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HomeMy WebLinkAbout4077 Everett Streeti CITY OF WHEAT RIDGE -QW, Building Inspection Division (/ (303) 235-2855 Office Inspection Type: Job Address: Permit Number: a o one available for inspection: Re -Inspection required, - Yes No When corrections have been m-'dPa:ichec Time _ 1 ',AM/PM f online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:' ❑ No one available for inspection: Time/ Re -Inspection required:s No When corrections have been made, schbdule for r httpJ/www. ci. wheatridge. co. uslinspectior; Dt . Inspecto : l M at: 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202002331 PERMIT NO: 202002331 ISSUED: 11/17/2020 JOB ADDRESS: 4077 Everett St EXPIRES: 11/17/2021 JOB DESCRIPTION: Installing roof mount, flush mount, grid -tied 8.82 kW solar PV 8.82, 28 panels on roof. *** CONTACTS *** OWNER (3 0 3) 5 6 3- 9 9 8 5 SHUMWAY JACOB 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#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,758.00 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1* ► � i City of Wheat Ridge '/� Residential Solar PERMIT - 202002331 PERMIT NO: 202002331 ISSUED: 11/17/2020 JOB ADDRESS: 4077 Everett St EXPIRES: 11/17/2021 JOB DESCRIPTION: Installing roof mount, flush mount, grid -tied 8.82 kW solar PV 8.82, 28 panels on roof. *** CONTACTS *** OWNER (3 0 3) 5 6 3- 9 9 8 5 SHUMWAY JACOB 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#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,758.00 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Tuesday, November 10, 2020 9:48:14 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 4077 Everett St Property Owner Name Jacob Shumway Property Owner Phone 303-563-9985 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email 4077 Everett St Address Attach City of Wheat Electronic Payment Form 4077 Everett St Shumwa Ridge Electronic Jacob ReVA.Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Sunrun Installation Services Inc Name Wheat Ridge 070159 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Scope of Work KW # of Panels Location of Panels Structural required Upload engineer letter or pages on 8 1/2" x 11" only Solar Installation Plan Set on 11'x17" only. Project Value (contract value or cost of ALL materials and labor) 720-537-0235 thomas.brook@sunrun.com thomas. brook@sunrun.com Roof mount, flush mount, grid -tied 8.82 MN solar PV 8.82 28 Roof No PE Documents 4077 Everett St Shumway. Jacob Rev A.odf PV Plans 4077 Everett St Shumway. Jacob Rev A.odf 16758 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. City of / W heat 'gle COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 4077 Everett St. General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: Thames Electric Co. Inc. Contact Phone #•720-937-2028 Wheat Ridge Contractor License #: 19660 (required field) State License #: EC 1797 Master License #: ME. 600462 Joseph Thames Printed Name of Authorized Agent 11/20/2020 Signature of Authorized Agent Date DocuSign Envelope ID: B35A2565-276C-49C1-9746-51 B37F1 E07AC October 29, 2020 Astrav.1.22 sunrun CAT 2 apo0 cICF Subject : Structural Certification for Proposed Residential Solar Installation. ��.••''A'•'••.,ysF ,o�, Job Number: 501 R-077SHUM; Rev A i ZZ Client: Jacob Shumway 49349 Address: 4077 Everett St, Wheat Ridge, CO, 80033 DocuSigned b �� 4.- 40 L+�•...••• sS/OVAL E.N Attn: To Whom It May Concern 3486735A926F6e1iy Signed on: 10/29/2020 A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Sunrun. Structural evaluation was based on the site observations and the design criteria listed below. Design Criteria: • 2018 IRC/IBC/IEBC, 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 adopted/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 to meet and/or exceed all requirements set forth by the referenced codes for loading. Results Summary (Hardware Check Includes Uplift Check on Attachments/Fastener, Structure Check Considers Main Structure) Orientation Attachment Spacing/Cantilever Configuration Governing Result DCR AR -01 Landscape Portrait 72/18 43/18 Staggered Staggered 76% Pass 81% Pass Roofing Material Pitch Structure Check Metal 400 Pass Orientation Attachment Spacing/Cantilever Configuration Governing Result DCR AR -02 Landscape Portrait 72/18 48/16 Staggered Staggered 56% Pass 56% Pass Roofing Material Pitch Structure Check Comp Shingle 190 Pass 225 Bush St. Suite 1400 San Francisco, CA 94104 1 P (949)383-0993 Cft of 1 REE TWINPEAK 2 MONO SERIES PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE REC TwnPeak2 Mono Senes solar panelsfea[um an Innovative design with high panel efficiency and poweroutput, enablingcustomerstogetthe most oumf the space used forthe Installation. Combined with industry leadingproduct quality and the reliability of a strong and established European brand, REC TwmPeak 2 Mono panels are Ideal for residential and commeraal rooftopsworldmnde. NOW WITNNEW O FPID REE REE TWINPEAK 2 MONO SERIES 1 f.75+1 5 rf.5 94+0 11 �-4J[1.,] Measurements in mm [in] EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY F Cell type: 120 half -cut mono -Si p -type PERC cells 6 strings of 20 cells in series Glass: 28 [1.11 910 [35.81 382.5 [15.051 a nti-reflection surface treatment Backsheet: Highly res istant polyester ................... ............................................................._300................._305.................._31.�...................315............... Watt Class Sorting - (W) ❑ jjj ]000 [391 + Frame: ■ Junction box: 3 -part, 3 bypass diodes, I P67 rated 0 11±Q2 in accordancewith IEC 62790 33.3 33.5 33.7 [0.43±0.8] Resign load(+):snow 3600 Pa (367 kg/m')' ........ ........ ......... .......................................... Nominal PowerCurrent IMpp(A) ......... 910 ..___.... .....__ .___... __..... ......... ..... .... 917 926 936 20.5±0.5 test load (+): 5400 Pa (550 kg/m�)" [0.78±0.08] 1200 [471 - 39.5 39.7 39.8 39.9 40.0 �-4J[1.,] Measurements in mm [in] EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY F Cell type: 120 half -cut mono -Si p -type PERC cells 6 strings of 20 cells in series Glass: 3.2 mm solar glass with a nti-reflection surface treatment Backsheet: Highly res istant polyester ................... ............................................................._300................._305.................._31.�...................315............... Watt Class Sorting - (W) polyolefin construction Frame: Anodized aluminum Junction box: 3 -part, 3 bypass diodes, I P67 rated Nominal Power Voltage-VMpp(V) in accordancewith IEC 62790 Cable: 4mms solar cable, 1.0 m+1.2m Ina ccordancewith EN 50618 [151 onnectors: Staub [I MC4 PV-KBT4/PV-KST4(4mm2) In accordancewith IEC 62852, IP68 on lywhen connected Origin: Made in Singapore Nominal Power .PMee.�WP) 320 Operational temperature: -40...+85°C ................... ............................................................._300................._305.................._31.�...................315............... Watt Class Sorting - (W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 11LAaximum system voltage: 1000V Nominal Power Voltage-VMpp(V) 33.0 33.3 33.5 33.7 33.9 Resign load(+):snow 3600 Pa (367 kg/m')' ........ ........ ......... .......................................... Nominal PowerCurrent IMpp(A) ......... 910 ..___.... .....__ .___... __..... ......... ..... .... 917 926 936 ............... 9.45aximum test load (+): 5400 Pa (550 kg/m�)" .............................................................................................................................................................................................................................. Open Circuit Voltage-Voc(V) 39.5 39.7 39.8 39.9 40.0 Design load( -):wind 163kg/m2(1600 Pa)' ..._...._...._...._......................................_............_......_......_......_....._......_......_......_....._......_......_......_......_......_....._......_......_......._........_. Short Circuit Current -Isc(A) 9.80 9.90 10.05 10.17 Maximum test load (-): 244 kg/m'(2400 Pa).: ...............................................................................................................9:70 P anel Efficiency(%) ...................1......................1................................................. 18.0 18. 8.3 8. 18.6 18.9 19.2 Max series fuse rating: 25A Values at standa rdtest con dltlons(STC:air mass AM1.5,Ira dian ce 1000 W/m', temperature 25°C),based on a production spread with a ax reverse current: 25A tolerance ofV c&Ix±3% within one watt class. At a low irradiance of 200 W/m°atleast 9596 of the STC modu Is efficiency will be achieved. ' Ca lc ul ated a sing a s afety factor of l.5 'Where xxx In dIcates the nominal power class (PM..J at STC Indicated above. "'See Installation manual for mounting Instructions LDATA@NMC' Nominal Power- P (Wp) Product 224 code: RECxxxTP2M 228 232 236 240 Nominal Module Operating Temperature: 4,1 Nominal Power Voltage-VMpp(V) 30.5 30.8 31.0 31.2 31.4 I.Te mperature coefficient of PMpp: -0.37%/°C Nominal Power Current-INpp(A)............................................ ..................................... ............ ...... 7.35............ .................... 7.41.........................................7.48....7.56__...... .................... ................. 7.64 ............. - mperature coefficient of Voc: -0.28%/°C Open Circuit Voltage-Voc(V) ................... .. .. .. ,36.5 .......... 36.7 36.8 36.9 ... ... ... ... ... .... ... ... ... ... 37.0 .... e mperature coefficient of l zc: 0.04%/°0 Short Circuit Current -Icc(A) 7.84 7.92 8.00 8.12 8.22 "The tem per arm coefficlents stated are linear values gtem per ature(NMOT:air mass AM 1. 5, Irradiance Noun inalmodule ones 800 W/m;temperature 20'C, win dspeed 1m/s). then "Wherexxx lndlcatesthe ominalpower lass (PMp,) at STC indicated above. SPm ♦ / [♦ 20yearproductwarranty 25 Dimensions 1675x997x38mm C yearCmear power output warranty ea: 1.67m2 C usMax. IE C 612151 EC 61730& UL 1703; IE C 62804(P ID) perform an ce degression of0796 p.a.from 975%in yearl kre i ht: 18.5kIEC62716(Ammon la Reslstan ce), IEC 61701(SaItM14Le✓el 6[ Seew arranty co n dltlo n sfor m ch er d etall s.g g 150 9001:2015,15014001:2004, OHSAS 18001:2007 takeomay take -e-way WEEE-compliant recycling scheme Founded in Norway in 1996, REC isa lead'mgvertica lly'm tegrated solar energy company. Through integrated man ufactu ringfrom silicon to wafers, cell= high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean energy. REC's renowned product quality 1 supported by the lowestwara my claims rate in the'mdustry. REC !as Blu estar Elkem compa nywith h eadquarters'm N orwayan it operation [headquarter in Singapore. REC employs around 2,000 peopleworldwide,producingl.56W of solar panels annually. Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ7and IQ 7+ Microinverters 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 EnlightenTImonitoring 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, lighter two -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. nE 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 290 VA Power Line Communication (PLC) 240 V / 208 V / 240 V / 208V / 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 1.0 1.0 Power factor (adjustable) 0.85 leading... 0.85 lagging 0.85 leading... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range Relative humidity range Connector type (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 runs '//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 v OO 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 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 City of v t 11.5.ZaZa 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, NEMA type 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 production) 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 002019 Enphase Energy- All rights reserved- Al l trademarks or brands In this document are registered by their respective owner 2019-05-31 `� )ocuslgn Envelope IF Ev5A2565 275C49c1974651 EDGY SPERO SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TAB LE OF CONTENTS PAGE DESCRIPTION • SYSTEM SIZE. 8820W DC, 6720W AC • ALL WORK SHALL COM PLY WITH 2O 181 RC/IBC/I EBD, M U N I Cl PAL CODE, AN O ALL SOLAR MODU LES -MODULES (28) REC SOLAR REC315TP2M MAN U FACTURERS LI STI N GS AN O I N STALLATI ON I NSTRUCTI ON S. SE SERVICE ENTRANCE RAIL PV -10 COVER SHEET • INVERTERS (28) ENPHASE ENERGY. 107 -60 -2 -US • PHOTOVOLTAIC SYSTEM WILL COMPLY WTH NEC 2020. PV -20 SITE PLAIN • RACKING SNAPNRACK SERIES UR40, ULTRA RAIL STANDARD BASE SEAM CLAMP. SEE UR40 PEN -004,ULTRA • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WTH NEC 2020. MP MAIN PANEL PV -30 LAYOUT RAI LSPEE SEAL F OOT, SEE DRAW N G SN A ROY 0438 PV -3.1A MOUNTING DETAIL • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY STANDOFFS & GROTH DED I N TH E I DAPPLER. SYSTEM COM PIT ES WITH 80035. SP SUB PANEL FOOTINGS PV -31B MOUNTING DETAIL PV 4 0 ELECTRICAL Qty f •MODULES CONFORM TO ARE IT UNDER UL 1703. �venvu PV -50 SIGNAGE COMM I]tv PV LOAD CENTER ® CHIMNEY / uwmeNr •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. APPROVED • RACKING CONFORMS TO AND IS U STED UNDER UL 2703. SM SUNRUN METER ATTIC VENT RevleweEfar Catle QiypAIaaee • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, ORTYPEII 0 FLUSHATTICVENT M ODU LES, ARE CLASS A FIRE RATED. PM DEDICATED PV METER 11 IE %7l%7l o PVC PIPE VENT Plans Examiner Dete • RAPID SHUTDOWN REQUIREM ENTS M ET WHEN I NVERTERS AND ALL ® METAL PIPE VENT u+mrs�waq�n.mee•aw�fa�am�M*awti CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 800.12(1). INV INVERTER(S) o�Aa n ..wp, OR RED, e,e It. an, vwmemn By T -VENT mrbmevoro+narugmeewfineaWgYaryans-e+. min. • CONSTRUCTION FOREMAN TO PLACE CONOUITRUN PER 80031(6). AC a��mrommn.memmwa. a•rxrvwE ✓ra.ruvra AC DISCONNECT(S) wxummnwnrowr4mecNexove.ue. wNi • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. 1 SATELLITE DISH •10.1 AMPS MODULE SHORT CIRCUIT CURRENT. 0 OC DISCONNECT(S) FIRE SETBACKS • 15.78 AMPS DERATED SHORT CIRCUIT CURRENT [8000 (a) & 8000 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2). CB IQ COMBINER BOX HARDSCAPE CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE Ed LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION LJ INTERIOR EQUIPMENT —PL— PROPERTY UNE LJ SHOWN AS DASHED SCALE NTS A AMPERE sunrun Approval Notes: AC ALTERNATING CURRENT 1) PA array system to have grounding system installed per Part III of AFC ARC FAULT CIRCUIT INTERRUPTER VICINITY MAP Article 250A er 2020 NEC Article 690.47 . AZIM AZIMUTH P �) COMP COMPOSITION 2) If UFERground in not available provide or verify supplemental DC DIRECTCURRENT ECu7080,ME#600088 w•+t^All ® ground rotls per 2020 NEC Article 250.53(A)(3). (E) EXISTING �w®s AVE ARVADA. Po,m02 3) Cold A, Hot Water A, Natural Gas bonding per 2020 NECADde 250.104)A))B) ESS ENERGY STORAGE SYSTEM EHOo weannve EXT EXTERIOR AN INT INTERIOR CUSTOMER RESIDENCE e MAG MAGNETIC JACOB SHUMWAY a MSP MAIN SERVICE PANEL RID EVERETT ST 80033 WHEAT (N) NEW RIDGE, CO, 80033 NTS NOT TO SCALE it IN �4DA Everett 9lleel OC PON CENTERRE FABRICATED TEL (3010182985 ( PREFABPRENDSPER SQ APN#510182 STdUCNPAL ONLY PVF POUNDS PER SQUARE FOOT a PV PHOTOVOLTAIC PROJECT NUMBER . 501R-077SHUM w RSO RAPID SHUTDOWN DEVICE ee�xn•. Hill Lutheran Medical Center o0t�F•Y TL TRANSFORMERLESS DESIGNER (415)5866920ee3 R @ G € —4 © sf. A V TYPICAL VOLTS BRIAN CALDERON n , 1 493-9 W WATTS SHEET f REV NAME I DATE I COMMENTS COVER SHEET Cann. O �H6N REV.A 29OU20 '- olg�rauv stoned. 10,29AO PAGE PV -1.0 SITE PLAN - SCALE = 3132" = 1'-0" (E) DETACHED STRUCTURE NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE 1..1......... .1.1 _. ;E SETBACKS " TYP) 'ATHWAYS NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: • TOTAL ROOF SURFACE AREA: 2300 SQFT. • TOTAL PV ARRAY AREA: 503.2 SQ FT. • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREAITOTAL ROOF SURFACE AREA) ' 100 = 21.9% SITE PLAN DETAIL - SCALE = 31128" = 1'0" (E) FE sunrun EC #7080, ME #600088 5525 W 56TH AVE, ARVAOA C080002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: JACOB SHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 TEL. (303) 563-9985 APN #:510182 PROJECT NUMBER: 501 R-077SHUM DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET SITE PLAN REV: A 29 -Oct -20 PAGE PV -2.0 ARRAY TRUE MAG PV AREA PITCH AZIM AZIM (SQFT) AR -01 40° 222° 213° 251.6 AR -02 19° 222° 213° 251.6 sunrun EC #7080, ME #600088 5525 W 56TH AVE, ARVAOA C080002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: JACOB SHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 TEL. (303) 563-9985 APN #:510182 PROJECT NUMBER: 501 R-077SHUM DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET SITE PLAN REV: A 29 -Oct -20 PAGE PV -2.0 DocuSign Envelope ID: B35A2565-276C-49C1-9746-51 B37F1E07AC ROOF INFO FRAMING INFO Name Type Height Type Max OC Span Spacing AR -01 STANDING SEAM - UR 1.5 -Story 2X4 PRE -FABRICATED TRUSSES 8'- 7" 24" AR -02 COMP SHINGLE - UR 2 -Story 2X4 PRE -FABRICATED TRUSSES 8'- 0" 24" D1 - AR -01 - SCALE: 1/8" = V-0" PITCH: 40° AZIM: 222° 3" SEE SITE PLAN FOR NORTH ARROW Detail ULTRA RAIL STANDARD BASE SEAM CLAMP SEE UR40-PEN-D04 ULTRA RAIL STANDARD BASE SEAM CLAMP SEE UR40-PEN-D04 D2 - AR -02 - SCALE: 3/32" = V-0" PITCH: 19° AZIM:222° ATTACHMENT INFORMATION DESIGN CRITERIA Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD: 3 PSF OC Spacing Overhang OC Spacing Overhang SNOW LOAD: 30 PSF WIND SPEED: 6' - 0" 1' - 6" 3'-7" V-4" STAGGERED 107 MPH 3 -SEC GUST. 6'-0" 1 1'-6" 1 4'-0" r 7' S.S. LAG SCREWS: 1' - 4" STAGGERED 5/16": 2.5" MIN EMBEDMENT STRUCTURAL NOTES: • INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY E. 0. R. OF ANY DISCREPANCIES BEFORE PROCEEDING. • IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN ATTACHMENTS NEED TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS FOLLOWS: •• ALLOWABLE TNT SPACING IND INDICATED ON PLANS TO BE REDUCED BY •• ALLOWABLE OVERHANG INDICATED ON PLANS TO BE 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS sunrun EC #7080, ME #600088 5525 W 56TH AVE, ARVADA C080002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: JACOB SHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 TEL. (303) 563-9985 APN #: 510182 PROJECT NUMBER: 501 R-077SHUM DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET LAYOUT REV: A 29 -Oct -20 PAGE PV -3.0 11..J1111V141u lY' I -J I'u-J 1.01 r I CV 111 CAMMING SEAM CLAMPS ARE SPECIFIED WITH A BLACK OXIDE S.S. BOLT. IT IS IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN 16 FT -LBS FOR FULL LOAD CAPABILITY SEAM CLAMP BASE, TYP. (STANDARD BASE SHOWN, INSTALLATION OF WIDE BASE IS IDENTICAL) 10/30/2020 1. BEGIN INSTALLATION WITH THE BOLT LOOSE AND THE CLAMP IN THE OPEN POSITION. 5/16" 0-18 S.S. BOLT SEAM CLAMP CAM, TYP. SEAM CLAMP THREAD INSERT, TYP. SNAPNRACK ULTRA FOOT ASSEMBLY WITH ALL PURPOSE 90° L -FOOT SHOWN, TYP. 0 2. PLACE OPEN CLAMP ONTO SEAM UR40-PEN-D04: PENETRATION DETAIL, SEAM CLAMP 3. TORQUE BOLT TO SECURE CLAMP AND L -FOOT ONTO SEAM Digitally .F211F9R177dRaF7.Sad isxb7_vbY:ibic eTS] SNAPNRACK PER SPEEDSEAL FOOT FOR COMPOSTION ROOF MOUNTING REFER TO SNAPNRACK ENGINEERING CHARTS FOR APPLICABLE RAIL SPANS. 5/16" 0 S.S. LAG SCREW MUST EMBED A MIN. OF 2-1/2" INTO STRUCTURAL MEMBER REFER TO SNAPNRACK INSTALLATION MANUAL FOR 5/16" 0 HARDWARE TORQUE SPECIFICATIONS RAIL IS MOUNTED ON THE DOWNSLOPE SIDE OF THE SPEEDFOOT MODULE HEIGHT OFF ROOF, RANGE: BIN: REVISION: UR -40: 3-3/8"-4-3/8" / SNAPNRACK, PER SPEEDSEAL FOOT 8 J- 3/10/2020 NEW DETAIL MJA UR -60:4"-5" COMP SHINGLE ROOFING, TYP. 2- 6/5/2020 DIE CAST 37/22/2020 NAME UPDATE MJA SNAPNRAC SNAPNRACK, U TRA RAIL LAG SCREW, TYP. 0 S.S. _ ROOF DECKING, TRIPP. SNAPNRACK, ULTRA RAIL MOUNT, TAPPED SNAPNRACK, ULTRA RAIL MOUNT. THRU 5 SNAPNRACK,SPEEDSEAL FOOT, BASE, SEALING UR -40 RAIL I UR -60 RAIL FOR USE WITH SNAPNRACK ULTRA SERIES RAILS 2-1/2" MIN. EMBEDMENT INTO WOOD MEMBER PENETRATION D COIL SPRING FOR 3/8"0 BOLT, S.S. 5 5/16"P118 X 2" BOLT, SERRATED FLANGE, S.S. ����� n ���� Sun�un South LLC DESIGNER: M. AFFENTRANGER u\wJl SAN FRANCISCO e W105U� °""°"'°-HO "AP'°"'°°®CE DRAFTER: M. AFFENTRANGER S018f MOUllilllg SOIUilO1lSTHE PRODINFOT ON IN THIS FRACCING IS CONFIDENTSPLAND PROPRIETARY ANY wN, ISC TEN CONSENTSURE OR USEo,SETHEREO IS PRO EDWITMOUTTME APPROVED BY: B. PETERSON STF STRUCUTRAL MEMBER, WOOD RAFTER. TYP. SCALE: DNS DATE: 7/22/2020 DRAWING NUMBER: SNR -DC -00438 DESCRIPTION: ULTRA RAIL, ATTACHMENT DETAIL, SPEEDSEAL FOOT TO RAFTER WASHER, S.S. INCLUDE NEOPR GASKET) sunrun IN SPEEDSEAL FOOT IS CUSTOMER RESIDENCE: VITH SEALANT TO EC #7080, ME #600088 ULATE AND PROTECT 4077 EVERETT ST, WHEAT DF PENETRATION RIDGE, CO, 80033 OISTURE 5525w56THAVE, ARVADA, 0080002 ��NE PHONE 885 548 7631 PROJECT NUMBER : FAX 8 CUSTOMER RESIDENCE: JACOB SHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 0o L)0.0 TEL. (303) 563-9985 ��NE APN #: 510182 PROJECT NUMBER : 677 1 501 R-077SHUM WW. so/3sDESIGNER: 580-6920 ex3 (415) ONAL BRIAN CALDERON SHEET MOUNTING DETAIL REV: REV: A 29 -Oct -20 1 PAGE PV -3.1 B .zra�yrn carrrauA:x�.yevk7isrcY�sxz��rciasrxr�s�a�reTS] 120/240 VAC SINGLE PHASE SERVICE METER M XCEL 3244 670293 UTILITY GRID (1 FACILITY LOADS EXISTING 200A BREAKER ,—LOAD SIDE TAP EXISTING 200A MAIN BREAKER EXISTING 200A MAIN PANEL (N)LOCKABLE BLADE TYPE FUSED AC DISCONNECT I35A FUSESS SQUARE D D222NRB 3R, 60A 120/240VAC (N)125A ENPHASE IQ AC COMBINER BOX WITH INTEGRATED 10A ENVOY BREAKER 3CX-IQ-AM1-240-3C 20A BREAKER [A] 20A BREAKER [B] CONDUIT SCHEDULE # SOLAR: REC315TP2M ,�ilf✓� (�Y �✓� MODULES MICRO -INVERTER PAIRS 1 NONE (2) 12 AWG PER ENPHASE Q NONE (1) 10 AWG BARE COPPER (28) ENPHASE ENERGY: CABLE BRANCH IQ7-60-2-US JUNCTION Box OREQUIVALENT OR EouIVALENT 1 / (1) BRANCH OF (14) (2) 12 AWG PER ENPHASE Q NONE MICRO -INVERTERS [A] (1) BRANCH OF (14) EGC/GEC MICRO -INVERTERS [B] 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) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS REC SOLAR:REC315TP2M: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: 315 W 39.6 V 33.7 V 10.1 A Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) sunrun EC #7080, ME #600088 5525 W 50TH AVE, ARVADA, CO 80002 PHONE 805.540 7631 FAX 0 CUSTOMER RESIDENCE: PACO BSHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 (303)563-9985 #:510182 PROJECT NUMBER: 501 R-077SHUM DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET ELECTRICAL REV: A 29 -Oct -20 PAGE PV -4.0 .F211F9R177dRaF7.Sadisxb7_vbY:ibici�SFZ•L�rc[:E.S�:xr�i�x�reT•] &WA NING 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 OUTPUTCONNECTON 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), CEC 2019: 705.12(13)(2)(3)(b), NEC 2017: 705.12(13)(2)(3)(b), CEC 2019:705.12(B)(3), 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" POSRION 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. CAUTION: MULTIPLE SOURCES OF POWER SOLAR PANELS AND MICROINVERTERS ON ROOF u IQ COMBINER FUSED AC DISCONNECT RAPID SHUTDOWN SERVICE ENTRANCE AND PV BREAKER DISCONNECT 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 PER CODE(S): NEC 2020 and NEC 2017: 705.10 + 710.10 sunrun EC #7080, ME #600088 5525 W 56TH AVE, ARVADA C080002 PHONE 805 540 7631 FAX 0 CUSTOMER RESIDENCE: JACOB SHUMWAY 4077 EVERETT ST, WHEAT RIDGE, CO, 80033 TEL. (303) 563-9985 APN #: 510182 PROJECT NUMBER: 501 R-077SHUM DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET SIGNAGE REV: A 29 -Oct -20 PAGE PV -5.0 p o ++ ¢ v N ,•� d d o a o p y z C aN � V 8 � O o rz4 4J oa d �A a, 4 F a4 w b � . -P4.4 o 03° °Y 0H Oo �H V.rl w 44 OO _r' R cq NU o 1> 3 Q .