damage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and irrigation practices. 1. Slabs should be separated from all exterior walls, column posts, interior beazing members and utility lines to allow independent vertical movement of the slab (i.e., construct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on a11 non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A muvmum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In fuushed azeas, all funing strips, drywall and paneling should stop at ]east 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and mairitained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering pario and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended azound all basements and below grade habitable floor space. The drain should dischazge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as tbe primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 2, Block 3 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate azound the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawi space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge polyethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the structure. Our experience has shown that if the Homeowner properly maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. l. The backfill should have a positive slope away from the foundation walls on a11 sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minunum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundarion wa11 backfill and a minunum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particulaz caze should be taken during final landscaping of the site. If the Homeowner desues to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the slructure or slabs-on-grade is increased It is advisable to piant only vegetation that requires very little imgation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 I,ot 2, Block 3 Job No. 532-35120 March 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotexrile fabric. To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorative areas should be constructed above the adjacent lawn or gound surface, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundation walls. Where practicable, main sprinkler lines, zone control boxes, and dra.ins should be constructed at least 10 feet from the foundation walls. Lawn irrigation should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of construction that aze different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floor system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a summary of ow findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICEINDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There are risks associated with construcrion on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construcfion techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The detemunation as to whether slab-on-grade construcrion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement wili occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately known or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the local and regional soil and bedrock profile and iYs variability, material types below the slab, engineering properties of materials below the slab, elcisting stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of nearby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, irriga6on and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerabie experience and judgment on the part of the geotechnical engineer. Such an assessment is refened to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell tesring to determine the measured swell percentage or swell potential of individual samples of a soi] or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a large percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Serviee lndustries, Inc. Paee 1 of." March l, 2004 In an effort to provide some uniformity in terminology and provide a relarive correlarion of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Association of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluarion and Residential Basement Floor System Recommendarions". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representative* Percent Swell 1000 sf Surchar e I.ow 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi h 5 to<8 4to<6 Ve Hi > 8 > 6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab perforxnance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A current design assuxnption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over rime regazdless of the performance risk category judged to be representative of a given site or area. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recently in the Denver metro azea have validated this observation. Criteria used in the study to evaluate slab performance included a maximum crack height of'/a inch, a maacimum crack width of'/, inch, and a maximum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industries, Inc. Paee 2 of 3 March 1. 2004 Basement Floor Slab Performance a~ 5 60 - '0 m ~L ~ 50 v 4 ~ X 'C W v d 30 ~ 20 ° 10 a x o N 0 = Low Moderate High Very High Slab Performance Risk Category Slructurally supported floors, also lrnown as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are other design issues associated with structural floors, such as ventilarion and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Shuchual floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of iYs members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construction of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Pirofessional Service Industnes, Inc. Pa!*e 3 oT3 March l, 2004 ~ Spike as required Partition I 1 for stability ~ ~ Molding, nail at bottom onl~ I ~ Void Space Drilled hole I A Concrete slab 111=LL Wood 2 x 4, nail to slab Information VOID SPACE DETAIL FOR ToBuildOn PARTITIONS ON SLABS Engineering • Consultlng . resu,g EXH I B I T B Brick or siding 5' Minimum Frame Rock or bark aree sIth dovnapout fl`all extended beyond edging Sod ~ I I.=I I I I I I! 1 • • Foundation I 1=' ' Wall Perforated edging or equivalent to allov releeae of water fro m rock or bark area Maintain minimum slope of lOX awey [rom foundetion Minimum 8 Mil Polyethylene or Geotextile Fabric aloped away [rom foundation under edging to top oP grass Info~mation RECOMMENDED LANDSCAPING L/~"'~ .ToBuildOn PROCEDURES Engineelfng.consum,g .re:rrn9 EXHIBIT C RECEPTION H0. F1 91 9 0 9 7 ' 12/04/2003 12:55:44 F'G: 001-005 • PG FEE: 26.00 STpTE DOC.FEE: 19.90 . RECOFDED IN JEFFEFSON COUNTY, COLOkRDO