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5333 Newcombe Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ((: INSPECTION NOTICE .ha-( Inspection Type: `"ij'" f��— Job Address: _ L )c_'�`� Permit Number: -7-C) i m ❑ No one available for inspection: Tirrae' Z51CAM M Re -Inspection required: Yes M7 When corrections have been mads call for re -inspection at 303-234-5933 Date: - �~ Insped- si t DO NOT REN10, E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE�_� Inspection Type: Job Address: r" F- PermitNumber:i� ❑ No one available for inspection: Tire' AM/PM Re -Inspection required: Yeses' No When corrections have been made, call toore-inspection at 303-234-5933 Dat# °° Inspe --- r 1 DO NOT REMO VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' Job Address:..� � - �0 AAT -11 a, r Permit Number: 2i!:;, � q , 57— ❑ No one available for inspection: Timekv M Re -Inspection required: Yes" When corrections have been made �call'fior r - pecctio 403-23 5933 Date: Inspec o,�. DO NOT REM&E THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201900465 PERMIT NO: 201900465 ISSUED: 03/26/2019 JOB ADDRESS: 5333 Newcombe St EXPIRES: 03/25/2020 JOB DESCRIPTION: Install 7.59 kw rooftop solar PV System, 23 panels, does not require structural *** CONTACTS *** OWNER (303)513-3743 DAUZAT APRIL S, BRIAN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,216.00 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. 1, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this en [further attes{ that I am le ally authorized to include all entities named within this document as partes to the work to be performed and that all worls�t9 per�o}med is disclosed in this document and/or its' accomnanvin� annroved mans and cnPrificatinnc Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 da s made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app e code or an "ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' lhcat jd�c Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # � �J q� a0l C Plan Review Fee Building Permit Application Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: S'_; 3 NeucnmW 5� Property Owner (please print): EWVa M0 7CIA Phone: Property Owner Email: G ILIZ'ay _bi'lanc�cl cn- v1 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: fjaJJ1C OS OCD�eck Citv, State Arch itect/Engineer: l one- Architect/Engineer E-mail: Contractor Name: �)- kn\c Erle\ Q City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone:,' CONTACT NAME (please print): tC(25 Phone:?f�a\q - Jgsc) CONTACT EMAIL(p/ease print): -%Me- s ry c koo Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: AH r, C E Bey Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # I 80060 Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL ® 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. 5a kw {O()s®\a� PV s y5 f ern Sq. FULF BTUs Gallons Amps Squares FOC Solar: -4.5q KW # of Panels 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) $ li'& 9i6 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 arc 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 perforin the described work and am also authorized by the legal owner of ally 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)r0*1or . l L"THORIZF.D REPRESE_�'T.1TII E) of (OW_�ER) (COIFTR I CTOR) Signature {first and last name DATE:3/lqllq Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION. CONSTRUCTION TYPE: Reviewer: BUILDINPARTMENT COMMENTS: �' �..�-�f Review r: @K4e V � C4--' PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Monday, February 18, 2019 otl Auric Solar 2310 S 1300 W West Valley City, UT ! RE: ROOF EVALUATION FOR 5333 NEWCOMBE STREET, WHEAT RIDGE, CO 80 2, COLORADO evaluated the support system for the proposed solar array for the residence located at 5333 Newcombe Street, Wheat Ridge, Co 80002, Colorado. The information used to evaluate this structure is based off of a field visit done by Auric Solar on behalf of Epic Engineering. It is my understanding that the roof structure consists of pre -manufactured trusses at 24" o.c. where the solar panels will be located. The existing roofing material consists of asphalt shingles. The roof of the structure is 3050 square feet and will be supporting 23 solar panels covering an area of 402 square feet. The following loads were used in the analysis: Dead Load 36600 lbs (12.0 psf design load) Snow Load 91500 lbs (30.0 psf design load) Solar Panels 1206 lbs (3.0 psf design load) International Existing Building Code (IEBC) 2015 Section 807.4 indicates that alterations to a building that result in less than 5% increase in the gravity loads may be performed without a structural evaluation of the existing building. The proposed alteration to the required loading of the structure results a 0.9% increase over the current loading requirements, which is allowed by IEBC 2015. It is my recommendation that the existing trusses will safely and adequately support the solar panels. The roof attachments should be staggered such that the mounting hardware can be attached to each truss at 24" o.c. in order for the loads to be evenly distributed along the trusses. The racking should be installed per the manufacturer's specifications directly to the truss top chords. The attachments consist of a 5/16" or 18/8 SS lag screw with 2" minimum penetration into the truss top chord. The fasteners should be centered on the member width. can be reached at 435-654-6600 extension 123 with any questions. Respectfully, Adam Huff, S.E. Epic Engineering, P.C. Cy d ge ittd9p 50 Hast 100 South Heber City, Utah 84032 (435) 654-6600 (4 35) 654-6622 FAX Design Wind Speed 3 -Sec Gust 116 mph Risk Category 11 Wind Exposure C Area of Roof 3050 ft2 Number of Solar Panels 23 Area of Solar Panels @ 17.5 sq: ft.'per panel 402 ft2 Number of connection points 50 5°10 Weight Increase Calculation (Based on IEBC 2015 Section 807.4) Total Roof DL (12psf design) 36600 lbs Total Roof SL (30 psf design) 91500 lbs PV Array Load (3 psf design) 1206 lbs Weight Increase «-! PV Array 0.9% PASS Solar Panel Attachment Calculations (Based on NDS 2015 table 12.2A and table 12K) 5/16" lag screw pullout capacity 532 lbs 5/16" lag screw shear capacity 190 lbs Tributary area per connection 3.7 ft2 Wind pressure 62.8 psf pullout on lag screw- (Trio area * Pressure) 229.2 lbs PASS Minimum embed depth of 5116" lag screw 2 in Shear on 5/16" lag screw ((SL+ Solar Load)* Trib Area)* sin(roof pitch) 107.3 lbs PASS R,a9® O ,, Oi00 0 HT r4 Photovoltaic Module Panasonic's unique heterojunction technology uses ultra-thin amorphous silicon layers. These thin dual layers reduce losses, resulting in higher energy output than conventional panels. >,y a , �� T�vris Narent elec.reJc';fGU� k k -- - �ntficA-.ryPe �Ir.,va<lat Advanced bifacial cell designed for increased energy output. The cell utilizes sunlight reflected back from the rear side material which captures more light and converted into energy. Panasonic S Our competitive advantages High Efficiency at High Temperatures - As temperature increases, HIT" continues to perform at high levels due to the industry leading temperature coefficient of -0.258% /°C. No other module even comes close to our temperature characteristics. That means more energy throughout the day. Panasonic 25 Year Product and Performance Warranty" Industry leading 25 year product workmanship and performance warranty is backed by a century old company- Panasonic. Power output is guaranteed to 90.76% after 25 years, far greater than other companies. 0 Quality and Reliability -0' Higher Efficiency 19.7% 0*1 PPanasonic's vertical integration, 20 years of Enables higher power output and greadPrgy experience manufacturing HIT` and 20 internal yields. HIT' provides maximum produc'fion for your tests beyond those mandated standarblimited roof space. ds provides extreme quality assurance. wvtock, idga 9 Doc Low Degradation HIT "N -type" cells result in extremely Low Light 9 OP Induced Degradation [LID) and zero Potential Induced Degradation [PID) which supports reliability and longevity. This technology reduces annual degradation to 0.26% compare to 0.70% in conventional panels, guaranteeing more power for the long haul. Enhanced Frame Design A new 40 mm frame increases durability and strength being able to handle loads of up to 5400 Pa. Also, the water drainage system give rain, water and snow melt a place to go, reducing water stains and soiling on the panel. Less dirt on the panel means more sunlight getting through to generate power. �.IT` is a rgi=_t—d k of Pendso 3,,-p Photovoltaic Module ELECTRICAL SPECIFICATIONS Rated Powe,:P—Al 390W 325W Max mum Rowe- V01 -age Ivoo 58XV 57.6V fvax mj, rny,e- Cir,ert Rpm] 70A 65A Oren CirCL t Voltage IVOC.) 69.1V 0.6V Current C] 11.0?n 6.03A Tempnratu,p. Coniffbep: Wmaxl -0.7581./'C 4,208"-,/1C To,mrr,,:t,,o Co -F cier: Wrr' -1.1t'/ C Temp-raIrt-re Co -V :,n.rT 1!5-) 3.34rA,11C 3.34mA IC NOCT 44.0'C 44.0'C CFC —C Rating ITojf_j7j,1j 301.1w 302-3w Cell �F -inn-y 22. FU' holy 19. 1 7.4ltS hatts. per Ft.' 8.3w 1 P. 1W Kla.irr, System Vo_tngo I WN 0r1 S,r,-?, Fuse R—on IFA 15A Warranted Tole ranee i- /-0 1%/- 0% Made� Intorr3t Bypass Code, VBVIN33USA17, VBHN325SA17 4 Byo3ss Diode= Man ite Arra '8_02 Ft." ".6.7mal q1t /C.?,1 Lbs, (I ti.akcl D mersior,5 LxWxH 62.6x41.5x1.6 in. (I 9,)xlC,3x/,(' mm) Centel Lengri /C.z.'4f,.2 In. 11'121/132) roll Cantle, S�ze I Type No. '2 AW'_, i PV CAls, Conncr Tyne Mt -ti -Contact, Tyne W 1NIC/0"I 513tic Wind / Snm Load 112 `SF (,14J0FaI* Pqtti Dfinensiuns LiVIxil in. Quartwg per Pa -ti PaHetWe,ant 24 ors./'C49 Lbs. '476 kg) QLlar-ir,, per W ier 672 p-,,. Quartir, per 2C' Cnp-, ne.- 288 p -,s. OPERATING C.DNDITIONS & SAFETY RATINGS Mo&t Ope a(ing _empornt )I VBHN330SA17, VBHN325SA17 -401F tn 'K'F -4 )',- to PH'C! Ha S3%ety Impact Vetdly I " ha,lstoni (25rrml at 52 noon S,3 ty & Rat t i C�, U1 -703 _UL,CFC, CFC Ut, 17J3Fere C(a,5,fcation Typ ' t tia, cc V'a- J" V 2—* Yr, 'No, la, Fo v, 00pd, .1 carj" NOTE t r.,T, I t t 1000" P.,": - a1 Oct p., c1tee can., h3-, p.cj-.' chr_-k a-! -3ron C -j -cot. -'Install it r , , - - , b, I" cd m uui ~.Panasonicusahitwarranty.co ., t I -1-, Ll Id.— 4 "I"' s it 00 _11-P ( 1' ,,it be I, n7 'n A d q,lo . ..... ... t ,,c I 100m , � , , t I', PIPV-1, H,1 l fli it, 'I't' NOTE: Sc- -3ti... ?-d I, , at,oy Cho q- v,I Panasonic PERFORMANCE WARRANTY -1. a Panasonic s, Con,anticnat DIMPNSIONS m S L) U,i! inches (-1 'P1,, 1 1 --to h- 1 ,l :alto n— ij,,--, PL N 1", c- N, l R p A u i N E to",'r. 0% S V0 61 temp ,a ure 2S Zt CAUTION' Please read the installation m-iniot carpti-iUv 1 -fort, tjmq the pro(Ili-tc, ll- ricat )c dc 'r0ni rodtj_:c, — b. o, .,d . 1" 91r-ot h'N a. Fa-L,j�cr tr',i nt, —0.", gra _f-[dp,,J_I, plt_-e t-1 C."(1 I- _ 0 1, t1, Enphase Microinverters ri �rr1(I 1 Enphase Q Microinverter a To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7X Micro" dramatically simplifies the installation process while achieving the highest system efficiency for systems with 96 -cell modules. Part of the Enphase IQ System, the IQ 7X Micro integrates seamlessly with the Enphase IQ Envoy"', Enphase Q Aggregator", Enphase IQ Battery"', and the Enphase Enlighten"' monitoring and analysis software. The IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install Lightweight and simple Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NFC 2014 & 2017) Productive and Reliable Optimized for high powered 96 -cell* modules More than a million hours of testing Class 11 double -insulated enclosure UL listed Smart Grid Ready Complies with advanced grid support, voltage and frequency ride -through requirements Remotely updates to respond to changing city of grid requirements Configurable for varying grid profiles WhQatRtd98 Meets CA Rule 21 (UL 1741 -SA) p�vis� sk ino * 00 T'ne 10 7X is required to support 96 -cell modules. � Enphase IQ 7X Microinverter INPUT DATA (DC) IQ7X-46-2-US Commonly used module pairings' 320 W - 460 W + - m Module compatibility 96 -cell PV modules Maximum input DC voltage 80 V Peak power tracking voltage 53V -64V Operating range 25V -80V Min/Max start voltage 30 V r' 80 V Max DC short circuit current (module Isc) 10A Overvoltage class DC port II DC port backfeed current 0 A PV array configuration 1 x 1 ungrounded array, No additional DC side protection required; Environmental category / UV exposure rating AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) Peak output power 320 VA Maximum continuous output power 315 VA Nominal (L -L) voltage/range' 240 V 1211-264 V 208 V / 183-229 V Maximum continuous output current 1.31 A (240 VAC) 1.51 A (208 VAC) Nominal frequency 60 Hz Extended frequency range 47 - 68 Hz AC short circuit fault current over 3 cycles 5.8 Arms Maximum units per 20 A (L -L) branch circuit' 12 (240 VAC) 10 (208 VAC) Overvoltage class AC port III AC Dort backfeed current 0 A Power factor setting 1.0 Power factor (adjustable) 0.7 leading .. 0.7 lagging EFFICIENCY CEC weighted efficiency @240 V @208 V 97,5% 96.5% MECHANICAL DATA An>bient te!nperature range-� -40°C to +60°C Relative humidity range 4`,a to 100% (condensing} Connector type MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) Dimensions (WxHxD`) 212 mm x 175 min x 30.2 mm (without bracket' Weight 1.08 kg (2.38 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class 11 double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA, Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase 10 Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690, Compliance CA Rule 21 (UL "1741 -SA) UL 6210c1-1, UL17411IEEE1547, FCC Part 15 Class B, ICES -0003 Class B,Ow04 CAN/CSA-x22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -20, ®rd NEC-20, NEC -2017 section 690-12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PVy�f ww and DC conductors, when, Installed according manufacturer's inst, uctions. o.v,s'p° euaan9 1. No enforced Dr- AC ratio. See the comnatibil ty calculator at ntt;; 1Aen ast o r_en ;ul poi r dul_e-co mpat bili. 2 Nominal voltage range cart be extended d beyond r:ominal if required by the utility. 3. Limits may Jar¢; Refer to local reguirerrents to define the limber of m!croin e- ters,-er' anch in your area To learn more about Enphase offerings, visit enphase.com E N P H AS E CERTIFICATE OF COMPLIANCE Certificate Number 20180530-E341165 Report Reference E341165-20171030 Issue Date 2018 -MAY -30 Issued to: ENPHASE ENERGY INC 1420 N McDowell Blvd Petaluma CA 94954-6515 This is to certify that STATIC INVERTERS, CONVERTERS AND representative samples of ACCESSORIES FOR USE IN INDEPENDENT POWER SYSTEMS; PHOTOVOLTAIC RAPID SHUTDOWN SYSTEM EQUIPMENT See Addendum Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: See Addendum Additional Information: See the UL Online Certifications Directory at www.u1.