= Cc w t-, z U 4) N '\I r''' o o 9 p d •rl U Gl UX a� U 3 .� oa A „UZ ro o4 v �� ✓� 3 w d ti �.au R rt ol V H w [! N K a� 4.) a a 44 m 14 d r a 0 A 0 0 �y a`Wi' c� z aib b O Z C y ¢ d A N 0 N O V 00 > VaAN� z fC W O C) °w' do QOdMO 3 44 o GWI+M �, u N N 0 U Z aUF- W H (1)4J Um s d [ 3oc�d0 b av F o. O U Improvement Location Certif ica e / Sa' JOB #1901-03 ILC AUGUST 27, 2019 PREPARED FOR: STEPHANIE GARCIA PAGE 1 OF 2 �7o4 (o O � 3 .0 ��' CONC R=10.00 1 Cly L=10.96 1 A�p I rod F0 6'. 2 STORY �O Ap STUCCO & FRAME Op o W/ WALKOUT BASE S� I Ftic� oN�i 30. NF p #4077 c+O ti ti� I I xx 0, I WALK �+ 1 0o I rn LOT 1 _06 1 C~ STAIRSly (V 1 o z 6' WOOD FENCE ON LINE t I Z SCALE: 1 "=20' 1 0 I� LOT 2 Q, 13 Ics ^� to I� co No � � I^ A 1 CL FENCE ON LINE t � :OD 4' WOOD FENCE ON LINE t 1 z 75.95 1 JOSEPH F. ASMUS _ _ _ _ _ _ _ _ _ _ 77.45 ARVADAH CO 80007 Improvement Location Certificate JOB #1901-03 ILC AUGUST 27, 2019 PREPARED FOR: STEPHANIE GARCIA PAGE 2 OF 2 LEGAL DESCRIPTION: LOT 2, GARCIA SUBDIVISION CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO. ADDRESS: 4077 EVERETT DRIVE IMPROVEMENT LOCATION CERTIFICATE: 1 HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR STEPHANIE GARCIA, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, AUGUST 27, 2019, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE 1S NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. JOSEPH F. ASMUS 18300 HWY 72 ARVADA. CO 80007 2— i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )' Job Address:1�`� Permit Number: /(711L9 f��/'TZ 6 ❑ No one available for inspection: Time Re -Inspection required: Yes - - No When corrections have been made, call for re -inspection at 303-234-5933 Date: , I �i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspecti'bn Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time 0 ASI Re -Inspection required: Yes No When corrections have been made, schedore or re -inspection online at: http✓/www.ci. wheatridge. co. ueinspection Date: l ~' - �" 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: .391 )r�r r Job Address: 4 o7-7 Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: r ��` Inspector: iV DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspectio • Time `/AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:!!L-.i�. Inspector: /I --- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: .U F_— R C- Permit Number: ❑ No one available for inspection: TVDE_ A" PM Re -Inspection required: Yes 'No When corrections have been made, call for re -inspection at 303-234-5933 Dat Inspectbr,.c- _,- DO NOT REIIC�VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k2l^-- Job Address:r'-'�iT�`��"� Permit Number:) i Ll No one available for inspection:.Time99 � V AM/P Re -Inspection required: Yes(—No When corrections have been made, call for re -inspection at 303-234-5933 Date: J )q Inspector: ----- DO NOT REMOVE THIS NOTICE ®� ®s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f9� Job Address: 0 ,,5) v �� -£'� 7— Permit Number: � 1 D13e7 ❑ No one available for inspection: Time Re -Inspection required: Yes ` No When corrections have been made, call for re -inspection at 303-234- Date:---7) 03-234- Date:) - / ­• /Z Inspector: -- ®O NOT REMOVE THIS NOTICE *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Confirm front setback of 30' is from the new property line as approved under the Garcia Subdivision with right-of-way dedication. Porch stairs may encroach up to 5' into rear setback. Reduce size of stairs to comply with this setback. Inspector to verify in field. Pergola and proposed concrete slap onto Everett Street will require separate permits. Not part of the proposed scope of work for this permit. City of Wheat Ridge Residential Deck PERMIT - 201901393 PERMIT NO: 201901393 ISSUED: 07/11/2019 JOB ADDRESS: 4077 Everett St EXPIRES: 07/10/2020 JOB DESCRIPTION: Construct 32 ft 6 in x 16 ft deck with steps - 520 sq ft total *** CONTACTS *** OWNER (303)619-2546 GARCIA STEPHANIE GC (303)810-3604 JOHN P MATUSIAK 190001 TOUCHSTONE DEVELPMENT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 547.10 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Confirm front setback of 30' is from the new property line as approved under the Garcia Subdivision with right-of-way dedication. Porch stairs may encroach up to 5' into rear setback. Reduce size of stairs to comply with this setback. Inspector to verify in field. Pergola and proposed concrete slap onto Everett Street will require separate permits. Not part of the proposed scope of work for this permit. 1 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Deck PERMIT - 201901393 201901393 ISSUED: 07/11/2019 4077 Everett St EXPIRES: 07/10/2020 Construct 32 ft 6 in x 16 ft deck with steps - 520 sq ft total 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 thispennit. 1 further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed andlthat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature cV dWNER or CONTRACTOR (Circle one) Date V IV 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuanceRr�granting of a Jettinit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable d �br any ordm e or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat l dgc COMMUNITy DEVELOPMENT 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: permits(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: l' it Plan/Permit # I �I SI T� Plan Review Fee: 4>132-8C Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Fyuf,6 Sf, Property Owner (please print): L 6- fl -r G F} Phone: 3 y 3 - % I Property Owner Email: -L r, -,A -'t +�'�- -U 4-tc't (- C_X) Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: -) JG 1/1cxG�(Sf. City, State, Zip: _2e"' C O Architect/Engineer E-mail: 344 i S("l4 n t " de r5 Phone: 303 ' 78' -?-47f7 otAc� 0reAJ,C, Contractor: d---)e"✓utfi f • L L City of Wheat Ridge License M Phone: 303 3h, o4 Contractor E-mail Address: v%AgfV S iG I L Ri vele C o ^^ For Plan Review Questions & Comments (please, print): ; CONTACT NAME (please print): J bko, i �4"h>s i A,[[ - Phoirie:.3 CONTACT EMAIL(p/ease print): �`'��+�i�� ✓�'� G� '�" 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 # OTCOMMERCIAL RESIDENTIAL Description & 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 conditicin, appliance size and efficiency, type and amount of materials to be used, etc. Commercial Projects Only: Occupancy Type: Sq. FULF q/?' �� BTUs Amps Squares t Construction Type: -t� Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /!/ i — 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) -{CO}T�tACTOR�or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Printed Name: Joh v`, I A't�-- DATE: I, - S — 12 DEPARTMENT USE O,ryN�L�;Y ZONING COMMMENTS: �l. �CVAd Wt CV- `^i�S � • Ed ""O Reviewer: —5;4 BUILDING DEPARi�NT C MMENT Reviewer -4."'")) PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: V e � Building Division Valuation: )uoc) 9/9/13 11ding Guide Colorado Chapter of the International Code Council Now to Use this Guide. Provide two sets of plans, drawn to scale and complete the following (hint- use graph paper with 1/4" squares. Example: 1/4" =1'): Check with your jurisdiction for additional requirements. 1. Complete this Building Guide by filling in the blanks on page two, and indicating which construction details will be used. 2. Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. See page 3. $. Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International. Code Council is a professional organization i seeking to promote the public health, safety♦ and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the International Code Council, P.O. Box 961, — - Arvada, CO 80001. hftp:/twww.coloradochaptericc.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Ill DipecOons 1. Fill in the blanks. Please print legibly. 2. Indicate in the check box which detail from page 4 will be used. 9/9/13 1dclrctiti: 7=7 Size, and Spacin* of Lags %4 (example: Two WW12-1898 V 16°O.C.) Type of decking Existing bldg. 36" high guard Electrical outlet with balusters required on decks spaced so that a 4 Inch diameter m sphere cannot Approved passthrough S flashing CO required Beam splices to occur over posts with 1 1/2" bearing Attach decking with non corrosive fasteners B Detail A (see page 3) ❑ Detail B ❑ Alternate Detail B1 ❑ Alternate Detail B2 (see page 4) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Detail C (see page 4) Note: Emergency escape windows are allowed to be installed under decks and porches provided V3 the location of the deck allows the emergency escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. I f•c, Y rlx4or2x6•Box) 3 or, l- 2x /0 joists spaced U7 apart (example: 2 x 10" spaced 24° apart) U x beam (example: (2) 2x 10 - see detail B) 2x 1 0 rim joist (example: 2x 10- see Alternate Bl & B2) _ X �- posts spaced= apart (example: 4 x 4 posts spaced 8' apart) Span /& f't-- (example: 13'- 4') Type f sidi g (egg) r�o Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the SEE: � � �� � f ��+'f/`' �� International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of tDIAVW�N Building Safety for additional requirements. �+ 9/9/13 Single Family Residential Uncovered Decks ' Porches Tempered windows may be required Decking Light Door to interior Electrical outlet 36" Min. x Stairs x x N Joists Show postand pier size 1/4"= 1 Joists �! Beams 17 Install diXgonal brace to underside of deck r4 x x = Show Dimension 131.0 LM - � r N I One Proposed I I Addition I t ory c 1 "=20' Frame E Note: Dimensions C o Y v I are forreference �t Walkwa W Q I purposes only O C L 130.0 vo 0 26.0 = Concrete Drive 45.8 o Concrete c oN Slab for N 59.2 Garage N N tti 131.0 This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 3 9/9/13 — Existing building Beam splices to �Approved flashing required behind existing siding Attach to joists with non -corrosive fasteners occur over posts Secure with 1 1/2" bearing posts to beam with through bolts Attach ledger to existing bldg. with non -corrosive fasteners. Locate fasteners to penetrate rim joist or wall studs. Non -corrosive metal joist hanger Non -corrosive Non -corrosive Approved flashing Conditions such as attachment to cantilevers or metal joist metal post/beam hanger connector veneers may require Engineer's approval Secure posts to beam Full depth 2x solid blocking Secure posts with through bolts to beam with through bolts J 11) ' 24' Beam splices to Beam splices to occur over posts occur over posts with 1 1/2" bearing Non -corrosive metal with 1 1/2" bearing Non -corrosive metal post/beam connector I post/beam connector 1/2" (min.) diameter anchor bolt embedded 7" min. into concrete pier or the equivalent 8" (min.) diameter pier This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Non -corrosive metal post anchor 8" min. If less than 8", post must be decay resistive R +r 9/9/13 New or existing light required Guardrail Deck Less than ,,6" dia. Guardrail required if I I 10" min. run more than 30" from nosing to nosing Open guardrails on decks more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. 34-38" above nosings Handrail (see details below) Open risers Landing same less than 4" 36" Min. width as stairs 7 3/4" max. rise �-- Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1 -1 /4 inches nor more than 21/4 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.7.8.2 IRC) Type II [--- 1 1/4" - 23/4" max. 1 1/4" - 2" Gripab Wall or other surface 1 1/2" min. Type I This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Stairway Notes: Openings for required 1. Stairway Stairways shall be not less than 36" in width. 2. Stairwayrises shall be not greater than 7 3/4". guards on the sides of stair treads shall 3. Stairway treads shall have a minimum run of 10". not allow a 4 3/8" 4. The length of Run and the height of Riser shall not diameter sphere to vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated. pass through. 6. Open risers permitted if opening is less than 4". 7. A nosing not less than 3/4" but not more than 1 1/4" shall be provided on stairways with solid risers, and less than 11". 8. Composite materials (example:Trex) may require 4 or more stringers 34-38" above nosings Handrail (see details below) Open risers Landing same less than 4" 36" Min. width as stairs 7 3/4" max. rise �-- Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1 -1 /4 inches nor more than 21/4 inches in cross section for non circular handrails. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal (per 311.7.8.2 IRC) Type II [--- 1 1/4" - 23/4" max. 1 1/4" - 2" Gripab Wall or other surface 1 1/2" min. Type I This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Reviewed for Zoning compliance by the City of Wheat Ridge Planning Division •�' APPROVED BY: SCV'�- DATE: :7-/q / 1 q COMMENT'S: AQ��d wl rC�tr �S b' FENCE 6' FENCE �y �t 4' FENCE Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. DRAINAGE SW/ -Y" ry �'♦ 6' FENCE f 6' FENCE ^, GRAVEL ' r ♦ ' ti Gj i 6' FENCE RESIDENCE i O �♦ 6" TREX DECKING ENTRY cj 32'-6" • , 301, "LEXiSTING TREE METAL RAILING y �� r LQRED 1-6" 3?' -0" r CONCRI_TE / r! EXtSTdG TREEIr OYr NEW TREE g LAi^JN SJCREIE ° LKW 'V Olt I. GE SGVALE STREET Landscaping removed or damaged during construction must be replaced prior to final inspection. "Gi SWALE CONCRETE _ DRIVEWAY K FO Of T STREET at. -< :. I)iVtLOP&J'NI R 0 V NEV TREE / MeMewwrTor txge Uiornpaance Sx' miner ile ttaM: The isSt�![Y of o permit or epprowl �fpions spec,h,mo�t taftm shall not be a pfffmt fo, or an opprc,al of ony wo(,� -n to the prov/tbns of the bLuNing code or of any City ordlnoncet. rr-nits MV b g" OUthOdty to violate or cancel the prowsbns of the Gu Nainj or otbb os'dtlartC" of the Oty shall not be valid. IN NORTH 0 2 4 6 10 20 30 SCALE : 1" = 10'-0" PRNT SHEET 18" X 24" TO ENSURE PROPER SCALE W L -o 4- CO :n p a N ° `� U W '9 � p N C ARCH (FFCT/DFSICNER: 11 DALE: INITIALS LANDSCAPE LAYOUT PLAN SHEET NUMBER: I OF 1 C� SII Q�I 00 STAIRS & CONNECTION TO DECK BY OTHER 1 P.T. (3) 2x10 (2 -SPAN) SIMP ON HU 210-2 12"0 x 6'-0" CONC. PIER, I A TYP., RE: 2/THIS SHEET 1 >� �1 (2) 2x4 DIAGONAL BRACING WHERE SHOWN AS THUS. I ?�Z- ' FAST N TO POST@ EA. END wl (2) x 6 SDS SCREWS 1 24"0 x 6'-0" CONC. PIER, ` 9y TYP., RE: 21THIS SHEET IIII I�T (3) 2x12 (4-SRAN)I `�'A� / Z // N 16" x 6'-0" CONC. PIER, %..I SIMPSON BCS2-316 POST %*. 116"0 6'-0" CONC. PIER, TY ., RE: 2/THIS SHEET CAP, TYP @ 11 LOC. TYP.JRE: 2/THIS SHEET H P.T. 2x10 116" O.C. 12"0 x 6'-0" CONC. PIER, f f TYP., RE: 2/THIS SHEET I J P.T. (3) 2x10 P.T. (3) 2x10 (2 -SPAN) SIMPSON HUC210-2 1 P,T. 6x6 POST, TYP. @ 11 LOC. 51M SON LUS28, TYP. 1 I 9'-0" MAX 1 9'-0" MAX I 6'-0" MAX 1 DECK FRAMING PLAN 10 1/4" = 1'-0- '-0"1. NOTES: 1 .RE: S1.0 FOR GENERAL NOTES NOT SHOWN HERE N 44 G V co � ta"�L , F• F FASTEN BEAM TO RIM BOARD. wl (3) � ` .I 1 ROWS y" x 6" SIMPSON SDWS ) 1 .1, SCREWS @ 12" ox. jd. z f.4 SIMPSON LS70 CLIP EA. SIDE a;r o: SIMPSON SUR/210 SKEWED HANGER, TYP, J L O I 6'-0" MAX 1, ANCHOR ENGINEERING, INC. 2535 17th Street Denver, CO 80211 (303) 7834797 (303) 830-9133 FAX JOB # 1805 86 DRAWING DESCRIPTION: Deck Framing & Detail Everett Plan 4077 Everett St Jefferson County, CO .T. POST, RE: PLAN. SIMPSON ABU66Z POST BASE w/ %" x 6" EXP, BOLT #4 CLOSED TIES (3) @ TOP & 18" I ox., FULL HEIGHT BELOW PIER RE: PLAN ) #4 VERTS. 2 SECTION 3/4" =1'-0" OpXellyagm0 Ey4M1(1fi..M.. NEIOERE "N; frUS.EwmRMUIMrt .a WaNCHOR ENpkEEMW.INC. GN6M.___ H. SCHNEEIER4 { Rmem:l em IM waftrr e1tlYa roWmenl JUL 02 2019 DRAWING NUMBER: SK -1 DRAWING SCALE: %" = 1'-01' ISSUE DATE CONST. 07/2/2019 Page 1 of 2 The City of Wheat Ridge Third Party Form Check List m Property Address tF+) ,� Permit Number _ 2 b i k03 J10 Permit Issued Date /- /V- 15 _ Per-_n--- Owner er-_ 4Owner Information Property Owner Information[, �)olYa s�.-;, LLC- Property Owner Addressz_� Inspector Information Inspection Company Inspector tame I nspectorContact info JBAP±3 Bax :53 - Wuspu,Ctl bpi os �Q iA �9 W ANYj �mw y+rymanL..r�,ynv.iwm Inspector Slatement and Acknowiggg2ment x I hearty acknowledge the roof I am inspecting is 612 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept I nearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all l#r of Wheat Rid Policies and Procedure and Manufacturers recommendation4, nd soecd6gie Inspector, Date: - ! Property &ner Statement of Ackntrwieftement "1 hearby acknowledge that I am the owner of the building referenced above and 1 give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Burling Division inspection Propery Owner/Agent date: This original document and permit card, as well as the rrroffng check list, must be submitted tc the Chief Building t: Tfficsalowrthin seven trti3lYins> ass of thei _ Drop off in person Permit counter 2nd hoar 7500 W 29th Ave Wheat Ridge CO 80033 Draft Date- 7126117 Page 2 of 2 The City of Wheat Ridge The City of Wheat Ridge Inspection Che -&list Notes Inspection Checklist Notes i C MID -ROOF - FINAL Company Name: JBA ONSULTI�G �y- Inspector Signature= Date of MID -ROOF Inspection: Company Name: JDA CON*ULTINCp Inspector Signature: Date of FINAL Inspection: -.Lq 3 fall own__ }. Structural roof Corrlponen'zs 17j Verify that no more than 2 layers of shingles exisl QA- ,i _: _ �, Flashing for roof and l.alls If new rhea rlg is installed verity that d is tisled in the permit description (Valuation must be adjusters) ["I WA ,r ��� : ' rr Verify sheathing nail pattern (See Policy R Procedures) r-, ra Crickets and saddles Eailiere needed Verify d vent must have boot same gauge as pipe r 1 %L4A `�s �` r Verify vent Gaps "ti'A L� Fa Very no flashings are damaged of rusted ,, Step flashing shall be min of U4 piece per shingle Ven#y1 scuppews c'dlow for proper drainage Ice and water shield 2' in heated wail spaces -_ ,;; j✓, : . r� Underlayments must follovt 2012 IRC 12012 IBC 7 Verdy Groot slope for proper drainage .,.�K;, r• Dripedge shall have min of 2" overlap i : _sLrA ",-!n } I Dripedge should extend efovat min 2' past roof deck .,;,, ;;✓a.. �_ r Dnpedge shall be mechanicaty fasten" 12" OC [`�;: ��_ r� 90 LB roll rooting slug not be applied to roof slopes less than 2:12 skve- Exception, detached garages, patios, carports, aper: on three sides mirth min- slope of 112 u,,, �:, i r Modified Bi n. EPDM. TPO min slope 114-12 slope Above lootx' sulation R-25 Below r residential R-38 Liu yam. r Beloxv oof commercial R-32 M - led Bitumen, EPDM. TPO min slope 114.12 slope m t be installed in accordance vrath the manufacturers s ecilricalions- Must have manufactures letter of ..arrantj uMtr the address on the levier for final inspection MEtal Rost fiIjiQRlletltRkULtirementf., Metal roof shingles shall not be installed on slope less 312 Metal valley flashing shalt be the same material as roof Metal valley flashing shall extend a min of 8- from the centerline ~with a rain. of 3,14 " high splash diverter rob built -m at the flow line wrth sechons overtappang a a min of 4' Tile ge,6s Requirements Clay and concrete tike shall have a min 2-1,,2:12 slope Slopes 4:12 and under require double undedayment Company Name: JBA ONSULTI�G �y- Inspector Signature= Date of MID -ROOF Inspection: Company Name: JDA CON*ULTINCp Inspector Signature: Date of FINAL Inspection: -.Lq 3 i CITY OF WHEAT RIDGE Bu (ding Inspection -Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , / -Z?-7-0 Job Address: LI -022 Permit Number: f -S' ,R '�F ❑ No one available for inspection: Time(P22 A M Re -Inspection required: Yes �Ao When corrections have been made, call for re -inspection at 303-234-5933 Date:_ec, - / i inspector: DO NOT REMOVE THIS NOTICE 1* � 4 i '—CITY-OF-WH[EAT RIDGE Building InspectionDvision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax R"ECZWAOTICE Inspection Type: W'5 Job Address:�� T Permit Number: !i Z -I> ❑ No one available for inspectiorpr�Time s Re -Inspection required: Ye s When corrections have been made, call for re -inspection at 303-234-5933 Date: '> X17. / j Inspector: "------- DO NOT REMOVE THIS NOTICE ANCHOR ENGINEERING STRUCTURAL EkGIINEERS May 1, 2019 Touchstone Builders 731 S Elizabeth St Denver, CO 80209 Re: 4077 Everett St Wheat Ridge, CO Attn: John Matusiak AEI job # 180586 Mr. Matusiak: Per your request we visited the site on April 23, 2019 at the above referenced project to visually observe the welding and determine if the welding was in general conformance with the contract documents and AISC. The welding was observed to be in general conformance with the approved structural documents and the requirements set forth by the American Institute of Steel Construction. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. MAY 01 2019 D5ialy W—I by SAMUEL H. SCHNEIDERS EEam.scEMM, INC',C ng.mm, H. ANCHOR ENGWEERWG, NC', Cf�SAMUEL H. SCHNEIDERS Reason: l am Ne aWror of IM1e CDn�ment Dam: 2018 � Dt 11:J1:bO6Yl0' Samuel H. Schneiders, P.E. Project Engineer # 2535 1711 SrLEEr„ DENVER, CO 80211 $ 303-7/8.3-47/971 $ 303-838-9133 FAx # i CITY OF WHEATRIDGE EtAhifig Inspection division �(303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � I -<_1 � Job Address: Permit Numben . ❑ No one available for inspection Time�jAM/ M Re -Inspection required: Yes ` No When corrections have been made call for re -inspection at 303-234-5933 Date: � ems/ 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: 1(=--(q4 Job Address: L.. Permit Number: w ❑ No one available for inspection: Tim's AI pm Re -Inspection required: Yes Na) When corrections have been made, ca or re -inspection at 303-234-5933 Date: -7ED-- Inspect DO NOT REM THIS NOTICE 1* � 4 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: , ' hw4q i Job Address: L� Permit Number: c ❑ No one available for inspection: Time-., A a/PM Re -Inspection required: Yes 60 When corrections have been made, cats fer re -inspection at 303-234-5933 Date: �_7-�lnspect DO NOT REM THIS NOTICE A 41 City of Wh6atps,idge 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 licenw must be up to date prior to permit issuance. r -S 1 s Project Address:(�'C �%�%�� ] 1 Permit #: 20 1(,� Q General Contractor:`%T t)C" 4c— I Electrical Sub -Contractor Company Name: Phone #: , 20 11 C7 State License #: C1 J Master #: L( Wheat Ridge License #: l / (,� 0 2_ (required field) , -,) 1)n i Ili :iC& 0<., Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Company Name: Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Dina Kemp From: John Matusiak <jmatusiak@me.com> Sent: Thursday, May 16, 2019 12:54 PM To: Dina Kemp; Elec Efershan Nino Subject: Add Efershan Electric to my permit as the electrical contractor. 