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HomeMy WebLinkAbout3880 Garland StreetMarch 4, 2021 Astra v.1.34 CAT 1 Subject : Structural Certification for Proposed Residential Solar Installation Job Number: 501 R-880ECKE; Rev A Client: Michael Eckenwiler Address: 3880 Garland St, Wheat Ridge, CO, 80033 Attn: To Whom It May Concern � PDO LIEF MasSaGSF 47 5 i s�oNALEN Digitally Signed on: 3/4/2021 Afield observation of the existing structure at the address indicated above was performed by a site survey team from Sunrun. Structural evaluation of the loading was based on the site observations and the design criteria listed below. Design Criteria: • 2018 IRC/IBC/I EBC, ASCE 7-16 & 2018 NDS • Basic Wind Speed V = 107 mph, Exposure C • Ground Snow Load = 30 psf Based on this evaluation, I certify that the alteration to the existing structure by the installation of the PV system meets the requirements of the applicable existing building and/or new building code provisions referenced above. Additionally, I certify that the PV module assembly including all attachments supporting it have been reviewed to be in accordance with the manufacturer's specifications. Results Summary (Hardware Check Includes Uplift Check on Attachments/Fastener, Structure Check Considers Main Structure) Orientation Attachment Spacing/Cantilever Configuration Governing DCR Result AR -01 Landscape Portrait 64/25 48/20 Staggered Staggered 47% 52% Pass Pass Roofing Material Pitch Structure Check Comp Shingle 180 Pass Orientation Attachment Spacing/Cantilever Configuration Governing DCR Result AR -02 Landscape Portrait 64/25 48/20 Staggered Staggered 47% 52% Pass Pass Roofing Material Pitch Structure Check Comp Shingle 180 Pass Orientation Attachment Spacing/Cantilever Configuration Governing DCR Result AR -03 Landscape Portrait 64/25 48/20 Staggered Staggered 47% 52% Pass Pass Roofing Material Pitch Structure Check Comp Shingle 180 Pass 225 Bush St. Suite 1400 San Francisco, CA 94104 1 P (949)383-0993 REE TWINPEAK 2 MONO SERIES 16]5135 [65.9410.17 � x]811.1] � 916 f95s1 M 3635 DSA51 a a � 6 ❑ Temperature coefficient of PM,,: 10-W 1191 + 1011-10-W Temperature coefficient ofVa: -0.28%/'C a 0.04%)-C Backsheet: Highly resistant polyester Sf ■ Frame: Anodized aluminum Junction box: 3-partwith 3 bypassdiodes, IP67rated 31.7 12 AW G (4 m m3) PV wire, 39"+47"(1.0 In +1.2m) „1az StSubli MC4 PV-KBT4/PV-KST4, Nominal Power Current -IMm(A) 20510.5 7.41 = 10.7810901 MeaurmmtsNmmNl 1300[411 - a � 6 EFFICIENCY YEAR PRODUCT WARRANTY r YEAR LINEAR POWER OUTPUT WARRANTY Nominal Module Operating Temperature: �4snsl Temperature coefficient of PM,,: -0.37%/'C Temperature coefficient ofVa: -0.28%/'C � 0.04%)-C Backsheet: Highly resistant polyester Nominal PowerVoltage-VNmIV) polyolefin construction Frame: Anodized aluminum Junction box: 3-partwith 3 bypassdiodes, IP67rated 31.7 12 AW G (4 m m3) PV wire, 39"+47"(1.0 In +1.2m) Connectors: StSubli MC4 PV-KBT4/PV-KST4, Nominal Power Current -IMm(A) 12 AWG (4 mm3) 7.41 3a LI 7.56 MeaurmmtsNmmNl 7.70 Design load (+):snow I 3600 Pa(75.2lbs/ft3)+ OpenCircuitVoltage-V,M -729 35.6 -734 36.1 36.4 Nominal Power- PM,(Wp) 300 305 310 315 320 325 330 WattClass5orting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 Nominal PowerVoltage-VMmIV) 33.0 33.3 33.5 33.7 33.9 34.0 34.3 Nominal Power Current -IMm(A) 9.11 9.17 9.26 9.36 9.45 9.56 9.62 OpenCircuitValtage-V,(V) 38.3 38.8 39.1 39.6 40.0 40.3 40.8 --- --------------- ShortCircuitCurrent-Isc(A) 10.01 10.04 --------------------- 10.07 10.10 ----------------------- 10.13 10.15 10.19 Panel Efficiency(%) 18.0 18.3 18.6 18.9 19.2 19.5 19.8 Values at standard test conditions (5TC: air mass AM 1.5, wradiance1000 W/m3,temperature 25'q.based on a production spread with a tolerarueofV &Ix i3%wlthlnone waft class, At a law kradianreof200W/m'a[ least 95%aftheSTC module efficiency will beadileved. 'where xxx ingcates the nominal power class (P,,1 at STC indicated above. EFFICIENCY YEAR PRODUCT WARRANTY r YEAR LINEAR POWER OUTPUT WARRANTY Nominal Module Operating Temperature: 44.6'C (12,q Temperature coefficient of PM,,: -0.37%/'C Temperature coefficient ofVa: -0.28%/'C Temperature coefficient of Isc: 0.04%)-C Cells: 120 half -cut mono -Si p -type PERC cells 227______ 6 strings of 20 cells in series Glass: 0.13"(3.2 mm) solar glass with 242______246 anti -reflective surface treatment Backsheet: Highly resistant polyester Nominal PowerVoltage-VNmIV) polyolefin construction Frame: Anodized aluminum Junction box: 3-partwith 3 bypassdiodes, IP67rated 31.7 12 AW G (4 m m3) PV wire, 39"+47"(1.0 In +1.2m) Connectors: StSubli MC4 PV-KBT4/PV-KST4, Nominal Power Current -IMm(A) 12 AWG (4 mm3) Nominal Power-PMm(Wp) 224 227______ 231______235 239 242______246 Operational temperature: -40...+185'1(-40-+85'C) Nominal PowerVoltage-VNmIV) 30.7 31.0 31.2 31.4 31.6 31.7 31.9 Maximum system voltage: 1000V Nominal Power Current -IMm(A) 7.41 7.56 7.65 7.70 Design load (+):snow I 3600 Pa(75.2lbs/ft3)+ OpenCircuitVoltage-V,M -729 35.6 -734 36.1 36.4 -749 36.8 37.2 37.5 38.0 Maximum test load(+): 540OPa(112.8lbs/ft)" Short Circuit Current -Isc(A) 8.01 8.03 8.06 8.08 8.10 8.12 8.15 Design load( -):wind 1600 Pa(33AIbs/ft3)+ Nominxlmoduleoperatingtemperature(NMOT: air mass AM1.5,Imadlance800W/m', temp erature 20°C,wlndspeedl m/sj. Maximum test load(-): 2400 Pa (50 lbs/ft3)" WYhere. indicatestherominal powerclassFunjat5TC indicated abow. Max series fuse rating: 20A Max reverse current: 20A +Calculated usinga safety factor oflS 'See installation manual for mounting instructions C/ ❑ D l/,� 20 year productwarranty Dimensions: 65.9 x 39.25 x1.5(1675 x 997 x 38 mm) C25 year linear power output warranty Area: 1798ft3(1.67m3) UL Max. performance degresslon of 0.7%p.a.from 975% in yearl IEC62BO4(Pclassification:(Ammo Type 2; IEC Resistanc6105, IEC e), See warranty conditions for further details.IEc6Weight: 40.81bs(18.5 kg) IEC 62804(PIOj, IEC 62715 (Ammonia Resistance), 15090a1(Sah5,1501vd61 1so90m:zms.Isola0m:z0Da.otlsasleOm:zOm Notal Specifications su6jectto change without notice. M] of L3019 TOP PERFORMER 0rr1a9, EES�O0 ` �Ir-IG.L DN - PV MODULE RELIABILITY SCORECARD Founded In Norway In 1996, REC Is a leading vertically Integrated solar energy company. Through integrated manufacturing from silicon to wafers, cells,high-quality panels and extending to solar solutions, REC provides the ��� world with a relic le source ofclean energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a _ Bluestar Elkem company with headquarters in Norway and operational headquarters in Singapore. REC employs around 2,000 people worldwide, producingl.5 GW of solar panels annually. www.recgroup.com Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters cay of To learn more about Enphase offerings, visit enphase.com The high-powered smart grid -ready Enphase IQ 7 MicroW and Enphase IQ 7+ MicrOTM dramatically simplify the installation process while achieving the highest system efficiency. Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase Enlighten TI monitoring and analysis software. 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, lightertwo-wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable • Optimized for high powered 60 -cell and 72 -cell* modules • More than a million hours of testing • Class II 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 grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) * The IQ 7+ Micro is required to support 72 -cell modules. n ENPHASE• Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA Module compatibility Maximum input DC voltage Peak power tracking voltage Operating range Min/Max start voltage Max DC short circuit current (module Ise) Overvoltage class DC port DC port backfeed current PV array configuration Peak output power Maximum continuous output power Nominal (LL)voltage/range' Maximum continuous output current Nominal frequency Extended frequency range AC short circuit fault current over 3 cycles Maximum units per 20 A (LL)branch circuit' Overvoltage class AC port AC port backfeed current IQ7-60-2-US IQ7PLUS-72-2-US 235 W-350 W+ 235 W-440 W+ 60 -cell PV modules only 48V 27V -37V 16V -48V 22V/48V 15A 0A 60 -cell and 72 -cell PV modules 60V 27V -45V 16V -60V 22V/60V 15A 0A 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit 240 VA 1.0 0.85 leading... 290 VA 1.0 0.85 leading... 240 V / 208 V / 240 V / 208 V/ 211-264 V 183-229V 211-264 V 183-229 V 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) 60 Hz 60 Hz - 47 - 68 Hz 47 - 68 Hz 5.8 Arms 5.8 Arms L 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) 0A 0A Power factor setting Power factor (adjustable) 1.0 0.85 leading... 0.85 lagging 1.0 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency CEC weighted efficiency 97.6% 97.0% 97.6% 97.0% 97.5% 97.0% 97.3% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connectortype (IQ7-60-2-US & IQ7PLUS-72-2-US) Dimensions (WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure -40°C to +65°C 4% to 100% (condensing) MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter) 212 mm x 175 mm x 30.2 mm (without bracket) 1.08 kg (2.38 lbs) Natural convection - No fans Yes PD3 Class II 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. Both options require installation of an Enphase IQ 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 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. See the compatibility calculator at httos'//enphase com/en-us/support/module-compatibility. 2. Nominal voltage range can be extended beyond nominal if required bythe utility 3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com ® 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc. 2019-326 Data Sheet Enphase Networking Enphase IQ Combiner 3C (X-IQ-AM1-240-3C) U� LISTED o learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3CTM with Enphase IQ EnvoyTM and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed ENPHASE. Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 _ Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS 80A of distributed generation / 90A with IQ Envoy breaker included Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton SR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A ' Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMAtype 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV product Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com OO 2019 Enphase Energy- All rights reserved- AI I trademarks or brands in this document are registered by their respective owner 2019-05-31 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PA6Ep DESCRIPTION • SYSTEM SIZE Bfi4PNAC MALLWORK COMPLY WITH IDT8 IRCCBCCEBC AND ALL POLAR MODULES PV-10 COVERCHEET RECD OLA • MOERTER (3fi)RECCOLAR.NEC31 MODULES ACTURES ALLATONINSRUCTIONLC00E MANUFACTURERS INSTALLATION CE CEFVICEEMRANCE PV-20 CITE PLAN ME •BACKINERB.