SPECIAL WARRA1vTY DEED 8327 ~THIS DEED, Made this Zn6f day of DGCtva-s ber , 2003, between I J~ ~D THE COLORADO STATE BOARD OF LAND COMMISSIONERS n Whose street address is: 1313 Sherman Street, Room 621 Denver, CO 80203 Of the City and Counry of Denver and State of Colorado, Graator, and MELODY HOMES INC., A Delaware corporation Whose street address is: 11031 Sheridan Boulevard Westminster, Colorado 80020 Of the City of Westminster and County of Jefi'erson and State af Colorado, Grantee WITNESSETH, that the Grantor, for and in consideraNon of the premises, hereby does remise, release, bargain and coavey unto Grantee, its heirs, successors and assigns forever all the right, title, interest, claim and demand which the Grantor has in and to the real estate, if any, situate, lying and being in the County of JEFFERSON aud State of Colorado, described as follows: STATEPROPERTY SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFETM-Nrr.- When recorded send to~ Mebdy Homes, Inc. Attn: Janice Ketly 11031 Shentlan BNd. Westrninster. CO 80020 Special Warranty Deed No. 8327 1 of 4 Subject to any and all covenants, restrictions, easements or rights-of-way, whether or not of record. TOGETHER with all the herediments and appurtenances thereto belonging, or ~ appertaining, and all the estate, right, title, interest and claim and demand whatsoever of the Grantor, either in law or in equity of, in or to the real estate of the Grantor, to the use and benefit of the Grantee, its heirs, successors and assigns forever, subject to the following reservation. RESERVING, however, to the State of Colorado, as Grantor, all right and interest in and title to any and all minerals, ores and metals of any kind ard character, and all coal, asphaltum, oil, gas or other like substances, and all geothermal resources, in, on or under the above described property and all rights of ingress and egress in, on, under, over, across and through the above described property for the purposes of exploration, production, mining, development, extraction, removal, withdrawal or access to such substances and resources, together with enough of the surface as may be necessary for the proper and convenient working of such substances and resources. GRANTEE, its heirs, successors and assigns shall provide actual and posted notice of non- liability pursuant to C.R.S. § 38-22-105 notifying all persons who might claim a mechanic's lien relating to any work on, materials provided for or improvements to the State Property initiated by or conducted Tor the beneTt of Grantee, its heirs, successors and assigns that Grantor's interests are not subject to such lieus. Grantee, its heirs, successors and assigns shall indemnify and hold Grantor harmless against any claims for mechanic's liens relating to any work on, materials provided for or improvements to the State Property initiated by or conducted for the benefit of Grantee, its heirs, successors and assigns. This obligation shall run with the land. TO HAVE AND TO HOLD, the said real estate above bargained and described herein with all its appurtenances and Grantor warrants the title against all persons claiming under Grantor. Special Warranty Deed No. 8327 2of4 IN W7TNESS WHEREOF, I, BILL OWENS, Governor of the ~ STATE of COLORADO, have caused this