4077 Everett St. Hi Dina. Please remove the original subcontractor and add Efershan electric to my permit for this project. Thanks so much. John Touchstone Development John 3038103604 i $qh CITY OF Wl, EAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 23 -8929 Fax INS E TION INN TIP E-,.) Inspection Type: 4.44 Job Address:`? �' 7 a Permit Number: � ❑ No one available for inspection: Tir eC7'`M ` _ M Re -Inspection required: Ye s% o When corrections have been made, ca or re -inspection at 303-234-5933 Date: S Inspector:-------- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:"7Y'i��-� Permit Number: 9 ❑ No one available for inspection: Time Re -Inspection required: Yes % No When corrections have been made, call for re -inspection at 303-234-5933 Date: inspector: DO NOT REMOVE THIS NOTICE 14---` i ITY OF, W.HE/� fiIDGE 'ilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 4n , /A\ ) Al) L -41,j Ke ❑ No one available for inspection.::Time? Re -Inspection required: Ye 7;7D Whe o7- *When corrections have been made, call for re -inspection at 303-234-5933 Date: '�2-,_' /Ci Inspector:, ---- DO NOT REMOVE THIS NOTICE - 9, FOR OFFICE VSE. (lNIN rn�tid hx City 1LA D zLttOr ac t il� „i '�t hitt i.ui=_�c �,'S�•xran�;�±� ar�,� •�A�`U� �l_ Oyu, a'�ai:_ �b"tx�tt'P, Q Y� „Gfif�a-1'iA� �°': ��;."�;,?..`""�;<tltb (� � '�i�..?��n� FOUNDATION SETBACK AND ILC'\'.X'1'IC)1V C'I,:R'I'IIrIC',A T•1,0L,' For Singh, Family Devclopments This fiurm, includin- the I�-vhibit m tiie revitrsc sick, 111uS1 be fuller 'compleled by a Erol-es-sicinal Land 5ury evor licensed m Clic Shity cif Colorado_ "I•his Cfftiticutit 11 must he submiticd i()r rvt icN1 and approval piaor to proccediri,', with ani; iimher constra thin. 1) A TE: �q-�/3 hc/ E E'RN ITV 2c)1e 632g(D -kDDRESS: 4-07-7 I.ar �_, . 13'1,(QCK 6Rt2 (.t (-� t Clzt ilt Sr,�..J SUBDIVISION - I licrobylvertify that the elevation and location ol'thc recenl1v constructed stn►cturd #uulidation f0T ,IhW I)rcilIeFtV (ICScribed abov c- has been measured ti me or dircctlV under 111Y tial»► -a ii�n. For the recc:it)v lormcd or constnncted buildinz.; 1bundati0n crime rs_ rh Sc*Qck (IisirrnccS have bcen 101111d by me to be in compliancc xa lih (11ty of Whc-al Rld]L"c required 111111is and the elcvaticins as slated heroin hxv hecn found by mc to be in compliance with !hc Building: PC -01 coni u-LiCA1011 plans as approved 01y tiic (:'itv kd \Vhcal 12X1 fgc. The {flil;ti>iNIUM S+ TBACKD]STAL CES from the propci-ly fines have heed detcl-m-Mcd hi hc_ F'RC)`vT: 3D_� REAR: I - l_ SIDL. Ifin dtc floodpiain_, Clic MINIMUM ELEVATION is determined to be: I lnc above mcasurc:mt►ats aim v I-ven deiermia d rm the i olloik in;, 1ocatIMI: (('heck on1v cine): _ a ifprupci�ed f=liii►ti a'tic�n I)►ior lii�laccrucnt +fc+,nca rc �"�. �.�'I�;;el: unci cicc•zi,i Si ed. Top of'#iOun(#ation subsequent io placement of coiicre:tc ea3suremcnt Icic-,itions arc identified till the attached exhibit. Prig c �r.�� IA i ilk - rn4tsatomlt ltuIA c l: ,,r Date _ 1c 6F"LLIS *eq f' p �. v ���. , � . ,,,�a Res' 1 IIP' r City of Wh6atPsjdge 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:�61 1,Q V� Permit #V(() (J 1 General Contractor: Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: /Phone #: -12br / • 547 v State License #:?(,/ =t; Master #: W eat Ridge Li nse #: (required field) b�"J�111YA - I / PA 3/2-7/1 Signature of thorized Agent Ditte Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: (required field) Date A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office @ (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0'j- Fit, df/z' /?)1'/1/)j _1411c'-' Job Address: 67 7 r -ft- &i Permit Number: (4900-fO . A LJ No one available for inspection: Time o'A YPM M Re -inspection required: Yes /No, When corrections have been made, call for re -inspection at 303-234-593 Date: , '-' /'.- fl' Inspector: lovf-1- DO NOT REMOVE THIS NOTICE i CIT __OF WHEAT RIDGE �� B�filding Inspection' Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:`%�`� Permit Number: ❑ No one available for inspection: Time A M Re -Inspection required: Yes- No When corrections have been made, call for re -inspection at 303-234-5933 Date: l/Inspector: DO NOT REMOVE THIS NOTICE I flit 4)1:FiCI: i- SIE AMIN <xn�sK•d h+. l ily of Av-" ✓' 1 :tet 1 -- a Dale l ( f it'l tlaud_r:t'l:iurrrifitlBM4kb1 A-, 72, _-WO) �f";1rr. `�"3�.ARi u.9Yi..)-i wv37141,I()1 t': 3.CLi.?r?��4$tb 1 sT1�.?ra LTi FOUNDATION SET"13-aCK AND ELEVATION CI?RTIFICA` ION7 For Sin -le Family Dcvclopmcnts Tliis lornt, includin-, the I "xhibit on thc reg crse sic}ti. mum be toll, Completed by a f roicssional LM..1d SUr1-c•V01c licensed in the State of Colorado. "Phis ('erhfiCJtI0I) must he snbniiticci foo rcaiCtN and applro vid phor to proceeding «vith any funhei- coil stractitm. 1 DATE­ PEANI 2ol8 d32 'l ADDRFSS7 4-107-7 L'__ l%c2 TT_ cZ�.'i [.OT . BLOCK -1 -rnt �'-� �� c�. Iy) ��.�, 1 SUBDIVISION I ltcrel-w cer111",that ille cic�.ati«n alid 'tocati(�Ii ofthe recenik coo-minulolud structural 1lltinda1I0D or the above property described abo c has been mcaswed by me or directly ulidcr illy tiElj]C.f `: isatin. For Cl1C 1"CCCIli1V l(lIiliCd fir Construcled build,nw 1(lUIldlltii111 Ctal ltd_ =tile setback dislances have been fc'�und I)v me to be in compliance with Citi; of Wheat RidLte required limits and the elcvatiolls as stated herein hm•e been found by me to be in compliance vkith Clic Builciim, Permit construction }clans a apprwved h� theC"';ity-of'Wheat Ridgc. I be MINIMUM SE.'il"RACk DISTANCES from the property lines have been determined to he: 0 I t' in the Iloodpimil., the AilINIMU 17 ELEVATION is determined u) be File abr,w measurcmenls ham been dctermiimI on the 601lovkiltgh)cation: (Check- Only unci' � Tppofprop+cAcd iOundatian l>~rwWrii).piacentLnt t:d amu t me Tv�,p vdfb,undation subsequent 10 Ill aceiti.. I P, concrete J : hack and iOCA1iO1lSmv, idclitilied tin the attached cxhibil. i VAV%U.O.0 1 ZE_QXLVx Date - L / Mq U05 I MIMS MS. Rel., 1 1 1V : com-'P 75.95 ------ — 77.45 �I EXHIBIT 6 \ 3 .0 ,yah R=10.00 1?e L= 10.96 I Z$. I 0 FORMS & FOOTERS �`S� h ONLY 30. I 9� o�rbo I ro I 1A I LOT 1 I Irn 00 I° Lo I LOT 2 d �t � I NI �I NOTES: I z 1. DATE OF FIELD WORK - FEBRUARY I O 28, 2019 I p 2. ADD 5400' TO ALL ELEVATIONS TO o I o N REFLECT NAVD 88 ELEVATIONS. 13 + I c� ro INDICATES T.O.W. ELEVATION cr- a N W v � I com-'P 75.95 ------ — 77.45 �I T& &"Go= 2050 Raley Shed Da mmr. CO 80212 ATTiIk ANCHOR ENGINEERING STRUCTURAL ENGINEERS Reinforcing Steel Observation MV -6 0:11` *79 OBS. mw_ OMB9 mT/m 4l1' PROR r. 4077 MUM& 4077&en*sr LOCAT1�011t N co LOTt 9LOq(�: M. .bilin ARa*jsi* BIS lNil(' � ,rha a ,r:ti � i:: ,;f,;` ::��ii• �. .rte. ll-.,l'.,f.Lh�ll.:-l: -',., 1•;;'►"_i A`.t,':-f a.?E%:,• hf,f..Hi%'Akeo.Mdf�` '�,AI.A' .rN 4l'[ f NC=.�1<I�ACw "./f �6'!' AF 'Mir t. ,C6. Kd(ME fB. 07 1 r.w P ui i f�^'r:- .:§ • i� n y r,- U U e+ i !e R Ir,.�4^ 4 a 9 a 4 P M 1 :. i . ;c:. i r-1. .Bt�r' i. aP i c rP,. 09 ,•. �ls1 "I,Will ;CCI �r 1, + i r M a is �u i i,i u+i;! ,�. a Y� wv: It• i '�! u« �e � rt. •�r . E ,%pow l' If Sdmjei bse P.E Pf*d E*mw r ('%� -0.* *NN�rlvom # 2535 17'rl' STREET, St ITE Ar, DEN ER„ CO 86211 # 383-783-4797 4 303-830-9133 F 1 # k/l a rr i 13„ 2019 Ste p h Buie Garria 201)0 Raleigh Street Denver,, CO 80212 Cole Garner Geotechnical 1170 W. 124h Ave® Ste. 300 Westmrrstera CO 80234 Re., 5uarrnmary of roundation Consttmcfi n Observations 4077 Everett Street Wheat Ridge, CoilDtradD CGG PmIert ND. 18.22.25 Atyour request, a represent -alive of Cole Garner Geotechnical (BGG) performed the folivrAungeafthwork aeif! found'ation roans ru c ien, observations: Dbservation: Date: 5uubexcavartion Depth Determination 2/1/1.9 5uabexcavation Fill 2/5,2/6, and 2/14/19 Excavation/Open Hole 2/16/19 Footing Forms 2/16/19 Dam, p;proofing 3/11/19 Pe ri rneter Dra i n 3/11/19 Void 3/11/19 Base) upon our limited on-site observations, and provided that any recommendations noted on the field reports were followed, the portions of the foundation observed appear to have been constructed in general accordance with the recommendations in our Geotechnicall Engineering Report, CGG Project No. 1R.22.251, it should be mated that our observation services were performed on an as -requested ba.shs, and only when requesrtel by the above -listed client or their designated representatmea We offer no opinion regarding materials and/or construction not observed by CGG representatives. This letter i:s provided solely for the benefit for the above -listed client and does not impact in any way the rights and obligations of third parties, including contractors and subcontractors who may have provided the materials and/or construction services tested or observed. Sincerely, Cole Garner Geotechnical 4�� Peter Diers Engineerirnglferhnician �a REQ J. •`04' 9� : o AndrewIG er, p.90. l C� •.•�cc, Principal, o Geotechnical Engineering and Materials Testing City of Wheat Ridge Single Family - New PERMIT - 201803290 ISSUED: 01/14/2019 PERMIT NO: 201803290 St EXPIRES: 01/14/2020 4.5 bathrooms. Asphalt square feet, 4 bedrooms, JOB ADDRESS: 4077 Everett Single family new -3,259 JOB DESCRIPTION: shingle and seamed steel roofing. *** CONTACTS *** (303)619-2546 GARCIA STEPHANIE 190001 Touchstone Develpment LLC OWNER (303)810-3604 John P Matusiak 100278 K&L Mechanical GC (720)281-5428 Kenneth Fritzler 170023 Just Plumbing Inc. SUB (303)472-0833 William/Shelly Clark 170698 F and F Electric SUB (720)276-6045 Firdays Mirsoliev SUB UA / Unassigned *** PARCEL INFO *** UA / Unassigned/ USE: BLOCK/LOT#: ZONE CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME SUBDIVISION CODE: ESTIMATED PROJECT VALUATION: 462,000.00 *** FEE SUMMARY *** FEES 0.00 Total Valuation 2,253.52 Plan Review Fee 9,702.00 Use Tax 3,466.95 Permit Fee 150.00 Engin. Review Fee 15,572.47 ** TOTAL ** *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. with 2012 IRC, 2017 NEC and all Approved per plans and red -line notes on plans. Must comply w applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement signed ofsconcreteote andabnd efore proceeding with any further construction, a completed, Setback and ElevationCertification completed debs amitted sothe City for onal Land Surveyorelicensed in the certification form shall state of Colorado, stating that the foundation was constructed in compliance with al applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, 3 trees shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning landsand Devcapelopment Code. All landscaping shall be installed in accordance with the approved prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. The deck and detached garage shown on the plan (but not part of the scope of work of this permit) will require future permits. 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 le 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. tin. A n r l 3, —, /F_ lei Signature ofY 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 pss ance of a new permit shall be subject to the standard 3. If this permit expires, anew permit may be required to be obtained. I requirements, fees and rocedures 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 specigfic approval. 5. The permit holder shall notify the oB conceal work and speechwithout written approval oon Servici f such w -s Division in ork from the with sBuild ng tablished and1Inspect of alon Services inspections and shall not proceed Division. or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision o any 6. The issuance applicable c or gran y ordinanc pr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS City of' RECEIVED y heat dge Building & Inspection Services Division `( 7500 W. 291 Ave., Wheat Ridge, CO 80033 � YY Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email. I FOR OFFICE USE ONLY I Date: PlanlPermit # Plan Review Fee: c Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: � � �u-'' ' w + " - L) Property Property Owner (please print): 45SOMNOq,i A Phone: 3' f Q (9 —Z-S4i! ❑ COMMERCIAL ;�fRESIDENTIAL 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. Gc1oc5tOC"h 0'1, 151 m(4+ pl� �-��- w -h�Q �3�c ��,(vi7v�- �►'�- . 3259 � t f tis rrocm . bAse dzie-kk J S"->a0-'Xd st&k 664t o iH t�TaC G� ev � Y� I:�F _s T Commerci Projects Only: Occupancy T pe: Construction Type: Sq. FULF BTUs lions Amps Squares Project Value: (Contract value or th cost of all materials and labor included in the entire project) �_ ► t � ,�� 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 onis kion to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of igfa alien rovided on the application. CIRCLE ON :(OWNER) (C N UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and 1*0 na�me):n DATE: Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: (� ��I , Avu\ep wy OCCUPANCY CLASSIFICATION: --3� '2�/ l CONSTRUCTION TYPE: Reviewer: r BUILDING DEPARTMENT COMMENTS: ft} , 1 ► J \ �r-t�c ed, w.4� r -ed- / n� Cc 1—r� to�lS Reviewer. -TD PUBLIC WORKS COMMENTS: Aff�V�%�I� � �7 ' LlA6 5t %� PGIi,JII • I Reviewer. ALAV q.2�ip•v- Building Division Valuation: '/"3S- C C City of bat CO UNITY DEvaoPMENT 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: 4077 J_yerVQ,_ 5 � - Permit #: General Contractor: oL/at ts-h?,%c tliflyao �✓ jAA LI -6, Electrical Sub -Contractor Company Name: F & F Electric State License #: Wheat Ridge License #:170698 Signature of Kuthorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone #: 720-276-6045 Master #• 0600660 (required field) 1/6/2019 Date Phone #• Master #: (required field) Date Phone: (required field) Date t ltd` ( )► idluc -Y DLV1- -ollml (btu 14►r ut Inug+ 11+- SI'y',Ilt-d h� t•arh ,ul►-cun►rect4►r. hl, fill III 'AIII rt+>1 Its at4 ►'pit'4f ��iih rni�tiin inlhrlltiltion. ti�llt tutit'e4 iul 'tit It> 4�1 �'� bt•at lxitlh►• t-n�c nut11h4.rtIlIltu tlatt�prit►rdU �err»�1 i �usnc�e space• tiul>t +►1►t► at 1411'~ i1lNurallrr Will lic4 ntie Inutit I► { .I fill t t �t141t ttis :.1 nt t :►I ! 41n11 at (4►r . 1 �%(� S i u�i`'� r �/�4` r i lrcti ic�11 tiu1►-( untractor P,buoe 4'. ___-- ------- Master \k -heat kidt;4: I Jcvl1I%e 4- %,i;!llaturt• 4►t �.ulh4►rved A14ellt ` i'lurul/in;� `pub-(_Ontraclor t umpau� ~alar: Talc I.It'i'lltit' It' / (required field) Date � / lri'[illirl'd .rid) Wheal kidgir 1,►Cense �! iUa� X (` r' f .ti 'ale ,,iknaturt' of Aut►riicd :1Kw nl Lu('� ntrnctclr •.--------- c Q _, q -117 ►'vsltic: zl t � L�.t _ Phone: % «r� Company • — Wheat Ridge License - }e lvale Signature of A{,en�thorized City of W heat Kdc ICnAAtv1UNiTY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form veil 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: 4017 Eyew ,& S-�• Permit #: General Contractor: Electrical Sub -Contractor i Company Name: Phone #: State License #: Master #• Wheat Ridge License #: {required field) Signature of Authorized Agent Date Plumbing Sub -Contractor 1 Company Namea�Lks bLylnz hone #:3 Y70,0 o,0 State License #: b035 2-> Master #: 00(p Cn 0L Wheat Ri Lice (required field P J -+ 111 ) ),ON — nature of Au Agen t Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of SINGLE FAMIL FIDUpLEX 1'(JH1, 1C WORKS BUILDINGPEJWITAPPLICATIONWEVIEW Date: 2 .)AiU 2oll Location: _ 1/' _ AZC-7 j__ �7- ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a/��,r�l� r, located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: Yes No ZOg refer 2. _ F Public Improvements required & to be completed with project: stipulations. a. street paving/patching: b. curb & gutter: — Yes —tL No Completed c. sidewalk: Yes YesCompleted No d. Other (specify): Yes -�— No° Completed — Completed For items not constructed, the amount of funds taken in lieu of construction: 3. Does all existing roadway/alley R.O.W. meet the standards of the City:/ Yes If* what is required? If R.O.W. is required, has the deed been received: No Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate Of Occupancy. 4. / APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. 2 d�/ Zo/tel Signature Mark Van Nattan Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not / approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. 4L.,' Stipulations: ff f /t -� - -RAge'a 7b 7. -tL A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of r Wheat�g� PUBLIC WORKS CONDITIONS OF APPROVAL Address: 4077 Everett Street Permit Number: 201803290 Approval of this building permit is subject to the following conditions and notes: • The above building permit may be issued with conditions listed herein. • Future construction of a new hard -surface driveway (24' max width) from the edge of pavement in Field Drive for a distance of 25' (min.) into Lot 1 (4100 Field Drive), a ROW permit shall be required. Prior to the commencement of any construction within the public ROW contact Public Works at 303-235-2861. • Direct the roof drain downspouts as shown on red -lined site plan to protect adjacent property owners from stormwater runoff. • Construct a hard -surface connection from edge of existing pavement (24' max. width) for a minimum of 25' in length to Lot 2 (4077 Everett Street). A ROW permit shall be required prior to the commencement of any construction within the public ROW. Contact Public Works at 303-235-2861. • Proposed contours on Lot 2 appear to ambiguous in places — please review for correctness. Page 1 of 1 City of F mat e F' t 6 1 [ z � % " it IRKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 2 n,.MA/ 2.0/9 Location of Construction: p 77 E 145-0,E 7-7- ST Purpose of Construction: �ihd/�L_ �� ® p eL e � Single Family tZ_ Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $ ,20 (Required of all projects for document processing) ° Single Family Residence/Duplex Review Fee; ..................................... $50.00 $ Commercial/Muld-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 $ e Initial review' of technical civil engineering documents (Fee includes reviews of the 1 m and 2nd submittals) :.......................... $600.00 $ o Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals): ........................... $500.00 $ a Trip Generation Study Review Fee: .................................................. $200.00 $ o O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal ('/2 initial review fee): .................................................... $300.00 5 4d' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00-- (Full initial review fee) $ T'OT'AL. REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF U14PROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Rev 12/12 City of Wh6atPjdoe PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS. RESTORATION. D• ADDRESS: 40 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864 Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wwwxi.wheatridge.co.us Rev 2/08 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: &e t+ � Zoning: 1Z-1 Lot Size: a Y Y sq. ft. Lot Width: I OS ' WV '3 Property in the flood plain? Ny If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: C5act%, Vk Any conflict? (Y/N) Related Cases: )W MS - t� -UZ / Garcv G Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none _ if in floodplain (FLD) ;eNddition ILC and site plan if Win 2' of setback or in floodplain (FND) if -t flaedplain-ERLDew ILC and site plan es (FND) if Win 2' of setback (NRS) Maximum Lot Coverage: �S % Z sq. ft. Existing Improvements (footprints): K6n2 Proposed Improvements (footprints): House: sq. ft. House/addition: 1 sq. ft. Shed: sq. ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: q -g3 sq. ft. Other: sq. ft. Other*. I dg + l 4 :1 --sq. ft. T&rt� - Total Existing sq. ft Proposed+Existing 2 t q-6 0 sq. ft Lot Coverage % Lot Coverage "'(5. q % Required Setbacks: FR _�01 S S (s r R l'T Provided Setbacks: FR 30' S k5' S A170'R l5 , For additions or new construction, is the structure within 2 feet of minimum setbacks? r,2S If yes, add surveying condition FND. Maximum Height: 5 '� ft. Proposed Height: 50- fla-J ft. Does the bulk plane apply? (Y/N) ►`�� If yes, does it meet on all sides (Y/N): FR — (See 26-642 and 26-120.C.1 — applies to all single-family Maximum Size: 1 r Coo sq. ft. Proposed Size: 4- sq. ft. Parkland Conditions Does the permit result in a new dwelling unit (new stru If yes, have parkland dedication fees already been paid If fees are owed, add condition PFEE, notify oi, "-Fiti3LQCJ q✓" aav, 5426 5`+3 Sv2&' s�-Zq � 54Z S — S R -- �tures (new, addition, accessory) in R -1C and R-3) 'e or conversion from non -res use)? Y� i with a previous land use approval)? t:15 — Garcia notify building division, enter fee amount in ADG. 74. k I�erF 32.5 v-70-(* q'C&JA- 35' *R of e4 32' 4D -t>sP 4 ro.rr Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. 'fe2S -i n lie'-_ ►-1,4- Wee P° MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. NSA ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. KGr ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. — mws}�`� Lands aping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 150 �b- width of driveway 4g'__) / 70 = 2 'g (round up for required trees) Street trees required: Street trees provided:L.twr1 '" 00% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ;---In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit k.vA ❑ Not approved as an independent dwelling unit. VTv r M7 titRS rev? City of Wheat Pidgc ` a CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: Name of Firm/Individual submitting documents: Project Type/Description: 0K 1JW 1AAP90UI✓< LOT Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, T -M s 5TE,/L7,-i f am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridqe Sanitation District o Cfear Creek Sanitation istrict o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: 0"'-'-� r O t..a lam t/ 4-o o ld� n 2 c 12 v l 't5 /Leg ,.1 Signature: Date:— (Agency ate:( gency Representative) i Q/f viS _stF,/EAvx u n/ is it (4-A L l oWIZ50 �020/8o32g o- Cit of W heat R1jge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 -Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: #I Project Address: V Name of Firm/Individual submitting documents: ����1�Iy �, �� d A - Project Type/Description: �V�K./ S-f(Z- QW c1UV `i1� P V liV Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - ano acr; Dy msignature ne the project in icated above. LY am a duly authorized representative of the agency indicated below ow, hereby acknowledge receipt of documents necessary for review and approval of Agency represented: (Please check one) o West Metro Fire Protection o da F re Protection o heat Ridoe Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: � 1U U � )o r, ; c *z.3 L� ,, u . 1, .A /,a . 