(3NIFFACA CEENEROYERS60 SYSTEM COMPLWITIO PHOTOVOLTAICCYCTEM WILLCOMPLY WITHNEC20ID. WILL AL SUC T RACKING'. RLE CPEEOCEAL PVdO LAYOVT TRACKON COMP, SEE OETAILCNF-OG0043fi OMPNSEE D TAI D&0 433 BELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NECID]ll. MP MAINPANEL PV3.1 MOVMINO DETAIL G TAIC IS NO ARE SOLIDLY TORS690 INTHCYCTEM SYSTEM COM OROVNOEOINTHE INVERTER CYCTEM COMPLIES WITH 690 35 GROUNDED S WITH 35 CP CV&PANEL HE MOUNT CNR MOUNT BCIVRT P4A0 ELECTRICAL PV50 CIONAOE •MODVLEC CONFORM TO AND ARE UBrEO UNDER UL 17• 03 LC PV LOAD CENTER ® CHIMNEY INVERTER CONFORMS TO AND IS LISTED UNDER ITT f141. • BACKING CONFORMS TO AND IS LISTED UNDER UL 2703 CM FULCRUM METER ALTO VENT • CNAPNRACK RACKING SYSTEM C, IN COM CINATI ON WITH TYPE I, OR TYPE II 0 FLUSH ATTIC VENT M ODULES, ARE CLASS A F IRE RATED. PM DEDICATED PV M STEP o PVC PIPE VENT CRAPID SHUTDOWN NEE RCAND ALL ITHINREMENTAMETWHENIER CONDUCTORS ARE WITHIN ARRAY CO VNCARIEC PER NEC 690 12(l) INV INVERTER(H) METAL PI BE VENT * CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 69031(0). ea T-VENT AC AC DICCONNECT(H) (� 0 CATEWTE DISH ARRAY DC CONDVCTORCARE SIZED FORDERATED CURRENT y- * 101 AM PC NO RULE SHORT Cl PONT CURRENT 0 DC DISCONNECTS) FIRE SETBACKS * 1578AMPS DERATED SHORT CIRCUIT CURRENT [6908 (a) & 690 8 (Q] * PV INSTALLATION COMPLIES WITHTHE NEC 2020 ARTICLE 69012FBI CB IO COMBINER BOX CARDSCAPE CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION r� INTERIOR EQUIPMENT —PL— PROPERTY LINE LJ SHOWN AS DASHED SCALE MC Approval Notes I sunruA A AMPERE 1) AN array ry5t2mto have grounding system installed per Part III of AC ALTERNATING CURRENT ANNE 250 per 2020 NEC ANNE 690 47E) 2) If LIFER ground In not available provide 0rvedfy Supplemental AFD ARC FAULT CIRCUIT INTERRUPTER AIM AZIMUTH VICINITY MHP ground rods per 2020 NECAM1ICe 250 53E)(3) COMP COMPOSITION ECN1080, ME%600088 3)Cold&Poi Natural Gas bonding par 2020 NECArtgo, 25010RA)(13) DC DIRECT CURRENT (E) EXISTING ooa� " - � a F713 CODY ECC ENERGY STORAGE SYSTEM e CUA EXT EXTERIOR CUSTOMER �- IM INTERIOR MAO MAGNETIC MIKE ECRECIEENCE MIKE ECKE@NBYA MCP MAIN SERVICE PANEL 3880 Nra033 WHEAT CU NEW RIDGE O RIDGE CO, 80033HIPLING -W44 MS/1YOC YY 3PREFAB C MC NOT TO SCALE CENTER ( ) PREFABICON PREFABRICATEDPCF POVNDC PER CQINRE F00T 003 WaL r APPROVED PV PHOTOVOLTAICPeroaeeBEDaBER Ridg6CC Ndg ca eaoaa U RCD RAPID SHUTDOWN DEVICE 'BEL AIME BANTHS �LSuL=VUanea STRUCTURALONLY TL TRANSFORMERLECC DESIGNER (415)58H6920ex3 rmvu FLY, TYPICAL v� _ n gels Signed mmvn V VOLTS CALLUMMCCANCE - w..o � a Ali Ridga PIOn9n9 W WATTS CHEET Plans Examiner t%R REV NAME DATE COMMENTS COVER SHEET ed n,a,,.,nw�.�mae.,..w....w-vx�m..�. OI n9 r REV.A 01-012021 '__ill Fwu e..yx.wmna>ggrnxnrw. rnp. PAGE "„u pv.mnp ^9^e°w.uM1gwosc uen+a.�4xYxmap Bternang)A& oa. e•.n ywan.wrM..wa PV-1.0 SITE PLAN - SCALE = 1116" = 1'-0" ROOF PATHWAYS (3' TYP) PL PL PL <'e ° (N) ARRAY AR -03 .4 e° d. e `d a. a 4 a d. d: a ° e e°d. m Digitally Signed: 03/04/21 NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE PL (E) GATE PL (E) DETACHED STRUCTURE (E) FENCE FIRE SETBACKS (E) GATE (18" TYP) PL PL (N) ARRAY AR -02 PL A PL v (E) RESIDENCE v O8M PP i ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max Span OC Spacing Detail Max Landscape OC Spacing Max Landscape Overhang Max Portrait OC Spacing Max Portrait Overhang Configuration MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF AR -01 COMP SHINGLE -RLU 1 -Story 2X4 PRE -FABRICATED TRUSSES 5'- 8" 16" RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR -DC -00436 5' - 4" 2' - 1" 4' - 0" 1' - 8" STAGGERED WIND SPEED: 107 MPH 3 -SEC GUST. S.S. LAG SCREWS: AR -02 COMP SHINGLE - RLU 1 -Story 2X4 PRE -FABRICATED TRUSSES 5'- 8" 16" RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR -DC -00436 5' - 4" 2' - 1" 4' - 0" 1' - 8" STAGGERED 5/16": 2.5" MIN EMBEDMENT STRUCTURAL NOTES: AR -03 COMP SHINGLE - RLU 1 -Story 2X4 PRE -FABRICATED TRUSSES 4'- 11" 16" RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR -DC -00436 5' - 4" 2' - 1" 4' - 0" 1' - 8" STAGGERED • INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY D1 - AR -01 - SCALE: 1/8" = V-0" PITCH: 18° AZIM: 90° -3'- 16'-7" ❑ ❑ 10'-1" 33'-3" ❑ ❑ _ 1' E. F ANY DIS R. DISCREPANCIES DISCREPANCIES BEFORE PROCEEDING. • IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" --- BOUNDARY REGION OF ANY - 5'-4" TYP. - O ROOF PLANE EDGES ❑ ❑ ❑ 21-1" (EXCEPT VALLEYS), THEN 5'-4" TYP. - 31-311 ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS o FOLLOWS: •• ALLOWABLE ATTACHMENT g _411 SPACING INDICATED ON PLANS TO BE REDUCED BY 50% 3' •• ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE D2 - AR -02 - SCALE: 1/8" = V-0" 11- y 20'-3" ATTACHMENT SPACING 16'-7" PITCH: 18° 1'-6" 1 6" INDICATED ON PLANS AZIM: 270° - 5'4" TYP. - 711 sunrun 13'-3" EC #7080, ME #600088 PHONE 805 540 7631AOA, C080002 FAX 0 5'I5" 25'-9" ��pDO 0�F� VO �, •' Mosso s�O age G CUSTOMER RESIDENCE: MIKE ECKENWILER 3880 GARLAND ST, WHEAT RIDGE, CO, 80033 D3 - AR -03 - SCALE: 1/8" = V-0" 47 5 EL. (303) 358-8558 PITCH: 18°'a AZIM: 270° 1' 6" ' ' 2 �r ., FSS/ONAUE� PN #: APN: 23335 - 5'-4"TYP. - PROJECT 0ECKEER: 9'-11" city of Digitally Signed: 03/0421 DESIGNER: (415)580-6920 ex3 CALLUM MCCANCE a SHEET / IN LAYOUT 4'-10" REV: A 01-03-2021 PAGE PV -3.0 SEE SITE PLAN FOR NORTH ARROW. SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION ROOF MOUNTING 0 5/16" S.S. LAG SCRE1 EMBED 0 5/16" LAG SCREW 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL FOAM GASKET 0 5/16" S.S. LAG SCREW 2-1/2" MINIMUM EMBEDMENT ROOF RAFTER(TYP.) ROOF ATTACHMENTS SHALL BE EMBEDDED INTO ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS PILOT HOLE CENTER OF COURSE ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL (TYP.) ((((���� Sunrun South LLC DESIGNER: D.RYAN snaL rack- '"°"EPP'E®°®° FAXA5)®O6� °� DRAFTER B.PETERSON Solar Mounting SolutionsRTAII AN' WRITTEN CONSENT OF SUNRUN SOUTH LFC ""°°"" APPROVED BY: W.ARBUCKLE REVISION: 1 11/11/2019 NEW DETAIL BDP 2 7!7/2020 N000109 DR EAL TRACK IT =S SPEEDSEALTRACK SHOULD BE INSTALLED PARALLEL TO RAFTER TRACK 2-1/2" MIN. EMBEDMENT - INTO RAFTER OR STRUCTURAL MEMBER COMPLETED INSTALLATION SECTION VIEW ROOFING MATERIAL COMPLETED INSTALLATION Digitally Signed: 03/0421 DECKING SCALE: NTS PART NUMBER: I DESCRIPTION: SNR -DC -00436 RL UNIVERSAL, ATTACHMENT DETAIL, MOUNT DATE: 7/7/2020 SPEEDSEAL TRACK ON COMP REV: sunrun EC #7080, ME #600088 5525 w 56TH AVE, ARVADA, C080002 PHONE 865 546 7631 FAX 6 CUSTOMER RESIDENCE: MIKE ECKENWILER 3880 GARLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 358-8558 APN #: APN: 23335 PROJECT NUMBER: 501 R-880ECKE DESIGNER: (415) 580-6920 ex3 CALLUM MCCANCE SHEET MOUNTING DETAIL REV: A 01-03-2021 PAGE PV -3.1 120/240 VAC SINGLE PHASE SERVICE CONDUIT SCHEDULE M O METER #: XCEL D2145306 CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER CABLE BRANCH (N) 125A ENPHASE IQ 2 3/4" EMT OR EQUIV. UTILITY NONE (1) 8 AWG THHN/THWN-2 AC COMBINER BOX EGC/GEC 3 GRID (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 WITH INTEGRATED EGC/GEC SUPPLY SIDE TAP 10A ENVOY BREAKER 3CX-IQ-AM1-240-3C (36) REC SOLAR: REC315TP2M MODULES AND MICRO -INVERTER PAIRS EXISTING 150A (N) LOCKABLE (36) ENPHASE ENERGY: C� MAIN BREAKER BLADE TYPE ^ IQ7-60-2-US T FUSED AC (N) DEDICATED DISCONNECT PV KWH METER �\ JUNCTION BOX —„ 1 BRANCH OF (9) 3 3 2 OR EQUIVALENT 1 EXISTING MICRO -INVERTERS [A] 150A q (1) BRANCH OF (10) MAIN o� IVI ~ MICRO -INVERTERS [B] FACILITY PANELGROUmD (1)BRANCH INVERTERS LOADS 50A FUSES [C] ry _ cRou SQUARED 240V METER SOCKET 20A BREAKER [A] (1) BRANCH OF (11) D222NRB 200A CONTINUOUS 20A BREAKER [B] MICRO -INVERTERS [D] 3R, 60A WITH LEVER BYPASS 20A BREAKER [C] 120/240VAC [MAX 10' FROM 20A BREAKER [D] UTILITY METER] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER CABLE BRANCH 2 3/4" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH EGC/GEC 3 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS REC SOLAR: REC315TP2M: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 315W 39.6 V 2) If UFER ground in not available provide or verify supplemental 33.7 V ground rods per 2020 NEC Article 250.53(A)(3). 10.1 A 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) Domingo Digitallysigned by Domingo A Villaruel:A01410 Villamel:A01410D00000 D00000177F3BC 177F3BC588G1001626D Date: 2021.03.04 588C0001626D 15:44:12 -08-00- A. �0� :o PE.0049906 m ,; �' 0 FFss70 N Al EXPIRES: 10/31/2021 I &WARNING 1 ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2020: 690.13(B), NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): NEC 2020: 690.56(c)(2), NEC 2017: 690.56(C)(3), NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1, IFC 2018: 1204.5.3 &WARNING POWERSOURCE OUTPUTCONNEGnON DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER AND ESS OCPD (IF APPLICABLE). PER CODE(S): NEC 2020: 705.12(B)(3)(2), NEC 2017: 705.12(B)(2)(3)(b), NEC 2017: 705.12(B)(3), NEC 2014: 705.12(B)(3), NEC 2011: 705.12(D)(7) LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2020: 690.54, NEC 2017: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 3" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2020: 690.56(C), NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. Domingo A Digitally signed by Villaruel:A01410 DomingoA Villa ruel:A01410D000001 D00000177F3BC 77F3BC588Co001626D Date: 2021.03.04 15:43:49 588C0001626D -o8-oo- CAUTION: MULTIPLE SOURCES OF POWER SOLAR PANELS AND MICROINVERTERS ON ROOF PV PRODUCTION METER IQ COMBINER BOX = MME -m FUSED AC DISCONNECT SERVICE ENTRANCE LTAE0 W.rkFBI w BREAKER DISCONNECT 3880 GARLAND ST, WHEAT RIDGE, CO, 80033 PER CODE(S): NEC 2020 and NEC 2017: 705.10 + 710.10 NDO LICFA. N � �C9 l� :o PE.0049906 m: �PD�cc' • . . •'.��`t s�0 N Al EXPIRES: 10/31/2021 From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Thursday, March 4, 20218:50:19 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 3880 Garland St Property Owner Name Mike Eckenwiler Property Owner Phone 303-358-8558 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email m_eckenwiler@hotmail.com Address Attach City of Wheat Electronic Payment 3880 Garland St Eckenwiler. Mike Rev Ridge Electronic A. Af Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Sunrun Name Wheat Ridge 070159 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-537-0235 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email thomas.brook@sunrun.com Address Retype Contractor thomas.brook@sunrun.com Email Address DESCRIPTION OF WORK Scope of Work Roof mount, flush mount, grid -tied 11.34 MN solar PV KW 11.34 # of Panels 36 Location of Panels roof Structural required No Upload engineer letter PE Letter and Specifications 3880 Garland St Eckenwiler. or pages on 8 1/2" x Mike RevA.pdf 11" only Solar Installation Plan PV Plans 3880 Garland St Eckenwiler. Mike Rev A.Ddf Set on 11'x17" only. Project Value (contract 21546 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Thomas M. Brook Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202100431 PERMIT NO: 202100431 ISSUED: 03/30/2021 JOB ADDRESS: 3880 Garland St EXPIRES: 03/30/2022 JOB DESCRIPTION: Roof mount, flush mount, grid -tied 11.34 kW solar PV, 36 panels on roof, no structural required *** CONTACTS *** OWNER (303)358-8558 ECKENWI LER ANDREA ANNE & MIKE SUB (303)577-9628 THOMAS B., CHRISTOPHER L ANDY 070159 SUNRUN INSTALLATION SRVS. INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,546.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/30/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 17) INSPECTION NOTICE Inspection Type: Job Address: r �, Permit Number: An') h (c ❑ No one available for inspection: Time �%`� 3 u AM/PM Re -Inspection required: Yes CNfi When corrections have been made, call for re -inspection at 303-234- Date:- Inspector: . DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1_1d_� E_ F Job Address: -398r 6l" 9n 1� Permit Number: ?01610)66 7 ❑ No one available for inspection -.--Time AM/PM Re -Inspection required: Yes No When corrections have been made, ca I for re -inspection at 303-234-5933 Date: /6 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `, ;' \ ', r' C, Vk ny-, Job Address: Permit Number: —j C'::) ❑ No one available for inspection: Time AWPM Re -Inspection required: Yes tNo When corrections have been made, call for re -inspection at 303-234-5933 a a � Date:�f'� �' Inspector: r DO NOT REMOVE THIS NOTICE 9 3 �w 6or('18 st, 2mtwW Alt%m� ENGINERINM c G O U R T Y Su a0n C.McGourty. P.E.G Robert H. McGourty P.E. ENGINEERING 2952 S. Fillmore way - Denver, Colorado 80210 0: 303-691-2069 E-mail: susan@mcgourtyen9.com www.mcgourtyeng.com INSTALLATION OBSERVATION SUMMARY Date: November 1, 2018 Client: Seth Cook cookcustominteriors(a�,gmail . com Re: 3880 Garland Street — Main Level Remodel Installation Observation This office prepared a structural modification design titled: Eckenwiler Residence Main Level Remodel 3880 Garland Street Wheatridge, Colorado 80033 Dated: September 28th, 2018 McGourty Engineering visited the property on October 16th 2018 to review the framing installation. Further installation documentation was provided via photograph from the contractor on October 26th 2018. The completed framing installation as well as required existing conditions were observed at the time of the site visit and photographs provided, to be in general conformance to the design intent. No further modification was necessary to the framing modifications made at the time of observation. Note: This installation observation is limited to the items identified in the above referenced design. This installation observation does not include any evaluation of any other existing or new structural elements. Prepared by: Robert H. McGourty, P.E. Reviewed by: Susan C. McGourty, P.E. oX;o�,p p 0 LI�F�s ICo G 0 50109 �i ONA. McGOU TY ENGINEERING I 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: ,civ s .L-�g r Job Address: .'fQ j� r-ir�:° rte! r Permit Number::: �t'� g �� 6 " ❑ No one available for inspection: Time q' qo &PM Re -Inspection required:Ye,, No When corrections have been made, call for re -inspection at 303 -234 - Date: \ � � q D\ !i Inspector: �''' Lie / DO NOT REMOVE THIS NOTICE e 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: 3 0 Job Address:.?