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow -Up Service. Look for the UL Certification Mark on the product. z -7 Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL For questions, please contact a local UL Customer Service Representative at htto:l/ul.—;l bouhd/locations) Page 1 of 2 Created by UL Document Assembler 2018-07-05 15:07:07 -05:00 city of Wheat Ridge Su{lding Vivision U CERTIFICATE OF COMPLIANCE Certificate Number Report Reference Issue Date 20180530-E341165 E341165-20171030 2018 -MAY -30 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Permanently -connected, Grid Support utility Interactive, 208V single-phase, 240V single phase evaluated for use on a split phase system, distributed resource power system. Models IQ7-60, IQ7PLUS-72, and IQ7X-96, followed by -2, -5, -B, or -ACM, followed by -US+. Models IQ7PD-72-2-US and IQ7PD-84-2-US. USL/CNL — Photovoltaic Rapid Shutdown Equipment. Models IQ7-60, IQ7PLUS-72, and IQ7X-96, followed by -2, -5, -B, or -ACM, followed by -US+. Models IQ7PD-72-2-US and IQ7PD-84-2-US. + may be followed by additional characters not affecting safety Standard(s) for Safety: UL 62109-1, SAFETY OF POWER CONVERTERS FOR USE IN PHOTOVOLTAIC POWER SYSTEMS - PART 1: GENERAL REQUIREMENTS CSA C22.2 NO. 107.1-01, GENERAL USE POWER SUPPLIES IEEE 1547 INTERCONNECTING DISTRIBUTED RESOURCES WITH ELECTRIC POWER SYSTEMS IEEE 1547.1 IEEE STANDARD CONFORMANCE TEST PROCEDURES FOR EQUIPMENT INTERCONNECTING DISTRIBUTED RESOURCES WITH ELECTRIC POWER SYSTEMS UL 1741, INVERTERS, CONVERTERS, CONTROLLERS AND INTERCONNECTION SYSTEM EQUIPMENT FOR USE WITH DISTRIBUTED ENERGY RESOURCES CEC-300-2011-005,-CMF GUIDELINES FOR CALIFORNIA'S SOLAR ELECTRIC INCENTIVE PROGRAMS PURSUANT TO SENATE BILL 1 Bruce Mahrenholz, Director North American Unification program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL( or any authorized licensee of UL. For questions. please contact a local UL Customer Service Representative at httpJ/uLcomfaboutuVlocations/ Page 2of2 Created by UL Document Assembler 2018-0705 15:07:07 -05:00 City of Wt►ecit Ridge Building pivision (b] Calculating AC Line Voltage Rise for IQ -Series Micros with Q Cable - North America 60Hz Table 1.13: Internal Q Cable VRise (Portrait Cable, Q-12-10-240) IQ 7X Microinverters per branch 1 2 3 4 5 6 7 8 9 10 11 12 Current (A) 1.3 2.6 3.9 5.3 6.6 7.9 9.2 10.5 11.8 13.1 14.4 15.8 VRise (V) 0.02 0.07 0.13 0.22 0.33 0.47 0.62 0.80 1.00 1.22 1.46 1.73 VRise (%) 0.01 0.03 0.06 0.09 0.14 0.19 0.26 0.33 0.42 0.51 0.61 0.72 Table 1.14: Internal Q Cable VRise (Landscape 60 -Cell Cable, Q-12-17-240) IQ 7X Microinverters per branch 1 2 3 4 5 6 7 8 9 10 11 12 Current (A) 1.3 2.6 3.9 5.3 6.6 7.9 9.2 10.5 11.8 13.1 14.4 15.8 VRise (V) 0.03 0.10 0.20 0.34 0.51 0.72 0.95 1.23 1.53 1.88 2.25 2.66 VRise (%) 0.01 0.04 0.09 0.14 0.21 0.30 0.40 0.51 0.64 0.78 0.94 1.11 Table 1.15: Internal Q Cable VRise (Landscape 72 -Cell Cable, Q-12-20-200) IQ 7X Microinverters per branch 1 2 3 4 5 6 7 8 9 10 11 12 Current (A) 1.3 2.6 3.9 5.3 6.6 7.9 9.2 10.5 11.8 13.1 14.4 15.8 VRise (V) 0.04 0.12 0.24 0.39 0.59 0.82 1.10 1.41 1.76 2.16 2.59 3.06 VRise (%) 0.02 0.05 0.10 0.16 0.25 0.34 0.46 0.59 0.74 0.90 1.08 1.27 IQ 7X 240V P IQ 7X 240V L-60 IQ 7X 240V L-72 OW of SJOIn9 15 3 2018 Enphase Energy Inc. All rights reserved. November 2018 �a'a�heei EnphaseNe{wmrking The Enohase|QEnvov=communications gateway delivers solar production and energy consumption data tOEnphaSeEnlighten' monitoring and analysis software for comprehensive, remote maintenance and management 0fthe Enphase|QSystem. With integrated revenue grade production metering and optional consumption monitoring, the EnvOy|OiSthe platform for total energy management and integrates with the EnphaSe|QBattery= Smart ` Enables web -based monitoring and control 'Bidirectional communications for remote upgrades ' Easy system configuration using EnphaneInstaller Toolkit ~ mobile app ' Flexible networking with wi-Fi, Ethernet, o,cellular Designed for installation indoors or outdoors Five-year warranty City 01 S,;11610 )%Vision MODEL NUMBERS Enphase IQ Envoy' Enphase IQ Envoy communications gateway with integrated revenue grade PV production ENV-IQ-AM1-240 metering (ANSI 012.20+1-D.5%) and optional consumption monitoring (+/-2.5%). ACCESSORIES (order separately) Enphase Mobile Connect' Plug and play industrial grade cellular modem with five-year data plan for systems up to 60 CELLMODEM-01 (3G) microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin islands, CELLMODEM-03 (4G) where there is adequate cellular service in the installation area.) Consumption Monitoring CT Split -core current transformers enable Ahole home, metering. CT -200 -SPLIT POWER REQUIREMENTS Max 20 A overcurrent protection required. CAPACITY l4i]imbe'r of mic'r'o'inverters polled Up to 600 MECHANICAL DATA Dimensions (WxHxD) 21.3 x 12.6 x 4.5 cm (8.4" x 5" x 1,8") Weight 17.6 oz (498 q) Ambient temperature range -40° to 65° C (-40° to 149° F) -40° to 46' C (-40' to 115° Fj if installed in an enclosure Environmental rating IP30 For installation indoors or in an NRTL-certified, NEMA type 3P enclosure. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated' i-Fi 802.11b/g/n Ethernet 802 .3, Cat5E (or Cat 6) UTP Ethernet cable, not included Mobile Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G), not included COMPLIANCE Compliance_____ UL 916 CAN/CSA C22.2 No. 61010-1 47 CFR, Part 15, Class B, ICES 003 IEC/EN 61010-1:2010, EN50065-1, EN61000-4-5, EN61000-6-1, EN61000-6-2 Metering: ANSI C12.20 accuracy class 0.5 To learn more about Enphase offerings, visit enphase.com City of Vit,,at RidgG Building Division ENPHASE Offm a 1AWYNINJOi s r • Basic Features Stamped Seamless Construction • 18 Gauge Galvanized Steel • Powder Coated Surfaces Flashes into the roof deck 3 Roof deck knockouts .5", .75", 1" • 5 Centering dimples for entry/exit fittings or conduit • 2 Position Ground lug installed • Mounting Hardware Included ""Fuse holders and terminal blocks added in the field must be UL listed or recognized and meet 600 VDC 30 AMP 1100 for fuse holders, 600V 50 AMP 90C for rail mounted terminal blocks and 600 V 175 AMP 90C for Power Distribution Blocks. Use Copper Wire Conductors. SolaDeck Model SD 0783 SolaDeck UL50 Type 3R Enclosures Available Models: Model SD 0783 - (3" fixed Din Rail) Model SD 0786 - (6" slotted Din Rail) SolaDeck UL 1741 Combiner/Enclosures Models SD 0783-41 and SD 0786-41 are labeled and ETL listed UL STD 1741 according to the UL STD 1741 for photovoltaic combiner enclosures. Max Rated - 60OVDC, 120AMPS Model SD 0783-41 3" Fixed Din Rail fastened using Norlock System **Typical System Configuration 4- Din Rail Mounted Fuse Holders 60OVDC 30 AMP 1- Power Distribution Block 60OVDC 175AMP 1- Bus Bar with UL lug Model SD 0786-41 6" Slotted Din Rail fastened using steel studs 4M."1096 City of **Typical System Configuration 4- Din Rail Mounted Fuse Holders 60OVDC 30 AMP 4- Din Rail Mounted Terminal Blocks Bus Bars with UL lug conduit or fittings, base is center dimpled for fitting locations. 'aUp61n9 04's%On Model SD 0783-41. wired with Model SD 0786-41. wired with Din Rail mounted fuse holders. Din Rail mounted fuse holders, bus bar and power distribution terminal blocks and bus bars. block. RS TC Enterprises, Inc . 2219 Heimstead Road -Eau Cliare, WI 54703 For product information call 1(866) 367-7782 Structural Components Composition Roof Attachment Roof attachment kit for composition shingle roofs including L foot, umbrella lag screw, flashing, and hardware Metal Roof Base Attachment Roof attachment kit for flat metal roofs including metal roof base, L foot, and hardware UR -40 Rail UR -40 rail for Ultra Rail roof mount racking system ML Tile Replacement Roof Attachment Roof attachment kit for flat, S, and W tile roofs including base, riser, tile replacement flashing, L foot, and hardware ML Seam Clamp Roof Attachment Roof attachment for standing seam metal roofs including seam clamp, L foot, and hardware Ultra Rail Splice Rail splice component including two splice halves and hardware S ML Flat Tile Roof Attachment Roof attachment kit for flat tile roofs including tile hook and hardware M L ,r Ultra Rail Mounting Hardware Hardware kit for attaching Ultra Rail to any roof attachment that uses an L foot or other slotted mount that accepts 5/16" hardware ®� ML, G/B Citv Of Mid Clamp yjhW Ridge Top-down modu a mid clamp including clamiuricOngf4 `id(€ M L Composition Roof Attachment Roof attachment kit for composition shingle roofs including L foot, umbrella lag screw, flashing, and hardware Metal Roof Base Attachment Roof attachment kit for flat metal roofs including metal roof base, L foot, and hardware UR -40 Rail UR -40 rail for Ultra Rail roof mount racking system ML Tile Replacement Roof Attachment Roof attachment kit for flat, S, and W tile roofs including base, riser, tile replacement flashing, L foot, and hardware ML Seam Clamp Roof Attachment Roof attachment for standing seam metal roofs including seam clamp, L foot, and hardware Ultra Rail Splice Rail splice component including two splice halves and hardware S ML Flat Tile Roof Attachment Roof attachment kit for flat tile roofs including tile hook and hardware M L ,r Ultra Rail Mounting Hardware Hardware kit for attaching Ultra Rail to any roof attachment that uses an L foot or other slotted mount that accepts 5/16" hardware ®� ML, G/B Citv Of Mid Clamp yjhW Ridge Top-down modu a mid clamp including clamiuricOngf4 `id(€ Wire Management/Grounding Component ponent ML, G/B Adjustable End Clamp Top-down module end clamp including clamp and hardware Wire management component used to secure conductors in rails G/B ML j i Universal End Clamp Bottom -mount module end clamp including clamp and hardware Rail attachment for module level power electronics like microinverters and optimizers SnapNrack Ground Lug Ilsco Lay -In Lug - GBL-4DBT 6 Wire management component used to secure conductors between rails Ul 'CERTIFIED MLPE Frame Attachment Kit Module frame attachment for module level power electronics like microinverters and optimizers Aesthetic Components Gly UR -40 Rail End Cap Plastic end cap for UR -40 Rail DESCRIPTION: SNAPNRACK, ULTRA RAIL COMP KIT PART NUMBER(S): SEE BELOW DRAWN BY: mwatkins REVISION: B 595 MARKET STREET, 29TH FLOOR • SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900 • FAX (415) 580-6902 THE INF ORMATIONIN THIS ORAM1Hti IS GONFIDENTI AND PROPRIETAR'r. p.W P.EPRODUCTION. DISCLOSURE. OR USE THEREOF IS PROHI&TED WITH -THE ,v HITTEN CONSENT OF SUNRUN SOUTH LLC. PARTS LIST ITEM QTY PART NUMBER DESCRIPTION 1 1 242-92266 SNAPNRACK, UMBRELLA LAG, TYPE 3, 4IN, SS 2 1 242-01219, 242-01220 SNAPNRACK, ULTRA FOOT FOR U FLASHING, SILVER / BLACK 3 1 232-01375, 232-01376 SNAPNRACK, COMP FLASHING, 9IN X 12IN, SILVER / BLACK ALUM MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL, RUBBER DESIGN LOAD (LBS): 405 UP, 788 DOWN, 236 SIDE of ULTIMATE LOAD (LBS): 2006 UP, 4000 DOWN, 1070 SIDE e cs1 R dg TORQUE SPECIFICATION: 12 LB -FT CERTIFICATION: UL 2703, FILE E359313 �u;ldIngDIVIS71 011 WEIGHT (LBS): 0.80 DESCRIPTION: SNAPNRACK, BONDING MID CLAMP PART NUMBER(S): 242-02050, 242-02051, 242-02052, 242-02053, 242-02054, 242-02055, 242-02056, 242-02057 DRAWN BY: D.Ryan r Jv��c� PARTS LIST ITEM QTY REVISION: 1 ; 1 5/16IN-18 SS HCS BOLT, LENGTH VARIES, CLEAR/ BLACK A 595 MARKET STREET, 29TH FLOOR . SAN FRANCISCO. CA 94105 USA 3 1 PHONE (4 15) 580-6900 . FAX {4151580-6902 HE INFORMATION IN -HIS ORAWINU IS OONFIOENFIAL ANO PROPPIETARr n REPRODUCTION. ❑ISCLOSURE.OR USE THEREOF IS PROHIBITED WITHOUT -THE .vE FTEN CONSENT OP SUN WIN SOUTH LLC. \, ( 31 PARTS LIST ITEM QTY DESCRIPTION 1 ; 1 5/16IN-18 SS HCS BOLT, LENGTH VARIES, CLEAR/ BLACK 2 1 5/16IN SS SPLIT LOCK WASHER, CLEAR / BLACK 3 1 SNAPNRACK, BONDING MID CLAMP, CLEAR / BLACK 4 1 5 1 SNAPNRACK, BONDING CHANNEL NUT SNAPNRACK, MID CLAMP SPRING, SS MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): 800 CLEAR / BLACK ANODIZED ULTIMATE LOAD (LBS): 2400 C'iy o TORQUE SPECIFICATION: 10+ LB -FT Pa1R'dge CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.16 - 0.18 DESCRIPTION: SNAPNRACK, ULTRA RAIL SPLICE PART NUMBER(S): 242-01213, 242-01214 DRAWN BY- mwatkins REVISION: A 595 MARKET STREET, 29TH FLOOR. SAN FRANCISCO. CA 94105 USA PHONE (415` 580-6900. FAX (415) 580-6902 THE INFORMATION IN THIS -AWINO IS CONFIDENTIAL AND PROPRIETARY. AW REPROOU CTION OISOLOSURE.OR USETHEREOF IS PROHI&TEO WITHONTT4IE ,BITTEN CONSENT OF SUN- SOUTH LLC. PARTS LIST ITEM i QTY DESCRIPTION 1 1 SNAPNRACK ULTRA RAIL SPLICE TAPPED PRC, CLEAR 2 1 SNAPNRACK ULTRA RAIL SPLICE THRU PRC, CLEAR 3 2 SNAPNRACK, SNAPLINK BONDING CLIP, TYPE 2, STEEL 4 1 BOLT, FLANGE, SERRATED, 5/16IN-18 X 1-3/4IN, SS MATERIALS: 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: DESIGN LOAD (LBS): N/A CLEAR / BLACK W6IZED ULTIMATE LOAD (LBS): N/A W13Oat Ridge TORQUE SPECIFICATION: 12 LB -FT Fan CERTIFICATION: UL 2703, FILE E359313 Building WEIGHT (LBS): 0.52 DESCRIPTION: SNAPNRACK, UNIVERSAL END CLAMP PART NUMBER(S): 242-02215 DRAWN BY: D.Ryan REVISION: A h4 T'('a c:D k - 595 MARKET STREET, 29TH FLOOR F SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6800 FAX {415) 580-6902 THE INFORMATION IN THIS GRAWINU IS OOHFIDENTIAL AND FRORRIET- •NY REPRODUCTION. DISCLOSURE. OR USE THEREOF IS PROHIBITED WITHOUT THE "BITTEN CONSENT OF SUNRUI SOUTH LLC. PARTS LIST (ITEM QTY DESCRIPTION 1 1 SNAPNRACK END CLAMP UNIVERSAL WAVE 2 1 SNAPNRACK, UNIVERSAL END CLAMP WEDGE 3 1 5/16IN X 3/4IN SS FLAT WASHER 4 1 BOLT, HEX CAP, 5/16IN-18 X 1-1/2IN, SS 5 1 - SNAPNRACK UEC PULL STRAP MATERIALS: ! 6000 SERIES ALUMINUM, STAINLESS STEEL OPTIONS: Lily of DESIGN LOAD (LBS): 800 ULTIMATE LOAD (LBS): 2400 who° TORQUE SPECIFICATION: 10+ LB -FT Building Division CERTIFICATION: UL 2703, FILE E359313 WEIGHT (LBS): 0.24 WIRE TERMINATION Splice Cap Crimp Connectors Mounting Channels • Designed for making fast, permanent, pressure-type connections • Solid copper sleeves require less crimping pressure • Resist corrosion in harsh environments Heavy Duty (200 Series) • UL 486C Listed and CSA C22.2 #188 Certified; comply with 3 ft. 12 Miniature (100 Series) Federal Specification W -S-61 D Miniature "1,000V maxirnur^ in f'xtures and signs& Only C9 LISTED wire Connector Splice Cap Insulators • Convenient, safe and fast installation • Snap -on nylon construction • Rated at 105°C (221T) - 600V (1,000V maximum in fixtures and signs) For Connector Model Quantity Bax of 100 2007 2016S -- Bag of 1,000 2007B Bax of 50 2014 20115 Bag of 500 20146 Four -Way Crimp Tool • Patented design ensures even compression and reliable connectors • Spring-loaded, cam -actuated plungers • Fingertip adjustment for different connector sizes Four -Way Crimp Tool I C-24 WWW.IDEALINDUSTRIES.COM Channel Channel Clamps a_ [Fr 11 E High Density Miniature (100 Series) 41 42 I Medum Duty (900 Series) Miniature Clamp 6 ft. 60 ( Heavy Duty (200 Series) [Jumpers for I Tubular Contacts 3 ft. 63 Intermed ate Heavy Duty (800 Series) Steel Channel I Intermed"ale Heavy Duty (800 Series) UI[ra Heavy Duty (400 Series) Universal Clamp Ultra Heavy Duty (400 Series) High Density Miniature (100 Series) 1 Fuse Blocks (300 Series) 61 I Heavy Duty (200 Series) Medium Duty (900 Series) Screw Clamp 6 ft. 64 Heavy Duty (200 Series) Aluminum 3 ft. 67 Intermediate HeavyDuly (800 Series y ) Ultra Heavy Duty Series) Channel (400 (Pre -punched) Fuse Blocks (300 Series) Channel Clamps a_ [Fr Jumpers r r 11 E High Density Miniature (100 Series) 41 42 Heavy -Duty (200 Series) Miniature Clamp j 70 High Density Miniature (1 Oa Series) [Jumpers for I Tubular Contacts I Medium Duty (900 Series) . 