special warranty deed to be executed by duly authorized officers and its seal hereunto affised this /Cm day of 4&/tr, ,bei ,2003. • Governor ' (STATE SEAL) ATTEST: lvel Secretary o State Special Warranty Deed No. 8327 ` '~I \ x)~ . ~ • . . .r 3- ' . . ~ i ~ . . , i . . . ' 3 of 4 STATE OF COLORADO ACTING BY AND THROUGH THE STATE BOARD OF LAND COMMISSIONERS I( (I.AND BOARD SEAL) Denni rinker, resi t State of Colorado ) City and ) ss. County of Denver ) Special Warranty Deed No. 8327 was acknowledged before me this 'qik day of IVo vto%b r , 2003, by Dennis Brinker, President, and John Brejcha, Deputy Director, of the COLOI2AD0 STATE BOARD OF LAND COMMISSIONERS. WITNESS my hand and offcial seal VkoT41tY• _so ~ C TNRA ~ D niel Thompson P(BLIC NOTARY PUBLIC ~aF CO~'~ - ~ My Commissior. Expires: 04 Special Warranty Deed No. 8327 4 of 4 EXHBIT A TO SPECIAL WARRANTY DEED 8327 (STATE PROPERTI) BLOCK 1, LOTS 1 through 12, inclusive; and BLOCK 2, LOTS l through 13, inclusive; and BLOCK 3, LOTS 1 through 12, inclusive; and TRACTS A through H, inclusive, SKYLINE ESTATES FILING NO. 3, as described on the Final Plat of Skyline Estates Filing No. 3, recorded on November 24, 2003, in Book 174 at Page 63-65, as Reception No. F1912489, in the office of the Clerk and Recorder of Jefferson County, Colorado. (such Final Plat prepared by Kirkham Michael, dated August 7, 2003) Special Warranty Deed No. 8327 5 1 ofl P LOT P LAN FOR MELODY HOMES INC. LOT 2 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5391 NEWCOMBE STREET 3.32 N89°35'34"E 95.33' 070 ' eq h. ~'.`1 U.E. , 10 ~~_HTBACK L-0~ a ~ ~S 7 N \ 9 3sf 7 ol . , 3 6 2 I ~ < ao . STOOP ~'v> ~ o; ' ~ I I I I ~ N ' --J 3.4 - I I G~ ~ 25 ~ I 22J' ~ ~ N ( I I CRAWL I \ I C GI ~ S4 I I^ 11-3 I ~ I \ \ I^ f 2087 I~ UI \ I BSMT I I u? ~ ~ ~ I ~ m I I I ' I \ L J z o ~ \ \ ~ T p 2.9' ~ SJ p G I j0(rc53.0 5a. 70 F= 53, ~ I o 3 CAR ~ m I N GARAGE IGFiT 3 2 1 17 0' I I 0 I 1 . . I M *5 20.0' I llI. ' I I 6 ~ PORCFi I" o - - - - - ~ Qpl ~ .I o vp~ . i / ~ ct 10' U.E. I ~ / 4a ~ ' ga L~ . 6 3 U R= 100.0 52 9~ 4 2 PARFET ST • n r 1 GFNERAL NOTES 1. THIS PLOT PLAN DOES NOT SHOW LOCA770N Of VANOOW K£LLS. FOR THEIR LOCAl10N SEE STRl1CTURAL ENGMEERED PLANS. 2. OIMENSIONS SMOWN AROUND TME PERIMETER OF THE STRUCTURE RRE TO 1ME EXTERIOR FOUNDATION CORNERS. 1 PRObiDE ANO MAINiAIN POSIPVE DRAINACE AWAY FROM ALl FOUNOAPON WALLS PER WARRANTY REOUIREMENTS. (O.Sx AIINIMUM SLOPE FOR CONCRETE PANS.) 4. THIS PLOi PLAN SHONS PROPOSED IMPROOEAIENTS ONLY. FINAL CONSTRl1CilON MAY VARY. 5. FOR OUESTONS REGARDING iNE FOUNOAPON DURING E%CAVPTON, FORM SETTNG, AND HOUSE CONSTRUCPON REFER TO THE ENCWEERED FOUNOATION PLRNS. & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK Lt(itrvu: ULJUTILITY PEDESTALS ~ Z 0 CHECK FORMS BEFORE POURING OTICE REQUIRED O R WATER SERVICE R=PROPERTY LINE = N w 48 H U N (S SANITARY SEWER SERVICE BOW=BACK OF WALK 2' STAGGER REQUIRED LIGHT POLE FOW=FRONT OF WALK z~ ° 357 LOT COVERAGE FOR 2-STORY/ TRI-LVL ~A'S'FIRE HYDRANT ~ I[=FLOW LINE -'--"-"-SETBACK 40% LOT COVERAGE FOR RANCHES EASEMENT DY HOMES CALL UTILITY NOTIFICATION MINIMUM SETBACKS: ' SCaLE: 1"=20' INC. @)MELO CENTER OF COLORADO . FRONT: 20.0 DATE:04-19-04 1f031 SHERIDAN BLVD. 1-800-922-1987 ~pS34-67OO~DENKP SIDE: 7•S'REAR: 10' REV: R'ESTAflNSTER C0. 