/� Permit Number: 1,g () ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes MO When corrections have been made, c or re -inspection at 303-234-5933 Date: 1/V 1pv f Inspector: r DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201802667 PERMIT NO: 201802667 ISSUED: 10/31/2018 JOB ADDRESS: 3880 Garland St EXPIRES: 10/31/2019 JOB DESCRIPTION: Remove load bearing wall between kitchen & living room - 18 ft; replace kitchen cabinets and countertops, no layout changes; install new gas line from laundry to kitchen, new gas line from laundry to back patio - 344 sq ft *** CONTACTS *** OWNER (303)358-8558 ECKENWILER MIKE GC (303)324-5209 Seth Cook 180319 Cook Custom Interiors SUB (720)218-1350 Luciano V Tellez 180326 Mashar Electric LLC SUB (303)472-7599 Donald Kovacevich 180364 Don's Custom Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,400.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 512.40 Permit Fee 442.05 ** TOTAL ** 1,241.78 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. City of Wheat Ridge Residential Remodel PERMIT - 201802667 PERMIT NO: 201802667 ISSUED: 10/31/2018 JOB ADDRESS: 3880 Garland St EXPIRES: 10/31/2019 JOB DESCRIPTION: Remove load bearing wall between kitchen & living room - 18 ft; replace kitchen cabinets and countertops, no layout changes; install new gas line from laundry to kitchen, new gas line from laundry to back patio - 344 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further att that I am legally authorized to include alI entities named within this document as parties to the work to be performed a/nd t�h t akl work to be perform is disclosed in this document and/or it ' acc mpanying approved plans and specifications. SignaturetCT- OWNER or CONTRACTOR (Circle one) Date I. 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, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall JAt proceed or conceal work without written approval of such work from the Building and Inspection Services Divi 6. The , s nc r gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap or 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 Wheat ge MUNITY DEVEL011MENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: iP /V/)//�.) Plan/Permit# ^`I o I �0-a f n —7 Plan Review Fee: � j 5 1 ,l� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3 8 00 6o'r`0'J ST 300 3 3 Property Owner (please print): M' kt Ec Ke v\ w, I{ C Phone: 30 3 - 3 S 8- $ S C8 Property Owner Email: G rha,' 1. t o rr Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: fob fAC_(p�Ar�5 Architect/Engineer E-mail: tob@ tAx 60,rJ Engem 001 Phone: 303- SO 6- V7)"( Contractor: S e- r � (o o {L City of Wheat Ridge License #: Phone: 7 0 3- 3.2 Y- 5;Z0? Contractor E-mail Address: 60 0 6ma,1 . Co w� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 3��^ (�q o Phone: 30 3� 3 2V- 5-2 0 7 CONTACT EMAIL(p/ease print): (f00k Cus6'v\ _TyJ-1"►o fS @ GMal) . Co m Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # F-1 COMMERCIAL RESIDENTIAL 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. r (; q ���V�tih �,�n f I i v; ►1j �19v,✓l. �ial7D m" v� � O r � 00.� �l�av a. ( Y,aut ex;sJ k�\\'ten Sandi �X� ` h�� Ylc"r�woc� (12w J c S - o �pticic_ �jOL 500 nomom VV 3e4 1;n , \ q�,t3 s o�� ��5 (\2w L -Ii -A JS A�GT ��ur P Sq. FULF - I r BTUs Gallons Amps Squares Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTTOR). (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: o DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: V r� Reviewer: BUILDING DEPARTMENT C MMENTS: Reviewer: /ol�l� PUBLIC WORKS COMMENTS: Reviewer. Building Division Valuatio` City of Wh6atp, idge ,0� COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must beupto date prior to permit issuance. Project Address:: � � ((�,��;{� `F rmit #: ;�V1 1) General Contractor: (, G ++� , .( �r�v } , � ,j'<� AW) i Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Don's Custom Phone #• Master #• (required field) Date Company Name: Plumbing Phone #: 303-472-7599 State License #: ►1'11.11 •• Wheat Ridge License #: A (re uired field) 10/12/18 .Nre_of_AuthorizCd Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat j dge COMMUNITY DEVELOPMENT See attached sheet for additional notes that apply to your project. City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge Rough Framing and Wood Requirements 3 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. 4 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 5 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 6 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 7 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 8 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self- closing device and all combustion air is taken from the outdoors. (IRC G2406.2) Electrical Requirements 9 All hot, neutral, and grounding conductors in electrical boxes shall be tied together wit a mechyanical connection at the time of rough inspection. Wheat Ridge Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 10 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A. Counters 12 - inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 - inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 11 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 32 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 13 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 14 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C, One ach additional story including basements. City of 1.5 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired applia ceys�, or a °u'e fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to Bch sleeping. room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 16 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) Plumbing Requirements 17 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed. I) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51hs of pressure for 15 minutes. 18 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 19 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 20 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 21 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103-2. 1) Wallboard Requirements 22 Nail spacing for gypsum board % gypum board Ceiling 16oc, 7", nails 12", Type S screws %2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails I 2"spacing, screws 24OC 8". 7500 W. 29 rh Ave Wheat Ridge, Co 80033-8001 303-235-2878 City of vaeat Ridge ilding TRUSTED E -N111£ ONMEN TAL SPECIALISTS WWSCOREAECCOM LIMITED SCOPE ASBESTOS INSPECTION REPORT Project DeWk Project Location: 3880 Garland Street in Wheat Ridge, Colorado Performed By. Seth Kisselman Inspection Date: September 26, 2018 Report Date: September 28, 2018 Presented Ta: Seth Cook Cook Custom Interiors, LLC Prepared By. Advanced Environmental Consulting, LLC Colorado Consulting Firm#: 20874 5800 Franklin St. Suite 101 Denver, CO 80216 City of Wheat Ridge I MR 1.0 INTRODUCTION 2.0 EPA LEAD REGULATIONS 3.0 INSPECTION PROTOCOL 4.0 SAMPLING PROCEDURES 5.0 ASSESSMENT OF MATERIALS 6.0 SITE DESCRIP TION Al\'D PROJECT DETAILS 7.0 LABORATORY ANALYSIS AND RESULTS 8.0 CONCLUSIONS 9.0 RECOMMENDATIONS 10.0 ASBESTOS SPILL RESPONSES 11.0 OSHA GUIDELINES 12.0 COLORADO DEMOLITION ACTIVI'T`IES 13.0 LIMITATIONS List of Attachments Attachment A: Pictures Attachment B: Site Map Attachment C: Bulk Sample Log Attachment I): Laboratory Report Attachment E: Certifications city of Wheat Ridge IPEl IN Y.I111IIIH V CONI Advanced Environmental Consulting, LLC (AEC) was retained to collect samples of suspect asbestos -containing material(s) (ACM) that would be disturbed at the above -referenced property on the above referenced date(s); and provide an asbestos building inspection report including laboratory analysis. Colorado Regulation No. 8 - Part B Section TMA. 1, Prior to any renovation or demolition which may disturb greater than the trigger levels of material identified as a suspect ACMpursuant to the Environmental Protection Agency (EPA), the facility components) to be affected by the renovation or demolition shall be inspected to determine if abatement is required. " See below for further information on identifying trigger levels, sampling protocol, and materials classifications per the regulations. 2.0 EPA LEAD REGULATIONS As of April 22, 2010, the EPA instituted guidelines and regulations for the renovation and/or remodel of homes built prior to 1978, the year that the manufacturing of lead-based paint was prohibited. If lead is present within paint on building components above the action level, any activity impacting these components must be conducted using "lead safe" work practices and ERP (Renovation, Repair, and Painting) Certified contractors. Trigger levels: ■ An inspection must occur if more than six square feet (6 SF) of interior surfaces; ■ Twenty square feet (20 SF) of exterior surfaces will be disturbed, ■ ANY window is being replaced. As of March 26, 2014, the EPA has instituted new guidelines and regulations for the failure of firms to follow RRP engineering controls, or when remodeling projects are done by individuals or firms that do not have proper RRP training and certification. When it is suspected that a lead hazard has been created, EPA will require an inspection, including wipe samples. If the results of the inspection determine that a lead hazard has been created the follow steps will be conducted: The site will be considered lead -contaminated and RRP standards and practices will no longer apply; Both the EPA and the CDPHE Lead Unit have determined that clean-up is now defined as a lead abatement project, Regulation 19 standards will be required to be followed in order to properly clean-up the lead hazards: - A state certified abatement firm and individuals will be required to conduct the clean-up - The firm will need to apply for a permit and follow all requirements of Regulation No. 19, Part A, Section V, Abatement - A state -certified firm and individual will be required to conduct project clearances, sampling and provide the CDPHE Lead Unit with copies of those reports. Colorado Air Quality Control Commission Regulation 19, Part A, states: ■ Lead-based paint hazard means any condition that causes exposure to lead from lead -contaminated dust, lead - contaminated soil, or lead-based paint. Lead-based paint hazard also means hazardous lead-based paint, dust -lead hazard or soil -lead hazard. The inspection and assessment were performed in accordance with EPANAHERA procedures. These procedures call for the visual inspection of all areas of concern including collection and analysis of representative bulk samples of suspect material. Random bulk samples, representative of the suspect asbestos -containing materials (ACM) of each homogeneo HA), were collected according to the guidelines published as EPA Final Rule: Title H of the Toxic Subs es Contra ct (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763. City o Suspect materials sampled and analyzed should be considered representative of materials in each HA if. Wheat Ridge • They exhibit similar physical characteristics, and N,Building Divison 0 The application of the sampled material can be correlated to the application of un-sampl teria� Representative sampling is based on the following criteria: • The distribution of the suspect material throughout the HA, • The suspect materials physical characteristics and application, • Random sampling patterns determined for each HA. 4.0 SAMPLING Suspect materials alike in appearance and application were sampled as HAs. Those sampled suspect materials are then subcategorized into one of three classifications: 1. Surfacing Materials (S1VI)' sprayed or troweled onto structural building member. 