68 Heavy Duty (200 Series) �:. I Intermed"ale Heavy Duty (800 Series) UI[ra Heavy Duty (400 Series) Universal Clamp Fuse Blocks (300 Series) High Density Miniature (100 Series) 1 Med um Duty (900 Series) 61 I Heavy Duty (200 Series) Intermediate Heavy Duty 1800 Series) Screw Clamp Ultra Heavy Duty (400 Series) 1 Fuse Blocks (300 Series) Jumpers r r 41 42 I Heavy -Duty Phenolic (200 Series) Heavy Duly (200 Series) j 70 Medium Duty (900 Series) [Jumpers for I Tubular Contacts 601rlr s u� 43 Heavy -Duty PhenolicAwdries) 10 11111 __J 1-800-435-0705 CUSTOMER ASSISTANCE Low -Profile Strain -Relief Cord Connector Low -Profile Connector Assembly NYLON (OR ZINC) BODY ZINC Ij LOCKNUT POLYETHYLENE SEALING RING (in white on white products) SANTOPRENE' GROMMET 4 NYLON NYLON GRIPPER (OR ZINC) NUT Put the squeeze on cable with Arlington's non-metallic, low - profile, strain -relief cord grips! They have the widest cord ranges in the industry at the lowest cost, so there are fewer items to stock. They deliver superior pullout resistance. The nylon gripper squeezes down on the cable or cord as the nut is tightened, locking it firmly in place. Plus, the unique internal grommet assures a liquid -tight and oil -tight seal. • Available with nylon body and nut, or zinc body and nut • Available in white with sealing ring in white to match • Non-metallic or zinc • Includes sealing ring and locknut Arlington X03 1 Stauffer Ind anal Park Scranton, fA 18517���s�On 800/233.471.7{!��g Fax 570/51.0646 www.aifittings.com Low -Profile Strain -Relief Cord Connector LPCG50 Low -Profile Strain - Relief Cord Connectors Cable Chart for Arlington Cord Grip Fittings Non-metallic. Liquid -tight • Oil -tight Furnished with sealing ring and locknut. Check outside wire diameter or manufacturel's specifications for dimensions. CATALOG UPC/DCl/NASD TRADE CORD UNIT STD CABLE COMMUNICATION Si B Sty SRO STO NUMBER MFG #01 8497 SIZE RANGE PKG PKG RANGE & CONTROL MIRE SIO SO LPCG50W LPCG503 50350 1/2 .100-300 25 100 .100 to .200 22-2 to 14-1 LPCG50W (Wht) 32875 1/2 .200-.472 25 100 14-1 LPCG50 80086 1/2 .200-.472 25 100 12-1 LPCG507 50354 1/2 .385-.750 25 100 .200 t0 .300 22-2 18-2 18-2 18-2 18-2 LPCG753 50760 3/4 .100-300 10 50 20-2 to 20-4 18-3 18-3 18.3 18-3 LPCG754 50762 3/4 .200-.472 10 50 18-2 16-2 16-2 16-2 LPCG757 36100 3/4 385-350 10 50 18-3 16-4 16-4 50LPCGBAGt 55080 1/2 .100-.472 - 500 75LPCGBAGt 55082 3/4 .100-,472 100 .300 to .385 16 3 16 3 ._. ------- .----------- - ---- 14-2 LPCG503 and LPCG753: UL not applicable for.100 -.240 wire diameter - wire ----._--- .385 to .472 16-4 16-2 to 16-4 16-4 18-4 strength will not meet UL's 35 Ib. pullout test requirement for the fitting. 14 2 to 14-0 14 2 14 3 16 3 LPCGSO: UL not applicable for .200 to .240 wire diameter - wire strength will not meet UL's 35 lb. test requirement for the fitting. 12-2 14-4 14-2 tlndudes OF grommet 14/2 to 12/2. Bags not available in black. 12-3 12-3 When ordering in black, add suffix "Br to catalog #. 12-4 When ordering in white, add suffix'W to catalog # (ie. LPCG50W). .472 t0 .625 12-4 14-3 10-2 to 10-4 14-3 Patented. LPCG50Z 10-2 to 10-4 14-4 14-4 Low -Profile Strain- 12-2 to 12-4 12-2 to 12-4 Relief Cord Connectors `' sz 10-3 Zinc die-cast Liquid -tight • Oil -tight. .625 to .750 10-4 12-4 10-4 12-4 Furnished with sealing ring and locknut. 10-2 to 10-4 10-2 to 10-4 8-2 CATALOG UPC/DCI/NAED TRADE CORD UNIT STD 8-3 NUMBER MFG #01 8997 SIZE RANGE PKG PKG .----------- -------------------------------------- .750 t0 .875 8-4 LPCG503Z 50352 1/2 .100-300 25 100 8-5 LPCG50Z 36110 1/2 .200-.472 25 100 6-2 LPCG507Z 50356 1/2 .385-350 25 100 G11 3 LPCG753Z 36105 3/4 .100-300 10 50 .875 to 1.000 6-4 6-4 LPCG754Z 50764 3/4 .200-.472 10 50 4-2 4-3 LPCG757Z 50766 3/4 385-.750 10 50 43 LPCG503Z and LPCG753Z: UL not applicable for.100 -.240 wire diameter -wire strength will not meet UL's 35 Ib. pullout test requirement for the fitting. LPCGSOZ: UL not applicable for.200 to .240 wire diameter -wire strength will not meet M 35lb. test requirement for the fitting. Patented. OP " Arlington Distributed by ow of 1 Stauffer Industrial Park Scranton, PA 18517 wheat R1d9® 800/233.4717 Fax 570/562.0646 patented. Other gutrdln9 �lv�s;on patents pending © www.aififtings.com Rev 0510 AA DRC 50 & 75 are smaller and easily installed in con- fined and tight areas. No tools required. Snap in and you're done. Easily removed from knockouts and easy removal of Romex from connectors. A labor saving connector with 60 pound test pull! CAT NO UPC CABLE SIZE DRC50 50507 Single Cable 14/2 - 10/3 Two Cables 14/2, 12/2, 14/3 DRC75 50508 Single Cable 8/3 - 6/3 Two Cables 14/2 - 8/2 • UL/CSA Listed • Easily Installed / No • Thermoplastic Tools Required • 60 Pound Test Pull SIZE STD MSTR WT/STD UNIT 1/2" 100 4000 1.06# C 3/4" 50 2400 0.72# C The NMC50 connector for Romex is a snap to install. • UL Listed • Excellent Strain Relief Molded in a one piece plastic construction, this push . One or Two Cables • All Plastic Design; in design has a captive locking wedge. The cable will .Installs Quickly Resists Corrosion be securely retained and no locknut is required. They provide excellent strain relief and are designed to accommodate 14/2 minimum to 10/3 maximum cables, and one or more .300 to .600 diameter cords. CAT NO NMC50 UPC SIZE STD MSTR WT/STD UNIT 10160 1/2" 100 1000 1.14# C Cat -A -Pillar is a non conductive, low density polyethylene spacer strip consisting - Low Density of 8 foldable segments. Each segment allows for 1/8" of spacing. It's easy to Polyethylene calculate. Determine the depth of the box to the surface and tear or cut the • Non Conductive number of 1/8" segments needed. Snap over screw (no need to remove) and - Reusable rotate a Cat -A -Pillar so that the slot faces away from the device. Installs quickly . gold Per Ea Pack on single or multi -gang boxes. Reusable and can be used as a shim or a plastic washer to straighten crooked devices. CAT NO UPC STD MSTR WT/STD UNIT CA25 16170 25 250 0.18# Ea Pack CA100 16171 100 1000 0.65# Ea Pack CAT -A -PILLARS are not intended to be used in lieu of standard means of support under normal circumstances or when in conflict with governing electrical codes. Energy saving gaskets prevent the loss of heat and cold through • Polyethylene Insulating Foam outlets and switches located on outside walls. Constructed of UL Rated • Flame Retardant #94HF1 listed cross link close cell polyethylene insulating foam. New Energy Saving one piece design fits: regular toggle or duplex receptacle and Decora • One Size Fits All Type Toggle and duplex receptacles. • Sold Per Ea Pack City at Wbpat Ridge CAT NO UPC STD MSTR WT/STD UNIT WP125 16180 25 500 0.05# Ea Pau;tdingv'(W,Qo WPI100 16182 100 1000 0.40# Ea Pack To Order: Phone (323)725-1000 / Fax (323)721-0000 Catalog Number Logic How our product catalog numbers are derived U = UL Listed S = Non -UL Listed UAP = UL / Alum / Painted Milbank Drawing Number TG = Triplex Ground QG = Quadplex Ground KK = Horn By -Pass a i Specific Utility Provision 1 Designation Barrel Lock U7040 -RL -TG -KK -5T9 -BL -AUT "16WO U2448 - Milbank Drawing Number X-QG TG = Triplex Ground QG = Quadplex Ground Fifth Terminal Designation • 5T6 installed at 6:00 • 5T9 installed at 9:00 Hiiock /Guard Provision -5T9-K3-BLG-ARE .F �Specific�Utility Designation Lugs [10 or 30 - 350 or 600 kcmil] • Single [K1, K3, K5, K71 • Twin [K2, K4Ki6 K8] *hoot,Rid9O % iI&I Q-Wlsion Uldity requirements for this equipment may vary. � Rte°,ays ataiult tv sanding ufitity 1nr tha€t requirem,rits betme ordering or m.Aallinq't LOrnenE in this catalm MIMILBANK Single Position Lever Bypass 4, 5 & 7 Terminal 1200 Amp I Ringless 1 600 VAC U3278 -RL 0 3273 3 4 U9551 -RRL OO o O.OoO 9701 4 U9701 -RRL 200 Amp — Single Position — Lever Bypass — Ringless — Non -Jaw Clamping Catalog Number Terminals Phase Service Hub Connectors CU/AL Dimensions Knockouts D" W" H" 1 2 3 4 U3278 -RL 4 103W OH H.O. #6-350 4%a 11 15/ 2/ 2 -4, /,'/, 304W 200 Amp — Single Position — Heavy Duty Lever Bypass — Ringless — Jaw Clamping Catalog Number Terminals Phase Service Connectors Hub CU/AL Dimensions Knockouts D" W" H" 1 2 3 4 U9551 -RRL 5 103W or 303W OH/UG H.O. #6-350 4'/v 13 19 3 2'L '/4.'/z U9701 -RRL 7 304W OH/UG H.O. #6-350 47/s 13 19 3 2% %4,Yz • Hubs: For proper hub selection, see the hub suffix chart on the accessory page. • Connectors: Extruded aluminum connectors are tin plated. • Bypass: The lever on the U3278 unit operates the bypass device only; it does not provide clamping action on the meter spades. The levers on the U9551 and U9701 units supply clamping action on meter spades and also operate the bypass devices. 0" Whec tlolll M' ��j� �® Utility requirements for this eutlipment tnay, vary. Mways consult the 4neing utkrity for their rt quirnmonts before ordering or instatiing equipment in this catalog, AVffCOLORADO Department of Regulatory Agencies Division of Professions and Occupations Below are your electronic wallet cards to use as proof of your license. You can also print your license at any time by visiting www.colorado.gov/dora/DPO_Print_License and following the instructions listed. If you would like a more durable wallet card option, you can order one for a fee by visiting www.nasbastore.org and selecting the "Colorado License Cards" link on the left hand side of the page. If you prefer, you can also contact NASBA by phone at 1-888-925-5237 or by email at nasbastore@nasba.org. Should you have questions about your credential, or need other information please contact our Customer Service Team at 303-894-7800 or dora_dpo_licensing@state.co.us. lorado Department of Regulatory Agencies Division of Professions and Occupations Electrical Board Auric Solar Electrical Contractor EC.0101291 06/18/2018 Number Issue Date Active 09/30/2020 Credential Status Expire Date V}erify this credential at: www.cotorado.gov/dora/dpo Division Director�Ronne Hines Credential Holder Signature lorado Department of Regulatory Agencies Division of Professions and Occupations Electrical Board Auric Solar Electrical Contractor EC.0101291 06/18/2018 Number Issue Date Active 09/30/2020 Credential Status Expire Date Verify this credential at: www.catorado.gov/dora/dpo fip Division Director: Ronne Hines Credential Holder Signature City of *1701 h %2` 1560 Broadway, Suite 1350, Denver, CO 80202 P 303.894.7800 F 303.894.7693 www.cotorado.gov/dora/dpo I}luddin� pivtsio % r ;� t DAUZAT RESIDENCE PHOTOVOLTAIC ARRAY 7.59 kW1 23 @ 330W PANASONIC/EN PHASE CUSTOMER BRIAN P DAUZAT 5333 NEWCOMBE STREET WHEAT RIDGE, CO 80002 303-513-3743 dauzat brian@yahoo.com CONTRACTOR AURIC ENERGY 2310 SOUTH 1300 WEST 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(8). 3)Bond P/V panels to the building Grounding Electrode Svstem Der 2017 NEC Art. 690(A). .b&i j0tWf=P- 4,d����//���Mw1 APPROVED WEST\/ALLEY CITY. UT 84119Rfor Code Com ing .00 MaesEwanwwr D.Et 801-878-3363 permits@auricsolar Vs aw of "MW 7M isms off V~ w gpowd al.kes Q"dC~atiaMsp"Ow*s0lmfiw'won aypawlst awYial�tlp/p aeyol thr prsvbians slthe AuMdp andr aa/arwCgan/nwrr.s. hsnb r.:.�+w m.ke.whsrs�r a rb4reWasntdut d� bM�q C"Os a Cw sw est fw ssi10. W U z LU 0 Lo LU Q IV Q CV O O O OD O U W Q w 2 w LU Ci V) LU m O U w Z co M M DATE: 2/21,2019 JOB NO: 176971 REVISION NO: 001 DESIGN BY: MH 1 of 7 INDEX Sheet Number Sheet Title 1 TITLE 2 INDEX -LEGEND -MECHANICAL DETAILS & NOTES 3 PLAN LAYOUT 4 STRING LAYOUT & ELECTRICAL INTEGRATION 5 SINGLE LINE INTERCONNECTION DIAGRAM & LABELING 6 ELECTRICAL CALCULATIONS, NOTES & DETAILS 7 BILL OF MATERIALS 8-22 ELECTRICAL & MECHANICAL EQUIPMENT CUT SHEETS NOTES: 1. ATTACHMENT FEET WILL BE FIELD ADJUSTED TO ACCOMMODATE TRUSS POSITIONS. 2. 5 FT MAXIMUM SPACING BETWEEN ATTACHMENT POINTS. 3. RAIL END OVERHANG LIMITED TO LESS THAN 34% OF MAXIMUM SPAN (18 IN MAXIMUM). 4. SEE ATTACHED SHEETS FOR SNAP N RACK ULTRA RAIL -40 WITH STAGGERED FLASHED ULTRA RAIL COMPOSITION L—FOOT BASE DETAILS. 5. PV MODULES MUST NOT BE INSTALLED OVER OR BLOCK ANY ATTIC VENTS, PLUMBING VENTS, FURNACE OR WATER VENTS, ETC. 6. ARRAY WIRE MANAGEMENT SHALL BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE AND HELD OFF THE ROOF SURFACE. 7. EGC's SHALL BE RUN WITH ASSOCIATED CIRCUIT CONDUCTORS IN ACCORDANCE WITH NEC 690.43(C) 8. INSTALLER TO VERIFY PROPER GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC 250.50. 9. ALL INSTALLATIONS SHALL COMPLY WITH 2015 BUILDING CODES & 2017 NEC. 10. RAIL MIDCLAMPS CAN ONLY BE POSITIONED ±3" OF MOUNTING HOLE. DETAIL A FLASHED L -FOOT FLASHED ULTRA RAIL FLASHING COMPOSITION L -FOOT 1'-6" MAX. SNAPNRACK (SEE NOTE 3) ULTRA RAIL 40 DETAIL C'/ SNAPNRACK DETAIL D PORTRAIT ORIENTATION 3 - " FLASHED ULTRA RAIL LANDSCAPE ORIENTATION 5'-25" )/2" `i COMPOSITION "L" FOOT (SEE DETAIL A) SNAPNRACK -� ULTRA RAIL -40 N SNAPNRACK RACKING SYSTEM N ULTRA RAIL -40 "� (SEE NOTE 4) RACKING SYSTEM (SEE NOTE 4) 1'-6" MAX TO FIRST FOOT SNAPNRACK 1'-6" MAX F STAGGER ATTACHMENT FLASHED ULTRA RAIL TO FIRST FOOT POINTS BETWEEN ROWS COMPOSITION "L" FOOT 4'-0" TYP.(SEE DETAIL A) SEE NOTES 4'-0" TYP. STAGGER ATTACHMENT 1 & 2 SEE NOTES POINTS BETWEEN ROWS & 2 DETAIL B FLASHED L -FOOT b•4pO FOR ROOF ANGLE SEE SHT. 3 DETAIL E BONDING DETAIL SNAPNRACK ULTRA RAIL -40 RACKING SYSTE (SEE NOTE 2 SOLADECK EQUIPMENT GROUNDING CONDUCTOR. 