80020 ~_~d~ w~. SIDE:2a.0' gY: BMA PHONE: (303) 466-1831 ~ ~d•~ MINIMUM ' JOB N0: SKY3 Fax: (sos) 466-2368 BETWEEN STRUCTURES:15 INFO STAKE: MODEL 2087 RH 3 CAR ELEV. A LOT AREA (S.F.) = 9,163 HOUSE AREA (S.F.) = 2889.3 COVERAGE= 31.5% BLDG. HEIGHT= 19.9' AVG. BLDG. HEIGHT= 14.9' AVG. F.G.= 15:1,0 d- N i pr GARAGE \ MA g" 6X6 WELDED WIRE VARIES PER PORCH _ 8" 6X6 WELDED WIRE 0 N ~ N SE FABRIC. 4" CONCRETE SLAB FABRic. ~ STEP BOT. ~ OF I I I ~ ~ 1 fi FTG-TYPICAL INDICATES PLACEMENT aF V I aD UNLESS N MATERIAL UNDER CRA aTEO DE BEAM. -r ~ n VARIES PER PORCH 8" 2x6 PLATE W MIN. 4~-~~ SHOP PRIMED 4" CONCRETE SLAB ON GROUND. ~ FDN. 4~-O f. r ~ N 2-1/2"~ ANCHOR 5" MIN. w8Xt3 ON GROUND. BOLTS TO BUTTRESS. BREAKOUT STEEL SHOP PRIMED BREAKOUT STEEL W8X13 H C t o - TOP AND BOT. °i,~ ~ s Y... ~ - ~4 ~ - oD ~ W - - -QJ TOP AND BOT. ~ ~ TOP AND BOT. r CONT. REINF. - CONT. REINF. x ~ ~ CONT. REINF. ~ BLOCKOUT f 1 1/2° CLEAR ~ - ~ 3'-10": ~ TOP OF HAUNCH TO ~ BUOTTRESST ~ BE 8" BELOW TOP ~ 2-#4 X I ~ AS SHOWN. M FOR BEAM. ~'_g" OF WALL ~ TURN SAAB EDGE (1 EACH FACE) 2-~4 X io ° DOWN TO HAUNCH SEE SECTION 1 ON SHEET S-2 ~ ~ ~ AS REQUIRED. FOR VERTICAL AND HORIZONTAL ~ o WALL REWFORCING, IF REQUIRED. o i z ,Y ~ j 1 a 9 s #4 X r+ DOWELS ~ 8" O.C. ~ 10" z ALTERNATE DIREC110N OF LEG IN FOOTING. 2-#4 (SIZE VARIES ~ 1 PER PORCH) i 1 1/2" CLEAR 1i 1 I I CONCRETE I i- 2-#4 X ou o AS SHOWN. SLAB. 4'-4" f _ (t EACH FACE) _ - I_i ~r ~ i POLYETHYLENE ~ T 1 ~ _ SEE SEC110N 1 III I_ .III= ~ VOID BEYOND, SEE SEE I t I FOR DETAILS. r~ PLAN FOR LOCAl10N. PLAN 1 1 1 1 S E CTT O N 11 3~8~~ _ ~~-o~~ S~ CTI O N 9 ~3 HAUNCH AT END OF PORCH. BUTTRESS CONSTRUCTION V ~T ~ i ~es+ • r~ 59'-0" 6 I (L 10'-0" 28'-0„ i 10'- 9 1 /2" 17'- 2 1 /2'~ 1 6~_8~~ 2>_4~~ 3'_g'° 7'-1 1/2" 5'-p" 2'-p" 10' 0 1 .r 2 r _ - ~ - N u Wit- f I STEP BOT. OF ~ ~ FDN. 4~-0'~f. ~n t ,r P T I O N A L ~ INDICATES PLATE rr STOOP LOCATION. TYPICAL. cv 3'-6" X 3'-6") ~ ONCRETE ~v AUNCH AT e a e 9 Jf ~-0 PAD t trtt'y'y 0 ~ ~ 1 I ~ }t 1f 19 20 FTG. 24 X 24 X 10 THICK I -s i.t.1 ~ ~ ~ NLY.STOOP 4-2X4 POST B A S E M E N T cn STEP TOP OF L. i ~r s FDN. 10". g~ 8'-11 " ~ 3-2X4 POS tt 1 ~ ~ L- I N ~I I I ~ I WSX1O - - i ~ ~ NOTCH FDN. 8" MAX. FOR DOOR & MAINTAIN 24" MIN. I - ~ ~ I BTWN. ROWS OF REINF. _ r. . ~ `s - ~ (AT OPTIONAL DOOR ONLY). I ( I ~ ' STANDARD FRAMED E- qM ~ CONNECTION OR WEL4ED r ~ EQUIVALENT. ~I 3"~b SCHEDULE 40 N -r ~ ADJUSTABLE STEEL 3>~ EXTEND REINF. TO PIPE COLUMN. END OF WALL. TYP. t i Z N GARAGE ~ - - \ ~r 16~~ FTG-TYPICAL ~ CONC. SLAB )`N ~UN6 7 ~ d- ~ ( UNLESS NOTED ~ ~ M N N N L-- s_ F ~ _ } a 30" FTG. 4 t. STANDARD FRAMED BEAM 3"D SCHEDULE 40 _ t _J.a 6 ~ i. r INDICATES PLACEMENT OF VOID CONNECTION OR WELDED ADJUSTABLE STEEL MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. 1~ C~ ° ~ SEAL VOID WITH POLY. TYPICAL r pp J 'r c o W12X26 =r a r ~ s c ~ ^4 t ' ~ r~ i ! NOTCH FDN. 12" MAX. FOR 5 3"~ SCHEDULE 40 DOOR & MAINTAIN 16" MIN. ADJUSTABLE STEEL ~J 1 Y y~ r'- ~ ° BTWN. ROWS OF REINF. PIPE COLUMN. `t ~ ~ NOTCH FDN. 12" MAX. FOR STEP BOT. OF i- ~i DOOR & MAINTAIN 16" MIN. FDN. 4'-0"f. ~ ~ BTWN. ROWS OF REINF. 