2. Thermal Systems Insulation (11,Z any type of pipe, boiler, tank, or duct insulation. 3. Miscellaneous Materials (1ll1VI : other suspect materials, including flooring, ceiling tiles, insulation, and finishing materials. AEC collected surfacing materials by types of texture. Not every room with each texture may have been tested; however, it is assumed to be positive if it has the same texture as the above -referenced types. AEC uses drywallsehool.coin/texthures to determine the texture label comparisons. For thermal system insulation materials, AEC uses images through Google for comparison when naming material types. 'Miscellaneous materials are named based on the material they are as seen by the accredited inspector during the on-site inspection. The following outlines the minimum sample quantities required per HA material classification: 1. Surfacing Materials (W. up to 1,000 SF of material requires a minimum of three (3) samples; between 1,000 SF and 5,000 SF of material requires a minimum of five (5) samples, over 5,000 SF of material requires a minimum of seven (7) samples, at least one (1) sample of each patch. 2. Thermal System Insulation (M. each homogeneous area requires a minimum of three (3) samples; at least one (1) sample must be collected from each patch, and collect enough samples sufficient to adequately assess the material and determine the asbestos content for TSI fittings such as pipe elbows or T's. 3. Miscellaneous Materials (MM. A each homogeneous area requires a minimum of two (2) samples; or enough samples sufficient to determine the asbestos content. AEC collected at least the minimum number of samples from each HA necessary to meet all regulatory requirements for the quantity of material to be disturbed. The quantities listed in this report are approximate and on-site verification of the exact quantity of each material is required. Condition assessments were performed by the accredited AEC inspector(s) at the time of inspection. Condition assessments include ratings of good," damaged," and "significantly damaged" per each HA and are meant to indicate the overall condition of each material. Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence when determining the material condition assessments. A material in Good "(G) condition has: - A surface with no visible damage or deterioration; or showing only very limited damage or deterioration. A material in Rama LD) condition has: - A surface which is crumbling, blistered, water -stained, gouged, marred, or otherwise abraded over less than one-tenth of the surface if the damage is evenly distributed or less than twenty five percent of the surface if the damage is localized. A material in SigajOhantlyDamaged"(SD)condition has: P9D - A surface that is crumbling, blistered, water -stained, gouged, marred, or of abradedr at least one-tenth of the surface if the damage is evenly distributed or twene surface if the damage is localized.- A surface that is hanging from the end, deteriorated, or showing adhesive NTJ All suspect materials were divided into friable or non -friable categories at time of sampling as conducted by hand touch and feel when performed by the inspector(s) during the on-site inspection. • Friable CD ACM is a material that contains more than one percent asbestos by weight, area, or volume; and that can be crumbled, pulverized, or reduced to powder by hand pressure when dry. • Non -Friable (NM ACM is a material that cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. A NF material may become F if its condition had deteriorated or if it had been impacted by forces that have rendered it F. After classifying each F ACM(s), the AEC inspector(s) gives each HA material a hazard rating (HR). There are seven (7) different HE that each material is subcategorized into if the material is deemed E The following seven (7) numbers are associated with each HR: 1.) "D" or "SD" thermal systems insulation ACM 2.) "D" friable surfacing ACM 3.) "SD" friable surfacing ACM 4.) "D" or "SD" friable miscellaneous ACM 5.) ACM with potential for "D" 6.) ACM with potential for "SD" 7.) Any remaining friable ACM or friable suspect ACM The certified asbestos inspector(s) must provide a written assessment of the condition of all known or assumed ACM. These assessments are to include specifying: the types of damage, the severity of damage, the extent of the spread of the damage over each material, the material's potential for disturbance, the known or suspected causes of the damage, any preventive measures that may eliminate the likelihood of the damaged material from becoming a significantly damaged material, and whether the material is accessible; all over the IIA. If an ACM is SD and greater than CDPHE trigger levels (i.e. commercial 160 square feet (160 SIJ), 260 linear feet (260 LF), or the equivalent of a 55 -gallon drum) (i.e. residential 32 SE, 50 LF., equivalent of a 55 -gallon drum) then the area(s) are deemed a major spill. If the materials are less than the trigger levels but greater than 3 SF or 3 LF, then the area(s) are deemed a minor spill. See the spill response sections as outlined below (Section 10.0). 6.0 SITE DESCRIPTION AND PROJECT DETAILS AEC research indicates that the building was constructed in 1978. The building is a single-family residential dwelling. Destructive sampling was conducted on the materials planned to be disturbed at the above referenced property. The asbestos survey was conducted on September 26, 2018 by Colorado Department of Public Health and Environment (CDPHE) and Asbestos Hazard Emergency Response Act (AHERA) certified asbestos building inspector Mr. Seth Kisselman (Certification Number 21329). One (1) homogeneous area(s) with suspect ACM was sampled in three (3) location(s) at the job site. Samples were submitted to Aerobiology and Associates (Aerobiology) laboratory for Polarized Light Microscopy (PLM) analysis to identify asbestos content. The samples were requested on a priority turnaround time for results per the client. 7.0 LABORATORY ANALYSIS AND RESULTS Bulk samples collected were analyzed utilizing the EPA's Method for the Determination of Asbestos in Bulk Building Materials (EPA 600/R/116, July, 1993) and the McCrone Research Institute's The Asbestos Particle Atlas as methods references. Analysis of the bulk samples was performed on the "date reported," as listed in the bulk -sample analysis report. Laboratory results received on September 27, 2018 document that zero (0) sampled material(s) submitted con e as s above the regulatory limit of 1%. City of Colorado Regulation Na 8 — Part B Section IHA.1 c, Abatemen4 Renovation and Demolition Proj tsW l' p o Regulation 8 requires that all samples of friable asbestos is estimated to be 1% asbestos or lest but grey than 0; by a method other than point counting, the determination shall be repeated using the point counting technique L-A ;i, CDPHE Compliance Bulletin Apnl20O7, 7)rywall and drywall mud may contain asbestos The percent ofasbestos contained in the drywall and its associated materials, including mud and tape, may be determined based on a representative composite sampling program "If joint compound is verified to be applied only over drywall seams and/or corners, it may be composited at a laboratory. OSHA does not warrant composite sample analysis ofjoint compound, and therefore any material that is above I%ACMmay not be composited at the laboratory, per OSHA guidelines AEC may be able to request that the laboratory point -count trace material sample(s) and/or composite joint compound sample(s) for an additional fee. Please find attached the Reservoirs laboratory report of PLM results (Attachment D). &0 CONCLUSIONS AEC observed one (1) homogeneous area(s) that would be disturbed during the planned project as outlined above. The suspect asbestos containing building material(s) was sampled in three (3) location(s) at the job site per the above details and scope of work as outlined by the client/situation. Based on the site observations and, bulk sample PLV. laboratory analysis results collected by AEC, zero (0) suspect material(s) contained asbestos; therefore, removal of these area(s) will not require asbestos abatement. The following sampled materials in re(l are ABOVE the regulatory limit of 1%. and in bold are asbestos -containing: Material Tune Location Condition Friability HR Est Quantity Result N/A The following sampled materials and areas are NOT asbestos -containing_ Material Tine Location Result SM — Brush Texture — Drywall Kitchen and Living Room ND The CDPIIE requires permitting for any removal activities in a commercial or residential building that contains greater than the trigger levels (i.e. commercial 160 SF, 260 LF, equivalent of a 55 -gallon drum) (Le. residential 32 SF, 50 LE, equivalent of a 55 -gallon drum); however, OSIIA trigger levels are 10 SF or 25 LE Colorado Regulation No. 8 requires a project design in with the amount of ACM to be abated exceeds 1,000 LF on pipes, or 3,000 SF on other surfaces. AEC is able to develop a project design for this project for an additional fee. 10 RECOMMENDATIONS AEC recommends that when ACM is removed/abated, that only a licensed asbestos abatement contractor using personnel trained in the handling of ACM be allowed to conduct such activities using appropriate methods (IIEPA-filtered vacuuming, wet cleaning methods, respiratory protection, protective clothing, personnel decontamination, negative -air enclosures, air monitoring, etc.). For all spills, AEC recommends that all soft goods (carpet, pad, clothes, couches, etc.) and any ceiling and/or wall surfacing restoration activities be removed from the interior of the building as asbestos waste. AEC also advises that only hard surfaces (plastic, metal, wood, concrete, etc.) are allowed to be left in place before the final visual and final air clearance tests are completed. AEC urges that electronics and appliances (refrigerators, air conditioners, DVD players, microwaves, toasters, etc.) are removed due to the mechanical openings and working parts that make it difficult to clean thoroughly. 10.0 ASBESTOS SPILL RESPONSES JW0rSPW RWfiVZMPmtoonls If ACM is significantly damaged and the total quantity exceeds the regulatory trigger levels, the Asbestos Spill." The area is consequently subject to the requirements in Reg. 8, Section III.T.1. — outlined below. or as Additional asbestos air or dust sampling should also be conducted within the remaining areas not directly impacted by the Major Asbestos Spill to determine if asbestos -containing dust/debris has spread to adjacent areas. If asbestos fibers are found within any other areas or on building contents, they should be included in the scope of professional abatement and decontamination. The following response actions must be followed per Colorado Reg. 8 when a Major Asbestos Spill occurs: ■ Restrict access to the area and post warning signs to prevent entry to the area by persons other than those necessary to respond to the incident'. ■ Shut off or temporarily modify the air handling system to prevent the distribution of asbestos fibers to other areas. ■ Immediately contact the Division by telephone, submit a notification in compliance with subsection HI.E. (Notifications) and, if in an area of public access, apply for a permit in accordance with subsection III.G. (Permits). • Be exempted from the requirements to have a certified Supervisor on-site at all times, until such time as the immediate danger has passed. Any cleanup or asbestos abatement that must occur after the immediate danger has passed shall be supervised by a person certified by the Division. ■ Using certified Supervisors and certified Workers in accordance with section IL (Certification Requirements) of this Regulation, seal all openings between the contaminated and uncontaminated areas and establish none -detect air pressure within the contaminated area in accordance with paragraph M.J. (Air Cleaning and None -detect Pressure Requirements). This is to be accomplished using polyethylene sheeting to cover areas such as doorways, windows, elevator openings, corridor entrances, grills, drains, grates, diffusers and skylights. ■ HEPA vacuum or steam clean all carpets, drapes, upholstery, and other non -clothing fabrics in the contaminated area, or discard these materials. ■ Launder or discard contaminated clothing in accordance with subsection M.R. (Waste Handling). ■ HEPA vacuum or wet clean all surfaces in the contaminated area. ■ Discard all materials in accordance with subsection IILR. (Waste Handling). ■ Following completion of subparagraph M.T.l.a. through M.T.l.i. above, comply with air monitoring requirements as described in subsection M.P. (Clearing Abatement Projects); air samples shall be collected aggressively as described in 40 C.F.R. Part 763, Appendix A to Subpart E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM that remains in the area and ■ Comply with any other measures deemed necessary by the Division to protect public health. 