111 ^/ // _ A4- r'1:1,L-- • :1,L-- AIM SRO 5 2#0 F FCC- IVSD r Pe Warranty Deed (Pursuant to 38,0-113 C.R,SI.) 2018024169 3/16120181:32 PM PGS 1 $13.00 DF $55.05 Electronically Recorded Jefferson County, CO Faye Griffin, Clerk and Recorder TD1000 Y Suns Documentary Fee DNW* Mar+ch 13, 2019 ifs o3 THIS DEED, made on flilettcfl 131It, 4018 by LONNIE L. Stllfl'H i3nu tcx(a). of the City /lust County of Broomfield and Slate of Colorado for the consideration of (91154190D00) "'Five Hterdred Fifty Tbous>ww Fire Hundred end 08+100"' dollars In hand paid, hereby sells and conveys to STEPHANIE L GARCIA Grantee(s), whose street address is 41M EVERETT STREET, WHEAT RAE, CO 90033, County of Jefferson, and Stats of Colorado, the tofowbV rea! property In the County of Jefferson, and State of Coionado, to wft: LOT 20, BEL AM COUNTY OF JEFFERSON, STATE OF COLORADO. also known by street and number as: 4M EYERETL STREET, WHEAT RIME, CO 80039 with ail its appurteriances and warrants the Btle to the same. subject to penead takes for the ywr2018 and Moo specift ExBans dessrfbed by reWerm to rr cornied ciawrnenft all rued M Ira able Documents accepted by Grantae(s) in awrrianoet wIh Retard TRfs fR sMm (sexton a:^) of the Contract to Buy and See Reel Esaft mtat&V to rhe above descxtbed real pvape W dFs0lbutbn ufAky easerrrents (fnch4rr9 cebts Ty): those spttaft dy described rights of third parow not shown by the pLd t: remit at t,Yfddt Gran Ws) fres aril knotvft*e and tirhk3t were accepted by Grantee($) in accordance wfdr Off- Recaord TXb Afatters (Section 8 9) and Current Survey Pd"w (Section 9) of the Ccxrtract to BW and Sep ROW ESAM n3taft to tris above described reel pmperfy Inch aftm of the Property within any spodd tax dishfd, Any spwW assessment if lire kn pvvemera here not metalled as of the date of Buyers ai mWffe on the Contract to Buy and Sol Real Eware, whether assesmdpnor to or atter Com; and t11ADfitE' KATHERINE SHEPHERD LONNIE L SMITH NOTARY PUBLIC STATE OF C,OC,ORADO NcyrARY IR 20034009539 State of Colorado ) MY CorrNssion Expires 3tt2/2019 County of .Nlhrson The foregoing instrument was acknowledged before me on this day of Mereh 15th, 2018 by LONNIE L SMffH Witness my hand and official seal ry, My Commission expires: Cs V/7 Notary Public When Recorded Ratum to: STEPHANIE L. GARCIA �J—\Jyat—i�a•i„i- � I IR .20.10 tPo"Cr-r CO Irma -00e U100 19032,10 Fort 18 dosirWdeedafwd.html 70572436 (355729) dOO ggrr aqe O Geotechnical Engineering Report Proposed Residential Improvements 3563-3565 Dudley Street Wheat Ridge, Colorado Prepared for: Stephanie Garcia 2050 Raleigh Street Denver, Colorado 8021: Prepared by: Cole Garner Geoteo CGG Project No.: 18.22 November 21, 2018 dJ FOR nF C E; v November 21, 2018 Stephanie Garcia 2050 Raleigh Street Denver, Colorado 80212 Re: Geotechnical Engineering Report Proposed Residential Improvements 3563-3565 Dudley Street Wheat Ridge, Colorado CGG Project No. 18.22.252 Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 303.996.2999 Geoteclh Cole Garner Geotechnical (CGG) has completed a geotechnical engineering investigation for the proposed residential improvements to be constructed at the referenced site in Wheat Ridge, Colorado. This study was performed in general accordance with our proposal number P18.22.298, executed October 27, 2018. This geotechnical summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. • Subsurface Conditions: The soils encountered at our boring location included sandy lean clay to clayey sand extending to a depth of about 12 feet below existing site grade. Clayey to silty sand was encountered underlying the clayey soils and extended to a depth of about 23 feet below existing site grade. The soils underlying the sands consisted of sandy lean clay, which extended to the full depth of exploration. Groundwater was measured in our boring at a depth of about 13 feet below existing site grade. Other specific information regarding the subsurface conditions is shown on the attached Boring Log. • Building Demolition and Site Preparation: Portions of the proposed buildings will be constructed in areas occupied by existing structures. Demolition and removal of any portion of these structures will likely expose or generate loose soil conditions related to removal of these features. Demolition should include removal of foundations, underground utilities, and any loose or otherwise unsuitable backfill materials. The existing soils should be suitable for reuse in new fills and backfill, provided debris, organics and other unsuitable materials are removed. • Foundations and Interior Floors: We believe that shallow foundations (spread footings, rigid mats, etc.) should provide acceptable performance for support of the proposed structure(s) at the site. However, where are any loose/soft soils conditions are encountered, they should be mitigated as Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 directed by CGG. Movement associated with properly designed spread footings bearing on approved soils is expected to be within generally accepted tolerances, as outlined in the report. Finished living spaces are generally constructed over crawlspace foundations to help limit movement of interior floors. We caution the owner that any movement of floor slabs within finished living spaces may result in unacceptable levels of cosmetic cracking and distress. Therefore, the use of slab -on -grade floors should be considered only if movement and distress can be tolerated. • Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if you have any questions concerning this report or any of our testing, inspection, design and consulting services. Sincerely, Cole Garner Geot Glenn D. Ohlsen, P.E. Project Engineer Copies to: Addressee (1 PDF copy) 62j-- Andrew J. Ga ner, P.E. Principal, COO %,oie earner t3eotecnnical Page ii Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 TABLE OF CONTENTS Page No. Letterof Transmittal.............................................................................................................................. ii INTRODUCTION..................................................................................................................................... 1 PROJECTINFORMATION....................................................................................................................... 1 SITE EXPLORATION PROCEDURES......................................................................................................... 2 FieldExploration............................................................................................................................. 2 LaboratoryTesting.......................................................................................................................... 2 SITECONDITIONS.................................................................................................................................. 3 SUBSURFACE CONDITIONS................................................................................................................... 3 Geology........................................................................................................................................... 3 SoilConditions................................................................................................................................. 4 Field and Laboratory Test Results...................................................................................................4 Groundwater Conditions................................................................................................................. 4 ENGINEERING RECOMMENDATIONS....................................................................................................4 Geotechnical Considerations.......................................................................................................... 4 Earthwork........................................................................................................................................ 5 General Considerations............................................................................................................ 5 SitePreparation........................................................................................................................ 5 SubgradePreparation............................................................................................................... 6 CompactionRequirements.......................................................................................................6 Excavation and Trench Construction........................................................................................ 6 Foundation Design and Construction.............................................................................................. 7 Lateral Earth Pressures................................................................................................................... 8 SeismicConsiderations................................................................................................................. 10 Below -Grade Construction............................................................................................................ 10 Floor Slab Design and Construction.............................................................................................. 11 Final Grading, Landscaping, and Surface Drainage....................................................................... 12 Additional Design and Construction Considerations..................................................................... 13 Exterior Slab Design and Construction................................................................................... 13 UndergroundUtility Systems.................................................................................................. 14 Concrete Corrosion Protection............................................................................................... 14 GENERALCOMMENTS......................................................................................................................... 14 APPENDIX A: BORING LOCATION DIAGRAM, BORING LOG APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES, TYPICAL PERIMETER DRAIN DETAILS Cole Garner Geotechnical Page iii Geotechnical Engineering and Materials Testing Cole Garner Geotechnical 1070 W. 124`h Ave, Ste. 300 Westminster, CO 80234 303.996.2999 ' Geotech� GEOTECHNICAL ENGINEERING REPORT PROPOSED RESIDENTIAL IMPROVEMENTS 3563-3565 DUDLEY STREET WHEAT RIDGE, COLORADO CGG Project No. 18.22.252 November 21, 2018 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed residential improvements to be constructed at the referenced address in Wheat Ridge, Colorado. This report should be provided to the homeowner in accordance with State of Colorado disclosure laws. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • Subsurface soil conditions • Groundwater conditions • Foundation design and construction • Below -grade building construction • Lateral earth pressures • Floor slab design and construction • Earthwork • Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar subsurface conditions and structures, and our understanding of the proposed project. PROJECT INFORMATION We understand that the project will consist of construction of a new residence to be attached to the existing single-family home at 3565 Dudley Street to create a duplex residential structure (the address for the new home will be 3563 Dudley Street). We understand the existing residence is supported on a spread footing foundation. The new residence will be constructed "around" the existing detached garage (to be remodeled) on the lot and will include one story of wood frame construction supported on a reinforced concrete foundation. An attached garage is planned for the new residence. Basement Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 construction is not planned. We anticipate home and garage floors may consist of a conventional concrete slab -on -grade. A remodel of the existing residence (3565 Dudley Street) to include a detached garage is also planned on the north side of the building. Although not provided, we assume structural loading for the buildings will include maximum wall and column loads on the order of about of about 2 to 4 kips per linear foot, and 50 kips, respectively. If our understanding of the project, or assumptions above, is not accurate, or if you have additional useful information, please inform us as soon as possible. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included site reconnaissance by a field engineer, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: We investigated the subsurface conditions on the site with one test boring, as shown on the Boring Location Diagram in Appendix A. Our boring was advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stem auger to a depth of about 35 feet below existing site grade. A lithologic log of the boring was recorded by our field personnel during the drilling operations. At selected intervals, samples of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound automatic hammer falling 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in the boring at the time of site exploration and again one day later. The boring was loosely backfilled with the auger cuttings upon completion of groundwater measurement. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and a Boring Log was prepared. This log is presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards. Cole Garner Geotechnical Page 2 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 Selected soil samples were tested for the following engineering properties: • Water content 0 Grain size • Dry density 0 Plasticity Index • Swell/Consolidation Water-soluble sulfates SITE CONDITIONS The site is located at 3565 Dudley Street in Wheat Ridge, Colorado. The lot is bounded by Dudley Street to the east and residential development to the other directions. An existing one-story residence with detached garage is located on the central portion of the lot. At the time of our field exploration, the ground surface was predominantly covered with a low growth of grass. Multiple mature trees were also present. An asphalt driveway was present on the north side of the lot. The lot site was generally flat. Based on review of USGS topographic maps, the surrounding area has a slight downward slope to the north, toward Clear Creek. SUBSURFACE CONDITIONS Geology: Surficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) (11-indvall, 1979), consist of Loess of Holocene to Upper Pleistocene Age. These materials are described to include sandy silt, clay, and silty clay. Thickness of these materials is reported to generally be on the order of 10 to 25 feet. Bedrock mapped in the area consists of the Denver and Arapahoe Formations of Paleocene and Upper Cretaceous Age. These formations within the area have been reported to include interbedded claystone, sandstone, siltstone, shale, and conglomerate. The thickness of this unit(s) in the area has been reported to be on the order of 780 feet. Mapping completed by the Colorado Geological Survey (2 Hart, 1972) indicates the site is located in an area of "Moderate Swell Potential." This category generally includes bedrock with some surficial soils. The soils encountered in our boring exhibited low expansive potential. No other geologic hazards were identified. Seismic activity in the region is anticipated to be low. With proper site grading around proposed structures, erosional problems at the site should be reduced. 1 Lindvall, R.M., 1979, Geologic Map of the Arvada Quadrangle, Adams, Denver, and Jefferson Counties, Colorado. USGS Map GQ - 1453. Z Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Sheet 2 of 4. Cole Garner Geotechnical Page 3 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 Soil Conditions: The soils encountered at our boring location included sandy lean clay to clayey sand extending to a depth of about 12 feet below existing site grade. Clayey to silty sand was encountered underlying the clayey soils and extended to a depth of about 23 feet below existing site grade. The soils underlying the sands consisted of sandy lean clay, which extended to the full depth of exploration. Other specific information regarding the subsurface conditions is shown on the attached Boring Log. Field and Laboratory Test Results: Field test results indicated that the clay soils were stiff in consistency, while the sand soils were loose in relative density. The clayey soils are considered moderately plastic and exhibited low expansive potential at existing moisture contents. The sand soils are considered non- to low plastic and generally non -expansive. Testing of a select soil sample for the presence of water-soluble sulfates indicated a concentration of 400 parts per million (ppm). Groundwater Conditions: Groundwater was encountered at a depth of about 17 feet below existing site grade during drilling of our boring. When checked one day later, groundwater was measured at a depth of about 13 feet below existing site grade. Based upon review of U.S. Geological Survey Maps (3 Hillier, et al, 1983), regional groundwater beneath the project area is expected to be encountered in alluvial deposits at depths generally ranging from 10 to 20 feet below the ground surface. The above groundwater observations are only representative of the locations explored at the time(s) of our exploration. Seasonal fluctuations in groundwater elevation beyond those indicated above should be expected, therefore, the possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. ENGINEERING RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction as long as the recommendations included herein are incorporated into the design and construction aspects of the project. The geotechnical concerns with respect to the proposed development are outlined below. • Building Demolition and Site Preparation: Portions of the proposed buildings will be constructed in areas occupied by existing structures. Demolition and removal of any portion of these structures will likely expose or generate loose soil conditions related to removal of these features. Demolition should include removal of foundations, underground utilities, and any loose or otherwise unsuitable backfill materials. The existing soils should be suitable for reuse in new fills and backfill, provided debris, organics and other unsuitable materials are removed. 3 Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. Cole Garner Geotechnical Page 4 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 • Foundations and Interior Floors: We believe that shallow foundations (spread footings, rigid mats, etc.) should provide acceptable performance for support of the proposed structure(s) at the site. However, where are any loose/soft soils conditions are encountered, they should be mitigated as directed by CGG. Movement associated with properly designed spread footings bearing on approved soils is expected to be within generally accepted tolerances, as outlined in the report. Finished living spaces are generally constructed over crawlspace foundations to help limit movement of interior floors. Where movement can be tolerated, the use of slab -on -grade floors may be considered. • Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. Design and construction recommendations for the foundation system and other earth -connected phases of the project are outlined below. Earthwork: • General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by CGG. The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project. • Site Preparation: Strip and remove existing vegetation and other deleterious materials from proposed building and pavement areas. Existing trees, root balls and laterally oriented roots greater than about 1 -inch in diameter should be removed from below footing foundations. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. Demolition of any portion of the existing structures should include complete removal of all foundation elements within the proposed construction area(s). Demolition should also include removal of any loose backfill found adjacent to existing foundations or associated with underground utilities. If any drilled pier foundations are present, they will need to be truncated at least 3 feet below new foundations, floor slabs, etc. All non -inert materials derived from the demolition of existing structures should be removed from the site and should not be allowed for use in any on-site fills without approval of the engineer. Inert construction debris such as concrete produced by demolition of the existing structures may be crushed and re -used on-site for Cole Garner Geotechnical Page 5 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 mitigation of any soft conditions. In general, where any loose soils are generated from demolition and removal of any portion of the existing structures, they can generally be mitigated by removal and recompaction below foundations and floor slabs. The stability of the site subgrade may also be affected by precipitation, proximity to groundwater, repetitive construction traffic, or other factors. If unstable conditions are encountered or develop during construction, workability may be improved by scarifying and aeration. Overexcavation of wet zones and replacement with crushed rock or recycled concrete may also be necessary, and should be based on observations of exposed conditions by our firm. Subgrade Preparation: The engineer should evaluate foundation subgrade soils in order to confirm or modify our recommendations for the bearing soils. Foundations should bear on approved undisturbed soils or engineered fill extending to these materials. All subgrade soils below new fill, slab -on -grade floors, exterior PCC flatwork, and pavements should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted as discussed below just prior to construction of these elements. • Compaction Requirements: Clean on-site soils or approved imported materials may be used as fill material. Engineered fill for site development, grading, and below foundations and floor slabs should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. It is imperative that moisture be added to the soils during compaction. Fill soils should be placed and compacted according to the following criteria: Item Description Fill Lift Thickness 8 to 12 inches or less in loose thickness Compaction Clayey soils: 95% of standard Proctor dry density (ASTM D698) Requirements Non -plastic sands: 95% of modified Proctor dry density (ASTM D 1557) Clayey soils: Optimum to 4% above optimum moisture content Moisture Content Non -plastic sands: 2% below to 3% above optimum moisture content We recommend engineered fill be tested for moisture content and compaction during placement on a nearly full-time basis during any mass grading or sub -excavation work. Should the results of the in- place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. The compacted soils should not be allowed to dry out prior to foundation/floor slab construction. • Excavation and Trench Construction: It is anticipated that excavations for the proposed construction can be accomplished with conventional, heavy-duty earthmoving equipment. The clays are expected to stand on relatively steep slopes; however, caving sand soils are also present at the Cole Garner Geotechnical Page 6 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 site. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as needed to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. As discussed, groundwater was measured in our boring at a depth of about 13 feet below existing site grade. If any excavations penetrate the groundwater (not anticipated), temporary dewatering may be required during excavation, earthwork and backfilling operations for proper construction. Pumping from sumps may be utilized to control water within the excavations. Care should be used as excavations approach property lines, roadways, and underground utility easements. Shoring of the sides of excavations may be required to project these features. Shoring should be designed by an engineer familiar with multiple systems and installed by a qualified contractor. As an alternative, excavations may be staged in order to limit the length of areas open at any given time. We are available to discuss potential shoring methods and alternatives upon request. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Foundation Design and Construction: Provided that mitigation of any loose/soft soil conditions is performed as outlined above, we believe that shallow foundations (spread footings, rigid mats, etc.) should provide acceptable performance for the proposed structure(s) with estimated movement within generally accepted tolerances (as outlined in the table below). if this amount of movement cannot be tolerated, we should be contacted to provide alternative foundation recommendations. Cole Garner Geotechnical Page 7 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 The following foundation design criteria may be used for the structural design of foundations: Criteria Design Value Bearing Conditions' Approved undisturbed soils or engineered fill approved by the engineer Maximum net allowable bearing pressure' 2,000 psf Modulus of Subgrade Reaction, k 50 pci Min. depth below grade, exterior wall footings' 36 inches Min. depth below grade, interior footings3 12 inches Estimated total foundation movement4 1 inch Estimated differential movement4 % to % inch 1. CGG should be contacted to observe foundation excavations. Any loose/soft soil conditions should be removed and recompacted as directed by CGG. 2. The design bearing pressure may be increased by 1/3 when considering total loads that include transient wind or seismic conditions. 3. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. 4. Based on assumed structural loads. Footings should be proportioned to apply relative constant dead load pressure in order to reduce differential movement between adjacent footings. Additional foundation movements could occur if excessive water from anv source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. Failure to maintain proper surface drainage could result in excessive soil -related foundation movement. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by foundation movement. As discussed, foundation excavations and earthwork operations should be observed by CGG. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations may be required. Lateral Earth Pressures: Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls are shown below. Cole Garner Geotechnical Page 8 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 —. �— Active Pressure assumes movement Finished Grade S At -Rest Pressure should be used where t movement is restrained H eft) s Pz P+ Active earth pressure is commonly used for design of freestanding cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides (i.e. basement walls) should be designed for earth pressures at least equal to those indicated in the following table. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. EARTH PRESSURE COEFFICIENTS Earth Coefficient for backfill Equivalent fluid Surcharge Earth pressure pressure type pressure, pcf pressure P1 PZ psf conditions psf Active (Ka) On-site clay soils - 0.38 45 (0.38)S (45)H At -Rest (Ko) On-site clay soils - 0.54 65 (0.54)S (65)H Passive (Kp) On-site clay soils — 2.1 250 --- --- Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0.01 Z to 0.02 Z, where Z is wall height • for passive earth pressure, wall must move horizontally to mobilize resistance • uniform surcharge, where S is surcharge pressure • in-situ soil backfill weight a maximum of 120 pcf • horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density • loading from heavy compaction equipment not included • no groundwater acting on wall • no safety factor included • ignore passive pressure in frost zone Cole Garner Geotechnical Page 9 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 Backfill placed against the structure should consist of on-site soils processed to a soil -like consistency with a maximum size of about 4 to 6 inches. Backfill should be moisture conditioned to near optimum, placed in relatively thin lifts appropriate for the compaction equipment used. We recommend a drainage system be installed at the foundation level to control the water level behind any below -grade walls (crawlspace or basement) or retaining walls. If this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. Seismic Considerations: Based on the subsurface conditions encountered at the site, we estimate that a Site Class D is appropriate for the site according to the 2015 International Building Code (Section 1613.3.2 referencing Table 20.3-1 of ASCE 7, Chapter 20). This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed by the code. Actual shear wave velocity testing/analysis and/or exploration to 100 feet was not performed. Below -Grade Construction: Groundwater was encountered during our field exploration at a depth of about 13 feet below existing site grades. We understand that crawlspace or slab -on -grade construction is planned the structure(s). Shallower, perched groundwater can develop after construction and can impact the design and construction of below -grade areas. Water that infiltrates backfill soils around the foundation can become "trapped" at the base of the crawlspace excavation. In addition, installation of any additional landscaping and irrigation systems may lead to additional perched groundwater development. Our experience indicates that if not controlled, this perched groundwater can become a nuisance for homeowners and possibly cause damage to infrastructure and buildings. Maintaining proper surface drainage can help reduce the potential impacts of perched groundwater; however, prudent subsurface drainage systems can also be used to collect and divert perched groundwater. Experience indicates that over a period of time, moist conditions and possibly standing water can develop in crawl space areas. Crawl space areas should be well ventilated to help control humidity and to facilitate moisture release. To help promote drainage towards the perimeter of the structure, we suggest "crowning" the subgrade at the center of the crawl space area. To further control humidity, consideration could be given to placing a vapor retarder on the exposed soils in the crawl space. The vapor retarder should be sealed at joints and attached to concrete foundation elements. To reduce the potential for perched groundwater to impact foundation -bearing soils and enter the crawlspace, installation of a perimeter drainage system around the foundation is recommended. The drainage system should include a perforated drain pipe embedded in clean gravel placed in a trench Cole Garner Geotechnical Page 10 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Proiect No. 18.22.252 excavated around the perimeter of the crawlspace foundation. The trench should be sloped at a minimum of 1/8 inch per linear foot to direct perched water to a suitable outlet, such as a sump pit within the crawlspace of the home where water can be removed by pumping. We commonly recommend the drain be installed around the exterior of the foundation when this perched water is the expected source of subsurface water. However, the drain may be placed on the interior of the foundation provided footings contain "block outs" or void forms every 10 to 12 feet to allow exterior water to enter the interior drain system. Typical drain construction details are included in Appendix C. Floor Slab Design and Construction: As discussed, the soils encountered on this lot exhibited low expansive potential. This testing was conducted in part to evaluate the risk of movement of conventional slab -on -grade floors. The Slab Performance Risk Categories as defined by the Colorado Association of Geotechnical Engineers (CAGE) are outlined below: Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0 to less than 3 0 to less than 2 Moderate 3 to less than 5 2 to less than 4 High 5 to less than 8 4 to less than 6 Very High 8 or more 6 or more Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and/or bedrock profile likely to influence slab performance. According to CAGE recommendations, the use of a slab -on -grade floor system is generally considered acceptable (typical movements will be within generally acceptable tolerances) when bearing on soils or bedrock within the Low and Moderate Slab Performance Risk Categories. The soils encountered on this lot are in the Low Slab Performance Risk Category; therefore, the use of slab -on -grade floors may be considered for the structures. Provided that mitigation of any loose/soft soils is performed below the building footprint (to include below the floor slab), we believe there is low risk of post -construction floor slab movement. Slab -on - grade floors will be subject to some movement, even when bearing on low expansive, properly compacted subgrade. We believe that total and differential floor slab movement could be on the order of 1 inch, when bearing on approved undisturbed soils or compacted fill. Finished living spaces are generally constructed over crawlspace foundations to help limit movement of interior floors. We caution the owner that any movement of floor slabs within finished living spaces may result in unacceptable levels of cosmetic cracking and distress. Therefore, the use of slab -on - grade floors should be considered only if movement and distress can be tolerated. If this degree of movement cannot be accepted, the use of a structural floor system, supported on the foundation over a crawlspace, should be considered for finished areas. Cole Garner Geotechnical Page 11 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 Slab -on -grade subgrade soils should be evaluated prior to foundation construction and all subgrade soils prepared as outlined in the "Earthwork" section of this report. For structural design of concrete slabs - on -grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or compacted soils at the site. Additional floor slab design and construction recommendations are as follows: • Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking. • A minimum 2 -inch void space should be constructed below non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. The thickness of the partition void should be checked periodically and adjusted as needed to maintain a void space. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. • The use of a vapor retarder/barrier should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder/barrier. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in Section 302.111 of the ACI Design Manual, are recommended. Final Grading, Surface Drainage and Landscaping: All grades must be constructed to provide positive drainage away from structure(s) during construction, and it is imperative that grades be maintained throughout the life of the proposed building. Water permitted to pond near or adjacent to the perimeter of structure (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained and water is allowed to infiltrate the supporting subgrade. Cole Garner Geotechnical Page 12 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 We typically recommend exposed ground around foundations be sloped at a minimum of 10 percent grade for at least 10 feet beyond the perimeter of the building, where possible. Flatter slopes may be appropriate in areas where site constraints require. The use of swales, chases and/or area drains may be required to facilitate drainage in unpaved areas around the perimeter of the building. In all cases, the grade should slope a minimum of 5 percent away from structures in accordance with the applicable building code. After building construction and prior to completion of landscaping, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. A review of grading should also be performed after landscaping to assure grades have been maintained. Areas where foundation backfill has settled should be repaired immediately to prevent ponding of water adjacent to foundations. Based on our experience, roof drain downspouts tend to deliver large amounts of water near foundations. Downspouts should discharge on pavements or be extended away from the structure a minimum of 5 to 10 feet through the use of splash blocks or downspout extensions. Roof drains may also be designed to discharge to storm sewers by solid, rigid PVC pipe or daylighted to a detention pond or other appropriate outfall, however, a Civil Engineer should be consulted to design the system if this option is considered. We do not recommend discharging flow below the ground surface using flexible pipe, as pipe grades and pipe integrity are difficult to maintain using this product. Outfalls should be protected from damage, blockage, and small animals. Landscaped irrigation adjacent to foundations should be minimized or eliminated. Planters located adjacent to the structure should preferably be self-contained. Sprinkler mains and spray heads should be located a minimum of 5 feet away from the building line and outside the foundation backfill zone, if possible. Trees or other vegetation whose root systems have the ability to remove excessive moisture from the subgrade and foundation soils should not be planted next to the structure. Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to 1.5 times their expected mature height. Backfill against footings, exterior walls and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Additional Design and Construction Considerations: • Exterior Slab Design and Construction: Flatwork and pavements will be subject to post construction movement due to backfill settlement and/or soil/frost heave. The amount of movement will be related to the compactive effort used when the fill soils are placed and future wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. Cole Garner Geotechnical Page 13 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 To reduce the potential for damage, we recommend: • exterior slabs in critical areas be supported on a zone of recompacted soils. • supporting of flatwork at building entrances and other critical areas on haunches attached by the building foundations. • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. • provision for adequate drainage in areas adjoining the slabs. • use of designs which allow vertical movement between the exterior slabs and adjoining structural elements. • Underground Utility Systems: All underground piping within or near the proposed structure should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in foundation walls should be oversized to accommodate differential movements. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas. • Concrete Corrosion Protection: Testing of a select soil sample for the presence of water-soluble sulfates indicated a concentration of 400 parts per million (ppm). ACI rates the measured concentration as being a moderate risk of concrete sulfate attack. Therefore, ACI recommends the use of ASTM Type II Portland cement (or equivalent) for concrete on and below grade. Project concrete should be designed for moderate sulfate risk in accordance with the provisions of Section 318, Chapter 4, of the ACI Design Manual. GENERAL COMMENTS CGG should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. CGG should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the boring performed at the indicated location and from other information discussed in this report. This report does not reflect variations that may occur across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. Cole Garner Geotechnical Page 14 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Residential Improvements — 3563-3565 Dudley Street, Wheat Ridge, CO CGG Project No. 18.22.252 The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless CGG reviews the changes, and either verifies or modifies the conclusions of this report in writing. Cole Garner Geotechnical Page 15 Geotechnical Engineering and Materials Testing APPENDIX A BORING LOCATION DIAGRAM BORING LOG AJ O O m f0 C m u '0 N 6 00 0 Q u cy) C7 Y rn Lcy) 0) r'4C) N L C W E" - 3 € '4 t 4l s t or ... — RN. i f i , O O m f0 C m u '0 N 6 00 0 Q u cy) C7 Y rn Lcy) 0) r'4C) N L C W Cole Garner Geotechnical BORING NUMBER 1 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Ms. Stephanie Garcia PROJECT NAME Proposed Residential Improvements PROJECT NUMBER 18.22.252 PROJECT LOCATION 3563-3565 Dudley Street Wheat Ridge CO DATE STARTED 11/6/18 COMPLETED 11/6/18 GROUND SURFACE ELEV. Not Provided PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Unlimited Access Drilling SURFACE CONDITIONS Landscaped grass lawn DRILLING METHOD CME -45 /Solid Stem Auger GROUND WATER LEVELS: HAMMER TYPE Automatic SZ DURING DRILLING 17.00 ft LOGGED BY TMC CHECKED BY AG AFTER DRILLING 13.00 ft - 11/7/18 U Q J U MATERIAL DESCRIPTION = w Z 0 J O m U = W o W d � Q U) > o j O U W D O He � 3 o W.0 w o uu `� t— w OZ �O U F� z a } J � � N Z�CL OQo U= o _jafQ W=O � cn SANDY LEAN CLAY to CLAYEY SAND, brown to dark brown, white, iron -stained, calcareous, dry to moist, stiff/loose 5 CL CB 100 14/12 6.8 117 +1.5/500 10 SC CB 100 12/12 13.7 1 116 -0.1/500 ' 12 X. CLAYEY to SILTY SAND, fine grained, brown to dark brown, tan, iron -stained, moist to wet, loose 15 SC/SM CB 100 6/12 22.7 102 -1.4/1000 Q 20 SC/SM CB 100 9/12 20.6 107 23 SANDY LEAN CLAY brown, tan, iron -stained, calcareous, moist to wet, stiff 25 CL CB j 100 17/12 21.3 107 30 CL CB 100 13/12 22.1 105 35 35 CL CB 1 100 1 13/12 122.0 1 104 Approbmate bottom of borehole at 35.0 feet. APPENDIX B LABORATORY TEST RESULTS Geotech Cole Garner Geotechnical SWELUCONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Ms. Stephanie Garcia PROJECT NAME Proposed Residential Improvements PROJECT NUMBER 18.22.252 PROJECT LOCATION 3563-3565 Dudley Street, Wheat Ridge CO 10 8 6 4 w + U J r w o uJ 2 0 00 M N N N N O z O0 N LULU Q (D 0 N J -2 O w U) O a CJ z z -4 W z w U) w -6 U O U a -8 C2 C2 U 3 U -10 0.1 1 10 100 W 0 N APPLIED PRESSURE, ksf 0 c� m a Cn 0 w J Z Z a J Z U BOREHOLE DEPTH Classification Yd MC% • 1 4.0 SANDY LEAN CLAY(CL) 117 7 z Note: Water Added to Sample at 500 psf. Date: 11/12/18 0 O Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Ms. Stephanie Garcia PROJECT NAME Proposed Residential Improvements PROJECT NUMBER 18.22.252 PROJECT LOCATION 3563-3565 Dudley Street Wheat Ridge CO 10 8 6 Uj 4 w + �J Cn J } W w o C0 2 m N N N N m Z o O N O Q 0 -2 C/)J F_ O LU U) CK OO a U z z -4 W Z w U) z w -6 U O U J a -8 w U U -10 0.1 1 10 100 a N APPLIED PRESSURE, ksf ❑ c� m a J z co Note: Water Added to Sample at 500 psf. Date: 11/12/18 a J U) U) Z U BOREHOLE DEPTH Classification 'Yd MC% • 1 9.0 CLAYEY SAND(SC) 116 14 w Z Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Ms. Stephanie Garcia PROJECT NAME Proposed Residential Improvements PROJECT NUMBER 18.22.252 PROJECT LOCATION 3563-3565 Dudley Street, Wheat Ridge CO 10 8 6 4 w w + � J U J w oco2 0 N M o N N N N � z O0 N O Q cD 0 U J -2 O w U) o z O a U z z -4 w F - z w m in w -6 U O 0 U J -8 a ro w O U -10 0.1 1 10 100 W 0 N APPLIED PRESSURE, ksf 0 c� of a J 0 U) w z Z a 0 U) z O U BOREHOLE DEPTH Classification Yd MC% • 1 14.0 CLAYEY to SILTY SAND 102 23 Note: Water Added to Sample at 1000 psf. Date: 11/12/18 Cl)\ >1 (1) J /3� D \ Cf) C)�- \ { \ -- iD / / / 7 O > , _ \ \ /C 7 / ? \ a-j� ° O ) / � §\\ E a §)7 u ® a / -CD z ~ LU LU��`® Lo Lo 8 ƒ� \\ \ \ Cl � � ƒ \ 0 t m @ @ 2 /} / \ \ d \ ? / 3 a ®� s o w w e m o 3:(o a Cl) q \ & q \ E 2 Cl) M q ) / k k . «c \ /O ° \ / \ \ \ \ \ ±¢ _ $ c)o \ \ O o O 2< O w 2 2/ 7 2 2 2 o £ © ƒ £ IT -Cl) -j a -i -j -1 § k k ) LO \ \ \ 03:;.s ¢ E= 3 \ ƒ \ \ < < < 2% 72 2» m O O O m m CO /% 4/ k /§ ± g c/% 7% CO . ) § z z w ƒ j co Idea, a ca ,6�i6 z.am wa, aanm(J\J ,ease, -9 aUOZ m -sem ma me am.aev� APPENDIX C GENERAL NOTES TYPICAL PERIMETER DRAIN DETAILS GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1%" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube — 2.5" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler- 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92" I.D., 2.5" O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" O.D. California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS (CB) (SS) (CB) Blows/Ft. Blows/Ft. Consistency <3 0-2 Very Soft 3-5 3-4 Soft 6-10 5-8 Medium Stiff 11-18 9-15 Stiff 19-36 16-30 Very Stiff > 36 > 30 Hard COARSE-GRAINED SOILS BEDROCK (CB) (SS) Relative (CB) With 15-29 Blows/Ft. Blows/Ft. Density Blows/Ft. Blows/Ft. Consistency 0-5 <3 Very Loose < 24 < 20 Weathered 6-14 4-9 Loose 24-35 20-29 Firm 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 47-79 30-50 Dense 61-96 50-79 Hard > 79 > 50 Very Dense > 96 > 79 Very Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Terms of Percent of Other Constituents Dry Weight GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests° Coarse Grained Soils More than 50% retained on No. 200 sieve Gravels Clean Gravels Cu a 4 and 1 s Cc s 3E More than 50% of coarse Less than 5% fines° Cu < 4 and/or 1 > Cc > 3E fraction retained on No. 4 sieve Gravels with Fines More Fines classify as ML or MH Sands 50% or more of coarse fraction passes No. 4 sieve Fine -Grained Soils Silts and Clays 50% or more passes the Liquid limit less than 50 No. 200 sieve than 12% fines` Fines classify as CL or CH Clean Sands Cu 2:6 and 1 s Ccs 3E Less than 5% fines' E Soil Classification Group Symbol Cu < 6 and/or 1 > Cc > 3 Sands with Fines Fines classify as ML or MH More than 12% fines° Fines classify as CL or CH Inorganic PI > 7 and plots on or above "A" line' GC PI < 4 or plots below "A" line' Organic Liquid limit - oven SM A. -A < 0.75 Soil Classification Group Symbol Group Name' GW Well graded gravel' GP Poorly graded gravel' GM Silty gravelFG" GC Clayey gravelF1" SW SP Well graded sand' Poorly graded sand' SM Silty sand"' SC Clayey sand"' CL Lean clay"-' ML SiltK•L•M OL Organic clay'-'-'-' Liquid limit - not Organic silt'-`'` dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clay',LM Liquid limit 50 or more soils and fine-grained fraction of coarse-grained soilsV� Equation of "A" - line PI plots below "A" line MH Elastic silt"`•' Organic Liquid limit - oven dried Organic clay',Lm P < 0.75 OH Liquid limit - not dried Organic siltK•L•M•Q Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3 -in. (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW -GM well graded gravel with silt, GW -GC well graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW -SM well graded sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay z ECU = D60/Di0 Cc= D30 Dio x D6o F If soil contains z 15% sand, add "with sand" to group name. GIf fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 50 d W 40 O Z 30 U CO 20 a 10 7 4 0 "If fines are organic, add "with organic fines" to group name. ' If soil contains z 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "With gravel," whichever is predominant. L If soil contains z 30% plus No. 200 predominantly sand, add "sandy" to group name. "'If soil contains z 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI a 4 and plots on or above "A" line. °PI < 4 or plots below "A" line. PPI plots on or above "A" line. °PI plots below "A" line For classification of fine-grained soils and fine-grained fraction of coarse-grained soilsV� Equation of "A" - line . r 7 rte,' Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL -20) O� o� G+ Equation of "U" - line Vertical at LL=16 to P1=7, then PI -0.9 (LL -8) ,G�otO�. � i MH or OH ML or OL 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundation Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R -Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulfate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil Index Property Soil mass. Behavior REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast -in-place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of mechanical manipulation Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man -Made Fill) Existing Grade The ground surface at the time of field exploration. REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. O QW K m 7 N w J Q C, U, 2 LU (n LU [Y W afD }w0 LU a W0Z WO9 aa~aCa oO LU LL zwW 0, ea Un n. U o .0 m S v cn N N 47 00 > O Q N z _C LO GJ o N ° C) J_ Q Z t~u O O Q W Z Z Lu O O J ccLL V E z a O O W LL CL ui J Q V N O O z z i / %. 