1rr 4 2. L o I a ~ f i N ~ ~ 1~ i MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE FACE J` ~j OF WALL TO OMIT BRICK Se RETURN. E~EVS. B & C ONLY. t f k_ ! << tl_ t 4 i_ •rr ~ r~ } ~L - } 1' p' 6'-8" 2'-4" 2'-4" 17'-4 1 /2„ o„ n, ~ n 1'.11" ~ri~-3'~ 1' .11 1 ~ - -r 1. f VVIVLJf't IIVIY I !'1LLV Iv I.,aL v II IIV~\ vlrt-L.rv arv 16..v v ~I IL1~►r~vL. f „ 17--4 1 2 /7 14 ry aDneslnc A linIn CDArC' AMM/17 nD Dr-71 n4A1 DADTITInhIC M/C7D C1 AR n1\I 7 _d la ~ V • ,y,/ SHEET. 41 2 10'-0" 190-8 1/2" 4 1/2 st t is ss st 91- 8 1 /4t' is 5t 1(} 1 /2" tt 9a-8 1 /4" 1 11 I 1 11 F 4th CAR GARAGE OPTION r n st 4 1/2 27 s-11t, 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. OF 2 2. SEE ARCH. PLANS FOR DETAILS. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 2500/1000 2X PLATS ON TOP OF BEAM. ~S_ DOUBLE 2X n ~~1~ PLATE. ' i SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT 8~~ WITH DOUBLE PLATE. FOUNDATION i ~ i - - - 2-#4 TOP & BOT. WALL. CONTINUOUS. i r~ AA BEAM POC 2 IVI~~ t 1~ w A =1~ nOUBLE PLATE AND AS SHOWN. r-- BEAM POCKET CONSTRUC BRACE WALLS BEFORE 1 BACKFILUNG. E 1 R ~ ~ b v z ° 2 C SEPLN q~ 0 w ~ t y~ W j ANGLE EXPANSION JOINT. l7 a j 4" CONC. SLAB ON UNDISTURBED SOIL OR COMPACTED FILL. - W SCORE JOINTS IN SLAB AT I i I~ I I I-' ~L; i Y t_ ~ MAX. 200 SQ. FT. AREAS. 3i III # z w ~ _ ,G u f- W i o ;,r~ _ , ~ °0~ ~ R o z ~ 4,> ur i ~ c=n P z J 1 G ~ I ~ ~-III ~ ' ~ _ ~ ~ C ~ 00 ~ d YI r PROVIDE #4 X 1'-6" DOWELS -m T ~ 2'-0" O.C. MAX. (MIN. 2 I I- -I I 4" VOID BEYOND, SEE DOWELS PER PAD) F ~~Y. SEE BE PLAN FOR LOCATION. SEE S PLAN BEAR ON UNDISTURBED PLAN SOIL OR STRUCTURAL FILL. i~ t r f' L a r- r - ~~~~~IV 1 1/2~~ _ ~~CT1o~ 2 REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. N- ~z r. s I o~~ 1 2-#4 TOP & BOT. . " . ROW OF REI`F. a. ~ CONTINUOUS. N EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCK M POCl~ET - - - LEDGER W/2 ROWS OF 20d FORMING -'~=~I, FLOOR FRA NAILS ~ 12" O.C. (1 TOP & 1 BOT.) 2-#4 FULL HEIGHT N SIMPSON U210 HANGER PLYWOOD S I OF FDN. WALL. BEND 1 ~-6" JVER ~ 3/4" T & G SUBFI~OOR - TOP OF WINDOW. 'L 't LAG SCREWS AS REQUIRES FOR I L~ STABILITY. 'r .r ~ I I N i~ry DRILLED HOLE t N 2X10 FLOOR JOIST, FLUSH GLU SEE PLAN z 2-#4 UNDER MOULDING. NAIL ~ 2'-0" 2'-0" WINDOW AS - - GRADE AT GRADE AT AIR SPACE AT BOTTOM ONLY. o MIN. MIN. SHOWN. - ~ ~ L tY 1 '=1 I I- I- I I~ III I =1 I ~ y i POLY. SEE SEE SECTION 1 ~ 1 4° VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SECTIO PLAN PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE PLAN BEAR ON U SOIL OR STRUCTURAL FILL. PLAN FOR LOCATI~~N. SOIL OR ST l ~ I ~I ~ 1/2n 1~_p~~ ~ ~ ~ I 1 o I ~1 / 7/2" = 1 ;k 1<- . e . v S_ - - . Ix - - a_. 1 i BEAM TO WALL CONNECTION Y ~ i t~ r GARAGE OR CRAWL TOP ROW OF REINFORCING. j--- A 3 i MAKE TOP BARS CONTINUOUS r; r WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. ~~i STOOP SLAB. a FDN. WALL 4' ° - BOTTOM ROW OF REINF. EXTEND INTO BASEMENT WALL ~t 0 I N HAUNCH ~ . INDICATES PLACEMENT OF VOI MATERIAL UNDER GRADE BEAM. I SEAL VOID WITH POLYETHYLENE. :i 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. Pil :f o I v 'r. r (1 EACH FACE) U~vvH ~ 1v1~ VVHLL M=ilNr-UNUJjNC~ SEE PLAN I, INTO WALL. 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. N~~ I NU. I I Dff I AIL 11211 = 11-011 ► r r 1 k.,# H L r- v u i v L AUNCH AT BOTTOM ST ~I 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPACE TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ors - ~ .r1br"`TK I/'1 Y1 CT A TI 1 F i ~L ~