6 AWG BARE COPPER WIRE FLASHED ULTRA RAIL COMPOSITION L -FOOT (SEE NOTE 4) Y" 3'-5y„ )UND LUG (1 PER ROW REQUIRED) DATE: (V JOB NO: o REVISION NO: O DESIGN BY: 0' - 2 7 CD m� O a' OD O U LU 0 W O Zu 0 Z 00 00 c4 w a,: (1) U H J �a, w Q� LU LLJ LU J J 01 ON'o HLU U all ~ Q Qw Q= 0 p W U LLJ o- T o O X a T U Lij p LU Z j;"15 Z — a� 0 ._ o M EL4, M DATE: 2/2V2019 JOB NO: 176971 REVISION NO: 001 DESIGN BY: MH 2 7 Nheca t2id9A guitdir`9 Division City of Wheat Ridge Building Division ARRAY SQUARE FOOTAGE r. ARRAY COVERAGE`' NOTES: TOTAL ROOF AREA TOTAL ARRAY AE TOTAL 13.951 1. FIELD ADJUST ARRAYS ON SLOPE FOR BEST 3050 425.50 PLACEMEN. L- 2. ALLOW 3' FROM RIDGE AND SIDES AS PER FIRE CODE. °a x --` I 3 0., 3,-0" I ° / / / / a a a ATTIC ACCESS ° 00 Q - ° a N 4 ° LLJ N ° � v E=U 4 ' d 4 ° (%) c.ii Q °' I I I CV o n n C -)a 4 a m O 0Z ou ARRAY 3 - a 4 c') n v N v B MODULES ° ° o° ° CD C� OD O 0 n Q 0 ARRAY 2- ❑v v / a W z W O = a, 8 MODULES / Q � n f❑p L) a U � / / ❑ z LU F— w �a QQ v = O / w Q �3 a0) i ❑ // L o0 CD / W a U 1=11) p W m o — C ❑� .210 / / / C2 C2 C2 / _ a O V vT 'Oro El / M a W z 0 0 C1 C1� E], ARRAY 1 - / / C2 C2 d o 2 MODULES / / / / / / ROOF DESCRIPTION 1 ARRAY ROOF TILT ROOF AZIMUTH TSRF #1 27' 179' 96%3 3'-0 PV AC COMBINER BOX 0 #2 27' 269' 76% ARRAY 4 - PV UTILITY DISCONNECT 5 MODULES #3 27' 89' 82% PRODUCTION METER #4 2T 179' 96% _ _ _ TO BE INSTALLED WITHIN ASPHALT SHINGLE ROOF 10' OF UTILITY METER a MAIN SERVICE PANASONIC VBHN330SA17 ENTRANCE/ UTILITY METER & DATE: 22212019 330W MODULES POINT OF INTERCONNECTION JOB NO: 176971 ENPHASE I07X-96-2-US MICROINVERTERS REVISION N0: 001 DESIGN BY: +AH 23 0 330W = 7.59KW SCALE SCALEr 7 SEE ATTACHED SHEET FOR DETAILS City of Wheat Ridge Building Division ARRAY 1-2 MODULES CIRCUIT 1 SEE SHEET 5 6'-11Y2 " ARRAY 3-8 MODULES CIRCUIT 1 CIRCUIT 2 SEE SHEET 5 SEE SHEET 5 20'-11/l/2" ARRAY 2-8 MODULES CIRCUIT 1 SEE SHEET 5 B 4 C1 C1 C1 C q c O `o O C1 C1 C1 .I C11 13'-11y2" ARRAY 4-5 MODULES CIRCUIT 2 SEE SHEET 5 10'-5j" City of Wheat 1wid9A 8uit6in9 ovision N c O `o O +� C) Z O aD Iu :3N u < 0)Q N �o Wcr 0 LL, �u Lu M E 1— Z m Q �� U J > LU w U a= V) gm LuLLJ —J °a) LEGEND N � Lu Li CL ENPHASE Q w o 0 A MICROINVERTERS m m c ( rn 0 B SOLADECK Ov a a c C ® CABLE CONNECTOR z V o M. N n� D © BRANCH TERMINATIONS m a a E JUNCTION BOX R NOTES: 1. MODULES ARE BONDED TO RAILS USING SNAP N RACK BONDING MID CLAMPS. SEE CUT SHEETS FOR DETAILS. 2. ARRAY IS TO BE BONDED TO THE CIRCUIT EGC AT A SINGLE POINT PER ARRAY ROW SECTION WITH A DATE: 2J212019 LISTED BONDING LUG USING BARE 6 AWG COPPER. J013 kc: 176971 AS PER NEC 690.43. 3. SEE CUT SHEETS FOR ENPHASE INVERTER CABLING REVISION NO: 001 ACCESSORIES SPECIFICATIONS AND DETAILS. DESIGN BY: MH 4. SEE CUT SHEETS FOR COMBINER/ENCLOSURE SPECIFICATIONS. F4 7 City of Wheat 1wid9A 8uit6in9 ovision NOTES: 1. 200A RATED, 120/24OV, 1�, METER MAIN, SIEMENS, LOCATED ON SOUTH SIDE OF HOUSE. (EXISTING) 2. 200A RATED 120/24OV, 1�, PRODUCTION METER SOCKET MUST COMPLY WITH SECTION 4.11 OF THE XCEL ENERGY STANDARD. PV PRODUCTION METER MUST BE WIRED WITH PV GENERATION TO LINE SIDE (TOP OF METER BLOCK.) LOCATE WITHIN 10' OF UTILITY METER. (NEW) 3. 60A RATED 120/24OV, 1�, NON-FUSED PV UTILITY DISCONNECT, SHALL BE LOCKABLE WITH VISIBLE BLADE, LOCATE WITHIN 10' OF UTILITY METER. (NEW) 4. 125A RATED 120/24OV, 11 , PV AC COMBINER PANEL, SQUARE D HOMELINE (HOM8161_125PRB). (NEW) 5. SOLADECK PV ROOF -MOUNT PASSTHROUGH ENCLOSURE, AC/DC -SD -786-3R. 6. PANASONIC VBHN330SA17 330W MODULES, ENPHASE I07X-96-2-US MICRO -INVERTERS WITH 1.0 POWER FACTOR AT RATED POWER AS PER MANUFACTURER, ENPHASE Q CABLE. 7. INSTALL ONE AUXILIARY GROUNDING ELECTRODE AT PV AC COMBINER PANEL AND RUN 6AWG AUXILIARY GROUNDING ELECTRODE CONDUCTOR TO PV ARRAY METAL FRAME AS PER NEC 690.47(8). B. REPLACE 30A/2P WITH 30/40A QUAD BREKAER 9. RELOCATE BREAKERS TO MAKE ROOM FOR SOLAR BREAKER AT BOTTOM OF BUS. REQUIRED SIGNAGE: 2017 NEC CODES, ARTICLE 690 LABEL MUST BE BRIGHT YELLOW WITH BLACK .(3/4' CONDUIT LETTERING, WITH ALL LETTERS CAPITALIZED, WHERE NEEDED) AND AT LEAST3IB' IN HEIGHT. ENPHASE PV AC DISCONNECT OA Q CABLE r- SEE SHEET DUAL POWER SUPPLY 12/3 OF -B (3/4" CONDUIT PHOTOVOLTAIC AC DISCONNECT (3/4" CONDUIT B OPERATING CURRENT 30.1 AMPS WHERE NEEDED) OPERATING VOLTAGE 240 VOLTS ENPHASE ENVOY — O TO BE INSTALLED ON PV DISCONNECT AUXILIARY NEC 690.13(B) (3/4° CONDUIT ! WARNING SD Q WHERE NEEDED) ELECTRIC SHOCK HAZARD ENPHASE O TERMINALS ON THE LINE AND LOAD SIDES Q CABLE Q CABLE MAY BE ENERGIZED IN THE OPEN POSITION 4 r- SEE SHEET 4 r SEE SHEET TO BE INSTALLED ON UTILITY i METER Z LABEL MUST BE PRINTED IN COLORAND FONT HEIGHT Z AS DEFINED IN NEC 690.56(C)(1)(a) Z SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN O J ,' 9YliFl1 LU.PD L J J J O J L.D p RAPID SHUTDOWN U DISCONNECT � U =p LABEL MUST BE REFLECTIVE, WITH AL .Ei?ERS L U p CAPITALQED, AND LETTERS ARE AT LEAST 3B' IN HEIGHT. WORDING MUST ALSO BE WHITE ON A RED BACKGROUND .AND FASTENED BY BEING BOLTED OR RNETED IN RAM [PHOTOVOLTAIC PRODUCTION METER O O M LABEL MUST BE STAMPED BRASS. ALUMINUM. OR STAINLESS STEEL TAG IN ACCORDANCE WITH THE REQUIREMENTS FOR METER IDENTIFICATION IN SECTION '.14.4 OF THE XCEL ENERGY STANDARD 5333 NEWCOMBE STREET, WHEAT RIDGE, CO 80002 O "PV PROD" LABEL MUST BE BRIGHT YELLOWW'1TH BLACK LETTERING, WITH ALL LETTERS CAPITALIZED AND AT LEAST WIN HEIGHT. IT SHALL BE PERMANENTLY ATTACHED VIA SCREWS OR RIVETS. PHOTOVOLTAIC SYSTEM CONNECTED O LOAD SIDE INTERCONNECTION 1 B D H 705.12(13)(2)(3)(b) SEE NOTE 8-9 200A/2P EXISTING_ M UTILITY CCPD SERVICE REFER TO GENERAL NOTES EXISTING LOADS t 10' RUN OF (2)8AWG (1)8AWG NEUTRAL (1)10AWG EGC 3/4" CONDUIT MIN. 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 Electrode Svstem Der 2017 NEC Art. 690(Al. -WARNING- INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVER -CURRENT DEVICE LABEL MUST BE REFLEME WEATHER RESOTENT STICKER TO BE PLACED ON ALL INTERIOR** EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURE, AND CABLE ASSEMBLIES EVERY 10, WITH 1' CF TURNS DR BENDS, AND 1' ABOVE AND BELOW ALL PENETRATIONS ON OC CONDUIT WARNING: CAUTION SOLAR CIRCUIT 0 0@0 H PV LOAD SIDE INTERCONNECTION CALCULATION PV BACKFEED MAIN OCPD BUS RATING 120% ALLOWANCE (AMPS) 200 1 200 1 240.00 1 40.00 INVERTER(S) OUTPUT CIRCUIT CURRENT (IQ7X) CIRCUIT #INV. CURRENT/ CURRENT 1 125%OFMIN. MIN. EG INV. (A) CURRENT (A) CCPD (A) (AWG) 40A/2P QUAD 2 11 NEW SOLAR TOTAL t 5' RUN OF (2)8AWG (1)8AWG NEUTRAL (1)10AWG EGC 3/4- CONDUIT MIN. TT M � LOAD 12/2OF-B 12/2 OF -B .(3/4' CONDUIT (3/4- CONDUIT WHERE NEEDED) WHERE NEEDED) SD ENPHASE ENPHASE Q CABLE Q CABLE r- SEE SHEET 4 r- SEE SHEET f 5' RUN OF (2)8AWG (1)8AWG NEUTRAL (1)10AWG EGC 3/4" CONDUIT MIN. 1.31 15.72 19.65 20 12 1.31 14.41 18.01 20 12 37.66 40 10 PANASONIC VBHN330SA17 330W MODULES Voc = 69.7V Isc = 6.07A o 202P 1) 202P 202P NEW SOLAR 9 NEEW SOLAR /NEW SOLAR JOB NO: 176971 12/2 OF -B 12/2 OF -B 12/3 OF -B (3/4" CONDUIT (3/4" CONDUIT (3/4" CONDUIT WHERE NEEDED) WHERE NEEDED) WHERE NEEDED) 5 ENPHASE ENVOY — O 12/2 OF -B AUXILIARY (3/4° CONDUIT 5 GROUNDING ELECTRODE O SD Q WHERE NEEDED) (SEE NOTE 7) ENPHASE ENPHASE ENPHASE Q CABLE Q CABLE Q CABLE 4 r- SEE SHEET 4 r SEE SHEET 4 r- SEE SHEET 4 N I I DO I I N I I 'n I I In O City of Wheat Ridge W U z LU Q (n LLI F -- Q N a 0 tz O V J a)� (:) LU I^ U OO m 3 N ao O _J N C1 U _ otf 'o 0 LII i U U' ::3 a, 11 C� or_(D a H- Q T a> LU C) Q� ZO �3 F— —J.21 0 N Lu Z U Z IncY (n Ov a o LUI CC o= M To O z nT a, � Z_ 0 Z J a1 c:0 M J p_+ M O � UM `5 T Z o ^4.115101Y I� i+� DATE: ZO/2019 JOB NO: 176971 Of 001 w MH w Of Cr NW- N N OZ Z Z Z Z O J L J J J J L.D p U U C3 � U =p L U p O M O M O ME CD ME O M N I I DO I I N I I 'n I I In O City of Wheat Ridge W U z LU Q (n LLI F -- Q N a 0 tz O V J a)� (:) LU I^ U OO m 3 N ao O _J N C1 U _ otf 'o 0 LII i U U' ::3 a, 11 C� or_(D a H- Q T a> LU C) Q� ZO �3 F— —J.21 0 N Lu Z U Z IncY (n Ov a o LUI CC o= M To O z nT a, � Z_ 0 Z J a1 c:0 M J p_+ M O � UM `5 T Z o ^4.115101Y I� i+� DATE: ZO/2019 JOB NO: 176971 REVISION NO: 001 DESIGN B1': MH 5 7 City of Wheat Ridge suitding Division VOLTAGE DROP CALCULATIONS FROM TO VOLTAGE PHASE CONDUCTOR FLA (1) WIRE SIZE LENGTH CIRCULAR MILS (CM) CU/AL CONSTANT (K) VOLTAGE DROP TOTAL VOLTAGE DROP VOLTAGE DROP TOTAL VOLTAGE DROP % WORST CIRCUIT (1) (CIRCUIT 2) SOLADECK/J UNCTION R BOX (1) 240 1 CU 7.86 12 (1) (1) (1) 0.47 0.47 0.20% 0.20% SOLADECK/JUNCTION R BOX (1) SOLADECK/JUNCTION R BOX (2) 240 1 CU 7.86 12 20 6530 12.9 0.62 1.09 0.26% 0.45% SOLADECK/JUNCTI ON R BOX (2) PV AC COMBINER PANEL 240 1 CU 14.41 12 60 6530 12.9 3.42 4.51 1.42% 1.88% PV AC COMBINER PANEL PV UTILITY DISCONNECT 240 1 Cu 30.13 8 5 16510 12.9 0.24 4.74 0.10% 1.98% PV UTILITY DISCONNECT REC METER 240 1 CU 30.13 8 5 16510 12.9 0.24 4.98 0.10% 2.07% REC METER IPOINTOF INTERCONNECTION 1 240 1 1 1 CU 130.131 8 1 10 1 16510 1 12.9 1 0.47 1 5.45 1 0.20% 1 2.27% (1) SEE ENPHASE Q CABLE VOLTAGE RISE TABLE IN CUTSHEET PACKAGE PV PRODUCTION METER NOTES: 1. THE SELF-CONTAINED METERING WILL BE IN COMPLIANCE WITH THE CURRENT REVISION OF THE XCEL ENERGY STANDARD; SPECIFICALLY SECTION 4.11, OR AS MAY BE AMENDED. 2. THE PV PRODUCTION METER WILL BE REQUIRED TO HAVE THE PV GENERATION WIRED TO THE LINE SIDE TERMINALS (TOP OF METER BLOCK). 3. THE METER SOCKET FOR THE PV PRODUCTION METER SHALL BE MARKED WITH A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG, INDICATING THE ADDRESS INCLUDING THE UNIT, TYPICALLY "PV PROD" IN ACCORDANCE WITH THE REQUIREMENTS FOR "METER IDENTIFICATION" IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD, OR AS MAY BE AMENDED. 4. PV PRODUCTION METER SHALL BE LOCATED WITHIN 10' OF THE EXISTING UTILITY METER. IF THERE IS ANY REASON THIS CANNOT BE ACCOMPLISHED, THE APPROVAL OF THE PROPOSED PV PRODUCTION METERING WILL NEED TO BE OBTAINED BY THE LOCAL ELECTRIC METER SHOP. GENERAL NOTES: 1. IF REQUIRED, AS PER NEC 705.12(13)(2)(3)(b), LOAD SIDE INTERCONNECTED BREAKERS TO BE INSTALLED AT OPPOSITE END OF BUSBAR FROM INPUT FEEDER. 2. ALL CONDUCTORS SHALL BE 90' C THWN-2 COPPER UNLESS OTHERWISE NOTED. 3. MAXIMUM OF ONE 172 OF -B CABLE PER -" CONDUIT AND TWO 172 OF -B CABLES PER 1" CONDUIT, AS PER THE NEC CODE. 4. THE SIGN MUST BE REFLECTIVE, WITH ALL LETTERS CAPITALIZED, AND LETTERS ARE AT LEAST 3/B" IN HEIGHT, WORDING MUST ALSO BE WHITE ON A RED BACKGROUND. 5. VERIFY PROPER GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC 250.50. 6. ANY WHITE/NEUTRAL CONDUCTOR BEING PART OF CABLE ASSEMBLY USED AS A PHASE CONDUCTOR SHALL BE RE-IDENTIFIED USING RED TAPE AT ITS TERMINATION POINTS. TAPE SHALL BE APPLIED IN ANY LOCATION WHERE CONDUCTOR IS VISIBLE AND ACCESSIBLE IN ACCORDANCE WITH NEC 200.7(C)(1). 7. ELECTRICAL EQUIPMENT, CONDUCTORS AND CONDUITS SHALL BE PERMITTED TO BE INSTALLED DIFFERENTLY AS SPECIFIED ON ELECTRICAL DIAGRAM IF INSTALLATION MEETS NEC CODE AND MANUFACTURER REQUIREMENTS. I P-r_F-Nin O\ /I - CIRCUIT BREAKER O U - UTILITY DISCONNECT L5 - FIRE FIGHTER ACCESS O- UTILITY METER ur+E OM - PRODUCTION METER Lnan - GROUND SYMBOL (TYPICAL) ATTACHMENT POINT DETAIL 2X4 ® 24" O.C. (TYPICAL) ATTA%H9ENT POINTS (59) SPACED_I ""aO.C. SFR 2, DETAILS B -D gUildin9 0`v'sw� DATE: N c:) JOB NO: c O `o ;� REVISION NO: O O U) J a,� Iu co O Q w ate, Q. U W 0 No 0- W O:3a, od u W W MI D U w H- O Z -a, Q� 0 LQ = Z �3 (nc W 2� o g� �~ W ~ O� U Q0 C) W Q o- m O -J Q O10 V U v� W Z U W 0 �0 M M J W Q+' 0 u L0 DATE: 1 2/21'2019 JOB NO: 176971 REVISION NO: 001 DESIGN BY: MH 6 - 7 BILL OF MATERIALS U QTY ITEM # DESCRIPTION DESIGN REMARKS FIELD REMARKS 23 HIT VBHN330SA17 PANASONIC 330W PANEL 23 IQ7X-96-2-US ENPHASE MICROINVERTER I07X 23 242-92093 SNAP N RACK MLPE RAIL ATTACHMENT KIT 4 053-00225 SOLADECK PV ROOF-MOUNT PASSTHROUGH ENCLOSURE, AC/DC-SD-786-3R 27 052-10112 ENPHASE Q CABLES 240 (PORTRAIT); PER CONNECTOR 0 052-10113 ENPHASE Q CABLES 240 (LANDSCAPE); PER CONNECTOR 4 300-07706 ENPHASE Q WATER TIGHT CAP 5 300-07707 ENPHASE Q BRANCH TERMINATOR 59 242-92266 UMBRELLA LAG, 4" 59 242-01220 ULTRA RAIL UMBRELLA L-FOOT, BLACK KIT (FOOT, FLASHING, MOUNTING HARDWARE) 18 232-02451 SNAP N RACK ULTRA RAIL, 168", BLACK tV O 6 242-01214 ULTRA RAIL SPLICE, BLACK 00 �N 28 232-02452 SNAP N RACK ULTRA RAIL END CAP OU v a co LLl L 32 242-02054 SNAP N RACK BONDING MID CLAMP, 33-45mm (1.30-1.77"), BLACK (it y u ) Q Lu _Nllu Inc 7 28 242-02215 SNAP N RACK UNIVERSAL END CLAMP �� _j > a) w Q� w - 7 242-02101 SNAP N RACK GROUND LUG R - 6=12 AWG = Lu Q 4 HITCH CLIPS I_ O m LU LL U'o N O 1 ATTIC FAN Q V) J QO p w mc SEE SHT 5 LABELS c 2 To V) a 1 300-07701 ENPHASE IQ ENVOY COMMUNICATIONS GATEWAY u W �o 0 1 PVC 12"X12"X4" PVC 12"X"12"X4" CANTEX BOX Z2D o M m 0 M p 1 Q2304OCT2 SIEMENS 30A/40A QUAD BREAKER a m PRODUCTION METER 1 ACPCP 3" HUB CLOSING PLATE 6 REDUCER LUGS FOR PRODUCTION METER IF REQUIRED TO TRANSITION CONDUCTORS SIZE TO ACCOMMODATE PRODUCTION METER LUGS 1 TB 6258 GROUND RODS 1 TB G5 GROUND CLAMPS DATE: ?J212019 JOB No: 176971 1 DU222RB SQ D 60A RATED NON—FUSED OUTDOOR KNIFE SWITCH REVISION NO: 001 1 HOM8161_125PRB SQ D HOMELINE 125A RATED 8/16 MLO OUTDOOR LOAD CENTER DESIGN BY: MH 3 HOM220 SQ D HOMELINE 20A/2P BREAKER 7 o` 7 Wneol Ridge guilding 0i'�is'oo I 0 0 ? T N� � O c -P).33 OO ou n 1 0 N O CT O -i AA J— 1 t-7 .. wlf "TIT S R T S1 N 1J tN S .� Y ti � z r e W R i City of Wheat Ridg® Building division INSPECTION RECORD (I�� Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ig(o ADDRESS: J��,�)a�JOB CODE: Inspector oundation Inspections Date Comments F Date Initials Comments 102 Caissons / Piers 302 Wall Sheathing 103 Footing / P.E. Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof 106 Foundation wall Insulation 307 Metal / Lath / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 306 Mid -Roof 205 Plumbing Underground Ext. 307 Metal / Lath / Stucco 206 Water Underground 309 Rough Electrical Commercial Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: ADDRESS: S�?J.�; �)C2�%(X�YJOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 2 Rough Grading F 3 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof ` 1 t' ! - r- t r; i / %1 �, ✓' 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 'For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works' 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check List Property Address Permit Number Permit Issued Date Owner Information Property Owner Information k7C0_7 d I �uf Property Owner Address _�; . ,\_� -%�Cc -t4 >- Inspector Information Inspection Company (:f - Inspector Inspector Name�� Inspector Contact info. 7(e 7 Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendatio ecifications. Inspector: �C>G t 7 Date:-"-/ - v Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Bui ing Division inspection. Propery Owner/Agent: ----- Date:�Ig This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A ,F} Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A �& Pass ❑ Fail Flashing for roof and walls F1 Pass 171 Fail if new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) 0 N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy 9, Pr000duros) Cl N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A 171 Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A 0- Pass ❑ Fail Verify vent caps ❑ N/A a -Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A p Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle VIN!A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A [ Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A 8 Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ❑ N/A a- Pass ❑ Fail ❑ Dripedge should extend down min 2" past roof deck ..Pass Fail Dripedge shall be mechanicaly fastened 12" OC [A -N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ rail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope 1055 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as N/A ❑ Pass ❑ Fail roof Metal valley flashing shall extend a min of 8" from the centerline with a min. 0.13/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-7/2:12 slope +/! Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: �T The City of Wheat Ridge Inspection Check List notes Final Roof Roof Insaection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/APass ❑ Fail Verify that no more than 2 layers of shingles exist N/A Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattem (See Policy & Procedures) ffN/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/APass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A] Pass ❑ Fail Verify vent caps ❑ N/A _0 Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A 1 Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/APass ❑ Fail Underlayments must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A 0 Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/Ar� Pass ❑ Fail Dripedge should extend down min 2" past roof deck E] N/A Pau ❑ Fail Dripedge shall be mechanically fastened 12" OC Q N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fair Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same N/A ❑ Pass ❑ Fail material as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements ❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes 63) Company Name: 2-- L- C' Inspector signature: ' Date of Inspection: - d�s'- City of Wheat Ridge Residential Roofing PERMIT - 201800886 PERMIT NO: 201800886 ISSUED: 04/02/2018 JOB ADDRESS: 5333 Newcombe ST EXPIRES: 04/02/2019 JOB DESCRIPTION: Residential reroof remove and install GAF Timberline HD Asphalt Shingles with 35 squares. Pitch 6/12. *** CONTACTS *** OWNER (303)513-3743 DAUZAT APRIL SUB (303)798-7663 Shane Knackstedt 100273 Armour Roofing & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,995.00 FEES Total Valuation 0.00 Use Tax 188.90 Permit Fee 188.45 ** TOTAL ** 377.35 *** COMMENTS *** ***—CONDITIONS Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be X, " equired for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to*the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800886 PERMIT NO: 201800886 ISSUED: 04/02/2018 JOB ADDRESS: 5333 Newcombe ST EXPIRES: 04/02/2019 JOB DESCRIPTION: Residential reroof remove and install GAF Timberline HD Asphalt Shingles with 35 squares. Pitch 6/12. I, by mv,signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, app Iicalrlet uiIding codes, and all applicable municipal codes policies and procedures, and that I am the legal owner or have been authorized by the ldgal ow%►e' of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this per' tifl Wr attest that I am legally authorized to include all entities a d within this document as parties to the work to be rf% m all work to be performed is disclosed in this document an r its acgampanyinA approved plans and specifications. Signature df V �NN'ER or CONTRACTOR (Circle one) Date F I . This permi was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra ntin . of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic code or any mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chie uilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Armour Roofing & Exteriors, LLC. Roofing Contract 5255 S Rio Grande St, Suite B I Littleton, CO 80120 Office: 303.798.ROOF (7663) 1 Fax: 303.730.3968 Email: info@armourexteriors.com Web site: www.ARMOUREXTERIORS.com BBB 0 PROJECT ADDRESS � j} CITY STATE ZIP Mailing address: M Same ❑ Different (See below) MAILINCq.ADDRESS ` xl ` ARMO19R REPRESENTATIVE DATE PROJECT SPECIFICATIONS b Protect landscaping and clean project site Q Remove all layers of existing shingles down to decking Number of Layers: EJ: Replace damaged decking, areas at $ per sheet Re -Deck: :Yes• --4(V0 I Install drip edge: ❑ 2x2 Eaves .22x4 Eaves ❑ 2x2 Rakes .--E9 D -Style Rakes Color: ❑ Grey tT Brown ❑ White ❑ Black ❑Other: -❑ Install roofing felt: ❑ 30Ib. El Synthetic ❑ Other: "Install ice & water shield: G Eaves ❑,Valleys ❑ Chimney(s) -❑'Penetrations ❑ Skylight(s) ❑Other: PROJECT SUMMARY Contract Price: (+fes Other 7 Ay. ( + / - ) Other: ( + / - ) Other: Subtotal: /':- �, `'�>� 6 - 0 1 (+) Supplements: Final Contract Price: ^)ARMOUR 3L ®pDAVEROOFING and EXTERIORS WVwAN.tom. 6' PRIMARY /CELL NUMBER SECONDARY NUMBER ALTERNATE CONTACT NAME / NUMBER y EMAIL ADDRESS fr ) r f Z, 7 E INSURANCE COMPANY j /) , CLAIM NUK4r3ER INSURANCE COMPANY PHONE NUMBER ,lam Valleys: ❑ Open "Closed Color: ❑ Grey ❑ Brown ❑ Black ❑ N/A ,-E Install flashing:,.❑;Sidewall ❑ Skylight(s) ❑ Chimney(s) ❑ N/A -Q Install shingles using six nails per shingle ❑ Other: per manufacturer's specs E] Install ridge cap: ❑ Standard .bHigh Profile ❑ IR Ci -Install ventilation: ❑ Low profile, --.n Current ventilation ❑ Ridge ❑ Other: 1,171' Install plumbing jacks: [93" to 1": El Split Boot:_ El 4": rt] Paint all roof accessories ,Q Remove and haul debris and roll property with magnetic sweeper INSTALLMENT SUMMARY 1st Installment: $ Check Number. 2nd Installment: $ Check Number.' 3rd Installment: $ Check Number." Final Amount Paid: $ rep date AGREEMENT SIGNATURES * Installment Plan: ❑ A ❑B [rj C ❑ D ❑ E (see reverse) * All approved supplements will be paid to Armour Roofing & Exteriors OUSTOMER(S) SIGNATURE f J date * Make all checks payable to Armour Roofing & Exteriors * Customer(s) agree that they have read, understand and agree to all the A� TERMS AND CONDITIONS on both the front and back of this agreement. j, * Received Building Expectations Sheet & Insurance Carrier Identigcation. ! • �r `,,. -r ,' � It ^ � Initials: HOMEOWNER P/M h ' ARMOUR REPRESENTATIVE SIGNATURE date DROP MATERIALS: "'Roof Load Other: r' Lagenia Reimer 10 l �0(!) O� From: no-reply@ci.wheatridge.co.us Sent: Friday, March 30, 2018 4:27 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5333 Newcombe St Property Owner Name Brian Dauzat Property Owner Phone 303-513-3743V� Number (enter WITH dashes, eg 303-123-4567) ��% 3 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Dauzat Contract. df Contract �t CONTRACTOR INFORMATION Contractor Business Armour Roofing & Exteriors Name Contractor's License 100273 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-798-7663 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 5255 S Rio Grande St, Suite B, Littleton, CO 80120 (Primary address of your business) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or info@armourexteriors.com info@armourexteriors.com 35 56 OC?L b,�D No Pitched roof (2:12 pitch or greater) PJ both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 Z 35 / GAF Timberline HD Asphalt House SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Shane Knackstedt Email not displaying correctly? View it in your browser. INSPECTION RECORD ; o�GUpanw,TVpe -- �IN�pECTION"L�tNE�303) 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. xs, POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED. ROUGHS ti Sheathing Lath I Wall tie Mid -Roof Cp Electrical Service ,:- Rough Electric Rough Plumbing Gas Piping Rough Mechanical ps ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing - - ;x Insulation Drywall Screw INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR COMMENTS:. INITIALS Footings /Caissons ' Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic - Weatherproof French Drain Sewer Service Lines FINALS Electrical Plumbing Mechanical Roof © /✓�'0 Building. Final - - '. Water Service Lines- INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS : SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. FINALS Electrical Plumbing Mechanical Roof © /✓�'0 Building. Final - - Fire Department R.O.W &Drainage :. INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS : SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping " *NOTE. ALL ITEMS MUST BE- COMPLETED AND APPROVED BY PLANNING AND ZONING,: BUILDING AND PUBLIC WORKS BEFORE A — GER- TIFI cATf-0 F0G6UPAN6 *q$- tsSUED..FIN.QL(NSP,ECT- IAN- Ba'- T.£E,E UL TMUTEAUTHORIZATION - OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTI PROTECT THIS CARD ,FROh KATE OF UCCUPANCY 15 155Utu THE YVEATHER ♦ v CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: %rJt pc)6i Job Address: �� 333 /t�G�JCOrn Permit Number: CYI2d`�� A i i i ' ❑ No one available for inspection: Time A 7 Re- Inspection required: Yes N� C When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 9< /G /n Inspector: ;F/ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE j/ Building Inspection Division (.03) 234-69AA Incnar-tinn lino J (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /_ac- r- F1 nJr7 c. a p~F Job Address: _5?.3.3 MC-VCQ17 dF :34 Permit Number: O1 / q9 - ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, cal( for re-inspection at 303-234-5933 Date: /0 - f.q - d ~fl Inspector: c/ DO NOT REMOVE THIS NOTICE o d , s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Z )C,O Permit Number: i F ❑ No one available for inspection: Time l'1 p, Re-Inspection require^d"'((°~~es~ No "When corrections have been made, calf for re-inspection at 3o3-234-5933 k Date: 3` Inspector:_( DO NOT REMOVE THIS NOTICE 77 ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 1w) Job Address: 5333 itsc~rf at9h~~?i. Permit Number: C' c n1 ❑ No one available for inspection: Time l/ LO AM M Re-Inspection required: Yes When corrections have been made, call for re-inspection aIt303 23~~4-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ' City of Wheat Ridge Residential Roofing PERMIT - 092699 PERMIT NO:. 092699' - `ISSUED: 09/24/2009 JOB ADDRESS: 5333 NEWCOMBE.ST EXPIRES: .03/23/2010 DESCRIPTION:. T/o: Insstall 36 sqs; of GAF/Elk 30 'yr. Timberline CONTACTS owner Brian Dauzat gc 303/458-.0727 Derek Hendricks 06-0033 Brickey Construction PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION; 0049. BLOCK/LOT#: -:0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,053.00: FEES Permit Fee ..217.50 Total Valuation .00 k :-1,-~- Z"\ Use Tax 144.95 R A A'~~~~ **.TOTAL 362.45.. Conditions: -6 nail installation & mid-roof. inspection required. Board sheathing spaced more thana 1/2.ofaninch apart requires plywood overlay.. on, entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. Subject to field inspection. 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 th assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other applic h2at. idg , Ordinances, for work under thiexmit. Plans subject to field inspection. Signature of con ctor/owner ...pate r r 1 This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the III State of Colorado and to the.. Zoning. Regulations and Building Codes of Wheat Ridge, Colorado or any other. applicable ordinances of the city.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to. expiration .`date... An extension may. be granted at the discretion. of the Building. Official. ' 3. If this permit expires; a new, permit may be acquired fora fee of one-half the amount normally required, provided no changes have been or. will be made in the original p1 g ins and specifications and any suspension or abandonment has not exceeded one (1). year. If changes have been or if suspension or abandonment exceeds one (1).. year, full. fees shall be paid for a new permit. 4. No work of any manner shall. be done that will change.. the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written. approval. on inspection. card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor.` an approval of, any. violation of the provisions. of the building codes or any other ordinance, Ia., rule or regulation.. All. plan review is subject to. field inspections. Signature of Chief Building Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTSMUST -BE MADE `BY.3PM ANY.' BUSINESS.. DAY FOR INSPECTION THE `FOLLOWING BUSINESS. DAY. City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 o~<oaNO Inspection Line: 303-234-593 ffqr-36~) Building Permit Application Property Owner (please print): z. fi/l/ Mailing Address: (if different than property address) Address: Date: Plan Permit Phone: City, State, Zip: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space descri tion): - ! Ce t t7(J / - Construction Value: y Or G> ~T~ (as calculated per the Building Valuation Data sheet) r6~4< T1f'46ERUN6~- Plan Review (due at time of submittal): s G ,4~~~ ~2 ~~tT iattrfrL~ Sq. FIJL.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit.. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (O R) (CONTRATOR) PRINT NAME: .&IdAc l(s92fic6!5 SIGNATURE: Date: _0111160J' ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY: Bldg Valuation: DEPARTMENT USE ONLY ~IIIIM Electrical City License Plumbing City License Mechanical City License Company: Company Company: Z d ~ m m ~ d m° o= ~m ~ c ~ O o ? 3 " gc_° ~D n Og o ~o v~ AQ m' m ~ ~ m ~ a ~ f n .Z ~ ~ m 0 T 0 A ~ x m T ~ r r < Z ~ ~ C ZJ ~ O ~ m m D r 0 m ~ C7 A ~ 4 FD Z ~ :LI O 'U m ~ < < 2 ~ C S N $ ~ 3 c O O j. V a N lD ~ N (T n 4 o a 6 rv s ~ m y ~ v c F n m ~m m ~ nag n ~ vo0 o g~ a~~1 c `2fD n~ _ D m nc 'i o ~ w m _s nm ~ ~n oa 2.0 3 ~ °a d ~ n 3. m o ~ ~ y O ~ m m ~ m n$ ~ A A N N ry O d p A < C M N A D N n ~ y Iy~I ~ n ~ H~..y l~ O . ~ l 1 ~ ~ z ~ ~ N (7 m ~ 3 ~ 3 Ip u ~ o ~ nate: ~ I ~ 1,`n4-- A Certiticate of Occupancy or Completlon has been requested for. ,a►ooQVss: 5~3 NQwcc,-u,be Sf PIURP"IE or Building Department Remarics: 2oning Remarks: Public Worka Approval: OlC., d216{ Remarks: Fire Marthall Approval: (If Applicable) Remarlcs: Sanitation Dlstrict Approval: (If Applicable) Remarks: Water District Approval: (If Applieable) Remarks: / ( INSPECTIONS WILL N'OT 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 4NSPECTION RECORD ~ JOBADDRESS / % ~~.v' BUILDING PERMIT N0. A~- ,T.r, Z~ OWNER CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH DATE ISSUED V~~ ~ t` _ SOUTH EAST TYPE OCCUPANCY : WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION , DATE INSPECTOR Foundations Footin9s Caissons einforcin Monolithic Weatherproofing tjal rcj ..rr POUR NO CONCRETE UNTILABOVE HAS BEEN SIGNED 5F}~~~ Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) • Cj K I~ C~~} n Gvpnr~ * DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical ti ZA _o~. Rough Plumbing oc Air Test Gas Piping p Rough Heating & Ventilation L --c)Ci Framing ) ~ Z~- o Insulation ~ - 2-c 019 Drywall Nailing Roofing ~ _ Z~, -~+z{ Refrigeration Electrical Underground Final ~ Electrical q- 1i vµ Plumbing 9 -Iq -oq Heating & Ventilation q-1 3 oq Frame R- i 4- m R.O.W. & Drainage L qilvyrE C-rsei Fire Department Parking & Landscaping a4 ~ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~Y O w::; os wCD wC.) A p ~ W n W O 7 N 3 < N a m m :3 3 m ~ a m C1 N a , N L ~ ~ 0 ~ ~ C- 0 v a a ~ N N ~ Q -J O ~ Z '11 r ~ o ~ 0 ~cnm ~ ~ C W~ m ~ N , •r s - ~ Z ~N 0 Z , ° cD o v ~m 'O RESIDENTIAL SITE CERTIFICATION DATE: GI • z -o 11 ADDRESS: r'3 33 N F~.1 Ct~r.ti~3E- S'ru~.