1finor Spill Response Pmfbifflls If ACM is significantly damaged and the total quantity is less than the regulatory trigger levels, however, more than three square feet (3 SF) or three linear feet (3 Lam+ , the area is deemed a "Minor Asbestos Spill." The area is consequently subject to the requirements in Reg. 8, Section IILT.2. — Minor Asbestos Spills, as outlined below. Additional asbestos air or dust sampling should also be conducted within the remaining areas not directly impacted by the Minor Asbestos Spill to determine if asbestos -containing dust/debris has spread to adjacent areas. If asbestos fibers are found within any other areas or on building contents, they should be included in the scope of professional abatement and decontamination. The following response actions must be followed per Colorado Reg. 8 when a Minor Asbestos Spill occurs: ■ Restrict access to the area and post warning signs to prevent entry to the area by persons other than those necessary to respond to the incident. ■ Shut off or temporarily modify the air handling system to prevent the distribution of asbestos fibers to other areas. ■ Using certified Supervisors and certified Workers in accordance with section IL (Certification Requirements) of this Regulation, seal all openings between the contaminated and uncontaminated areas and establish none -detect air pressure within the contaminated area in accordance with paragraph M.J. (Air Cleaning and None -detect Pressure Requirements). This is to be accomplished using polyethylene sheeting to cover areas such as doorways, windows, elevator openings, corridor entrances, grills, drains, grates, diffusers and skylights. ■ HEPA vacuum or steam clean all carpets, drapes, upholstery, and other non -clothing fabrics in the contaminated area, or discard these materials ■ Launder or discard contaminated clothing in accordance with subsection M.R. (Waste Handlin city 0� ■ HEPA vacuum or wet clean all surfaces in the contaminated area. ■ Discard all materials in accordance with subsection MR. (Waste Handling). Whet Rite^ ■ Following completion of subparagraph IILT.l.a, through IILT.1.i. above, comply with air moni ng.re�,u reIn as described in subsection M.P. (Clearing Abatement Projects); air samples shall be collecte B " e sive�� as described in 40 C.F.R. Part 763, Appendix A to Subpart E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM that remains in the area and ■ Comply with any other measures deemed necessary by the Division to protect public health. Any samples containing trace amounts of asbestos require following these federal guidelines: federal worker protection regulations (29 CFR 1926.1101 and 40 CFR 763); the National Emissions Standards for Hazardous Air Pollutants (NESHAP, 40 CFR 61 Subpart M); the U.S. Environmental Protection Agency (EPA) Guidance for Controlling Asbestos - Containing Materials in Buildings (`Purple Book", EPA 560 / 5-85-04); and the Asbestos Hazard Emergency Response Act (AHERA, 40 CFR 763 Subpart E). CbmpAsaw Spoeifies — 0 WA RWWJ& fons,89 VFR _19,801101 Class I asbestos work — defined by OSHA as activities involving the removal of Asbestos Containing Materials which are TSI or surfacing material. Class H asbestos work — defined by OSHA as activities involving the removal of ACM which is not TSI or SM. Class HI asbestos work — defined by OSHA as repair and maintenance operations, where ACM TSI or SM is likely to be disturbed. OSHA requires the following (at a minimum, the contractor should thoroughly review regulation): 1. Establishment of a regulated work area: minimizes access to unauthorized personnel, protects persons outside from airborne asbestos exposure and requires the use of respirators inside of the regulated area (essentially a HEPA filtered negative air pressure containment area). 2. Supervision of the removal work by a competent person an EPA trained asbestos abatement supervisor. 3. Workers handling ACM shall be properly trained: training requirements as stipulated in OSHA regulations specify a minimum of eight hours (8 hr.) training of required topics. Material and hands-on training more closely fits the EPA Operations and Maintenance Worker sixteen -hour (16 hr.) class. 4. Exposure monitoring of personnel: both eight-hour (8 hr.) TWA (time weighted average) and STEL (short term exposure limit). This monitoring will ensure that personnel are wearing adequate respiratory protection. 5. Proper use of engineering controls: namely, wet methods to control airborne asbestos filters, prompt clean up and disposal of debris in leak tight containers, removal of material in an intact state (prohibited use of high speed abrasive disc saws without NEPA filtered exhaust, prohibited use of compressed air on AC_Ms, prohibited by dry sweeping, shoveling or other dry clean-up methods). 6. Removal of AMC in an intact state to the extent feasible. 7. If using cutting machines, they shall be continuously misted: during use, unless a competent person determines that misting decreases worker safety. Dust generated by a power cutter shall be collected by a HEPA vacuum. 8. Asbestos containing material from a roof must be either hand carried: or lowered to the ground by crane, hoist or in a dust -tight chute. 9. All waste shall be either wrapped an"r placed into a closed receptacle: in such manner so as to preclude the dispersion of dust 10. If working on a root roof level heating and ventilation air intake sources shall be isolated (sealed) or the ventilation system shut down. Other Requirements ■ Other appropriate PPE as necessary ■ Implementation of a Respiratory Protection Program (if necessary) ■ Respirator physical exam for personnel (if issued negative pressure respirator) AEC Recommends a final visual and final air clearance monitoring after the material has been removed. 12.0 COLORADO DEMOLITION ACl'1YITIES Section HI.A.3 — Any asbestos -containing material that is friable or will be made friable during itionwti 'ties in any area of public access or non-public access area must be removed prior to demolition. Remo 1, i �ccor'6a with Regulation No. 8, is required if the amount of asbestos -containing material that is friable or wi 01n /fable ring demolition exceeds the trigger levels. Per CDPHE Demolition Permit: Demolition of a building that has non -friable asbestos -containing maining must be completed without causing the asbestos -containing materials to become friable. Burning a building with any LY :u asbestos -containing materials is prohibited. Concrete floors covered with floor tile shall be removed in as large sections as possible. Operations such as crushing, pneumatic jacking, etc. of materials containing asbestos are not permitted. Recycling of materials, such as concrete or wood, that are bonded or contaminated with asbestos -containing materials such as floor tile or mastic, is not permitted. iNxl�IIIIkyjIYVWIM This report describes the data collected and observations made by AEC during the visual inspection and bulk sampling in the above referenced building. AEC represents that its services were performed within the limits prescribed by applicable regulations, within scope of work as approved by the EPA and the State of Colorado and in a manner consistent with the level of care and skill ordinarily exercised by other professional consultants under similar circumstances. AEC accepts no responsibility for data collected, the recommendations made or expressed to the client, and/or other commitments made by persons or firms other than AEC. No other representation is made to the client, expressed or implied, and no warranty or guarantee is included or intended. Thank you for the opportunity to provide industrial hygiene services. If there are any questions on this limited scope asbestos building inspection, please contact AEC by phone or email. Respectfully Submitted, ADYANM EffftOMEOTAL CONSMTIR6l Seth Kisselman Certified Buildin Inspectpr City of Wheat Ride Ll� 0 Nm City 04, Wheat Building Divison,J T I 1 1 j T f--T--F--T- T -T-1- 7 -1 i I T 14 T- -�-Td _T - r! q 44 L_ I 44, - -T I IT + i 4 L __L _T T I_VS- A,4 I I IN FIFT- L 'T -4—t City 04, Wheat Building Divison,J W -j- - a- - A- me o m M!; P. 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Saba A11K AftVa GA 3=9 - PSR M"M F= 9M %7-2=- m* AnOwnUftomd ZMWest MxftmAvme. Suite 1"1Q.Pbw AZMM-pS"7=.M9F=t(SM441..Mg-emokiPiI PQ Dioltg� el 1114 Ravism 9 LAB USE—ONLY 1015 loiT---, NMI 1012 v- MM 1 kL 3M =!=Rlt 1 7— 1ATTA XSV:i� -::M,+ 1 w in 1, L -� i i C,- 750 3ft=SMeK Sube 1K ODOM CO 8M -VMqfiM4M30F MZ12QM-eXU& 31 Q 43760 WiTrIdO CerAwP&&MSola tap, 0j VA2M68-WMGa4"SbFM(M)6M-Wn-ermt' I 4501 C%de 75 Pm". Saba A11K AftVa GA 3=9 - PSR M"M F= 9M %7-2=- m* AnOwnUftomd ZMWest MxftmAvme. Suite 1"1Q.Pbw AZMM-pS"7=.M9F=t(SM441..Mg-emokiPiI PQ Dioltg� el 1114 Ravism 9 ATTACEEMFNT E (pkradaD -._- a1NIA"icllnld, t pJ P :.immixru ASBESTOS CONSULTING FIRM Tws e¢.irb IF.M Advanced Environnlentul Consulting, LLC Reghualloa No.: AC'F -.20874 Ma —1 the reghkn.iop requiremepu of:5.7-}07, CA. 5, ..d .he Air Q.aH1y C-..; CwalWaafea Reexlailo. Yu: S. Pm19.aW is hmebyaWlm;aW b perf Ymbesl. ce¢sulriug acl:viile. ax regW,,d under Regulaii0n No S. Parl S. 1. lde al ole of CoI—k 7tsntQ Da>nber 0'., 3017 � F-ptr.r aw-Azlh.a la NIS rcd 'Y u id'1h.WicHalefi and F.mi.anmem ASBESTOS CERTIFICATION* Thi> —if- mai Setts B. Kisselman Certificafioa Na: 21329 has met dx mquircmems of _5-7-507. CE-$. and :Fir Quality C'omml Commission xvda.ion Ne-. 8, l .-13, and is he try uttiNd by the ,We of C,4—d. in rhe :'all—mg discipli— Building Inspector* laaual: J..e 10, 28[8 E.pi— J..c 21, 2019 nr,+.Mnx,a.xv�,.n-.rcawY..o�w»y. ,m,.,c.ersx�ww ww 6'xya'ir. 9++Va+r•eLe.r. C'obndo u:d F ninm[[kk��a�mnm�zm .fRibik(Imkh m a ASBESTOS LABORATORY lYris —i ries 1h., Advanced Environmental Consulting, LLC R.940,01¢o Ne.: AL -288'f4 Ms metFM mgt,—i r.go,m m, 0f 23.7-307, C.R.. S. led the All Q.eliry C-4 Cam¢irsiou Reg¢lal4m 1M..a..Pod 8.,wd 41—kv apl6ori "pert nmbp"LMnlery .citing auirh Fes, as req. irod by ltljoo lieu No 8. Par. N. t. rhe n.1e of t psr netanber it?018 _W� YEbe!'�x2 ' { i t Certificate of Completion Presented To: Seth B. Kisse(man has sttceessfuny oempleted 4 hours of training required under "then 206 of the I'mie. Substance Gmuul Act (TSCA t. Title D. "BUILDING INSPECTOR REFRESHER e.aa,e mm, ues .^,zeta Raamia.iw. aab:'\`,1 CstiBearo Ke.: D0.1— FIo¢nC¢mplmd--s Eapind.p tise,c: Mp• tT, 2dFA aq swerrcbiad� N7rh,A2. F.�croal, llY M„n A.tMrzeds' Nt¢-'irnining 3mvld:r C'ise)axsµs City of vaieat Ridge Praia( Description: Main level home remodel including the removal are section of wall betwxm the existing kitchen and living romp space. General Notes: I. The structural requirements represent the finished structure. The contractor is responsible for the means and methods of cousmntim. Provide all measures required to protect the smsmne, workmen, and other persons during construction. 