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U o .0 m S v cn N N 47 00 > O Q N z _C LO GJ o N ° C) J_ Q Z t~u O O Q W Z Z Lu O O J ccLL V E z a O O W LL CL ui J Q V N O O z In I uj tOOFO aCDOw w OHw HUcctY U' OO y W zcowzce OE-HJZ LL$>rryiu A O! watz W 0— EAS Q W A S q: w v U O 1" 1 ,ZOO.O-. a a. rn O_ v O �C m t v O M O `� Cj O 000 Q O L N +' N O ^o m J_ Q z W O O 0 Q oC z p Z Z D O (i 1L a W z r- O fY MLU LL LU J a u O 0 z J LU Q LU CA co >- y N Z W W Z C 6 C ►C- A D t^- Q a O 4 O O Z w p .1c YC O Jj Z�Oy O Z IL i -J CU z o „Wa„-j? a aq W z O as Qo yN iL; ¢ oz C -1w w A G7 Cd ,��.lwll Q tY rCS � 0. at7 V Z U b < W Z M O b O[ m 0 N Z IL G ^ _ 'L W\ Mr W J O W 4 a ~ a a W S Z G,� 4 _. 3+0 r y % N V J W �p �.. 4 FAG /a-� a m 01 ? uj z 0.Q+ a x 6 d Q K O o c� In I uj tOOFO aCDOw w OHw HUcctY U' OO y W zcowzce OE-HJZ LL$>rryiu A O! watz W 0— EAS Q W A S q: w v U O 1" 1 ,ZOO.O-. a a. rn O_ v O �C m t v O M O `� Cj O 000 Q O L N +' N O ^o m J_ Q z W O O 0 Q oC z p Z Z D O (i 1L a W z r- O fY MLU LL LU J a u O 0 z CERTIFIED Certificate of Product Ratings AHRI Certified Reference Number: 201811657 Date : 12-12-2018 Model Status : Active AHRI Type: RCU-A-CB Series: XR16 Outdoor Unit Brand Name : TRANE Outdoor Unit Model Number (Condenser or Single Package) : 4TTR6042J1� Indoor Unit Model Number (Evaporator and/or Air Handler) : 4TXCB006DS3 Furnace Model Number: S9V2B080U4PSB Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. The manufacturer of this TRANE product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 41000 SEER: 15.50 EER (A2) -Single or High Stage (95F) :1100 f"Active" Model Status are those that an AHRI Certification Program Participant isrrently p ucing A D JMlrngdrAfre r sale, OR new models that are being marketed but are not yet being produced." Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ras that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations. warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HT G, CERTIFICATE VERIFICATION & REFRIGERATIONINSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we makVVVVi�e V,9k1R(dge and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. R ©2018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131891����1$0@Q�fOn CERTIFIED man W IS www.ahridirectory.org L Certificate of Product Ratings AHRI Certified Reference Number : 10509478 Date : 12-12-2018 Model Status : Active Brand Name: TRANE Series Name: TRANE S9V2 Model Number: S9V2B08OU4PS*** Rated as follows in accordance with Department of Energy (DOE) furnace test procedures as published in the latest edition of the Code of Federal Regulations, 10 CFR Part 430 AFUE, (%) :96.0 Output Heating Capacity (MBTUH) : 78 The following data is for reference only and is not certified by AHRI Input Rating (MBTUH) : 80 Ef (MMBTU/yr) :80.1 Eae including Eso(kWh/yr) : 441 PE (watts) : 86 Configuration : Horizontal, Upflow Lowboy: NO Mobile Home?: NO Single Package Unit: NO Electronic Ignition : YES Electro -Mechanical Vent Damper(s) : NO Power Combustion or Power Vent : YES Condensing Type : YES Direct Vent : YES Electrically Efficient : YES Electronically Commutated Motor (ECM) : YES Configuration : Horizontal, Upflow t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale, OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the Drevious (i.e. WAS) rating DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. Wf1 . t e TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2018Air-Conditioning, Heating, and Refrigeration Institute [CERTIFICATE NO.: 131891218912591791 This furnace qualifies for AFUE & AMACF Federal Energy Efficiency tax when placed in service between Feb 17 2009 and Dec 31 2016. AM0Credit NON C E RT I F I E D www.ahridirectory.org Certificate of Product Ratings Fuel Type : Natural Gas, Propane Gas Footnotel : This furnace is equipped with an Electronically Commutated Motor (ECM) Footnote2 : (' or " or "') May be any suffix letters or numbers. Footnote3 : May be installed in a Manfactured/Mobile Home with BAYMFGH100A Kit Footnote4 : Air leakage — 2% of design airflow rate in accordance with ASHRAE 193 City of Wheat Ridge Building Division DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS ans This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and AN confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; _rW entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. - ©2018 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131891218912591791 3 93.9°F y Manual S Compliance Report Job: Everett Plan '� TCDCA'�iS Date: Dec 14, 2018 LI We are the misslny plxe' Entire House Di gitally signed by Thomas By: Jimmy Conlon Latent gain: 0 Btuh `1k�jC5 V Platania Indoor design DB: ProCalcs, LLC'""rc`"`^ v`^9— Date: 2018.12.1412:01:44 CAC1815254 ProCalcs, LLC -05'00 P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Design Conditions Outdoor design DB: 93.9°F Manufacturer: Sensible gain: 32079 Btuh Entering coil DB: 75.0°F Outdoor design WB: 60.7°F 68288 Btuh Latent gain: 0 Btuh Entering coil WB: 61.7°F Indoor design DB: 75.0°F Total gain: 32079 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Trane Model: 4TTR6042J1+4TXCB006DS3+S9V2B080U4PS Actual airflow: 1100 cfm Sensible capacity: 31803 Btuh 99% of load Latent capacity: 3275 Btuh 0% of load Total capacity: 35079 Btuh 109% of load SHR: 91% Heating Equipment Design Conditions Outdoor design DB: -1.4°F Heat loss: 55157 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Trane Actual airflow: 1496 cfm Output capacity: 68288 Btuh Meets all requirements of ACCA Manual S. Model: S9V213080U4PS"* 124% of load -�- wrightsoft �'� Right-Suite®Universal 201818.Q31RSU25375 ...\Everett Plan\Working Drawings\Everett Plan.rup Calc= MJ8 Front Doorfaoes: E Temp. rise 50 °F City of 201-9-R�04 cfa: Q'" Page 1 Building Division q Load Short Form Job: Everett Plan *. 'CS Date: Dec 14, 2018 t 'Weamth-1sA,9piece' Entire House By: Jimmy Conlon ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Htg Clg Infiltration Outside db (°F) -1 94 Method Blower door Inside db (°F) 70 75 Shielding / stories 3 (partial) / 3 Design TD (°F) 71 19 Pressure /AVF 50 Pa / 2197 cfm Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/lb) 62 -35 HEATING EQUIPMENT Make Trane Trade TRANE Model S9V2B080U4PS*** AHRI ref 10509478 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96AFUE Area (fe) 80000 Btuh 68288 Btuh 50 °F 1496 cfm 0.027 cfm/Btuh 0.90 in H2O COOLING EQUIPMENT Area (fe) Make Trane Clg load (Btuh) Htg AVF (cfm) Trade XR16 Mud Room Closet 36 Cond 4TTR6042J1 60 29 Coil 4TXCB006DS3+S9V2B080U4PS Mud Room AHRI ref 201811657 2281 994 Efficiency 13.0 EER, 15 SEER 34 Sensible cooling 31200 Btuh Latent cooling 7800 Btuh Total cooling 39000 Btuh Actual air flow 1100 cfm Air flow factor 0.034 cfm/Btuh Static pressure 0.90 in H2O Load sensible heat ratio 1.00 82 ROOM NAME Area (fe) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) ClgAVF (cfm) Mud Room Closet 36 1073 60 29 2 Mud Room 128 2281 994 62 34 Rec Room 454 4572 2652 124 91 Bedroom 4 207 2525 1141 68 39 WC Tub 4 33 368 237 10 8 Bath 4 47 82 290 2 10 Living Dining 466 8791 7416 238 254 Foyer 150 6597 4038 179 138 Study 109 2142 1577 58 54 Bedroom 3 220 3599 1824 98 63 Bath 3 81 2243 782 61 27 Bedroom 2 142 2085 1447 57 50 Kitchen 222 1548 2753 42 94 W- lk.—, 14f1 124A Inn on o Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -Dec -14 08:12:46 ,M. Right -Suite@ Universal 2018 18.0.31 RSU25375 Page 1 )CCA ...\Everett Ran\Working Drawings\EverettRan.rup Calc=MJ8 FrontDoorfaces: E a Bath 2 77 944 215 26 7 Powder 45 594 149 16 5 Closet 2 34 0 0 0 0 Master Suite 256 6320 3768 171 129 Master Bath 164 3249 1252 88 43 Master WIC 77 1577 305 43 10 Master Hall 124 2427 783 66 27 Master WC 30 805 153 22 5 Mech 30 0 0 0 0 Entire House 3259 55157 32079 1496 1100 Other equip loads 0 0 Equip. @ 1.00 RSM 32079 Latent cooling 0 TOTALS ' 3259 ' 55157 ' 32079 1 1496 I 1100 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ wri htsoft- 2018 -Dec -1408:12:46 ..EverettPan\W " Right -Suite® Universal 2018 18.0.31 RSU25375 Page �C% orking Drawings\Everett Ran.rup Calc = MJ8 Front Door faces: E BuildingAnalysis Job: Everett Plan Y Date: Dec 14, 2018 Entire House w Jimmy Conlon We arc the missing piece' ProCalcs, LLC PO. Box 882032, Port Saint Lude, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 ]esian Cenditir Location: Btuh/ft' Indoor: Heating Cooling Denver/Stapleton, CO, US 16930 Indoor temperature (°F) 70 75 Elevation: 5289 ft 27.1 Design TD (°F) 71 19 Latitude: 40°N Ceilings Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 61.7 -35.3 Dry bulb (°F) -1 94 Infiltration: Ducts Daily range (°F) - 28 ( H ) Method Blower door 0 Wet bulb (°F) - 61 Shielding / stories 3 (partial) / 3 0 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 2197 cfm Adjustments Heating Component Btuh/ft' Btuh % of load Walls 4.7 16930 30.7 Glazing 20.7 14951 27.1 Doors 27.8 495 0.9 Ceilings 2.1 3543 6.4 Floors 1.6 2642 4.8 Infiltration 5.0 16597 30.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 55157 1 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 0.9 3080 9.6 Glazing 21.6 15569 48.5 Doors 10.3 183 0.6 Ceilings 0.6 1089 3.4 Floors 0.1 223 0.7 Infiltration 0.7 2234 7.0 Ducts 0 0 Ventilation 0 0 Internal gains 9700 30.2 Blower 0 0 Adjustments 0 Total 1320791 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.070 Btuh/ft2-°F Data entries checked. Walls Infiltration Floors Ceilings Glazing Other Glazing Walls Internal Gains Infiltration eilings Other __Z_ � wrightsOft^' 2018 -Dec -1408:12:46 /� Everett)o _ .. .11..., n Dra Right -Suite® Universal 2018 18.0.31 RSU25375 Page 1 g wings\Everett Plan.rup Calc= MJ8 Front Door faces: E Component Constructions Job: Everett Plan i Plr 'C,s Date: Dec 14, 2018 S we arc ane mlaaIng piece Entire House By: Jimmy Conlon ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Location: Denver/Stapleton, CO, US Elevation: 5289 ft Latitude: 40'N Outdoor: Heating Cooling Dry bulb (°F) -1 94 Daily range (°F) - 28 ( H ) Wet bulb (°F) - 61 Wind speed (mph) 15.0 7.5 Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 71 19 Relative humidity (%) 50 50 Moisture difference (gr/lb) 61.7 -35.3 Infiltration: Btuh Walls Method Blower door 6 ft overhang (8 ft window ht, O ft sep.); 7 ft head ht Shielding / stories 3 (partial) / 3 Pressure /AVF 50 Pa / 2197 cfm 15B-10sfc-2: Bg wall, heavy dry or light damp soil, concrete wall, r-10 ins, 8" Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft overhang (2.5 ft vrindow ht, 12 ft sep.); 7 ft head ht ft� Btuh/tt'"F ft'°F/Btuh BtuWt' Btuh Btuh/fN Btuh Walls 6 ft overhang (8 ft window ht, O ft sep.); 7 ft head ht Double Pane, Lo�v-E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated n 79 0.290 15B-10sfc-2: Bg wall, heavy dry or light damp soil, concrete wall, r-10 ins, 8" n 268 0.061 10.0 5.68 1520 0.54 146 thk, 1/2" gypsum board int fnsh n 75 0.054 10.0 5.07 380 0.55 41 1 ft overhang (2 ft wndoW ht, 1 ft sep.); 7 ft head ht e 20 0.049 10.0 3.50 70 0 0 e 19 0.061 10.0 5.68 106 0.55 10 e 100 0.054 10.0 5.42 542 0.71 71 e 165 0.050 10.0 3.98 656 0.16 27 s 407 0.049 10.0 3.18 1295 0 0 W 68 0.061 10.0 5.68 385 0.55 37 all 1121 0.061 10.0 4.42 4955 0.30 332 2 x 6 / R20 n 677 0.068 20.0 4.86 3288 1.18 799 e 405 0.068 20.0 4.86 1967 1.18 478 s 602 0.068 20.0 4.86 2924 1.18 711 W 528 0.068 20.0 4.86 2564 1.18 623 all 2213 0.068 20.0 4.86 10743 1.18 2611 Partitions Partition Wall 2 x 6 R20 267 0.065 20.0 4.61 1232 0.51 137 Windows Double Pane, Low -E, Vinyl: Double Pane, LoAr E, Vinyl; NFRC rated n 25 0.290 0 20.7 518 10.3 258 (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (2.5 ft vrindow ht, 12 ft sep.); 7 ft head ht Double Pane, Logo -E, Vinyl: Double Pane, Lord -E, Mnyl, NFRC rated n 21 0.290 0 20.7 442 10.3 220 (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 6 ft overhang (8 ft window ht, O ft sep.); 7 ft head ht Double Pane, Lo�v-E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated n 79 0.290 0 20.7 1631 10.3 814 (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lovv-E, Vinyl; NFRC rated n 16 0.290 0 20.7 331 10.3 165 (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (2 ft wndoW ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated 30 0.290 0 20.7 621 10.3 310 (SHGC=0.33); 50% blinds 45°, medium, foreground = new concrete (0.32); 1 ft overhang (2 ft window ht, 2 ft sep.); 7 ft head ht wrightsoft, 2018 -Dec -14 08:12:46 CCA. ..EverettPlan\Workin-. Right -Suite® Universal 2018 18.0,31 RSU25375 Page 1 g Drawings\Everett Ran .rup Calc= MJ8 Front Doorfaces: E Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (2.5 ft windav ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft windav ht, 1 ft sep.); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (8 ft windav ht, 4 ft sep.), 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (1.5 ft window ht, 3 ft sep.); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, LoA E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (1.5 ft window ht, 6 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (4.5 ft windav ht, 5 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium, foreground = asphalt (0.10); 1 ft w overhang (2 ft window ht, 2 ft sep.); 7 ft head ht all Double Pane, Lav -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft window ht, a ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Mnyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft window ht, 4 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32), 1 ft overhang (4.5 ft window ht, 8 ft sep.); 7 ft head ht Double Pane, Lov-E, Vinyl: Double Pane, Low E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (8 ft window ht, 9 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (8 ft windav ht, 9 ft sep.); 7 ft head ht Double Pane, Lw -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 7 ft head ht Double Pane, Law -E, Vinyl: Double Pane, Low -E, Vinyl, NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (2 ft windav ht, 2 ft sep.), 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 w ft overhang (2.5 ft windoN ht, 1 ft sep.), 7 ft head ht all Double Pane, Lo\*E, Vinyl: Double Pane, Low -E, Mnyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium, foreground = green grass (0.23); 1 ft overhang (2.5 ft window ht, 10 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Law -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (4 ft window ht, 2 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl, NFRC rated s (SHGC=0.33); 50% blinds 45o, medium; foreground = green grass (0.23); 1 ft overhang (4.5 ft window ht, 10 ft sep.); 7 ft heed ht Double Pane, Law -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (5 ft vvindav ht, 10 ft sep.), 7 ft head ht Double Pane, Lao -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (5 ft windav ht, 2 ft sep.); 7 ft heed ht Double Pane, Low -E, Vinyl: Double Pane, Lav E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = nevv concrete (0.32); 6 ft overhang (8 ft window ht, 2 ft sep.); 7 ft head ht Double Pane, Law -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated w (Sf!GC=0.33); 50% blinds 45°, medium, foreground = asphaft (0.10); 1 ft ov-tang (2 ft window ht, 4 ft sep.), 7 ft head ht wry httsoft g..„,,,..,,,.,,.,..., Right-Suite®Universal 201818.0.31 RSU25375 .CCK ...\EverettPlan\Working Drawings\EverettPlan.rup Calc=MJ8 FrontDoorfaces: E 13 0.290 23 0.290 40 0.290 9 0.290 9 0.290 27 0.290 0 20.7 259 10.3 129 0 20.7 466 10.3 232 0 20.7 828 10.3 413 0 20.7 186 32.6 294 0 20.7 186 32.6 294 0 20.7 559 32.6 881 6 0.290 0 20.7 124 24.6 148 4 0.290 0 20.7 83 24.6 99 10 0.290 0 20.7 207 24.6 246 14 0.290 0 20.7 280 42.6 576 14 0.290 0 20.7 280 42.6 576 14 0.290 0 20.7 280 42.6 576 48 0.290 0 20.7 994 32.6 1567 24 0.290 0 20.7 497 42.6 1023 53 0.290 0 20.7 1097 26.6 1411 8 0.290 0 20.7 166 16.7 134 15 0.290 0 20.7 311 14.6 219 19 0.290 0 20.7 388 34.6 649 34 0.290 0 20.7 699 25.7 868 15 0.290 0 20.7 311 18.6 279 20 0.290 0 20.7 414 17.7 354 16 0.290 0 20.7 326 18.6 293 15 0.290 0 20.7 311 18.6 279 60 0.290 0 20.7 1242 25.9 1552 80 0.290 0 20.7 1656 20.3 1626 8 0.290 0 20.7 166 24.6 197 2018 -Dec -1408 1246 Page 2 Doors 11 D0: Door, wd sc type n 18 0.390 0 27.8 495 10.3 183 Ceilings Shingle/ R50 1711 0.029 50.0 2.07 3543 0.64 1089 Floors Above Ambient / R30 36 0.035 30.0 2.50 90 0.35 13 Above Garage/ R30 605 0.035 30.0 1.25 755 0.35 211 Slab Floor 934 0.024 0 1.74 1623 0 0 100 0.024 0 1.74 174 0 0 all 1034 0.024 0 1.74 1796 0 0 wr ightsoft. 2018 -Deo -14 08:12:46 � Right-Suite®Universal 201818.0.31 RSU25375 Page3 \Everett Ran;orking Drawings\Everett Ran.rup Calc= MJ8 Front Doorfaces: E Project Summa Job: Everett Plan * . J Summary Dace: Dec 14, 2018 �� CICS Entire House By: Jimmy Conlon \ 'We are the missing piece' ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Notes: Touchstone Development 731 S. Elizabeth St Denver, CO 80209 Design Information Weather: Winter Design Conditions Outside db -1 °F Inside db 70 °F Design TD 71 °F Heating Summary Structure 55157 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification Piping Equipment load Infiltration Method Shielding / stories Pressure /AV F 0 Btuh 0 Btuh 55157 Btuh Denver/Stapleton, CO, US Blower door 3 (partial) / 3 50 Pa % 2197 cfm Heating Cooling Area (ft) 3259 3259 Volume (ft) 26364 26364 Air changes/hour 0.58 0.30 EquivAVF (cfm) 257 131 Heating Equipment Summary °F Make Trane H Trade TRANE Relative humidity Model S9V2B080U4PS*** % AHRI ref 10509478 -35 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96AFUE 80000 Btuh 68288 Btuh 50 0 1496 cfm 0.027 cfm/Btuh 0.90 in H2O Summer Design Conditions Make Trane Outside db 94 °F Inside db 75 °F Design TD 19 °F Daily range H Relative humidity 50 % Moisture difference -35 gr/Ib Sensible Cooling Equipment Load Sizing Structure 32079 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 32079 Btuh Latent Cooling Equipment Load Sizing Structure -1581 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 32079 Btuh Req. total capacity at 0.80 SHR 3.3 ton Cooling Equipment Summary Make Trane Trade XR16 Cond 4TTR6042J1 Coil 4TX C B 006 DS 3+S 9V2 B 080 U4 P S AHRI ref 201811657 Efficiency 13.0 EER, 15 SEER Sensible cooling 31200 Btuh Latent cooling 7800 Btuh Total cooling 39000 Btuh Actual air flow 1100 cfm Air flow factor 0.034 cfm/Btuh Static pressure 0.90 in H2O Load sensible heat ratio 1.00 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsOft@ 2018 -Dec -140812:46 M, Right -Suite® Universal 2018 18.0.31 RSU25375 Page 1 /SCA...tEverettPlan\WorkingDrawings\EverettPlan.rup Calc=MJ8 FrontDoorfaces: E Right -J® Worksheet Job: Everett Plan �Lr.o�u Date: Dec 14, 2018 Entire House By Jimmy Conlon PCOCaICs, LLC PO. Box 882032, Port Saint Lude, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Entire House Mud Room Closet 2 Exposed wall 412.5 ft 5.5 ft 3 Room height 9.7 It 9.7 ft heat/cool 4 5 Room dimensions Room area 3259.0 ft' 5.5 x 6.5 ft 35.8 ftz Ty Construction U -value Or HTM Area (ft2) Load Area (ftz) Load number (Btuh/ft2--°F) (Btuh/ft) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 314 268 1520 146 0 0 0 0 � Double Pane, Low -E, 0.290 n 20.71 10.33 25 0 518 258 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 21 0 442 220 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 75 75 380 41 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 877 677 3288 799 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 79 0 1631 814 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 16 0 331 165 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 30 0 621 310 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 13 0 259 129 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 23 0 466 232 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 40 0 828 413 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 20 20 70 0 0 0 0 0 W 156-10sfc-2 0.083 a 5.68 0.55 19 19 106 10 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 100 100 542 71 0 0 0 0 W 156-10sfc-8 0.083 a 3.98 0.16 165 165 656 27 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 569 405 1967 478 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 9 0 186 294 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 32.64 9 0 186 294 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 27 0 559 881 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 6 0 124 148 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 48 0 994 1567 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 24 0 497 1023 0 0 0 0 W 15B-10sfc-10 0.083 s 3.18 0.00 460 407 1295 0 55 55 192 0 Double Pane, Low -E, 0.290 s 20.71 26.63 53 0 1097 1411 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 831 602 2924 711 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 8 2 166 134 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 15 10 311 219 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 20 3 414 354 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 18.63 16 0 326 293 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 25.87 60 7 1242 1552 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 80 80 1656 1626 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 68 68 385 37 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 559 528 2564 623 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 4 0 83 99 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 8 0 166 197 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 19 0 388 649 0 0 0 0 PaMfionWall2x6 0.065 - 4.61 0.51 285 267 1232 137 15 15 67 7 D 11DO 0.390 n 27.85 10.32 18 18 495 183 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 1711 1711 3543 1089 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 36 36 90 13 0 0 0 0 F Above Garage/ R30 0.035 1.25 0.35 605 605 755 211 0 0 0 0 F Slab Floor 0.024 1.74 0.00 934 934 1623 0 36 36 62 0 F Slab Floor 0.024 1.74 0.00 100 100 174 0 0 0 0 0 6 c)AEDexcursion 0 0 Envelope loss/gain 38561 20145 321 7 12 a) Infiltration 16597 2234 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 8550 0 Subtotal (lines 6 to 13) 55157 32079 321 7 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 752 53 14 Subtotal 55157 32079 1073 60 15 Ductloads 0% 0% 0 0 -0% 0% 0 J Total room load 55157 320791073 60 Air required (cfm) 1496 1100 29 2 _ Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -rw 2018 -Dec -1408:12:46 4CP. Right-SuiteO Universal 2018 18.0.31 RSU25375 Page l \Everett Ran\Working Dravdngs\Everett Plan.rup Calc= MJS Front Door faces: E t Right -J® Worksheet Job: Everett Plan axalcs '�-• �� Entire House Date: Dec 14, 2018 By Jimmy Conlon ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Wd Room Rec Room 2 Exposed wall 6.0 ft 43.0 It 3 Room height 9.7 ft heat/cool 9.7 ft heat/cool 4 5 Room dimensions Room area 1.0 x 127.5 ft 127.5 ft2 1.0 x 453.5 ft 453.5 ftf Ty Construction U -value Or HTM Area (ft2) Load Area (ftp) Load number (Btuh/ft'-°F) (Btu 1) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vrj15B-10sfc-2 0.083 n 5.68 0.54 58 37 203 18 160 135 758 71 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 25 0 518 258 Double Pane, Low -E, 0.290 n 20.71 10.33 21 0 442 220 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 20 20 70 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 19 19 106 10 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2 x 6/ R20 0.068 e 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IWI � �-----G 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 155 130 394 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 25 0 518 666 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 68 68 385 37 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2 x 6 0.065 - 4.61 0.51 164 147 675 75 0 0 0 0 11DO 0.390 n 27.85 10.32 18 18 495 183 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 128 128 221 0 454 454 788 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -36 -30 Envelope loss/gain 2037 461 3536 1012 12 a) Infiltration 244 33 1036 139 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 1500 Subtotal (lines 6 to 13) 2281 994 4572 2652 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 14 Subtotal 2281 994 4572 2652 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2281 994 4572 2652 Air required (cfm) 62 34 124 91 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrigl f Right-SuiteC�Universal 201818.0.31 RSU25375 2018 -Dec -14 08:12:46Page2 ACC ...