~-~ LOT: io BLOCK: ~ SUBDIVISION: SKl1~rJ~ ~srA-~s T:'j~-iatA r1o '3 w--The relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured aze in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. a The lot grading does not conform to the approved grading and erosion control plan The attached revised ref gading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal Sincerelv, IMPRvVEMENT SURVE~ PLAT AND SCnLE: 1~~ = 20' ~ Carroll s~. Lange= DRAINAGE CERTIFICATE JOB N0: 3161 Pmtessional Engineers 8 Lantl Surveyors " ~es so~~m un;o„ aron. swre iss , DRAN?J BY: PH Lakewootl,COloratlo 80228 (303) 880-0200 oATE DRAVM:08-25-04 REYISED ISP: > RENSED ISP: U U N ~ Z REGRADE: ~ LEGEN~ p~sA3 a SN • =FOUND //5 REBAR 66.00' N0073'1 1 ~~W g0~3Q~ WITH PLASi1C CAP O=FOUND NAIL & DISK LOT 10 p~Q IC=PROPERTY LINE BLOCK 3 10' U.E, BOW=BACK OF WALK I[=FLOW LINE ~ ~ ~ - - - - r ❑x =PEDESTAI. x V =SERVICE I Q 7' C?=UGHT POLE PRIVACY PROPOSEDTGB= w w I ~ I FENCE AS-BUILT TGB= 47J y p, ~ ~.4> > I ~ ~ w w ,II n LVI ~ d, 1,y y 4 I,' ~ 0 10 20 I co F~2 00'~ .T:T , 28.0' 0 ~ I MEREBY CERTFY THhi iHE ELEVA➢ONS ~ ~ X f~1' 9 AND ORNINACE PATIERN SXOWN ON I _ OF 9!UNr EST1 1.Q ,S ~Z QI FlLOT JN~o9~ CK1 0 I Q iHEREqJ NERE OE~ELOPEO FROM q SURKY Q OF THE ABOYE DESCRIBED PROPERTT, I^ 0 2 STORY I~ NI PERFORMEO QV iNE OAiE $HONN, AND STONE AND FRAME AC~RA~Lr ano rnuLv oevicr n/e I N ~ I ELEVAlION5 AS 1HEY E%ISiEp ON THE 5333 w on~ or sao wR~r. THE REUn~ I t0 ELEVAilONS AS OEPICTFA HFREON YqY NEWCOMBE STREET ~ I I I cxnrvcc sueseacHr ro TME oATc 8. ' ~ * t HEREOF DUE TO THE SUBSIDENCE ~ OR UPHEAVAL OF 1HE SOIL, ADOITON OR [~ID~ x OR REIAOVAL OF SqL BY AC15 OF 4/.N, EPOSION BY TNE WND OR WqTER OR OTNER PACTORS. IHEflEFORE, MIS SUFOEY MAT ~ IA Fr_A~6S ~ NOT ACCURAIELY DEP iNE EtEVAPONS ~'1~ ANO DR~INAGE RN pG 1ryE ABOYE ~ n GF°47a - PRa P 1 iE pF SUR~EY I 8.5' ol"' 48.0' N~ 9.0 RECI RED LA URVEYOIi I , NO. I AO ~ P R\H * 9 B-2h04 I OAIE OF RVEY 1HE LEVqT0.N5 AND OAAINACE PATIERN ABOVE I µ N I u1 I 1 I 9E51 E~ Q20UND CR~EES FINDONIE AROIJYOUR NO M'. S Y00, iHE HOMEONNER, MOST IApINTAIN - I~w I 1HESE ELEVAlIpVS ANO CRAp[5 i0 PROPERLY DRAIN THE WAIER AWAY FROM YWR HOUSE. 1HE BUIIAER OF TOUR HOME N1LL NOT COWR SiRUCNRAL 10U.E. I OAMACE TO YOUfl HOME CAUSEO AS A W 1 FIMSHEO GRADES.A~iMEREFOREE IT IS YWR ~ cc z D FESPONSIBILITV TO MNINTAIN THE IXtA0E5 ^ UV. OO~ SOO~~J'~ ~~E ' AS SET Bv THE BUItDEe nrvD n5 CERTIFIED ^ \ L HEREIN BY THE SURVEYOR. a~Q s O. . BOW IN AODIiiON. iHE H.O.W. PPO1£CTONS ON YOIIR RE4DENCE PRONOED BY YpIR 'FL BUILDER INLL NOT C00£F SiRUCNRAL , OAMACE AAUSEO AS A qESULT Oi NEWCOMBE STREET `""NGES ""°E I'MISH"° ORqINAGE GRADES. iHEREFORE IT IS YOUR flESPON51BIlITY TO MAINTAIN THE CRApES AS SET BY THE 9UILDER AND AS . LERPFIEO BY THE SIIRVEYOR BY BUILDER BEARINGS ARE BASED ON THE WEST LINE OF LOT 10 BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTAT S FILING N0. 3 BEARING NO0'13"11°W . WIiH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24ItL. DAY OF A ST , 7004 , OF THE PROPERTY DESCRIBED AS LOT 10, BLOCK 3, SKYLINE ESTATES FILING N0. 3, FLOOD INFORMATION: CITY OF WHEAT RIDGE, THIS PROPERTY LIES WITHIN ZONE C, DESIGNATED AS AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL COUNTY OF JEFFERSON, EMERGENCV MANAGEMENT AGENCY FLOOD MSURANCE . STATE OF COLORADO RATE MAP~ ,COMM,I~MITY PANEL N0. 085079-0005 C, REVISEp`k~.4 1998J.. (SKYLME ESTATES FLG. NO 3.) AND THAT THE LOCATIOM AND DIMENSIONS OF ALL BUILDING IMPROVEMEN;E q5EME~ ~R`}21GHT5-OF-WqY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE P %LY SHOWN. r BY: - ORT . DATE: ` . .~;4-Q. . - , •`y`';...rRECERT FIEb, ypv1TE: iHIS SURVEY DOES NOT ADORESS EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT NOiED HEREON d9kuNOTICE: ACCORDINC TO COLOflApO LAW YOU MUST C011MENCE ANY L[CAL AC110N 9ASE0 UPON µY p[YECT IN iNIS SUfl~EY WiHlrv ~¢~Ar~ rWOMNDEqTO~~Em wR~YOR. DEFECT.IN NO EYENi MAY ANY ACTION BASEO UPIXJ ANY OEGECTIN THI$ SURYEY BE COMMENCED MORE 1HAN 1FN YEqRS FROM iHE DAIE OF iHE CERTFlCATION SNONN HEREON. U-) ~ i['f 1 _4, _ U') L . _ J uc;n_ . ~ Q.' I N Ih L~i.. ~ _ _ I - ' ~ a' d' Ln ~ - ` ~ ~n . N W = E ~ - o ~vL - a < o _ _ ~ aQa; ~ 1 rn ~ O ~ Ztaw ~Z QO a) <aj0 Q ~LN<,~7 ~ LL. Q ' ?poN ooNHW~~ Zo C'-4 aCo7 O v' -ia: F- ~ ZC~Ym J~ ypU F- W O >2 D H O m~ W Z N~2 C Q ~ ~ ~F- U I ~ m i ~ ; , , 4W- O Z- ; J J ~ 0 2. 1 ~1 ~ i • ; l i 1 ~l ~ S _ . _ . _ , . . _ . t ~ . . ` . . , . ~ _ _ . ` . . . ----'---w...... I S~:J 33NIJN3 0 N11'lf'lSNOo , . ~ IMPROVEMENT SURVEY ~ ~ Carroll s~. Lange = otess~onei Engmaers & Lana surveyurs 16s saum union elvtl.. suue 156 Lakewaatl, Cnlorntlo 80228 (109) 9II0.0200 ~ - - - I o w ~ ~ ~ •qfi9 ~j 20.0' UC ~g , w Cr! 0 w V Z W ~ 00' N00'13'11 "W ~ P9o4 3Ap~•° -1 6~"-I LOT 10 BLOCK 3 w ~ ~ 3 ~ ~ ~ ~ ~ N Qs N ~ I I J AND DRAINAGE CERTIFICATE } p~6 10' U.E. ~ - - - ~ ~ OJ' I PRIVAC FENCE ~G \ ~ k ,GI' w w > > n ~ I'n WI ~ 7I ~ ;t ~I 2 ~I ~ H N 2 STORY I y ° STONE AND FRAME p~4 5333 w I NEWCOMBE STREET m (~q x- FFO N_ GF°47-° . I tP cow. PORCH a N ~ I M ' 4 -~~a ,a' UE ~ 66.00' 500'13'11'E . NEWCOMBE STREET NI I I L BOW , ` O iL PLAT SCALE: 1 = 20' doe No: 3161 DRAWN BY: PH DATE DRAIVN:08-25-04 REVISED ISP: REVISED ISP: REGRADE: LEGEND • =FOUND #5 REBAR WITH PLASTIC CAP O=FOUND NAIL & DISK P=PROPERTY LINE BOW=BACK OF WALK I[=fLOW LINE =PEDESTAI. ~ =SERVICE {}=LIGHT POLE y PROPOSEDTGB= AS-BUILT TGB= 47.7 ~ 00, , 0 10 20 ~ I HEREBY CERTIFY THAT THE EIEVA➢ONS ANO DRNNAGE PATIERN SHOMN OIJ LOT_~H_,OBLOCK3 OF SK1tWE ESTATES Fll1H4 1HEREINJ N£RE OEYELOPEO FR04 A SURYEV OF THE ABOYE DESCRIBEO PROPERTV, PERFORNEO ON THE OAIE SHONN, ANp ACWRAIELY ANO iRULY DEPICT THE ELEVN➢ONS AS MEY EXISIED ON THE OAIE OF SAIO SIIRWY. 1HE RELAiIW ELEVATONS AS DEPICiEO HEREIXJ MAY CHANGE SUBSEOVENT TO THE DAiE HEREOF DUE TO THE SUBSIDENCE OR VPHEAVAL OF THE SqL. AO ITION OR OF REMOVAL OF SOIL 9Y A OF MAN. EftO510N BY THE N1N~ OR R OR O1HER GACTORS. iHEREGORE IS SUROEY MAY NOT ACCURAiEIY I ELEVAl10N5 AND DRAINACE R OF THE ABOK PftWEftTT pF SURYET rvcTVn 5 GtXIIHlu FlrvpINGS OR THE INISHED GROUNp GRAOES AROUNO YOUR ItESIOENCE QY THE OR1E SHONN YOU, iNE HOMEONNER, NUST MNNTAIN iHESE ELEVAlI0N5 ANO CRADES TO PROPERLT ORAIN ME WATER AWAY FROM YOUR NQUSE. THE BUILOER OF YOUR HOME PoU NOT COOER SIRUCTURAL DAMAGE TO YOUR HOME CAUSED AS A RESULT OF CHANGES MADE IN iHE FlNISHED GRADfS. iHEREFORE. IT IS TWR RESPONSIBILITY i0 MAINTNN THE GRAOES AS SET BT THE BOILDER AND AS CERTIFlED HEREIN BY 1HE SURYEYIX2. w nooinaH, ni[ H.o.w. paoTEcnoHS ari YWR RE9DENCE PFONDED BY VOOR 6UILDER INLI NOT COb£R SiRUCNRAL DAMAGE CNUSED AS A RESULT OF CHANGES MADE In THE PINISHED OFNNAGE GRADES. IHEREFORE, IT IS YWR RESPONSIBILITY TO MAINTAIN THE GRADES AS SET BY RIE BULLOEli AND AS CERiIFlED 9Y TVE SURVEVIX2 BY BEARINGS ARE BASED ON THE WEST LINE OF L0T10, BLOCK 3,OF THE RECOROED PLAT SKYLINE ESTATES FILING N0. 3 BEARING N00'13'11°W . W1TH MONUMENTS AS SHON?J HEREON. THIS CERTIFIES THAT THE A80VE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24.ItL DAY OF AUGUST ,2QQ4 , OF THE PROPERTY DESCRIBED /+S LOT 10, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING N0. 3, rHis PROPERrv uES wirHw zoNe c, DesicHnrEO ns CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODWG, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE COUNTY OF JEFFERSON, RnrE Mna, coMMUNirv PnNeL No. 085079-0005 c. STATE OF COLORADO ~p~»~11110°~~~~~uii~~~ REViseo (sKVUrve esrnrES FLc. No a.) AND THAT THE LOCATION AND ~UILDING IMPROVEMENT RIGHTS-OF-WAY IN EVIDFNCE OR KNOWN TO ME 01 AT ~ Y OR ON THE PREM SHOWN. I ATTEST TMAT TO THE BEST v EDGE ~ ~ : i}1E AS-BUILT CRADN/G CON01 LY N7iH N n~ aeAar~c Mro ertosLor~ c~ oE ~N. mW ~ BY: Vnte: • ' OATE: u+e~--r-r-v"w~ i ~ O} •~G'~` ` . ~~1YP11`~ RECERTI 0'p~r'• E: iHIS SURVEY DOES NOT ADDRESS EASEMENT ~ S~~~ THE RECORDED PLAT NOIED HERE~Vl~q~~~~~~FMNC,,,I ~~0 WAS PROVIDEO TO THE SURVEYOR. NOTICE[ ACCOflDING TO COLORAW LAW YOII M AL ACPON BASED UPdI ANY OEIECT IN 1HI5 SUR~EY WIRIRlEe.vTMS ARER YW fIRST OISCOYERED SUGI OEFECT.IN NO EbENT MAY ANY ACTION BASED UPON ANY D~FECTIN R115 SUROET 8E COMMENGEO MORE iNAN TEN YEARS FRpA iHE DAIE OG THE CEPiIFICRPON SHONN NEREON. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number BUILDING INSPECTION LINE - (303-234-5933) Date CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address : 5333 NEWCOMBE ST Contractor License No. : 21948 17609 8/25/2004 Phone : 466-1831 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnit 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 allegalions made are accurale; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibilily for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicableCNOfi~at Rid ordinartces, for work under thi mit I N/Ofi'' (OWNER)(CONTRACTOR)SIGNED1,3 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: BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : pRD Building Coir+me`nl Approval: RUblic 4Y,ork's Co4nrinimits: Approval : Occupancy: Walls SIC : Sq. Ft. : OK Owner/contractor is re~oen, . lines and coasttvcting i r pr ' approved plan and reuu, The City is not responsiUl~ :~r :na c,,r submitted within the plari set s;j ny corsi,iu errors resulting from inaccu,ate inforr.c.:ion. Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheal Ridge, Colorado or any olher applicable ortlinances 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 aulhorized is suspendetl or abandoned !or a period of 720 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in lhe original plans and specifications and any suspension or abandonment has not exceetled one (1) year. If changes are made or it 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 thal will change the naturel Flow of water causing a drainage problem. (5) Contrector shall notify lhe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before procee0iing with suc ive phase b. (6) The issuanc il or pproval of dra and specifications shall not be construetl to be a permit for, nor an approval ot, any violation of the provi/si9RI-'S ' di de~ an nce, law, rule or regulation. G Chief Building Inspector Please sign Terms and Conditions on reverse side of page. Rug 23 04 12:00p Reding 303-650-9234 p.5 ~Ar COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Numbar. BUILDING INSPECl10N LINE -303-2343853 Data: ~ CITYOF WHEAT WDl3E ` 7500 WEST 29TN AVENUE WHEAT RIDGE, CO E0033 - (30.1-2352855) APPLICATION Propem• owner 1'ro~.-rty Addrcss: P}ale: Contactor License No.: 3 lv e~.J CA th~ S 1 i~-.9' Company: Pl~one: CT f~2 LT~~ t y\ Pfv i 0WNERI00111IA/1CiOR SIfiNJ17VRE OF UMERSTANOIN6IWD /1GRE91@7T I here0y ceNty Mat the setDack dismnces proposetl by tlhs pem@ applioation are Construction Value:$ 3•~'U _ acwrate,anddonotviopteappliwbleordinences,rubsmnpulatiormMtlreCiyot PemutFee:S Wheat Ridpa or covenan6, usertpnts ot reshictions of record; Mrt aN maasuremertls slwf~n, and albgatlom mode are axunte; ttiat I have read anG P~~ Review Fee:~ a9me m abida by etl corWitiorm prvrtee on tm: eppiicaeion ana mat i.as,ane ful Use responsibility For mmplianca wRh Na Wheat Ridyo Buildin9 ~a (U.B.C) erM all oMer applirabla VVheaf RiOye Ortliminces, br work un0ei Nis pelmit. TOW:$ > L ,~~X~, ~m_'1~-aTE~f ~ (o+.waexOavTancran):rriwl~ . Uc't17 ti-Y DniEglaz I F4 Descriptiorr. 'k ;R,kuW I'AY(o` CL/fGi -f"o J~ w1hj~ Sq. Ft. atldeA 0_ BUILDING DEPARTMENT USE ONLY IG: .Fi ING COMMENTS [-IFF r' ~ Aa~,a~ ~ c I~ 2oning: •Y COMMBJTS: , Approval: WIXiK$ COMMENTS: p`PPrOV2I: Walls: Root Stones: Residential Units. Electncal License No: Plumbing License No: Mechanical Licertse No: Company: Company: - Company: Expiration Date. Expiration Date' Expiretion Date: Arproval: ApprWal: Approval: (1) Th'a pertrit vws issued in eocordaneewilA the provisbiK sat brth in your appikatlon antl is subject to Me lav.s M the Smte W Goloredo en0 ro tlhe Zaning Regulatbns anC Buildip Codes o(YNneet Ridge, Cobwdo or eny oMer appliobb ordinances ol tlro Ciry. (2) This perml[ shall expire B(N tho wo* auMOrized is m[ c«rmanced wiMin sucry (60) deys from issua 0aID or (B) Ihe huiltliip auMorized's suspended or ebeMoned br e period of 120 days. (3) If this permit eKpiras, a'rew permit mey be aoquiraE for a fea of one-heM1M amount normay reQU'veA, provided na cAan9es have 6een or will 6e matle in the original plam antl specdkaliom anA eny wspendon or abandonmenrt hes not az<eadeE one (1) year. If Uarqas have been w d susperoion or ebantlonmerrt ezceeAS one (7) year, full feas shall De paitl (o, a rrew pemut (4) No rork of any rtmnner shall be Oone Ihe[ will durga the na[wal /bwof vwter causinq a drainaqe problam. (5) Contacmr shaU notily the euading Inapeciar tv.enry-Iwr 24) hours In advance ror aq i'npectiorrs and sheN raceive written approval on inspaction cartl De(ore proceedip MiN succesaive phasas of the job. (6) The ssuence ot a parrt+t a the approval 01 Arawirgs end spadficatlons shell rrot he eonsMve0 to be a permh br, mr an approval M, any violation of the pravisions of the builtlng codes or anY other ordinance, law. tule or reguletion. Chief Building Official Ru,; 23 04 12:01p Reding 303-650-8234 p•6 quc.ie.eaaa i:taon no.na a.s P LO T P LA N FOR @) MELODY HOMES,N.. LOT 10 . BLOCK 3 SKYLINE ESTATES. FILJNG 3 CITY OFVJiEAT RtDGE. COUNTY Of J RS STATE OF COLORADO. AQDRESS 5333 NEWCOMB STRE ?0 49- ° N0013 11 W 66.00 ae.g6 - 7 uJ (-SETBaCK 7 N - - CO °~iI ~ ~ tori;i-qto ~ - $ st i ~ ~ ~ „ gl,p• 17.2 --'10.! J ~ N I ~I ^ tOb=~lI.2 nj N y~ O t.o' 0 d p rY~ I I d OI I TC f=47.9 a9' J ~ Q~ a yDdy r~~ ~ ~ B. ~ BA5D.1[N{ ~ I iN II.' I ,O• ~.