2. All materiats, workmanship and methods arc w conform to the governing building code. 3. The eanteactor shall be responsible for temporary bracing m withstand all loads to which the ahucture may be subjected, including lateral loads, makpilas of mmariels and equipment Such Inning shall be left in place as Ing as may be regpircd far -rely and until all structural flaming and diaphragms are in piece with conations completed. 4. All dimensions indicated represent finished face. Dimensions ora nest m be soiled for determination oforemast takeoffs, laagth or lucatioa . 5. Dimensions derived from architatual drawings provided to McGamty Engineering. Continuator to fluid verify all dimensions prior to commencement of construction Any discrepancy between dimensions identified to be rationed w Stmcnaal Engineer befare proceeding. 6. Substitutions to be rade unity by the written approval ofengioar. Engineer an receive 48 hour num irtutn natice for proposed substitutions or alternators to this plan. Design Laadiea: Ground Snow loading - 30 PSF Roars— loading - 30.24 PSF (ASCE7.3) Snow Load Importance Factor (Is) - 1.2 - (Type Un Exposure Factor(Ce) - 1.0 (fully exposed) Thermal Factor (Ct) 1.2 (thermally iwlated roof) Asphalt Shingle / Membrane Roof - 5 PSF maaimum Wind design - 105 MPH (3 second saran- Exposucc C - (ASCE fie mvva factors) Seismic Design Category - Category B Occupant Risk Category Category IR SYMBOLS USED: = Wood structural elements (LVL, Gluelam or sawn lumber as indicated) ® - Support stud pack ( (2) 2x4 jack/trimmer and (1) 20 end -nailed king). Coda Usual: 2012 IRC Framane Nolan 1. Allumber to conform to IBC section 2303.1. 2. Al:l wood structural membra to be Hem Fir, No. 2 At Better or Space - Pine- Fir No. I -2 - uoI— noted otherwise. 3. All beams will W smashed to support posts or walls with hardware or plams/kickea to resin lateral movement All support posts will be attached to foundation or supporting material in (2) locations to resist lateral movement Or as indicated. 4. All wood for structural wood faring will be kiln dried graded in conformance with the National Design Specification for Wood Contention 5. Minimum 3" baring for all --1 members -unless noted otherwise.6. All Taming connemo s to be installed per ma tfinft re s nm e—cr dation unless otherwia noted 7. All interior frame walls to be 2x4 @16" o.c. S. All posts are to bear directly m foundation / structural member or to have .squash blocking mantled beneazh sheathing, in firm contact with the foundation elamenL to tansf load directly to the foundation. Squash blocking to be ailed m -place, blocked / nailed to prevent lateral trenslmioNromtion it minimum (3) 2. material end a minunum (3)10d m&rmils in each connection and. 9. Anti -roll blocking / bating to be installed between joists, raflem or beams, above all supports, or where indicated unless approved by engineer in writing ar per mm anufacretspecifications. a to. Notches, tura, or non-eantinuons (between supports) members are nor allowed, =less noted m otherwise approved by engineer in writing. Exception - holes may be drilled in engineered ...it (TJL LVL ,PSL etc..) when in accordance with —.factor— apaifiations. 11. Alit, m be common type. cod minimum installation made per IBC swim 2304.10, =less noted otherwise or approved by McGarry Engineering in writing. 12. Al:l nails for manufactured hangers are to eon ren to manufacturer's specifiatiaa -=less noted otherwise. 13. Ioists end beams m bear completely in joist hangers, w/ no more then i" sepaatim berneenjoist / beam end and the supporting header - unless odaerwise approved by engineer in writing. 14. BuilFup (multi -ply) hems / members to be positively anached to ono-snother. 2 ply - (3) 10d ..its @ 12" o.c. one aide. 3 & 4 ply - (3) I0d units @ 12" ac. One aide par ply. Stagger / offan c rmecmra each aide by 6' typical =leas acted otherwise. WALL SECTION AND HEADERS PROPOSED FOR REMOVAL. swi X200 /A1 77-777=T C1 KITCHEN/FAMILY (PROPOSED REMODEL) LL F 5.I0, 23'-0" e' 2'el" LIVING ROOM �d ENTRY DN FRONT PORCH `bA.V City of •r whit CotauNrry Dmtovh I APPROVED PROPOSED WALL REMOVAL- DEFLECTION LIMITING SUPPLEMENTATION TO BEINALLE -SEE STRUCTURAL PLAN. ylgwr d ford Com Plans ami er WdftgL2wmL the issuance oJa permit wow a MAIN LEVEL PROJECT SCOPE .ts lf*bu anew wOf-WI W o� pp�pres o)• The WAWi^V rade p, p,«M � O SCALE: 1/8"=1r-0" 'MWf 1f tofjWawfprDplonakte,rrnnnlow z 4odn or otherardtaaiee+a/Me Uel' aAM not k w VERIFY EXISTING MAIN -LEVEL SUPPORTING STEEL BEAM IS CONTINUOUS OVER BASEMENT POSTS. ENGINEER TO VERIFY. SUPPLEMENTATION MAY BE REQUIRED D' EXISTING BEAM IS NON -CONTINUOUS. 03 - BEAM - LIVING ROOM DEFLECTION (2) 1.75" x 11-718" 1.9E LVL C NOTE: • - VERIFY LOCATION TO ALIGN WITH EXISTING STEEL BEAM SUPPORTING MAIN LEVEL FRAMING. ENGINEER TO VERIFY ALIGNMENT. a ROOF SUPPLEMENTATION PLAN z SCALE: 3/16" = P-0" FRAMING REQUIREMENTS: 03 -BEAM - LIVING ROOM DEFLECTION LIMITING (2)1.75" x 11-715" 1.9E LVL SUPPORT AT EACH END W/ (2) 2.4 JACKITRIMMER STUDS AND (1) 20 END -NAILED KING STUD AT EACH TERMINATION. HANG THE EXISTING BOTTOM CHORD OF THE TRUSS SYSTEM W/ (1) SIMPSON STRONGTIE HS HANGER AT EACH INTERSECTION (ALTERNATE INSTALLATION HANGER SIDE IE: LEFT -RIGHT). INSTALL ANTI ROLL BRACING AT EACH TERMINATION AND @ SFT O.C. MAXIMUM. SEE SECTION 03 FOR FURTHER DETAIL. M Date Alam sped)-rcaliOas at saw mnokafon to WwRia s. Pemk" on of Vie fumllift SECTION 03 DEFLECTION LIMITING R = BEAM INSTALLATION SCALE: 1/2" =1r-0" 03 -BEAM - LIVING ROOM DEFLECTION LIMITING (2) 1.75" x I I -7B" 1.9E LVL ATTACH EXISTING TRUSS' BOTTOM CHORD TO BEAMS 03 W/ (1) SIMPSON STRONGTIE H8 HURRICANE TIES (p) 24" O.C. (AT EACH INTERSECTION). ALTERNATE CONNECTION SIDE (LEFT -RIGHT) AS DRAWN. INSTALL 2x4 ANTI -ROLL BLOCKING AT EACH TERMINATION AND (tat V -0 - MAXIMUM SPACING. TOE -NAIL TO BEAM, AND FACE•NAIL TO TRUSS' BOTTOM CHORD AS DRAWN. NOTE: 1) NORTH SIDE TRUSS STYLE DRAWN IN SECTION. INSTALLATION IS TYPICAL THROUGH CHANGE IN TRUSS STRUCTURE AT SOUTHERN SIDE OF KITCHEN. M 50109 INSTALL FIRM SQUASH BLOCKING TO TRANSFER LOADING DIRECTLY INTO STEEL BEAM 1N BASEMENT. Q R M GOURTY ENGINEERING Rob H. McC-m y P.E 2952 S. Filimare Way Deme,, Colmado 80210 Rob@mcgourtysng.cmn SEPTEMBER 28, 20Ig REV 1.0 THIS DOCUMENT IS THE I.I.C. MSCLOSURE MOGOUR7Y ENGINEERING is PROFITED. Z city of Wheat RIdge FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION - NOTIFY ENGINEER IF FOUND OTHER THAN IDENTIFIED. SHEET: S1.0 NOTES/ PROJECT PLAN MIKE & ANDREA ECKEN NILER - 2018 � 51TE PLAN I 5GALE: ONNER: 5GOPE OF WORK5 -� MARK & ANDREA EGKENINILER - k DE5I6NER/DRAFTER: DONNA MGMAHON KE Interior Solutions 303-915-1532 donna@keinteriorsolutions.com ENGINEER Rob McGourty Mc6ourty Engineering P ---- Office: 303-691-2069 Gell: 303-506-4724 � --- ---�. �-: email• Rob@mcgourtyeng.com � I' BUILDER: N W Seth Gook ^wg General Contractor 3380 Garland Sirell Aug � -�a&� .- A .R GookGustominteriors@gmail.com i W 2 BITE INDEX: l'- Q gy Q Q Al TITLE / SITE & ROOF PLAN rerinat&I Sad A2 GENERAL NOTES CIDCQ QIL VICINITY MAP w WIL GENERAL NOTE5 w W /� ul - _ Lu _ _ _' 1. All workmanship and materials shall conform to the requirements of LOCAL CODES. ry 2. Before any work has begun, the contractor shall make a thorough inspection of the building and z nz I� site to check and verify all dimensions and conditions noting existing work to remain and notifying U4 WPROJECT DATA the owner and drafter In writing of any discrepancies between existing conditions and those shown OCCUPANCY: on the construction documents. -- - - 3. Any omissions, conflicts, or discrepancies between the various elements of the construction r APN: — documents and or specifications shall be brought to the attention of the owner and drafter. All work is to be coordinated so that cooperation between the trades where required is accomplished. GONSTRUGTION TYPE V-6 4. Verify all openings throughout construction with all participants trades such as heating, plumbing, (E) 15T FLOOR = 50. FT. electrical trades for size and location. Notify owner and Drafter in writing of any deviations from the (E) 2ND FLOOR = 5Q. FT. construction documents. (E) GARAGE = 50. FT. 5. Follow dimensions explicitly,do not scale drawings. confirm with Drafter before proceeding If conflict arise. (N) 15T. FLOOR = 50. FT. g. Pool, spas, walls, fences, patio covers, and other free standing structures require separate permit (N) 2ND FLOOR= 5Q. FT. � , .i � I (N) BALCONY = 50. FT. and review. Q Q i. Contractor with his selected H.V.A.G. Subcontractor to assess existing HV G. systems to L (T) LIVING AREA = 50. FT. determine functionality & code compliance. Make recommendations to ow eras to proposed REV151ON5 2_ - m m 0 0 co LU � J W W Lu z Q o it � Lu W U. z z w LU 1 Y °6 Z co Lu o N O z m U TITLE DATE 8/7/18 SCALE 1/8" - V-0" DESIGNER donna mcmahon DONNA @keinte rio-sol utions. (,om 3G3 -915-153e" -1 I (T) GARAGE = 5Q. FT. modifications & cost. Advise Owner and Drafter if framing modifications a necilmsary. (T) 5TRUGTURE = 5Q. FT. 8. Verify & coordinate exterior hardscape, landscape & irrigation systems wiLowner and landscape SHEET LOT SIZE: 5Q. FT drafter/architect when applicable. 9 piv. $o N 5TRUGTURE = % LOT COVERAGE THE PAPER SIZE NEEDS TO BE 24" x 36" TO SCALE PROPERLY wF60IT= www <L INTFRInll JTInNi� c.nM r.n.n THE PAPER SIZE NEEDS TO BE 24" x 36" TO SCALE PROPERLY ixr_woa sa:✓nax uaxx..®�ixr_waasaunoxs.ca, REVISION5 2 cn m 0 0 co LU � Lu w z A o V w 0 < w U-1 w z w z � � v Cl z � � � Q 06 z V o 0 W m 4 TITLE 15t FLR. DATE 8/'7/18 SCALE 1/4"=1'-0" DESIGNER donna mcmahon DONNA @keinteriorsoUions.com 3G3-915-1532 SHEET PROPOSED 15T PLAN SCALE: 4 �'T 114' " = 1'-� WESSITE 1^1W W.K=_I NT�RIORSOLUTIONS.GOM.GOM W07 NOV 5NOunioSMOI2l31NI3> MMM :31I593M 5;5 ":�,"s >��d 9>�ilH9i� asodo�d LESI-4lb-EOE wo' suognlosjoljayu1aj8 dNN04 uayewow euuop a3N91534 6UL18 31V4 '2114 lsl 31111 W m Q Qp 0 CN A 3 N > rn 0 cA z go o cn z _ � rn rn = > Z rn rn 3 rrnn Z d GN >- rn rn F n rn O ?a zD 0 O W W Till sxoisiAgN �� zw�unroeao�n=i�+���.r+ca nCLLmCS YOIb1Ni �I .�eaUM 10 (Qio IriII_af: Hl'd ?J315HW AIH3dOild 3WOS 01,.9C x ,.4Z 39 Ol S033N 3ZIS b3db'd 3Hl �191 :4:�0 9 -1-lVH H'DNOc4 I If j t ogenal° i OIJ-Vc4 (29N99N'DG E uolyenay n:fl_ 00 NOONNnS u ,)a9 i ,)a9 HO7 H0`J-sN011(I1052 oiN2 ;1NI3>'MMM :31Is93M 9 ' -»u"' 9'7 J.A3H5 ZES L 5 L b-EGE wm suollnIosjop4ula9@c VNNO4 uoyewvuw euuop b3N91534 3la�s 9UL19 31aa 6ugslxa 31111 9 n r w m Q (O V > > rn cA z go o cs� z M I > Z z A > n 3 rn z d C � rn rn ,_ rn QpO O W W SNOISIn3S uq�SNCLL C�5�N1N��NCG 00000' X 0� 7 AldadO8d 31VOS Ol ,S£ x „bZ 39 01 S033N 3ZIS H3dVd 3H1 L N°d'ld : SNOLLIV al a ,.Z/t 99 ..UL 9£Z „Z/t 94..UL bZ� ..Z/L 99 .,Z/L 92L ,.LS i „t5�� ,.UL 44„Ul bZ� ..EZ/L Z .,Ut 99 ..96 .,UL St�„bZ.,OE�„OE� .,OE�„ „Z/L 99 .,09 ..4lL 9E .,09 ,.ZA L9 „ A 94 ..ZlLZL .,Z/ L 99 „Z/ L 9EZ „Z/ L 96 „ZI L b2 G:3 Z:� (9S„GG)NNIS aAOG ' SQA"IaHS f'Qd Z NoNcjy No-uoa 51noiioN c ,.UL ZS9Z „9J1 v v ,.62 /LIE,91 .,EE ,A£ U b/£ EL L, we b .9LE L2 � r City of Wh6atR e COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:0r Lv\}-Permit # General Contractor: C0yM. Electrical Sub -Contractor Company Name: &Ag5 (ty' LI(Phone #: 72G 2_1 1350 State License #: P -C . 01 00A 7 Master #: VE - 06006,2q Wheat Ridge License #: 1 O 32 6 (required field) 10 -lZ- 1 Sign ture of Authorized A ' Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wheat Ridge Residential Sewer Repair PERMIT - 201801413 PERMIT NO: 201801413 ISSUED: 05/16/2018 JOB ADDRESS: 3880 Garland ST EXPIRES: 05/16/2019 JOB DESCRIPTION: Excavate & repair sewer service lie from cast iron up to 40 ft in property to include dual sweep cleanouts *** CONTACTS *** OWNER (303)281-3381 BLOCK ERICA SUB (720)312-9102 Manuel Guerrero 120127 Pipeline Solutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,150.00 FEES Total Valuation 0,00 Use Tax 45.15 Permit Fee 93.35 ** TOTAL ** 138.50 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** r, City of Wheat Ridge Residential Sewer Repair PERMIT - 201801413 PERMIT NO: 201801413 ISSUED: 05/16/2018 JOB ADDRESS: 3880 Garland ST EXPIRES: 05/16/2019 JOB DESCRIPTION: Excavate & repair sewer service lie from cast iron up to 40 ft in property to include dual sweep cleanouts I, b my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfpormed and that all_work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. .4 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, Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the orieginalpermit tee. 3. If this permit expires, anew 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 Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulatign of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building'Official ! Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of /^ W heat Ridge comm UNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2V1 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its0ki.wheatridge.co.us FOR OFFICE USE ONLY Date: I Plan/Permit # alo Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): ��.�,a� /.� v Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor: Y, n'" City of Wheat Ridge License M Phone: '71g2- o Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL [1 RESIDENTIAL 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. Commercial Projects Only: Occupancy Type: Sq. FULF Amps BTUs Squares ucle Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ,C OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (A RFPRESENTA TIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: / �.�hr1P 1 /�?osk iI� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 73 i CITY OF WHEAT RIDGE _1�9�Building Inspection'Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a c I - Se we r L) r, n) _ f'x 4 4 -Job Address: 3 8 S 0 54 - Permit Number: 0 /,g o i [-i 1 � v ❑ No one available for inspection: Time 2-0 = W7 AM P�I Re -Inspection required: Yes ' O. When corrections have been made, call for re -inspection at 303 -234 - Date: T.4 / S Inspector: T6 DO NOT REMOVE THIS NOTICE ►'M - City of Wheat Ridge Residential Roofing PERMIT - 201/0, :29 PERMIT NO: 201705829 ISSUED: 08/09/2017 JOB ADDRESS: 3880 Garland ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 37 sq. *** CONTACTS *** OWNER (720)891-2005 DUNIVANT ROBERT T SUB (303)777-0333 Ron Tutton 021585 Homestreet Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,700.00 FEES Total Valuation 0.00 Use Tax 224.70 Permit Fee 220.15 ** TOTAL ** 444.85 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. c9617os�� ;&9-0 C7nn.1r�j9 s1 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Concrete Encased Ground (CEG) _ Foundation / P.E. Letter 57 Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. _ Mid -Roof 57 T '� Lath / Wall Tie Final Plumbing Rough Electric' Final Mechanical Rough Plumbing/Gas Line Roof Rough Mechanical Final Building Rough Framing 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. Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather a City of Wheat Ridge Residential Roofing PERMIT - 201705829 PERMIT NO: 201705829 ISSUED: 08/09/2017 JOB ADDRESS: 3880 Garland ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 37 sq. *** CONTACTS *** OWNER (720)891-2005 DUNIVANT ROBERT T SUB (303)777-0333 Ron Tutton 021585 Homestreet Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,700.00 FEES Total Valuation 0.00 Use Tax 224.70 Permit Fee 220.15 ** TOTAL ** 444.85 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705829 PERMIT NO: 201705829 ISSUED: 08/09/2017 JOB ADDRESS: 3880 Garland ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 37 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all apgIicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property anm authorized toobtain thisthis permitIfurther attestthat Iam llyauthorized toncludealperformed and thatallwork tobe pemed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of _tbr QQbief 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 6. The issuFance grantng of a it shall t ed to be a permit for, or an approval of, any violation of any provision of any applicabler i c or r Q oft} ' Approval of work is subject to field inspection. C Tu �! 7 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 9797 E. EA5TER AVE. 55UIT E A v EtITENN1, GO 80112 PH. 303-777-0333 FAX 303-649-2194 BBBHomeStreetMrms� Crn.n M.vo Ora ROOFING, INC. "Find us at Troubleshooter.com on Tom Martino's exclusive referral list" NAME \� I�- E-MAIL ADDRESS STREET - DATE -- CIT—Y---.. -� ESTIMATOR --- PHONE APPROXIMATE DATE OF SERVICE We Propose To furnish material and labor complete in accordancewith specifics ' ns below for the sum oL ori fC �YC1�i`!�, Payment to be made as follows: ----------7 down —_ balance upon completion of work. SPECIFICATIONS FOR LABOR AND MATERIAL (. TERMS AND CONDITIONS (pleas�ad carefully) J Recover roof with J Tear off J Install felt _ J Style of shingles J Color of shingle'_ J New Valleys.__Y J Ridge J Galvanize -Nails or Staples I Replace plumbing jacksi�� J Paint roof stacks— J Install _—:- R: Metal edging J Turbine vknfs J Tar and gravel J __. �' Year guarantee on labor _J HomeStreet Roofing, Inc. to furnish all material and labor J Permit furnished by HomeStreet Roofing, Inc. Clean-up & haul off all trash from roof _J Roll yard with magnetic roller Gutters cleaned of roofing debris .J Extra work HomeStreet Roofing, Inc. will hold intrust any payment from the property owner until the contractor has delivered the roofing materials to the jobsite or has performed a majority of the roofing work on the property. INSURANCE ALLOWANCE AGREEMENT Uwe agree to retain HomeStreet Roofing, Inc. to replace and/or repair the roof on the property aforementioned, contingent upon HomeStreet Roofing, Inc. obtaining my insurance company's approval and payment to have said work done. It is understood and agreed that HomeStreet Roofing, Inc. is to contact my insurance carrier and meetwith their representative in order to discuss the repair or replacement work to be done to the property. Upon insurance � Crier's and HomeStreet Rooling, Inc. agreement to the extent of the damages and cost of fixing them, HomeStreet Roofing, Inc. may begin to work on said property. HOMEOWNER'S OUT-OF-POCKET EXPENSE WILL NOT EXCEED HOMEOWNER'S INSURANCE POLICY DEDUCTIBLE FOR WORK AGREED UPON BETWEEN THE INSURANCE CARRIER AND HOMESTREET Roofing, Inc. Homeowner also agrees to provide all necessary documentation for claim (also providing all pertinent documentation to facilitate payment from titlsurance carrier and/or Mortgage Company,) HomeStreet Roofing, Inc. reserves the right to file for settlement claim due to material or labor increases due to a storm environment or insurance measurements are proven to be incorrect. All material is guaranteed to be specified. All work is to be completed in a workman- like manner according to standard practices. Homeowners hereby acknowledge that HomeStreet Roofing, Inc. may be spbject to delays occasioned to inclement weather, labor disputes. material shortages and/or insurance carrier delays which are beyond the control of HomeStreet Roofing, Inc, and hereby accepts any delays occasioned by one or all of these circumstances in the installation of your roof. Homeowner grants full access to the entire property for staging and execution of work unless otherwise agreed. Alteration or deviations from the above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. Also, HomeStreet Roofing, Inc. reserves the right to file for supplement claim due to material or labor price increases due to the storm environment or if insurance measurements are proven to be incorrect. Labor and material warranty covers siding. Homeowner to carry fire, tornado and all necessary insurances. HomeStreet Roofing. Inc. will not be responsible for any compression or decompression of the home that may result in wails or floors cracking. An extra charge will result, if any siding, stucco or brick removal is needed for proper installation of roof flashing or gutter replacement. We will not be responsible for damages to thesis materials, if fnalerials need be replaced. Insurance Company: t�, t- �� F- l ✓t c- _______ ll r ' Policy No.#: --- �ti4_1 -}� k �4- 15 L_ --- -- . Date: I Claim No.#: it 1f_,) - 1A- 5 t-�- Signature: ti - n;, , Lzlrs, bt,, t � ✓w. �_------ - Date:------�---_------- ACCEPTANCE OF PROPOSAL You have the right to rescind this contract and obtain a full refund of any deposit within 72 hours after entering into the contract. If you plan to use the proceeds of a property insurance claim to pay for the roofing work you may rescind this contract within 72 hours after you recieve notice from the insurer thattheclaim hasbeendenied inwholeorin part. Homestreet Roofing cannot pay, waive, or rebate the homearm's insurance deductible in part or in whole. Cancellations occurring after the third d y will incur a charge of 20 percent of the full contract amount or irnsrr �uclfai/�n.,aiount, whichever is applicable. Sian h a l P_ OUR SURETY & LIABILITY INSURER: David Leigh DBA 4 Corners Insurance Service 1657 Ensenada Way, Aurora, CO 80011 Ph: 72.0-984-2471, Fax: 303-223-3350 if Signature _ !s��d'_JL _ Ci Signature Dan Schultz 5�12ZTd From: no-reply@ci.wheatridge.co.us Sent: Friday, August 4, 2017 12:11 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane 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 mw residential roof? ( � / m V x-- How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3880 GARLAND ST. pv Property Owner Name ROBERT DUNIVANT N• Property Owner Phone 720-891-2005 Number Property Owner Email Field not completed. Address 1 4 4�4- FA�-_ Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business HOMESTREET ROOFING INC. Name Contractor's License 021585 Number (for the City of Wheat Ridge) Contractor Phone 303-777-0333 Number Contractor Email Address RONTUTTON@MSN.COM Retype Contractor Email RONTUTTON@MSN.COM Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing O/C DURATION Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 37 material selected above? Does any portion of the / No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 37 (pitched + flat) of all z roofing material for this proj ect Provide additional detail HOUSE here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 10700 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant RON TUTTON Email not displaying correctly? View it in your browser. 3 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: _ /Li T - Job Address:,C; Permit Number: ❑ No one available for inspection: Time /PM Re -Inspection required: Yes q When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector 1 DO NOT REMOVE THIS NOTICE amp UAM:4661" Permit#:20120201 Issued: 02/27/2012 • *. «• This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and ♦ property described below, does comply with the Wheat Ridge Building Code and development standards • the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: Robert Dunivant 38•0 GARLAND ST WHEAT RIDGE CO 80033-4209 Property Address:. Property Ow (please pfin ): w �. c � ' — M Address (if different than property address) 0T`? Review at time of submittal): Squares TU's Gsiion Amps q Ft. CD CD CL 0 FFppm� w F co 0 a 0 w i e s.+ CA j u. [ g* a { s` *Y �� �� ,.� w �M�.. �� �� �� INSPECTION RECORD !77�t `VINSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site ry Call by 3:00 PM to receive inspection the following business day. �y INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB �LVl1GCC k FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons 3. . Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines FINALS Electrical Plumbing 3. . Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ❑ No one available for inspection: Time A Re- lnsnectibn required' Yes lNn e' _ Inspecto OT REMOVE THIS NOTICE y � r °- ` fjY e "u-t. Vr 4.'~i G/Y! �jP C ° P I1�tiCJ big �YPP 1� /NfC. ), e= 1 (� >��`., " /�E °r' {'� :IJ�tiil jLiOv l'< ?d ".'