\Everett Ran\Working Drawings\EverettPlan.rup Calc=MJ8 FrontDoorfaces: E -V lP- Right-J® Worksheet Entire House ProCalics, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web, www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bedroom 4 WC Tub 4 2 Exposed wall 37.5 It 5.5 It 3 Room height 9.7 ft heat/cool 9.7 It heat/cool 4 5 Room dimensions Room area 1.0 x 207.0 It 207.0 T 5.5 x 6.0 ft 33.0 ft2 Ty Construction U -value Or HTM Area (ft) Load Area (ftp) Load number (Btuh/ft2--°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6Vrj15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 75 75 380 41 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 165 165 656 27 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 LjDouble Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfc-10 0.083 s 3.18 0.00 135 115 354 0 55 47 145 0 G Double Pane, Low -E, 0.290 s 20.71 26.63 20 0 414 533 8 0 166 213 W 2 x 6/ R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 1--D Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 207 207 360 0 33 33 57 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 41 24 Envelope loss/gain 2164 642 368 237 12 a) Infiltration 361 49 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 450 0 Subtotal (lines 6 to 13) 2525 1141 368 237 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2525 1141 368 237 15 Du:tloads -0% 0% 70 2525 -0% 0% 0 0 LTotal room load 1141 3682]37 Air required (cfm) 68 39 10 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed 2018 -Dec -1408 1246 ..Everett Right -Suite® Universal 2018 18.0.31 RSU25375 Page e 3 PlanMorkingDrawings�EvereftRan.rup Calc=MJ8 FrontDoorfaces: E P?gcalcs Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lude, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bath 4 Living Dining 2 Exposed wall 0 ft 51.0 ft 3 Room height 9.7 ft heat/cool 10.4 ft heat/cool 4 Room dimensions 1.0 x 47.3 ft 1.0 x 466.3 ft 5 Room area 47.3 ft2 466.3 it' Ty Construction U -value Or HTM Area (ftp) Load Area (ftz) Load number (Btuh/ftt-°F) (Btu or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \t 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 I! -G Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 -G W 15B-10sfc4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 68 45 218 53 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 23 0 466 232 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 173 80 390 95 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 9 0 186 294 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 9 0 186 294 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 27 0 559 881 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane. Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane. Low -E, 0.290 e 20.71 32.64 0 0 0 0 48 0 994 1567 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 243 183 889 216 Double Pane, Low -E, 0.290 s 2071 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 60 7 1242 1552 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 25 25 120 29 I--c� Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 fi Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 -0 11DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 0 0 0 0 485 485 1005 309 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 47 47 82 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -10 -267 Envelope loss/gain 82 -10 6256 5255 12 a) Infiltration 0 0 2536 341 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/other 300 900 Subtotal (lines 6 to 13) 82 290 8791 7416 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 82 290 8791 7416 15 Ductloads -0% 0% 0 0 % 0% 0 0 Total room load -F 82 290 8791 7416 Air required (cfm) 2 10 238 254 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed �� wrigf�tsoft Right-Suite®Universal 201818.0.31 RSU25375 2018 -Deo -1408:12:46 Ar -Z Page 4 1Everett Plan\Working Dravvings\Everett Plan.rup Calc= MJ8 Front Door faces: E -Ics Right -JO Worksheet Entire House ProCalics, LLC P.O. Box 882032, Fort Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web. vw✓wProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Foyer Study 2 Exposed wall 25.0 ft 16.0 ft 3 Room height 16.4 ft heat/cool 9.0 It heaUcool 4 Room dimensions 15.0 x 10.0 ft 11.5 x 9.5 ft 5 Room area 150.0 ftf 109.3 ft Ty Construction U -value Or HTM Area (ff) Load Area (ft) Load number (BtuhiT--°F) (Btu h/ft) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 15B-10sfc-2 0.083 n 5.68 0.54 97 97 559 57 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 150 105 510 124 104 70 339 82 Double Pane, Low -E, 0.290 n 20.71 10.33 45 0 932 465 34 0 699 349 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 100 100 542 71 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 e 4.86 1.18 100 36 172 42 18 18 87 21 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 24 0 497 1023 0 0 0 0 W 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 L --G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 23 23 109 27 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Fi I Partition Wall 2 x 6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 -p C Shingle/R50 0.029 2.07 0.64 150 150 311 95 92 92 190 58 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 100 100 174 0 0 0 0 0 6 c)AED excursion 156 -57 Envelope loss/gain 4535 3761 1424 480 12 a) Infiltration 2062 278 718 97 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13) 6597 4038 2142 1577 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6597 4038 2142 1577 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 6597 4038 2142 1577 Air required (cfm) 179 138 58 54 Calculations approved NACCA to meet all reauirements of Manual J 8th Ed 1 wr➢gf �tsof[' Right-Suite®Universal 201818.0.31 RSU25375 2018 -Dec -14 08:12:46 Page 5 `� P....\Everett Plan\Working Drawings\Everett Plan.rup Calc= MJ8 Front Door faces: E 9 Right -J® Worksheet Entire House ProCalcs, LLC P0. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bedroom 3 Bath 3 2 Exposed wall 28.0 ft 18.5 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 219.8 ft 219.8 ft' 11.5 x 7.0 ft 80.5 ft' Ty Construction U -value Or HTM Area (ftp) Load Area (ft2) Load number (Btuh/ft2--°F) (Btu or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 104 88 425 103 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 16 0 331 165 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 156-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 r -G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 118 0 0 0 0 104 89 430 104 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 15 10 311 219 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 149 136 660 160 63 57 276 67 Double Pane, Low -E, 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 13 0 259 433 6 0 129 216 q �p Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 190 190 393 121 81 81 167 51 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 220 220 275 77 81 81 101 28 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 145 -16 Envelope loss/gain 2343 1204 1412 670 12 a) Infiltration 1257 169 830 112 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 450 0 Subtotal (lines 6 to 13) 3599 1824 2243 782 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3599 1824 2243 782 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 3599 1824 2243 782 Air required (cfm) 98 63 61 27 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -f�FwrigF�tsoTt' 2018 -Dec -1408:12:46 - —— Right -Suite® Universal 2018 18.0.31 RSU25375 Pa e 6 A( -55K ...\EverettPlan\Working Drav�ings\EverettRan.rup Calc=MJ8 Front Doorfaces: E 9 lcs Right -J® Worksheet Entire House ProCalcs, LLC P0. Box 882032, Port Saint Luce, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bedroom 2 Kitchen 2 Exposed wall 13.5 ft 13.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.5 x 10.5 ft 1.0 x 221.5 ft 5 Room area 141.8 ft2 221.5 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ftz-°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6\t�j15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 18 18 87 21 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 �-G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2 x 6 / R20 0.068 s 4.86 1.18 122 92 444 108 99 83 404 98 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E.. 0.290 s 20.71 18.63 0 0 0 0 16 0 326 293 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 2071 34.64 0 0 0 0 0 0 0 0 L-0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 -0 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 55 55 114 35 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/ R30 0.035 1.25 0.35 122 122 152 42 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 144 4 Envelope loss/gain 1332 889 818 417 12 a) Infiltration 606 82 583 79 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 1 230 Appliances/other 450 2000 Subtotal (lines 6 to 13) 1938 1420 1401 2726 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 147 27 147 27 14 Subtotal 2085 1447 1548 2753 15 Ductloads -0% J% 0 2085 0 1447 -0% 0% 0 1548 0 2753 Total room load -7 Air required (cfm) 57 50 42 94 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wM r1F�tsoTt,. 2018 -Dec -1408:12:46 ..Everett9 Right -Suite® Universal 2018 18.0.31 RSU25375 Page Plan\Working DrawingsEverettPlan.rup Calc=MJB FrontDoorfaces: E :�``i�U1�a1CS Right -M Worksheet Entire House ProCalcs, LLC PO. Box 882032, Fort Saint Luce, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Hallway Bath 2 2 Exposed wall 12.5 ft 8.5 ft 3 Room height 9.0 ft heaUcool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 130.0 ft 130.0 ft' 8.5 x 9.0 ft 76.5 ft' Ty Construction U -value Or HTM Area MI) Load Area (ft2) Load number (Btuh/ftz--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 111 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 t! -G Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 -G W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 72 72 350 85 77 71 342 83 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 6 0 124 62 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 156-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 156-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IWI 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 � 'moi Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane. Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 41 41 197 48 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 36 36 90 13 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 54 54 67 19 77 77 96 27 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -8 -8 Envelope loss/gain 704 156 562 164 12 a) Infiltration 561 76 382 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1265 231 944 215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 69 13 0 0 14 Subtotal 1334 244 944 215 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1334 244 944 215 Air required (cfm) 36 8 26 7 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018 -Dec -1408'12:46 Everett Right -Suite® Universal 2018 18.0.31 RSU25375 Page 8 '� P. Plan\Working Drav�ings\EverettFMan.rup Calc =MJB Front Door faces: E g Right -J® Worksheet Job: Everett Plan .'Lr CICS Date: Dec 14, 2018 Entire House By: Jimmy Conlon ProCalcs, LLC P0. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 1 Room name Powder Closet2 2 Exposed wall 5.0 ft 4.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.0 x 9.0 ft 4.0 x 8.5 ft 5 Room area 45.0 ft' 34.0 ftz Ty Construction U -value Or HTM Area MI) Load Area (ftp) Load number (Btuh/ft2-°F) (Btuh/ftf) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6% 15B-10sfo-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 45 39 189 46 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 6 0 124 62 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 2071 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 e 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 486 1.18 0 0 0 0 36 36 175 42 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E.. 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 D 11DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/ R30 0.035 1.25 0.35 45 45 56 16 7 7 9 2 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -5 -2 Envelope loss/gain 370 118 184 43 12 a) Infiltration 224 30 180 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 594 149 363 67 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -363 -67 14 Subtotal 594 149 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 594 149 0 0 Air required (cfrn) 16 5 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsof4V 2018 -Dec -14 08:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Pa 9 ACCA \Everett Plan\Working Drawings\Everett Plan.rup Calc = MJ8 Front Door faces: E ge `V2@)Calcs Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Master Suite Master Bath 2 Exposed wall 46.5 ft 25.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 255.8 ft 1.0 x 163.8 ft 5 Room area 255.8 T 163.8 T Ty Construction U -value Or HTM Area (ftp) Load Area (ft2) Load number (Btuh/ft� °F) (Btu h/R) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 !L Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 -GG W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 108 90 437 106 23 23 112 27 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 2071. 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 18 0 373 186 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 e 4.86 1.18 23 23 112 27 45 39 189 46 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 6 0 124 148 Double Pane.. Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 r -G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x 6 / R20 0.068 s 4.86 1.18 104 24 117 28 124 96 466 113 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 8 2 166 134 Double Pane, Low -E, 0.290 s 2071. 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 20 3 414 354 Double Pane, Low -E.. 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 80 80 1656 1626 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 175 163 791 192 49 49 235 57 Double Pane, Low -E, 0.290 w 20.71 24.64 4 0 83 99 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 8 0 166 197 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2 x 6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 261 261 541 166 166 166 343 106 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -136 106 Envelope loss/gain 4275 2493 2050 1091 12 a) Infiltration 2045 275 1199 161 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 00 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 6320 3768 3249 1252 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6320 3768 3249 1252 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 6320 3768 3249 1252 Air required (cfm) 171129 88 43 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrig"tsoft.- 2018 -Dec -14 08:12:46 .Everett Plan\Working Drawings\ '��A . Right -Suite® Universal 2018 18.0.31 RSU25375 Page 10 EverettPlan.rup Calc=MJ8 FrontDoorfaces: E t Right -J® Worksheet Job: Everett Plan i Caics Date: Dec 14, 2018 w••rt°--�� Entire House By Jimmy Conlon ProCalcs, LLC P0. Box 882032, Port Saint Lude, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Master W IC Master Hall 2 Exposed wall 18.0 ft 17.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 7.0 x 11.0 ft 77.0 ft= 8.0 x 15.5 ft 124.0 ft2 Ty Construction Ll -value Or HTM Area (ftp) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VlJ 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 56 56 272 66 64 12 56 14 Double Pane, Low -E, 0.290 n 2071 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 13 0 259 129 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 40 0 828 413 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 1513-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2 x 6 / R20 0.068 e 4.86 1.18 88 88 427 104 36 36 175 42 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 W 156-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 2071 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 156-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 36 36 175 42 Double Pane, Low -E.. 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11D0 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 77 77 159 49 124 124 257 79 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -11 -28 Envelope loss/gain 859 208 1749 692 12 a) Infiltration 718 97 678 91 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1577 305 2427 783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1577 305 2427 783 15 Ductloads -0% 0% 0 1577 0 305 -0% 0% 0 2427 0 783 Total room load Air required (cfm) 43 10 66 27 Catulations approved byACCA to meet all requirements of Manual J 8th Ed. WWW-IU"tsof[' 2018 -Dec -1408:12:46 Right -Suite@ Universal 2018 18.0.31 RSU25375 Page 11 ...\Everett Ran\Working Drawings\EverettPlan.rup CaIc=MJB FrontDoorfaces: E Right -J® Worksheet Job: Everett Plan tt wU µCAIu Date: Dec 14, 2018 .m, Entire House By: Jimmy Conlon ProCalcs, LLC P.O Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web. www.ProCalcs.Net License: CAC1815254 1 Room name Master WC Mech 2 Exposed wall 7.5 ft 6.0 ft 3 Room height 9.0 ft heat/cool 9.7 ft heat/cool 4 5 Room dimensions Room area 4.0 x 7.5 ft 30.0 ft2 6.0 x 5.0 It 30.0 T Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft') or perimeter (ft) (Blah) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 T Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 1 1 W 2x6/R20 0.068 n 4.86 1.18 8 8 39 9 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 e 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 e 4.86 1.18 67 67 327 80 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 LiDouble Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sic-10 0.083 s 3.18 0.00 0 0 0 0 60 60 210 0 �--G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E. 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 2071 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 q �p Partition Wall 2 x 6 0.065 - 4.61 0.51 0 0 0 0 106 106 490 55 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 30 30 63 19 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 30 30 52 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -6 -2 Envelope loss/gain 429 103 752 53 12 a) Infiltration 376 51 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 805 153 752 53 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -752 -53 14 Subtotal 805 153 0 0 %5 Ductloads -0% 0% 0 0 153 -0% 0% 0 0 0 0 Total room load 805 Air required (cfm) 22 5 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wri t�tsofi' 2018 -Dec -1408:12:46 Worki Right-Suite®Universal 201818.0.31 RSU25375 qC�A Page 12 Everett Pan ng Drawings�Everett Ran.rup Calc= MJ8 Front Door faces: E J, Duct System Summary Job: Everett Plan Date: Dec 14, 2018 �CS I 'We are the missing piece' Entire House By: Jimmy Conlon ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.90 in H2O 0.14 in H2O 0.76 in H2O 0.406 /0.354 in H2O 0.144 in/100ft 1496 cfm wrightsoft ^t .M,,.,- „ ..... ... ..... ,.._m,_ Right -Suite® Universal 2018 18.0.31 RSU25375 ACCA ...\Everett Plan\Working Drawings\Everett Plan.rup Calc= MJ8 Front Door faces: E 527 ft Cooling 0.90 in H2O 0.49 in H2O 0.41 in H2O 0.219 /0.191 in H2O 0.078 in/100ft 1100 cfm 2018 -Dec -14 08:12:49 Page 1 Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 h 944 26 7 0.284 4.0 Ox 0 RdFg 38.0 105.0 st2A Bath 3 h 2243 61 27 0.324 5.0 Ox 0 RdFg 25.5 100.0 st2 Bath 4 c 290 2 10 0.099 4.0 Ox 0 RdFg 37.0 185.0 st136 Bedroom h 1447 57 50 0.264 5.0 0x0 RdFg 8.0 75.0 st2 Bedroom h 1800 49 31 0.269 5.0 0x0 RdFg 41.0 110.0 st2A Bedroom 3-A h 1800 49 31 0.369 5.0 Ox 0 RdFg 35.0 75.0 st2 Bedroom h 2525 68 39 0.171 5.0 0x0 RdFg 43.0 195.0 st13B Foyer h 2019 89 69 0.088 6.0 Ox 0 RdFg 48.5 200.0 st13C Foyer -A h 2019 89 69 0.090 6.0 Oxo RdFg 42.5 200.0 SO 3C Hallway h 1334 36 8 0.265 4.0 Ox 0 RdFg 43.5 110.0 st2A Kitchen c 1376 21 47 0.285 5.0 Ox 0 RdFg 12.0 65.0 st13 Kitchen -A c 1376 21 47 0.348 4.0 Ox 0 VIFx 13.0 50.0 st13A Living Dining c 1854 60 64 0.122 5.0 Ox 0 RdFg 34.0 145.0 SO 3A Living Dining -A c 1854 60 64 0.309 4.1 8x 4 RtFg 21.0 50.0 SO 3A Living Dining -B c 1854 60 64 0.100 5.0 Ox 0 RdFg 53.5 165.0 St13B Living Dining -C c 1854 60 64 0.105 5.0 Ox 0 RdFg 48.0 160.0 St13A Master Bath h 3249 88 43 0.314 6.0 Ox 0 RdFg 24.5 105.0 St14 Master Hall h 2427 66 27 0.261 5.0 Ox 0 RdFg 30.5 125.0 St14 Master Suite h 1256 57 43 0.138 5.0 Ox 0 RdFg 39.0 120.0 St14 Master suite -A h 1256 57 43 0.124 5.0 Ox 0 RdFg 41.5 135.0 St14 Master suite -B h 1256 57 43 0.119 5.0 Ox 0 RdFg 44.5 140.0 St14 Master WC h 805 22 5 0.258 4.0 Ox 0 RdFg 32.5 125.0 SO4 Master WIC h 1577 43 10 0.235 4.0 Ox 0 RdFg 33.0 140.0 st14 Mud Room h 2281 62 34 0.475 5.0 Ox 0 RdFg 10.5 75.0 SO Mud Room Closet h 1073 29 2 0.462 4.0 Oxo RdFg 8.0 80.0 SO Powder h 594 16 5 0.261 4.0 Ox 0 RdFg 45.5 110.0 St2A Rec Room h 884 41 30 0.090 4.0 4x 10 RtFg 39.5 205.0 SO 3C Rec Room -A h 884 41 30 0.145 4.0 4x 10 RtFg 26.5 125.0 st13A RecROOrr�B h 884 41 30 0.105 4.0 4x 10 RtFg 33.0 175.0 st13B Study h 1577 58 54 0.078 5.0 Ox 0 RdFg 56.5 225.0 st13C WCTub 4 h 237 10 8 0.140 4.0 Oxo RdFg 31.5 125.0 st13A Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st14 PeakAVF 390 215 0.220 877 8.7 8 x 8 RectFbg st1 st1 PeakAVF 1203 940 0.078 802 14.9 12 x 18 RectFbg st13 PeakAVF 813 725 0.078 542 14.1 12 x 18 RectFbg st1 st13B PeakAVF 450 366 0.078 810 14.1 8 x 10 RectFbg st13A st13A PeakAVF 701 642 0.078 841 14.1 12 x 10 RectFbg st13 st2A PeakAVF 127 52 0.261 760 8.6 6 x 4 RectFbg st2 st2 PeakAVF 293 160 0.261 879 8.6 6 x 8 RectFbg st13C PeakAVF 278 223 0.078 835 14.1 8 x 6 RectFbg st13B -� wrightsoft ^t..,..,M.,,..""' Right-Suite®Universal 201818.0.31RSU25375 ,CCA ...\Everett Plan\Working Drawings\Everett Ran.rup Calc= MJ8 Front Door faces: E 2018 -Deo- 14 081249 Page 2 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 578 527 237.5 0.080 520 12.4 8x 20 PeakAVF RtFg rt5 rb1 Ox 0 58 54 245.2 0.078 426 5.0 Ox 0 766 RdFg rt5A rb6 Ox 0 324 188 152.5 0.232 486 9.3 8x 12 678 RtFg rt1 rb4 Ox 0 123 70 139.0 0.255 461 7.0 Ox 0 14 x 22 RdFg rt1A rb5 Ox 0 117 76 97.0 0.365 470 7.0 6x 6 RtFg rt1 rb2 Ox 0 296 184 188.5 0.188 376 12.0 Ox 0 VIFx rt5A wrightsoftr ^� ,�.