~P, S~ ~ ~ W .n• q N ai pGARAGE s°.s' 19.0' ~-3 in p ~ _i ~ N „ a - ~R ~ 4 io' U.E. 43.2 Q 13 11 W 6.0 44•19 NFI✓[0%I$t srp-EFr iucn qTAK • MODEL 3009 RH 3 CaR F,LEV, C LDT AREA (SF.) 7.920 S F Z ~ AREA . J = ( ~ a0or.soffs 2 9.5X ~ERAGE ~ W rai Ma 8= XDOIiT 29.4' NOq/T- 2a.Y' AVG BLDO L rpsws ww M nnwte O~~Tn~ wt ie M p~ ~ ~ . AVG F.R~ N'!.Z i1N MNNa mrM n01 ML FdIW11~ wu~ 1~rO w IM~ ItlIC1[ ~N16 ~ ~ ~ M ~ ~ ~ Y1 aRi MC~OI~I1Z K ~w ioe ~oo w M IY Tl ~Wp1y IMIV. py~IQ ~ JIR'IS~N~tL61NC11A~ MGG~ TO IIIC MnN~Ym iWM11M RM0. REN $AMROM FLF STNKMG ~ ° ui N0 i n ~ i I L unun rmesra O~rerr uwe rumi sarncE rR ~ xc + e w u gpW ~ rK SIWITAFtY 3EWFR SERNCE ~ aOFwWWC ~i b~ • 4' bTAf+CER 16fIJIRm 7 p , ~ f01M.f RO HT yL~Zy L10XT Pp.E ~ FLOW YME p( ~ yq~~p iCpvm~C~pR p r ' ~~mi Lo7 CWERA~ wR i~N+~NES },tFlRE N1DRMIT ENT SETBACKS: MIN~MUM scnLE: i'=zo• QMELODYHOMES m¢ rost axzieraANiiVa mns a mww 8 7 1-80D-822-19 2001 . MliONT: ~0~ 7 7'RgpR'L :Oh19-04 DATE REV I ~ .e~ r -53s-s7aoP., . _ ' : ro, SIREET SIDE:20.0 gY; BMA ~ (s(jp98 ~ee891 468 MINIVM~EN UM STRUC7URE5:15 : 9ET J06 N4 SKY3 I.E 10' U.E. i ~ ~ JK ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (305-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 77235 6/15/2004 Property Owner: MELODY HOMES INC. Property Address: 5333 NEWCOMBE ST Contractor License No. : 21279 Phone : 466-1831 Company : Melody Homes Phone : 466-1831 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 re9ulations of the Ciry of W heat Ridge or covenants, easemenls 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 appliration, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable~ W~,~hepat Ridge Q 17ordinan~ce~/s~, for work under this permit. (OWNER)(CONTRACTOR)SIGNED72tA.2 ~/W DATE_ 'u''~ Construction Value : $219,411.00 Permit Fee : $2,165.55 Plan Review Fee : $100.00 Use Tax : $2,632.93 Total: $4,898.48 i i~o • 11 6-7$ : 931 ~SD.ou Description : 3009 C- W/ FIREPLACE IN FAMILY ROOM, AIR CONDITIONING - 5.0 TON C~_ Zoning Go~iment5:' Approval : TRC Zoning : pRD 9uilding Gommettts.," Approval: CR Public Works Cat[iments;. Approval : DF6 er contractoris:e;~v4 •~~0~ BUILDING DEPARTMENT USE Of~}~ ~yd construc ir~U p~~''~' _ aFnrot~l~lan ;r~d r~ ~n te OK ~s nohrsj3' :heCity n ` .a r t ~sultic~ r.i ,n.._ NOTE: MASTER FOUNDATION PLANS HAVE TWO ENGINEERS STAMPS OK. 6115/04. SEE ATTACHED SHEETS I Occupancy : R-3 Walls : 2X6 Roof : Stories Electrical License No : 21284 Plumbing License No :19354 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OK/KS Residential Units Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OK/KS (1) This permit was issued in accordance with the provisions set fodh in yopur application and is subject to the laws of the State of Colorado and lo the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work aulhorized is not commenced within sixty (60) days (rom issue dale or (B) ihe huilding authorized is suspended or abandoned for a period of 120 days. (3) If lhis permit expires, a new permil may be acquired for a fee of one-half the amount normally required, provided no changes hava been or will be made in the original plans and speci(cations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment ezceeds 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 natural Flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wilh successive phas 'ob. (6) The issuanc it o approval of ' gs and specifcations shall not be construed to 6e a permit tor, nor an approval of, any violatian of ihe provisi o uild co or a r inance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. ~ ""e" u p ~toa~ COMMUNITY bEVETAPMENT DEPARTME1vT BUII.DWG INSPECTTON LTNE - 303-234-5933 CIT'Y OF WIiEAT RIDGE 7500 WEST 29TH AVENUE WIiEAT RIDGE, CO 80033 - (303-H23y5-)1p855~) ~~y ~r4lll.~~~lliY Propeny Owner: Propcrry Address: Coaaactor License No.; Building Permit Number bate: Phone' ~✓"c{u- -/Z3( CottVanya Phona ai,}'-C{ 01ATEfUfOY.T/uCTOH 5IC1iATUaE OF IiNDE0.STANDI7:C wI:D ACHEFIdCK7 4 1 hcrtfiy cenify that OK k(y9tk distanca prOpoaeA 6y this pemtit appliCation a~E BtcurAte, COt1SU11CdOi1 vdlllC: ! 'aMdonotvio7aaapplicabkordinances,iukswregu]arionsWdaCieyolWhalRidgeor p~~lFee:$~~~'' Covenanls, cuementt m reSbfCt~OM Ofratord; that aII measumncros flawn, and iilegiliOna nude uc accunlr, Ihat 1 hsve rtsd and f¢ree m a6iae 6y an ~ditions o.h,tea . Pl an Review Fee:$ t 00 appfication :nd that 1 usame Potl rcspansibiliry fv eompliame with ft Whqt Ridge ,~Ip22 Huilding Codt (U.flC) md 711 olhcr appi'wablt What Ridgc Ordinences, fa vqrk undv Use Tax:$ ~ iMis pertnit. Total:$ DFSCRIPTION: ;ixiGl n, L- i,..~ t. ~'VLr 'i-.. Gtic'n.tX, ~ ~ ~ ~ ~uvtcC~i tY'Z'k.c~+l~ ~ J,cv ~{Z« U BUILbt1VC, DEPARTMENT USE ONLY STC: Sq.Ft.: ZpeNNO COMMlNri:/~ ApprovaRiA 2oning~ ~?9 v~ 7 BULLDINOCOMMCNTS: I S ~n.. Appiov3l: ~~la/JS tF...~O ~N7 ~ ~ ~ j ~ e vuBucwoiucseorrears: BK, ApprovaL• Occupancy: Walls: Rooi Stories: Raidendal Units: Elxtrieal T,iccnse No: 24 2,~ 7' comw=r Iu.e.0c.&,_A:`( J Plurnbing Licease No: /9 35 y- Mechanical Litense No: / 7 7`~ O ,j Companx ~2t,~ ~e4oc'~i~ campany: I`F1:ltti:c)- Expuation Date: Fxpirauoa Date: Fxpiratioc Date: Approvsl-Approval• Approval• (1) 7L'a eevaa•wissued ia aaaNrKe wiiE M1e proNems m 6wOb in yw+APlie•tina ••d'u sabjeci ro 1Ae Nwa M16tS~ne a(Colmado W m ds Zoe:.g RegolYiau and 11u0OiNt Coda dWhat RidK. Cdotdo amY dha+ppkabk ard~a otdK CSy. In TDisvcnrwdutl<apirciffNdic*oh.tahwuadisea~ed.ithiss61y(60)daysiromittuedakarleJOebw'Id'mgiwhoriudissuyeaEeda .e..donad fa a M+oe n(Im mya. (3) 1f iMs pcrmil cxp'.res, a n<4' pamk wr L. uquircd fa a f. af o.-half it anaum nounallj reqni~d yro.idcd oo cLang. Mv<Lxr n ~ill be made +n G~e mi~orl pWs and fpec+tK~eaw rd mY ~«~6~ndauoe.~ hu eo~ e<eded one l11 r~. ~lcMnga Iuve 6eo « if ua~pe.sw m ~Medamm~u eraed+aoe (1) ywr, fiJ fca 9~6 bepq W~ p~.w pem4 (e) f:a wak Maay mamn W+e De done ihn w~ sb..ye Me awN iMd %~c&usie{ a draiaxge piobleoo. (S) Comnaner s1.tl mp{Y die Bagdin` layecn n.aDq-tav (N) A-vs:n W"nx far atl'sapaaom W 160 mti.e Wriwea Apper.l ae inRa'dw wt 6efae mmceadinY WM sncenb.<pimes af *AjoD. . (6) TM urooce Ma 1e~a a 6e awwM MmawieEs aed rpedt.nums shatl aa h ae.ueuN m be a pmnn far. ear u qTnn•a1 af. Aa7 rA.Gan of Jnc prmis' 'IYinBmMSarryaEererd:punRYW,rukarcLdMwo. Ctuef ' y nspecto LO'd AIA •Si b00Z 6i -~dkJ LS8LS£Z£0£: XEj ~Id '8 91JINNHId DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMTT APPLICATION Date: I5 "oq Applicant: 1-\ i Ddv AnmS Phone #303 - 46~ Location of Construction: 33 /t)EZ<~c~,~2RF S%7~-~-T Purpose of Construction: Building Permit Value: Single Family X Commercia] Multi-Family DEVELOPMENT REVIEW FEES DevelopmentReviewProcessingFee: $100.00 /oo.cr~ $ (for document processing) Single Family Residence Review Fee: $50.00 S$o , o0 (for review of applicable technicai documems) CommerciallMulti-Family ReNzew Fee: •(for review of existing technical documents) 00.00 $ •(for re-6ew of technical documents for conswction in Rightof-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDO'T Access Perntit Fee: $100.00 $ (for documem appliqtion and processing) Traffic Impad Sludy Reriew Fee: 00 $ (for documem review and processing) Flood Plain Variance Review Fee: tfor document revieH' and proc:essing) Class I Appliqlion: $300.00 $ Ciass 1 Publicatioc✓Notice N/A Class II Application $750.00 $ Class II Publication/Notice $90.00 $ TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0 PLEASE NOTE THAT IN ADDITION TO TkE ABOVE FEES,'IHERE WII.L BE ADDI'I70NAL LICENSING AND pERMITTING FEES REQi7IItED FOR CONSTRUCTION OF IIvIPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant `-O" l1~lull a Date 67' / RevObro3 oF '"~T DEPARTMENT OF PUBLIC WORKS BUILD/NG PERMlT APPLICATiON REVIEW Date: 6 l/SA C,~L OR P~0 l.ocation: S335 A~~~<~cdp2RC` S~7- . Attention: Building Departmeflt i have reviewed the attached materials submined in application for approval of a S/NGG-E F.4H/Ly ~ES/D~Nlc at the abovc referenccd addrus. Plcase note the summary comments below. 1. ✓ Boundary Closure: _ OK _ Not OK; rekr lo stipulatioRC. 2. ✓ Drainage: a. Drainage plan and report neoded _ b. Drainage plan nottrceded c. L.ot drainagdgrading to be reviewed by Building Division ✓ d. Site drainagdgading provisionc have been reviewed and are: 6-oe o vzv~77D ✓ OK Na OK; refu ro supulations. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ Public Improvemenu: a. street paving ncedcd: Yes ✓ No b. curb and guttu needed: Yes ✓ No c, sidewalk needod: Yu ✓ No d. svxt lighes nxded: Yes No C. storm sewer needed: Yes ✓ No f. lener of credit required: _ Yes ✓ No If a letter of credit is requued, for what impr ovements? .✓l4- Amount of letter of aedir. N//F 5. ✓ Subdivision Agxment requ'ued: Yu _ No 6. Devdoprocnt Covcnant requ'ued: _ Yu _ No If Yes, for 7. ✓ Traffic impact analysis and repon required: Yes ~G t9o 8. V~ SLatt Highway Acctss Pemdt needed: Yu No 9. ✓ New rosdway a alley R.O.W. dedication recommended: _ Yes ✓ No If yes, what is recortunended? ]0 . ✓ All exiuing dodicated roadways/alleys meet the sundards of the Ciry: ✓ Yes _ No If no, which do nd and whal is rcquutcd: Ai 1A l l. ✓ APPROVAL: The Public Works Department has rcviewed this request and fiereby giva its approval, subject a the above and/or attached stipulatioris. Signarure David F. Brossman, P.L.S. Dare 12. NO APPROVAL: The Public Works Departuwnt has reviewed this requat azd dots not give its approval for the ieawns statod: Signature David F. Broasman, P.L.S. Date GsRAD/N!i GE.~7/F~U r70~.J LETrE.~ FiZOM t~. 13. ✓ Stiputationsatuched: ✓ Yes _ No PAe~'oi2 Ta ~ssurNCS o'r'C.O. 14. ✓ Summary Comcocnts: Mv damags • M ' i o public imorovemrnts u a result o( this conswctan is to be revairod a mxt Citr standards br Urc Permit Avoliam orior to the issuance of the Catificate of pccuwner p Draina¢e Catificauon Lena is reouired oria to the issuance of the Cutifrcate of Occuoancv. *MdjaXe flry pepm4mrt d WbYe Worka DEPARTMENT OF PUBLIC WORKS 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 (303) 235-2861 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ln~/S..~o ~ ADDRESS 53~3 Jv~cd.YrB~ Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if 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 CeRificate of Occupancy. Prior to any construction commencing, the Ciry's representative will conduct an onsite inspection to deternilne the existing condition(s) of the public improvemenu at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A21,,,rt4 A..'-""~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rcv 4103 ~oK 'Fo(L coR-NER L-oT ~ Submittal requirements: S ~ Copy of Deed ~ Address: 3 3 m c4(LLklq Zoning. F?QC3 ZC(OSS S~~ S~e: 1,)20 sq (534'1- ( Maximum Lot Coverage: Residential Worksheet (SF/Duplex) Site Plan (to scale) I?ro 3000 - G Gar. ~o~unar~' 24 Elevations E Use: RES Property in the flood plain? 140 ft. Lot Width: Vb ft. 40 % Proposed Improvements: House: 20(p1 • ` sq. ft. Addition to House: Sq. tl• *Shed: sq. ft. Detached Garage: sq. ft. ll Proposed Lot Coverage: (Total) 2L ~ % 3M4 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: S4• ft. Other: sq• ft• 20(0l • sq. ft. Required Setbacks: FR 2O S 1' S S 5 Provided Setbacks: FR Z4. 5 S 8 S ~ R k0 R Maximum Height: 3S ft. Maximum Size: Ato g 54• ft. Proposed Height: ftUA ft. Proposed Size: ZOlr1 ' b 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 famity dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In cesidential zone dishic[s, curb cuts shall be at least 10 fee[ 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 per property is permitted. *Metal sheds in excess of 120 s.f no[ allowed. Landscaoine Notes For one-and two-family dwellings, one hee for every 70 feet of sVeet frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prioc to issuance of C.O. Sheet trees required: Street trees provided: ~ ; Infonnation .ToBuild On Eng/neeAng • ConsuHing • Ttsting Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5333 Newcombe Street, Lot 10, 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 Lou 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) shouid 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 19 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 19 feet of overburden soils consisting of fill 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 SOILSBEDROCK 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. • 4765 Intlependence Street • Wheat Ridge, 00 80033 • Phone 3031424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 10, Block 3 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 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 nazrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual foorings 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 help 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 area 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 particular 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 Eachibit 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 azeas 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 potential 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 result, 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 construcrion 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. Garage floors, driveways, sidewalks, exterior porches and patios aze 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 areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 10, Block 3 Job No. 532-35 t 20 March 1, 2004 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze 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 are intended to reduce potential damage should heaving of the supporting subgrade talce 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 bearing 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 all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs shouid be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished areas, all fiuring strips, drywall and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding ship. Doorways and stairwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs supported on ezpansive 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 maintained by the homeowner for the life of the structure. 4. Exterior pario and porch slabs should be constructed in a manner such ttiat 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 patio and /or porch improvements. 5. IsolaUOn 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 around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump dischazge. If a gravity discharge is utilized as the primary discharge mechanism, if 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 10, 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 foundarion drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation dr¢in is not intended to prevent an increase in the moisture content af the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate venrilation is recommended in all crawl space azeas to help control humidity in the crawl space and living areas 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 struchxre. Our experience has shown that if the Homeowner properiy maintains the items summarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a positive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill areas. The minimum 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 foundation wall backfill and a minimum 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. Particular caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survival nexf to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 10, Block 3 Job No. 532-35120 Mazch 1, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an altemative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabric. To reduce water infiltrarion, the slopes recommended above must be maintained. The edge of decorative azeas should be constructed above the adjacent lawn or ground surface, and should not nnpede drainage with grass stops. Refer to Elchibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to foundation wa11s. 