.: t,•Y'�[k iFif ,,, ❑`No one available for inspection: Time ! AW , Re- Inspection required: Yes No *When corrections have been made, cal�i{�t re- sp on - at 303-234-5933 / �fJ ) e- Date: F Inspector: DO NOT REMOVE' THIS NOTICE City of Wheat Ridge r40 00 r, Residential Plumbing PERMIT - 110185 PERMIT NO: 110185 ISSUED: 02/28/2011 JOB ADDRESS: 3880 GARLAND ST EXPIRES: 02/28/2012 DESCRIPTION: Install tankless water heater and HE furnace * ** CONTACTS * ** owner 303/420 -8684 Chris Dunivant gC 303/592 -9999 Aaron Smith 11 -0043 Platte River Home Services ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0804 BLOCK /LOT #: 0/ ** FEE SUMMARY ** Investigative Fees Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 188.45 188.45 .00 157.48 534.38 8,749.00 Conditions: Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this doc and/or it ccompanyr approved plans and specifications. Signature qY OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 appl "ca code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Sul ing 6ifical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1y0 �� ll heat �C ge Date: Z -°` COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division Permit # 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Pr ertyAddress? 5 oy P:P- 5z —, . 3Q3 J Property Owner (please print): cl,-, s 1) o A Iya` lA Phone: r ` 1 - Mailing Address: (if different than property address) Address: City, State, Zip: Contractors City License #: Phone: Sub Contrac Electrical: Plumbing: Mechanical: City License # City License # City License # Contra ilue Descrtptton�of work: i.�sTac�,�� - fa,J �'," T k [mss 4 fk7E/� Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that enti on this application. CIRCLE ONE: (OWNER) �(C or AUTHOR ED REPRESENTATIVE ER) ONTRACTOR) PRINT NAME: SIGNATURE: °'sue DAT — �° �ZONI r E r�BUILI n PU61 FIRE' ti Ni r: t a � �. a� c r�t" � ' � �ANC•Y, r : Bldg Valuation:$ 02128/2011 15:07 3032239156 PLATTE RIVER KITCHEN t P latte R iver Home Services Chris Dunivant 3880 Garland St. Wheat Ridge, CO 80033 303 - 420 -8684 • Plumbing • Electrical • Heating and Cooling • Professional Remodeling "Furnace & Tankless /Hybrid Water Heater Install" PAGE 04/05 Remove and recycle old furnace and water heater in the basement. Install new tankless or hybrid water heater in the crawl space, Install new gas supply, hot and cold water supply, electrical to power unit and Install new sediment filter on the inlet side of the unit. Install new PVC venting from the unit to the outside of home with stainless steel termination kit. Price includes all materials and labor. Inspections and permits included. Eternal Hybrid water heater with 20 year parts and labor guarantee and 20 annual tune -ups Total $5,672.00 Noritz Model 842 condensing unit 12 year parts and labor guarantee with 12 annual tune -ups Total $5,289.00 Install new 95% furnace in place of the old furnace. Relocate the plenum and the cold air return duct so that the new unit will sit as close as possible to the foundation. Relocate gas line to the dryer and the furnace. Install new venting from the furnace to the outside of home. Install new cold air return vent in the hallway. Install new digital thermostat Price includes all materials and labor. Includes inspections and permits, Goodman .Furnace 120,000 BTU 95% 10 year parts and labor guarantee Total $4,049.00 Total Package price for furnace and Eternal Hybrid Water Heater Total $8,749.00 Total Package price for furnace and Noritz Tankless Water heater Total $8,404.00 2505 W. 8` Ave • Denver, CO 80204 a 303 - 529 -9999 , "" f~-..""oi~,~,,- ",. "'"~-, ..,. ,^"""J_,~,,~,_ . ~.+ ,,' - ",,,-,.. "'''''''-. ...~..,."."."~",.,.",,,,...,.,,.,,,.,,,.,,,.,,,_.,,~..,....,,,,,,!.~...~ ...~,."""lI!!ll . . DEP:U~~~TI:G~'tT~~~Ng_~=P<,~~~~~::5ENT Building Permit Number: 95-2388 CITY OF WHEAT11DGE . rn/c.:."'iD)::?oo Date: 12/13/95 =EA~:~:l~~V::2~~ ~:zt!!- , I , ! Property Owner: DUNIVANt ROBERT T Property Addrellll: 3880 GAR~D ST Contractor License No. : Company: Phone: 420-8684 Phone: OWNERlCONTRACTOR SIGNATURE OF UNDE~STANDING AND AGREEMENT I hereby certifY .th81 the sellIa!:k ~ propooedmpermlt lIll\lIIca!IOI1 are accurate, and dl) not viOlllle 8/lIllIcallIe Oldlna-.. ' rutea or "'9 of the Clly of Wheat RIdge or covenanta, eaaemeids or reslIIdlorlaol record; thai aD rementa ahl)wn, and allegationa I11ade ... accurate; IIMIlI ...... 1Il\I. .... \0 abide .D c:ondlllons orintad on thla appbtloll. andllult I ..........f\lI for ante with the Wheat RIdge Building COde (U.B.C.) and all oIher ilPPJk:abIe~ oR! nancea, for work under thIS permit. (OWNER)(CONTRACTOR) SlGNEOl<~ t-r.~" ",~J)ATE Construction Value : Permit Fee : Plan Revi_ Fee : UseTax: Total: $1,000.00 $25.00 $0.00 $25.00 $50.00 Description : COVERED PATIO & RERPOF , , BUI~DING DEPARTMENT USE ONLY Approval: Occupancy : Walls: Roof: Stories: Residentia( Units : Expiration Data : Approval: . Plu ing License No : ComPany: ! i Expirrtion Date : App~l: . Mechanical License No : Company: Electrical License No : Company: Expiration Date : Approval: . (1) !5'=~tf~ o-:::':Z=~:flI:ct~ _oflheStalaofCOllndoandtolheZanlng : =<<="':~bo8al"':!'=~llhe=:::~_or(B):==:::::~lhe orIgInliIplanallld .,,~.u:;;;"ihd lII1YzliOn abondonmonthalnot_ ....(1)~. w=.... _orllUSpon%nor__ =r(11::.l....1~wIII.:..": __of__adl8lnago~ l;l COntroCIor::"riOlIIYlhe' I_twenty . (:z.4) houri In _lor oR fnspec:tiona and _ ____ 00 InopodIonCllltl_ 'CUldllllOwIIt-.. ' ~""ofthejob. (8) . ~ ofl pejmIIorlhe __ of_nga 1pecillcI1to...1ha11 not be_ to be a ponnIIlor, nor an __ 01,." violation oflhe pnMsIona oflhellulldllv~_or=any_ordInance'I8w'rU1e I 1811-. ~ i Chief .' In$ . I THIS PERMIT VALID ONL ylWHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-f!933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Property Owner: !?o);erf DL{N;V~NT Property Address: 3 g 70 G/t r LA IV'd sr Contractor License No, Company: Phone: 4.:<tJ - gt,g~ Phone: 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 aU measurements shown, and allegatIons made are accurate; that I have read and 8Qree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permIt. (OWNER)(CONTRACTOR) SIGNED ~-;c:"/.Cjt . ~ A~: -b TE J;).. ~ h ~ / I Description: Co V e reti. ' P A: f; \0 '1;' R e j-o " f- Construction Value ~ 0 Permit Fee: Use Tax: c?0C) ;;2..6 :?-j Total: ..If S7), ,.t' BUILDING DEPARTMENT USE ONLY Approval : ~/ Zoning : ~-I Approval: ~l . ! ~J~," ~llwJ L . Approval: Occupancy: Walls: Root: Stories: Residential Units: Electrical license No : Company Plumomg license No Company: Mechanical license No : Company: Expiration Date: Approval: ..J pransR!{q!l!r8d.T,1 Expiration Date: Approval: ...J prahs Required J Expiration Date: Approval: ;J , P!I!J$J'Dql/h.al (1) (2) (3) ThiS permIt was ISSUed In accordance With the proVISions set forth In yopur application and IS Subject to the laws of the State of Colorado and to the Zoning Regulations and BUilding Code of lNheat Ridge. ColoradO or any other applicable ordinances of the City This permit shall expIre If (A) the work aulhOnzed 1$ not commenced wlthm SIXty (60l days from Issue date or (B) the bUilding authorized IS suspended or abandoned tor a period of 120 days. If thIS permit expires, a new permit may be acquired for a fee of one.half the amount normally reqUired. provided no changes have been or will be made in the ongmal plans and specifications and any suspension or abandonment has not exceeded one (') year. If changes are made or If suspension or abandonment exceeds one (1) year. full fees shall be pala for a new permIt No worK of any manner shalt be done thai Wilt change tne natural flow of water causmg a drainage problem Contra~r shaH notIfy the BUilding Inspector twenty-four (24) hours In advance tor all Inspections and shall receIVe wntten approval on Inspection card before proceeditng With successive phases of the Job. T",e ISS 'nce7tf permit or the app oval at draWings ana specifications shalt not be con, struea to be a permIt for, nor an approval at, any ViolatIon ot the provIsions of the Ildlng des or any other rdlnance. law, rule or regulation, " , l . "-. cL A:Ud;wk-c~d C let Building Inspector ' For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (4) (5) (6) fl.oherT D/.(N;vA,...n- 355 gCJ Gt4rL;r"v,;( S-r- '::fAe.-,4-( R.!~~) Ct:> 8""033 r;;Zo-g~'illf 1- ~ " .,. '" ..;: '+ , . o ! "- .i 'Gt .' .', ~: .l<_l I 'J~'l I "f,I,:.r *" r Ii , ! i J ";1 :.~~~\ -I '-t \/ V ,. "j"" . .'.'.... .t.t. "./~.l:; ,':{',~;' ,:".-,," ) , ,'" ~ ," .' f' I I , , A I ! > ,'. "'> . "t " 1 .' "ll(f.J ",]i ;,,: v' ~- , 'f'J,I' . ~ ! . il j II; .. ,,;11 Ii ) ,'j , ... ,i I -< II I .., ri I l' 1 I ~ 1 l ---r ' ! I' ,j' I ~. '. . ~ . 'I I, , ~ I Ii i I ;; I " l +; il I .~~ :11 H I , . '.:'!i . / I I I I I. I i .\" I~ I I ;,:: I' " il -41:. :!' '-l :!! 'I I -:; 1 ,I j 1 i i · I I '. 'I i Ii I _..J, il 1~ I~ I I I ~ i ~ .i -" '!.t ff., I I i , I Iv mm7 i ;[ 1i J -L-, i 'I I J' " I L__~L__.L______.__.J <: .. ,/.1. Ii- F r ~ -~I - 1~/O ~ru I~" C~ ~ ~x ~"l( ;/'~.=--'~--"'j"j A ,:" ~~~=--.=-~= -F:=~==- i Ii ~ I! I I i I U ~~~: ^i~;::~ ~:<. ,I (.,'1 , , i~41~". ! i 1 ""\',:1- '~':I'~' ~;<: ~<: !i.' 3.', ~'..' <l:',\-: ~~,~.': .p:':\ ?"~h ....,:. .~: ~'" I.t.~. :, i Metropolitan Appraisers Inc. "01'1;:1':' J\.C('Ol.D1NO '1'0 cm.o"...no LlIIf VOU HUST COMMENCf: MIY LEO"". "corlott' tl"SEI) \.II'UN ^".~ pr.n:cl' IU "IIIS iMI"'OV!::H.;"T U>l,:^','ION Ct:II','U'1('It.'j"t: Wt'I'IIlN "IIIIt:1 Vr.l\ll::l M'T!::II YOU n"~'I' UUlCOYI::M Iwell 1I1::"t:I,;'I', IN flO EVt:rl'l'. MAY ANY ACTION DASlm UI'OI' J\.NY ur.n:CT HI TillS UU'UOVI::HP;N'I' !.C>CA'fIl)H CI::IITlI"ICATE' ut: ':OHHUICt:1J MuM: TIlA" Tt:N YE"HS i'HOH 1"n: PM'!:: Ot' Tlla Ct;ttTlrJCATIOH mlUWN 111.;111:0". 9725 Easl Hampden Avenue. .310 Do" I"'. CO 80231 303.755-6766 FAX 303-695-7932 All Easements per Recorded Plat unless otherwise noted. JOB NO: BORROWER: Gl\l{ - 3880 Dunivant I MPROVEMENT LOCATION CERTIFICATE Note to User: Thl. document Is 'ot title Insurance purpolles only Bnd ,_ lhe product of . .lIe Ir.spectlon. Deed line ewldeuce not supported by found property cor. ne, m.,ker. was based on analytical correlation of public Improvenlenh and linn 0' occupation. An adual Propnty Survey Is recommeded II a.ad locations 0' Improvements and deed lines are rellulred. Fo.JD h.. LtI . .' '-tI .. ~ \f) 0 """ ""'" ~ 0 - oj " ;5 I::) CO? " ~ : "{ - \') ADDRESS: 3880 Garland Street 1R.l>-'c".....T'C>.J D'T<:..>-I (PE.!'<. H-AT) (fJ", S...,...F....,.e. E.v,t:>~) \40' --IDII t=o-"'E... .j SH~:O W....LI<.. 10.2-' .... '.\.... .' . "" 7" tf\ \\.s' Q <n ~.3880 ..r '" 2<p.~' \ ~Tol!..-( BR.IC-I( 12E'5. r- ,.; N 11.4' 23." J BfZ.lc.t<. ~ PATIO 8 ~ o '" S~.5' loTto FE.~ (T....pI CA\..) .+1 2 \40' DESCRIPTION: (Per Lender) Lot Six (6) of RA-MAR SUBDIVISION, County of JEFFERSON, State of COLORADO. . CERTIFICATION. I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR: A. M. MORTGAGE THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I IlEREBY CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON 2/28/1994 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITH- IN TilE BOUNDAHIES OF TilE PARCEl., EXCEPT AS SIIOWN, TIIAT TIIERE ARE NO VISIBLE ENCROACIIMENTS ON TilE DESCRIBED PREMISES, EXCEPT AS INDICATED, AND TIIERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTErl. I FURTIIP.R CER'!'T FY TIIA'!' TilE PROPERTY DESCRIBED HEREON ( ) IS (X~ IS NOT WITIIIN A FLOOD IIAZARD BOUNDARY IN ACCORDANCE WITIl THE CURRENT II. U. D. FLOOD INSURANCE RATE MAP DATED 2/4/1988 BEARING COMMUN- ITY PANEL NUMBER 085079 0005 C. THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCIl TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD NOT SHOWN ON THE RECORDED PLAT. LEGEND Re. UE eE DE en D-1 Frm Blk O.k Con AsP Fig Gvl Pal P 5 Ch oW Residence UtilltV Easement Cas Easement Dralnal!:o Easement Caral!:a Driveway Frame Block Brick Concrete Asphalt Flagstone Gravel Patio Porch stoop Chlnmey II;IY Window OH AC Wlk Sty L_I Roh 510 Stb Met CL Ene 1: W. YL Fnd + o . Overhang Air Conditioner Walk Story level Ranch Sloraa:e Stahle Metal Clothes Line Encroachment Plus or Minus WelltWater) Yard lh:ht Found Chiseled Cross Tag or Plug, Pin, Rebar ur "IJt~ ,\,\(;;\\\\\\llllllllll''.'"", ,~~,' ,;>-\)O REGI\", 1/, ~~~.........eL I{ ;.<:., :~<2f..'Jo.~ W. f</..')<-,;<c ~::2:~ ....~~ {fle. (...'~:. -::: - ~- . .,' ::;:: . . := : :u-.-- :=. 123"6 .C --<l. .. .,,-' ~~~ :c.,:.~ --;::::- .s.... . ~ ~ -::c.> (,... ~./~- .:..~ ::.. J~ -.. ..e.-,).~...~ ..,>:tfIO ........",.-r-) -:')\-:~ or Ma.k "'(,...,N,q L ,-,,~\..,., ,. ' or --~