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 drains should be constructed at least 10 feet from the foundarion walls. Lawn irrigation should be lunited 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 are 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 are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the tune of construction, the type of foundation and/or basement floor system to be constructed may change. If foundarion or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a suminary of our 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 ]etter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan L,epro 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 aze risks associated with construcrion on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construc6on techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construction can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptabte slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a resuit 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 inciude 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, existing stress state, density and moisture content of materials below the slab, sweii and/or suction potentia] 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, irrigation 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 referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluation is an engineering judgxnent 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 testing to determine the measured swell percentage or swell potential of individual samples of a soil 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 Service lndustries. Inc. Paee 1 of 3 March L. 2004 In an effort to provide some uniformity in terminology and provide a relative 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 Evaluation and Residen6al Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATNE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchar e) Representative* Percent Swell (1000 sf Surchaz e L,ow 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Ve Hi ' 8 6 *NOTE: The representarive 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 performance. 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 assumption 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 azeas with expansive soils will occur over tnne regardless 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 azea 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'/< inch, a maximum 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. lnc. Paee 2 of 3, NAarch 1. 2004 Basement Floor Slab Performance lm C so :5 m d 'L 50 x -r- 40 W ~ -a 30 0 20 ° a 10 x o ~ 0 ~ ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect oprion and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of struchxrally 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 area 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 residenrial 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 years. 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 Industries. lnc. Paue 3 of? kAarch l. 2004 Partition Spike as required I 1 for stability ~ ~ l~ Molding, nail at bottom onlv void space Drilled hole ~ Concrete slab III=1I~,;,III,;,I11= Wood 2 x 4, nail to slab Infonnation VOID SPACE DETAIL FOR L/"`''~ .ToBuildOn PARTITIONS ON SLABS Englneer(ng.con:umn9.resnns EXHIBIT B Brick or siding 5' Minimum Frame wau Rock or bark area with dovnspout extended beyond edging 'ip} ?l~~ ~ ~ i " ~ ~ ' g ' ~4 , ~ , ~ ~ ~ . . ~ ~ ~ ~ - Foundation wan dging or t ailow ater from k area n minimum slope away from 10% foundation l Minimum 6 Mil Polyethylene or Geotextile Fabric sloped eway from foundation under edging to top of grass ~ Information RECOMMENDED LANDSCAPING PROCEDURES LBuildOn ltin8 • 7esting EXHIBIT C PLOT PLAN FOR ~ LOT 1 0 , BLOCK 3, CITY OF WHEAT RIDGE, COUNTY OF ADDRESS 5333 NEWCC NO0° 13"11 1 "W 1.E. 7 F-SETBACK _ I v CO I - - - P,0'70 10' U.E. LOT 10 ' l o 0 .Sf. 172 70.e'9 O ' TOG, =N7.Z M~ ~ I I I i 1.0 TO F=H7.9 o I~ O I I a 3009 ii I 8~ °v BASEMENT w ~ 44.3 I FlREPIACE O FR I M I I I II t'~ c'I 3 CAR I I ;n ti I ~ M I~ J ~ 0 a I I 6ARAGE ~1 N Cl I R~(sMt w I 28.3' I sro, cuar, s ao x ~ I in I II °°`O PORCH I ~ L - - - - _ 10' U.E. 0 ~ 43.271 NnC1° 1 3 1 1"W 66.00 44.13 NEWco.riz3t sr,2FE r GENERAL NOTES 1. THIS PLOT PLAN DOES NOT SHOW LOCATON OF VANDOW WELLS. FOR iHEIR LOCATION SEE STRUCNRAL ENGINEERED PLANS. 2. DIMENSIONS SHOKN AROUNO THE PERIMEIER OF THE STRUCNRE ARE TO THE EXTERIOR FOUNDATION CORNERS. 3. PRONOE ANO MAiNTAIN POSITVc DRAINACE AWAY FROM ALL FOUNDATION WALLS PER WARRANTY REQUIREMENiS. (0,59. MINIMUM SLOPE FOR CONCRETE PANS,) 4. THIS PLOi PLAN SHOWS PROPOSED IMPROVEMENTS ONLV. FINAL CONSiROCTION MAY VARY. 5. FOR QUESTIONS REGARDING THE FOUNDATION Dl1RING EXCAVAPON, FORM SETTING. AND HOUSE CONSTRUCiION REFER TO THE ENGINEERED FOUNOATON PLANS. INFO STAKE: MODEL 3009 RH 3 CAR ELEV. C LOT AREA (S.F.) = 7,920 HOUSE AREA (S.F.) = 2334.7 COVERAGE= 29.57 BLOG. HEIGHT= 29.2' AVG. BLDG. HEIGHT= 24.2' AVG. F.G.= 4-7,2- & APPROVED FOR STAKING I ° HOUSE AT MINIMUM SETBACK LtGtNU: LJIJUTILITY PEDESTALS p z Of CHECK FORMS BEFORE POURING 48 HOUR NOi1CE REQUIRED WATER SERVICE E=PROPERTY IINE `n 4J OO SANITARY SEWER SERVICE BOW=BACK OF WALK F Z ° 2' STAGGER REQUIRED Y X LIGHT POLE FOW=FRONT OF WALK 00 z o ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL 409 LOT COVERAGE FOR RANCHES , ~FIRE HYDRANT E=FLOW LINE -'--"-"-SETBAC K . EASEMENT CALL UTIUTY NOiIFICATION MINIMUM SETBACKS: 1"=20' (e MELODY HOMES INC. CENTER OF COLORADO 0 FRONT: 20 SCALE: 17037 SNERIDAN BLVD. 1-800-922-1987 ie ucrxo . SIDE: 7 5' REAR: ~ DATE:04-19-04 WESTMINSTER C0. 80020 c OpS34-V7OO pENVEN ~2-w~ a" µAIWA~ . 20 0' REV: PXONE: (303) 466-1831 '~"m ~ ~ a~~ . STREET SIDE: MINIMUM gy; BMA FAX: (303) ass-zsss Ml~ ~E. BETWEEN STRUCTURES:~S )MELODY HOMESINC. JOB N0: SKY3 SKYLINE ESTATES, FILING 3 , JEFFERSON , STATE OF COLORADO. T zo - z Cf) ~ ~ O d O 'Z ~ 45.1 1-] w ~ ~ > Ln ~ ) h- l DAIVLWAY I I a I° M ~ - - w Uv ZO'S6Z o\ s ~ m V~~J N Ri ~ - ~i ---'~~zovti.L So i ~ ~I I I I I I I ~ I I ~ f 00'OZL M„64,99.68 ~ = uc c r__ z ° C) L o ~ m I I € Y ~ a N 1= -I L-=- -~~-=--J~ i r-== - - ooroz 1 ~ I ~ I i ? ~y I 4 ' / V1~ i I I I g ?[I~ 1 ~l # 1L' ~ NO 3 J _ I f. I : I I I ~ @ I _ ----Jn L f N~ S. uc 03 • 3'11 ~QD '~07rL - - Y 1- - . - ~ n I j ~ 3 ~ 1 24' ' I I y ~ I Nl 1 ~ ~ I I I ~ i ~ol I a i L-_ - -=--J ~ xf' A!'u[.r A ~ n Y . . .00'OZl M. i ZanH.L ft2ta/~ISS i z ~ Y _ ~ - e uc - - ~ m ~ I I i~ ; ~ ~ ~ ~~9 I~~ z Fb p' I Q I iy ~W ~ I ~ I it I 3 ' I4 uY I~.~ m ~ •IV' ~ s uc na "tt 5'uL _ OOOZL . F i u i ; ~ i , ~i No~ i =.m m I ~ml I L__--=-_ = -__J M0 o u Y E ~ Z _.00'OZI ~ mr n.~ ut. w~ ,~0n$ I ~ v I z i I i ~ 1 : i i 'i xl u i ~ -'ar"' •r'- r r i $vr ~ ~ I " i ' N ~ I 1 P~ i O I P c 0 J r o S I I 1 IM ~i. 1 I I 4 I i I1 . ~'i j I F~ 4 3„b4,S2.68N z " ~ N ~ N INDICAT ES PLAC EMENT OF VOI D VARIES PER PORCH 8" GARAGE 8" 6X6 WELDED WIRE VARIES PER PORCH 8" 6X6 WELDED WIRE O N o0 N 16 FTG: TYPIC AL MATERI AL UNDE R GR ADE BEAM. oa UNLES S NOT cv ED 2x6 PLATE W/MIN. 8~ 4 ~ SHOP PRIMED 4" CONCRETE SLAB 2-1/2"0 ANCHOR 5~ ~~N 'N8X~3 ON GROUND. FABRIC. 4" CONCRETE SLAB FABRIC. ~ STEP BOT. OF I I ( ~ SEAL V cv OIDWITHP I ®~Y, TYP I ICAL, ~ ~ BOLTS TO BUTTRESS. BREAKOUT STEEL SHOP PRIMED oN cROUN~. FDN. 4~-O~~f. j~ ~ N W8X13 BREAKOUT STEEL ~ L r r-- N I o ~ TOP ANO BOT. ~ ~ _ - A +~wwr~~~+~i ~w ~ CONT. REINF. - R 1 t 1 1/2" CLEAR ~t ~ 3'-10"o BLOCK OUT ~ TOP OF HAUNCH TO 2-#4 X ,I ~ ~ AS SHOWN. BUTTRESS BE 8" BELOW TOP FOR BEAM. ~~_g~ OF WALL. (1 EACH FACE) e o TURN SLAB EDGE 2-#4 ~ I DOWN TO HAUNCH SEE SECTION 1 ON SHEET S-2 ~ ~ AS REQUIRED. FOR VERTICAL AND HORIZONTAL WALL REINFORCING, IF REQUIRED. ~ ~ o i i #4 X ~ N DOWELS ~ 8" O.C. i~ 7p" ALTERNATE DIRECTION OF LEG IN FOOTING. 2-#4 (SIZE VARIES 1 1/2" CLEAR PER PORCH) 0 0 W 2_#4 X AS SHOWN. CONCRETE q'_4' SLAB. ~r I-- ~ ~ (t EACH FACE) ~ w ~ ~ iii iii TT=~ POLYETHYLENE ~ ~ 1 SEE SECTION 1 ~ ~ FOR DETAILS. M VOID BEYOND, SEE SEE U~ ~ °o c E-- ~ r PLAN FOR LOCATION. PLAN Tj i ~ o ~ cn ~d 1. 1. F ~ c~ w C T 1 O N 11 3i8~~ _ ~~-o~~ S~ C T T O N 9 HAUNCH AT END OF PORCH. ti iLr t if ~i ~ o~> C~~ BUTTRESS CONSTRUCTION ~ ~i i 1t ~.r- _r T ~ ! 59' 1' 0" 6'-8" 2'-4" 3'-$" 7'-1 1/2° 5~_0~, 2~_~~~ ~ r f k i n 0 i 2 1 v~ o - - r ti a r N I ~ d- I ~ STEP BOT. OF r~ l ~ FDN. 4'-0"f. in f P T I O N A L I INDICATES PLATE STOOP LOCATION. TYPICAL. r N 3'-6" X 3'-6") N N ONCR~TE T F3 ~'..~-T ~ ~r~viv~,i i r i o PT. STOOP o i v ~ r IrL.1a.! I V V f Lf.! w II I i iu-iu i/~ 7'-9 1/2" I I NLY. 4-2X4 POST BASEMEN A w ~ t~ 1 T PAD 3'_p" t.l_.! r-~ ~ ~ ~Ll'd-1 ~ - i~ ~ ~ 24' X 24" X 10" THICK 20" FTG. r. O CJ ~ ~ ~ --I STEP TOP OF i W/3-#5 EA. WAY BOT. _ _ ~ ~ ~ ~ d mom ~ ~ ~ ^ ~ ~ - - M ~!i ~ 3-2X4 POS ~ o N ~ ~ ~ PAD ~ ~ SIM. ~ ~ ~ - - - - 30" X 30' X 10" THICK W/3-#5 EA. WAY BOT. ~ ~ (t ~ ~ ~ ~ ~ ~ W8X10 NOTCH FDN. MAX. FOR N LL1 LEI ~ DOOR & MAINTAIN 24" MIN. ( - - - - --1 8'-11" 13'-5 1/2" 14'-6° 8" 3'-7" 2'-0" 4'-0" 5'-8 1 /2" 8'-9 1 ~2„ ~ - - i~ o ~ ~ ~ ~ BTWN. ROWS OF REINF. ~ (AT OPTIONAL DOOR QNLY). I ( ~ ~ ;n ~ ~ ,I ~ STANDARD FRAMES BEAM ~ ~ ~ ~ ~ ~o ~ ~ CONNECTION OR 'F~~ELDED ~ EQUIVALENT. ~ ~ { - d- ■ r 0 ~a.~' waxy a coNT. i ~ 3"~ SCHEDULE 40 N °D ADJUSTABLE STEEL 3" EXTEND REINF. TO s PIPE COLUMN. END OF WALL. TYP. _ 1 l' f _ L~Ti V ■ J ~ - z GAf?AGE ~ - - ~ ¢ ~ 1_~~6_~~' FTG-TYPICAL ~ 4 CONC. SL~,B ON GROUND ~ ~ ( f UNLESS NOTED ~ I N N s 4 30" FTG. STANDARD FRAMED BEAM 3"b SCHEDULE 40 INDICATES PLACEMENT OF VOID CONNECTION OR WELDED ADJUSTABLE STEEL o MATERIAL UNDER GRADE BEAM. EQUIVALENT. PIPE COLUMN. ~ ~ SEAL VOID WITH POLY. TYPICAL ..-~-C. ~ ~ z W12X26 a r ~ 't J NOTCH FDN. 12" MAX. FOR 5 3"~ SCHEDULE 40 N o DOOR & MAINTAIN 16" MIN. ADJUSTABLE STEEL ~ I ~ BTWN. ROWS OF REINF. PIPE COLUMN. f s i~ o it ~ `r NOTCH FDN. 12" MAX. FOP STEP BOT. OF ~ DOOR & MAINTAIN 16" MIP#. FDN. 4'-0"f. . M BTWN. ROWS OF REINF. ~ L r N ~ s , MOVE ANCHOR BOLTS AND PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK i i RETURN. ELEVS. B & C ONLY. i y~, _ ~ f •7. ~r~~,:~~ I t ' F~ s F,' t 1' 0' 6'-8" 2'-4" 2'-4" 1''-4 1/2>' ~..ti~ ~ 9'-4" 1'-11" 16"-3" 1' 11" i ~ ~ L 11 10'-0" 19'-8 1/2" 4 1/2 " I . rvvivuHiivIv V~/HLLJ lu tit u IHI(;K UNLESS NOTED OTHERWISE. 1/2° 27'_11~~ 2. PROVIDE A VOID SPACE ABOVE OR BELOW PARTITIONS OVER SLAB ON 2'-4" 17'-4 1/2 L L 1 1\1 U GROUND. DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERTICAL 4 1/2 " MOVEMENT AT TOP OR BOTTOM; COVER WITH MOULDING. SEE DETAIL 1. ~ '-i i it 16'-3" SHEE". 4th CAIN G ARAGE OPTION 1/4" = 11'011 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 19P_8 1/2" 3" 1' 11" 9'-8 1/4)t 5 '-10 1/2 " 9'-8 1 /4» a 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE ARCH. PLANS FOR DETAILS. LB. FELT WHERE THEY PASS THRU SLAB. 1 /2 4 1/2 P) -7 .4 1 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. TY FIE B NARROW 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN ON DETAIL 2. 1. SEE ARCH. PLANS FOR DETAILS. 2. SEE SHEET S-2 FOR SECTIONS, DETAILS L I 1 1 2X PLATE ON TOP OF BEAM. r DOUBLE 2X PLATE. SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. rNALL. ~ ~i I CONTINUOUS. BEAM P s - DOUBLE PLATE AN BEAM POCKET CONSTRU is ~ ~ AS SHOtNN. r-- BRACE WALLS BEFORE BACKFILLING. - t E ~ ~ s { 1 'i ~ ! ~ - - j - - S PL N 0 ~ - - r 9 i i ANGLE EXPANSION JOINT. F~ 4" CONC. SLAB ON UNDISTURBED r { SOIL OR COMPACTED FILL. - z SCORE JOINTS IN SLAB AT } e • ~ ~r~ MAX. 200 SQ. FT. AREAS. ~ ~ ~-I I I~ ~ ~ z fl w r ,e- ~ J I J ~ ~ p ~ C~ ~ k J Q. - _ i 2 vii z _ F ~ ~ ~ ~ ~-III e-~ ~ ~ ~ _m PROVIDE #4 X 1'-6" DOWELS ~ ii w 7 3. } ~ 2'-0" O.C. MAX. (MIN. 2 - ~ 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN PLAN OR STRUCTURAL FILL. ;1 i S . ~ A 1 r SEE SOIL REPORT. I ~,L w , ~ CTI O N ~ 1/2~~ _ ~~_o~~ ~ CTI O N 2 REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. et . la"I i 2-#4 TOP & BOT. ~utr~n tiviv rrr1~~.,. ROW OF F,~I N F. REI N F. LL.1 CONTINUOUS. N ~ w z O EMBED 2X8 OR 2X10 CONTINUOUS BEAM PO - - LEDGER W/2 ROWS OF 20d FORMING -'~=~1 FLOOR FR ~ - ~ ~_I ~ I ~/2 NAILS C~ 12" O.C. (1TOP & 1 BOT.) :AM POCKET ~ O~ O ~ STEEL PIPE COLUMN, SEE PLAN. > ~ ~S .~t OOR FRAMING NOT SHOWN. i i PROVIDE BASE PLATE 1/2° X 4" X 6" 2~- 4 F UI~ HEIGI C.S~ ~ ~ HEIGHT ~ ~ ~ N SIMPSON 0210 HANGER PLYWOOD BEAR BASE PLATE DIRECTLY ON BEAM. ~ YWOOD SUBF~OOR ii SIMPSON 0210 HANGER o 0 OF FD N. LL. BEND 1 - O VET ALL. ~ ~ OVER ~ ~ M 3/4" T & G SUBFLOOR FLOOR FRAMING w ~ TOP OF "~~1D W OW. ii FLUSH WOOD BEAM ~ t A Pi P^~ !'1 f"t P'v a ara e n ~1- .fir - - - - - - - - - - - _ - ~ - - ~ ~ ~ ~ o S. ~ ~ W~ J.-__ <C N N 2X10 FLOOR JOIST, FLUSH GL SEE PLAN 1 n R . 1 1 y J - . - - GRADE A GRADE AT AIR SPACE - Y ~ ~ ~ i ti a f - G~- '=1 I I- I- =1 I T III- I - I ~ POLY. SEE SEE SECTION 1 4" VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SECTI PLAN PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4'~ VOID BEYONC~, SEE PLAN BEAR ON OR STRUCTURAL FILL. PLAN FOR LOCATION. OR STRUC SEE SOIL REPORT. SEE S01~ C ~ 1 ~ I ~1 ~ 1/2~~ _ ~~_p~~ C ~ ~ o I V ~ 1/2" 1 7 ii i 1 BEAM TO WALL CONNECTIQN t' i S GARAGE OR CRAWL ~ .i i r i sir 1 ~ t ' TOP ROW OF REINFORCING. t , i MAKE TOP BARS CONTINUOUS - WITH TOP BARS IN BASEMENT 1 i 2'-6" MIN. WALL. - a r STOOP SLAB. 1 ` WALL i t 1 f BOTTOM ROW OF r. ~ REINF. EXTEND INT BASEMENT WALL 0 Sa Y `V HAUNCH i s INDICATES PLACEMENT OF VOID 1 MATERIAL UNDER GRADE BEAM.-- SEAL VOID WITN POLYETHYLENE. r i _ 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. o v J''~ ~~y s• ~6+. i 1 t (1 EACN FACE) r I ~ i ~ w w ~ .tea i ~ T Y b T r^ I C ~1 f I I~ `Y C zs - - ~vivv~ i lulu vvH~.L ~~C11V1-'Vl~(.,1lvC~ I~ SEE PLAN ( INTO WALL 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. Jt1tt I NU. A U IN U H L) L: I A i L 1/211 11-011 AT BOTTOM S" 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATIO TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. ALTERNATE BOAT ON HAUNCH BY OTHERS. CRAWL SPACE_ AVATION FORCING DETAIL 1/4" .ES ARE COMMON STEPS. OF 2