• .,,.,...,,,�mM. Right-Suite®Universal 201818.0.31 RSU25375 ,CCA...\EverettPlan\WorkingDravAngs\EverettPlan.rup Calc =MJ8 Front Door faces: E 2018 -Dec -14 08:12:49 Page 3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt5A PeakAVF 354 238 0.144 531 9.2 8 x 12 RectFbg rt5 rt5 PeakAVF 931 766 0.078 671 14.7 10 x 20 RectFbg rt1A rt1A PeakAVF 1054 836 0.078 678 15.7 14 x 16 RectFbg rt1 rt1 PeakAVF 1496 1100 0.078 699 15.7 14 x 22 RectFbg wrightsoftr ^� ,�.• .,,.,...,,,�mM. Right-Suite®Universal 201818.0.31 RSU25375 ,CCA...\EverettPlan\WorkingDravAngs\EverettPlan.rup Calc =MJ8 Front Door faces: E 2018 -Dec -14 08:12:49 Page 3 4 Static Pressure and Friction Rate Job: Everett Plan �CS Date: Dec 14, 2018 We am the missing piece' Entire House By: Jimmy Conlon ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Heating Heating Cooling (in/100ft) (in H2O) (in H2O) External static pressure 0.90 0.90 Pressure losses Coil 0 0.35 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.05 0.05 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.76 0.41 Total• Supply Return (ft) (ft) Measured length of run -out 16 14 Measured length of trunk 41 26 Equivalent length of fittings 225 205 Total length 282 245 Total effective length 527 Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.144 OK 0.078 OK Return Ducts 0.144 OK 0.078 OK Supply 4W=35, 8AF=15, 8AF=15, 2B1=30, 12H1=20, 12H1=20, 2B1=30, 8E=10, 8E=10, 8E=10, 12H1=20, 1D=10: TotalEL=225 Return 60=10, 8AF=15, 8AF=15, 6C1=10, 6CA=10, 12H1=20, 6A1=10, 6AB=25, 6A1=10, 12H1=20, 8E=10, 8E=10, USR1=40: TotalEL=205 wrigh 2018-Dec14 08:12:50 ~' .1.1-1.-- Right-Suite®Universal 201818.0.31 RSU25375 Page l -CCP\Everett Plan\Working DrawingsEverettPlan.rup Calc=MJ8 FrontDoorfaces: E fZREScheck Software Version 4.6.5 Compliance Certificate Project Everett Plan Energy Code: 2015 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,259 ft2 Glazing Area 26% Climate Zone: 5 (6158 HDD) Permit Date: 68 Permit Number: 15.0 Construction Site: Owner/Agent: Designer/Contractor: 4077 Everett St Everett Plan Jimmy Conlon Wheat Ridge, CO 80033 4077 Everett St ProCalcs, LLC Wheat Ridge, CO 80033 P.O. Box 882032 Port Saint Lucie, FL 34988 772-882-5700 tom@procalcs.net Compliance:trade-off Compliance: 0.2% Better Than Code Maximum UA: 554 Your UA: 553 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies North Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 1.0' Insulation depth: 10.0' East Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 8.0' Insulation depth: 10.0' South Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' West Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 1.0' Insulation depth: 10.0' North Wall: Wood Frame, 16" D.C. Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E 343 0.0 15.0 0.060 21 304 0.0 15.0 0.046 14 407 0.0 15.0 0.040 16 68 0.0 15.0 0.060 4 677 20.0 0.0 0.059 25 25 0.290 7 21 0.290 6 79 0.290 23 16 0.290 5 Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 1 of 11 Plan\Finals\Current\Everett Plan.rck Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E 30 0.290 9 Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E 13 0.290 4 Window 7: Vinyl/Fiberglass Frame:Double Pane with Low -E 23 0.290 7 Window 8: Vinyl/Fiberglass Frame:Double Pane with Low -E 40 0.290 12 East Wall: Wood Frame, 16" o.c. 405 20.0 0.0 0.059 14 Window 9: Vinyl/Fiberglass Frame:Double Pane with Low -E 9 0.290 3 Window 10: Vinyl/Fiberglass Frame:Double Pane with Low -E 9 0.290 3 Window 11: Vinyl/Fiberglass Frame:Double Pane with Low -E 27 0.290 8 Window 12: Vinyl/Fiberglass Frame:Double Pane with Low -E 6 0.290 2 Window 13: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 14: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 15: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 16: Vinyl/Fiberglass Frame:Double Pane with Low -E 48 0.290 14 Window 17: Vinyl/Fiberglass Frame:Double Pane with Low -E 24 0.290 7 South Wall: Wood Frame, 16" o.c. 602 20.0 0.0 0.059 19 Window 18: Vinyl/Fiberglass Frame:Double Pane with Low -E 53 0.290 15 Window 19: Vinyl/Fiberglass Frame:Double Pane with Low -E 8 0.290 2 Window 20: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 21: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 22: Vinyl/Fiberglass Frame:Double Pane with Low -E 20 0.290 6 Window 23: Vinyl/Fiberglass Frame:Double Pane with Low -E 16 0.290 5 Window 24: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 25: Vinyl/Fiberglass Frame:Double Pane with Low -E 60 0.290 17 Window 26: Vinyl/Fiberglass Frame:Double Pane with Low -E 80 0.290 23 West Wall: Wood Frame, 16" o.c. 528 20.0 0.0 0.059 29 Window 27: Vinyl/Fiberglass Frame:Double Pane with Low -E 4 0.290 1 Window 28: Vinyl/Fiberglass Frame:Double Pane with Low -E 19 0.290 6 Window 29: Vinyl/Fiberglass Frame:Double Pane with Low -E 8 0.290 2 Garage Partition Wall: Wood Frame, 16" o.c. 528 20.0 0.0 0.059 30 Door 1: Solid 20 0.250 5 Ceiling 1: Flat Ceiling or Scissor Truss 1,711 50.0 0.0 0.026 44 Floor Above Ambient: All -Wood Joist/Truss:Over Outside Air 36 38.0 0.0 0.026 1 Floor Above Garage: All -Wood Joist/Truss:Over Unconditioned Space 605 38.0 0.0 0.026 16 Floor 3: Slab -On -Grade: Unheated 100 0.0 1.042 104 Insulation depth: 0.0' Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 2 ofll Plan\Finals\Current\Everett Plan.rck Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. .OICS Digitally sign ed by Thomas W rPlatan CAC1815254 P,,Calcs�LLC Date: 2018.12.1412: 01:24-05'00' Name - Title Signature Date Project Notes: Touchstone Development 731 S. Elizabeth St Denver, CO 80209 Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 3 of 11 Plan\Finals\Current\Everett Plan.rck cREScheck Software Version 4.6.5 l�(J Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 1103.2 documentation demonstrate ❑Does Not I [PRI]1 energy code compliance for the ❑Not Observable building envelope. Thermal ❑Not Applicable envelope represented on construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 1302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not ! [PR2]z on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 4 of 11 Plan\Finals\Current\Everett Plan.rck Section # Foundation Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 402.1.2 Slab edge insulation R -value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. V ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R -value. Where interior R_ R_ ❑Does Not table for values. insulation is used, verification []Not Observable may need to occur during ❑Not Applicable Insulation Inspection. Not required in warm -humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values, distance from top of wall. ❑Not Observable []Not Applicable 1303.2.1 A protective covering is installed ❑Complies Requirement will be met. 1 [FO11]z to protect exposed exterior ❑Does Not I insulation and extends a ❑Not Observable I minimum of 6 in. below grade. ❑Not Applicable 1403.9 Snow- and ice -melting system ❑Complies Requirement will be met. 4[FO12]2 controls installed. ❑Does Not { ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 j High Impact (Tier 1) 2 Medium Impact (Tier 2) 73 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 5 of 11 Plan\Finals\Current\Everett Plan.rck Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U -factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U -factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not 0 instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable pP limits. 02.4.5 �JF IC -rated recessed lighting fixtures ❑Complies Requirement will be met. R16]z sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ❑Not Observable j leakage at 75 Pa. ! ❑Not Applicable 1403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not 0 >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to >_R ❑ Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 1403.5.3 Hot water pipes are insulated to R- R-_ ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not 41 ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑No' Observable I ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 6 of 11 Plan\Finals\Current\Everett Plan.rck Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 7 ofll Plan\Finals\Current\Everett Plan.rck Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R -values ❑Does Not M) provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable 41 ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the .0 underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R -value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/Z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies (FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 8 of 11 Plan\Finals\Current\Everett Plan.rck Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 E]Steel ❑Steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R -value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies Requirement will be met. I [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough -in ❑Not Applicable tests, verification may need to occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough -in test: Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable I � High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 9 ofll Plan\Finals\Current\Everett Plan.rck Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 403.6.1 _ All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one- or two -pipe heating []Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. .403.5.2 Water distribution systems that ❑Complies Requirement will be met. [F[30]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage ❑Not Applicable lighting. 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 10 ofll Plan\Finals\Current\Everett Plan.rck Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F118]3 mechanical and water heating ❑Does Not I I systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 11 ofll Plan\Finals\Current\Everett Plan.rck �( 2015 IECC Energy Efficiency Certificate Above -Grade Wall 20.00 Below -Grade Wall 15.00 Floor 38.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.25 Heating System: Cooling System:_ Water Heater: Name: Date: Comments . r , § a ¢ � \ ) ) 0 !/ \ \ [[OO@ OQ`@Bp!�:]leaQm k-2 — 2 :`:4 9 !S gmaA] ZZO# ) r(\}\))\ . ) W. [ �:/K55 ip 2 umd #man] § a ¢ � \ ) ) 0 !/ \ \ 10 ) {) ! W. [ �:/K55 ip 2 J § a ¢ � \ ) ) 0 EE008 OQ'8 Spm JeGqM i\}\)2< na 9A] ZZO# §. _ umd qa en] ) _ )\) BLpL'�TI'ge' rdW�Eojil � 3 a ££008 00 af3p!�j leagm f s a �< IS }Iaaan3 LLO-V U o a 3 Ueld }S.aaan3 o m a ► `ter 3 0 � ��o m r LL Manual S Compliance Report Job: Everett Plan qty°��1�� Date: Dec 14, 2018 .W.—t the JPlece' E%>tifn'e HOl/Se Digitally signed by Thomas By: Jimmy Conlon Y)P�D jCS V Platania ProCalcs, LLC .R my� Date: 2018.12.1412:01:44 CAC1815254 ProCala, LLC -05,00, P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Trane Project Information Model: 4TTR6042J1+4TXCB006DS3+S9V2B080U4PS Actual airflow: 1100 dm 68288 Btuh Sensible capacity: 31803 Btuh E LIED Latent capacity: For: Everett Plan 0% of load Total capacity: 35079 Btuh 109% of load SHR: 91% 4077 Everett St, Wheat Ridge, CO 80033 u C e ; Heating Equipment P Cooling Equipment Design Conditions Outdoor design DB: 93.9°F Sensible gain: 32079 Btuh Entering coil DB: 75.0°F Outdoor design WB: 60.7°F Latent gain: 0 Btuh Entering coil WB: 61.7°F Indoor design DB: 75.0°F Total gain: 32079 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Trane Manufacturer: Model: 4TTR6042J1+4TXCB006DS3+S9V2B080U4PS Actual airflow: 1100 dm 68288 Btuh Sensible capacity: 31803 Btuh 99% of bad Latent capacity: 3275 Btuh 0% of load Total capacity: 35079 Btuh 109% of load SHR: 91% Heating Equipment Design Conditions Outdoor design DB: -1.4°F Heat loss: 55157 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Trane Actual airflow: 1496 cfm Output capacity: 68288 Btuh Meets all requirements of ACCA Manual S. Model: S9V2B0801.14PS— 124% of load wrightsoft- ,., ,,1,,,,.._,,,,,,,,,,,,, Right-Suite(E) Universal 2018 18.0.31 RSU25375 ACCP+ ...\Everett Plan\Working Drawings\EverettRan.rup Calc=MJB FrontDoorfaces: E Entering coil DB: 70.0°F Temp. rise: 50 OF ow o{ 2018 -Deo- 0kjg whea Page 1 guildio9 VW%sXon Load Short Form '41'�� Entire House �� - 'We ere the missing piece" ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Project Information For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon ROOM NAME Area (ft2) Design Information, HtgAVF (cfm) CIgAVF (cfm) Htg cig 1073 Infiltration Outside db (°F) -1 94 Method Blower door Inside db (°F) 70 75 Shielding / stories 3 (partial) / 3 Design TD (°F) 71 19 Pressure /AVF 50 Pa /2197 cfm Daily range - H 68 39 Inside humidity (%) 50 50 237 10 Moisture difference (gr/Ib) 62 -35 82 290 HEATING EQUIPMENT 10 COOLING EQUIPMENT Make Trane 8791 7416 Make Trane 254 Trade TRANE 150 6597 Trade XR16 179 Model S9V2B080U4PS*** Study 109 Cond 4TTR6042J1 AHRI ref 10509478 58 54 Coil 4TXCB006DS3+S9V2B080U4PS 220 3599 1824 98 AHRI ref 201811657 Bath 3 Efficiency 96AFUE 782 Efficiency 13.0 EER, 15 SEER Heating input 80000 Btuh Sensible cooling 31200 Btuh Heating output 68288 Btuh Latent cooling 7800 Btuh Temperature rise 50 °F Total cooling 39000 Btuh Actual air flow 1496 cfm Actual air flow 1100 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.034 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area (ft2) Htg bad (Btuh) Clg bad (Btuh) HtgAVF (cfm) CIgAVF (cfm) Mud Room Closet 36 1073 60 29 2 Mud Room 128 2281 994 62 34 Rec Room 454 4572 2652 124 91 Bedroom 4 207 2525 1141 68 39 WC Tub 4 33 368 237 10 8 Bath 4 47 82 290 2 10 Living Dining 466 8791 7416 238 254 Foyer 150 6597 4038 179 138 Study 109 2142 1577 58 54 Bedroom 3 220 3599 1824 98 63 Bath 3 81 2243 782 61 27 Bedroom 2 142 2085 1447 57 50 Kitchen 222 1548 2753 42 94 "niheiOv 91n 1 11A ')AA On 0 L't'7 JV - O Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -- wrightsoftx 1,..«.,v... , Right -Suite® Universal 2018 18.0.31 RSU25375 ,CCK ...\EverettRan\Working Drawings\EvereffRan.rup Calc =MJ8 Front Door faces: E 2018 -Dec -14 08:12:46 Page 1 Bath 2 77 944 215 26 7 Powder 45 594 149 16 5 Closet 2 34 0 0 0 0 Master Suite 256 6320 3768 171 129 Master Bath 164 3249 1252 88 43 Master WIC 77 1577 305 43 10 Master Hall 124 2427 783 66 27 Master WC 30 805 153 22 5 Mech 30 0 0 0 0 Entire House 3259 55157 32079 1496 1100 Other equip bads 0 0 Equip. @ 1.00 RSM 32079 Latent cooling 0 TOTALS ' 3259 ' 55157 ' 32079 1 1496 1 1100 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2018 -Deo -14 08:12:46 ...,.,..,,,.<:.,_ ,.,..,; , Right -Suite DUniversal2018 18.0.31 RSU25375 Page t ACCA ...\Everett Plan\Working Dramngs\Everett Ran.rup Calc= MJ8 Front Doorfaees: E Job: Everett Plan Building Analysis Date: Dec 14, 2018 ''P �: ICS Entire House By: Jimmy Conlon 'Weare the mfsaing piece' ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: vw✓w.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Location: Denver/Stapleton, CO, US Elevation: 5289 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -1 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Component Indoor temperature (°F) Btuh Design TD (°F) Walls Relative humidity (%) Cooling Moisture difference (gr/lb) 94 Infiltration: 28 ( H ) Method 61 Shielding / stories 7.5 Pressure /AVF Component Btuh/ft' Btuh % of load Walls 4.7 16930 30.7 Glazing 20.7 14951 27.1 Doors 27.8 495 0.9 Ceilings 2.1 3543 6.4 Floors 1.6 2642 4.8 Infiltration 5.0 16597 30.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 55157 100.0 Component Btuh/ft2 Btuh % of bad Walls 0.9 3080 9.6 Glazing 21.6 15569 48.5 Doors 10.3 183 0.6 Ceilings 0.6 1089 3.4 Floors 0.1 223 0.7 Infiltration 0.7 2234 7.0 Ducts 0 0 Ventilation 0 0 Internal gains 9700 30.2 Blower 0 0 Adjustments 0 Total 1 1 320791 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.070 Btuh/ft2--°F Data entries checked. Walls, Glazing Heating Cooling 70 75 71 19 50 50 61.7 -35.3 Blower door 3 (partial) / 3 50 Pa / 2197 cfm Infiltration Glazing Nuna� Other al Gains ation - wrightsoft- 2018 -Dec -140812:46 ...•..... „.,.,...... Right -Suite® Universal 2018 18.0.31 RSU25375 Page 1 \EverettPlan\WorkingDrawings\EverettRan.rup Calc =MJ8 Front Door faces: E T /� Component Constructions �' T�CMCS p 'We an, the missing piece' Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec By: Jimmyy Conlon Area Project Insui R For: Everett Plan Gain (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 4077 Everett St, Wheat Ridge, CO 80033 ft' Bt"12F Design • • BtU"2 Location: Indoor: Heating Cooling Denver/Stapleton, CO, US Indoor temperature (°F) 70 75 Elevation: 5289 ft Design TD (°F) 71 19 Latitude: 40°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 61.7 -35.3 Dry bulb (°F) -1 94 Infiltration: 10.0 Daily range (°F) - 28 ( H ) Method Blower door Wet bulb (°F) - 61 Shielding / stories 3 (partial) / 3 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 2197 cfm Construction descriptions or Area U -value Insui R Htg HTM Loss Clg HTM Gain (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft' Bt"12F ft"FBtuh BtU"2 Btuh BtuIVR' Btuh Walls 0 20.7 442 10.3 220 (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 6 ft overhang (8 ft vvindov ht, O ft sep.); 7 ft head ht 156-10sfc-2: Bg wall, heavy dry or light damp sal, concrete wail, r-10 ins, 8" n 268 0.061 10.0 5.68 1520 0.54 146 thk, 1/2" gypsum board int fnsh n 75 0.054 10.0 5.07 380 0.55 41 (SHGC=0.33); 50% blinds 45°, medium; foreground = ne✓v concrete (0.32); e 20 0.049 10.0 3.50 70 0 0 30 0.290 e 19 0.061 10.0 5.68 106 0.55 10 e 100 0.054 10.0 5.42 542 0.71 71 e 165 0.050 10.0 3.98 656 0.16 27 s 407 0.049 10.0 3.18 1295 0 0 W 68 0.061 10.0 5.68 385 0.55 37 all 1121 0.061 10.0 4.42 4955 0.30 332 2 x 6 / R20 n 677 0.068 20.0 4.86 3288 1.18 799 e 405 0.068 20.0 4.86 1967 1.18 478 S 602 0.068 20.0 4.86 2924 1.18 711 W 528 0.068 20.0 4.86 2564 1.18 623 all 2213 0.068 20.0 4.86 10743 1.18 2611 Partitions Partition Wall 2 x 6 R20 267 0.065 20.0 4.61 1232 0.51 137 Windows Double Pane, Lav -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n 25 0.290 0 20.7 518 10.3 258 (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (2.5 ft Windov ht, 12 ft sep.); 7 ft head ht Double Pane, LaN-E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n 21 0.290 0 20.7 442 10.3 220 (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 6 ft overhang (8 ft vvindov ht, O ft sep.); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Lan -E, Vinyl; NFRC rated n 79 0.290 0 20.7 1631 10.3 814 (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (4.5 ft windav ht, 1 ft sep.); 7 ft head ht Double Pane, Lovv E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n 16 0.290 0 20.7 331 10.3 165 (SHGC=0.33); 50% blinds 45°, medium; foreground = ne✓v concrete (0.32); 1 ft overhang (2 ft windav ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated n 30 0.290 0 20.7 621 10.3 310 (SHGC=0.33); 50% blinds 45°, medium; foreground = neN concrete (0.32); 1 ft overhang (2 ft vvindav ht, 2 ft sep.); 7 ft head ht wri+ghtsoft- 2018 -Dec -14 08:12:46 , -1111. 1 N 111.1,..,.:.,,.:- ............. Right -Suite® Universal 2018 18.0.31 RSU25375 Page 1 ACCK ...\Everett Ran\Working Drawings\Everett Ran.rup Calc= MJ8 Front Door faces: E Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vlnyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (2.5 ft vvindaw ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav E, Vlnyl; NFRC rated n (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (8 ft vwindav ht, 4 ft sep.); 7 ft head ht Double Pane, Lav E, Vinyl: Double Pane, Loi+ -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (1.5 ft vandovv ht, 3 ft sep.); 7 ft head ht Double Pane, Law -E, Vinyl: Double Pane, Low -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (1.5 ft vAndav ht, 6 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (4.5 ft window ht, 5 ft sep.); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Lwv-E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = asphalt (0.10); 1 ft w overhang (2 ft vvindav ht, 2 ft sep.); 7 ft head ht all Double Pane, Lav -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft windovv ht, 3 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav E, Vlnyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft window ht, 4 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vlnyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (4.5 ft window ht, 8 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Law -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; 1 ft overhang (8 ft window ht, 9 ft sep.); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Love -E, Vinyl; NFRC rated e (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (8 ft window ht, 9 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Low E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 7 ft head ht Double Pane, Lav -E, Vinyl: Double Pane, Low E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (2 ft Wndav ht, 2 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, W*E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 w ft overhang (2.5 ft vvindaw ht, 1 ft sep.); 7 ft head ht all Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (2.5 ft window ht, 10 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vmyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (4 ft vvindaw ht, 2 ft sep.); 7 ft head ht Double Pane, LaN-E, Vinyl: Double Pane, Law -E, Vlnyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (4.5 ft vvindav ht, 10 ft sep.); 7 ft heed ht Double Pane, Lav -E, Vinyl: Double Pane, Law E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = green grass (0.23); 1 ft overhang (5 ft vvindav ht, 10 ft sep.); 7 ft heed ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vinyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 2 ft sep.); 7 ft head ht Double Pane, Low -E, Vinyl: Double Pane, Lav -E, Vlnyl; NFRC rated s (SHGC=0.33); 50% blinds 45°, medium; foreground = new concrete (0.32); 6 ft overhang (8 ft vvindav ht, 2 ft sep.); 7 ft heed ht Double Pane, Lore -E, Vinyl: Double Pane, Lav -E, Ulnyl; NFRC rated w (SHGC=0.33); 50% blinds 45°, medium; foreground = asphalt (0.10); 1 ft overhang (2 ft window ht, 4 ft sep.); 7 ft head ht -* wrilghtsoft. ,,.^+� ,x,,,,.. ,1Z.. ,,.,,.,-,,. Right -Suite(@ Universal 2018 18.0.31 RSU25375 ��...1EverettRanlWorkingDrawings\EverettPlan.rup Calc=MJ8 FrontDoorfaces: E 13 0.290 23 0.290 40 0.290 9 0.290 9 0.290 27 0.290 0 20.7 259 10.3 129 0 20.7 466 10.3 232 0 20.7 828 10.3 413 0 20.7 186 32.6 294 0 20.7 186 32.6 294 0 20.7 559 32.6 881 6 0.290 0 20.7 124 24.6 148 4 0.290 0 20.7 83 24.6 99 10 0.290 0 20.7 207 24.6 246 14 0.290 0 20.7 280 42.6 576 14 0.290 0 20.7 280 42.6 576 14 0.290 0 20.7 280 42.6 576 48 0.290 0 20.7 994 32.6 1567 24 0.290 0 20.7 497 42.6 1023 53 0.290 0 20.7 1097 26.6 1411 8 0.290 0 20.7 166 16.7 134 15 0.290 0 20.7 311 14.6 219 19 0.290 0 20.7 388 34.6 649 34 0.290 0 20.7 699 25.7 868 15 0.290 0 20.7 311 18.6 279 20 0.290 0 20.7 414 17.7 354 16 0.290 0 20.7 326 18.6 293 15 0.290 0 20.7 311 18.6 279 60 0.290 0 20.7 1242 25.9 1552 80 0.290 0 20.7 1656 20.3 1626 8 0.290 0 20.7 166 24.6 197 2018 -Deo -14 08:12:46 Page 2 Doors 11 D0: Door, M sc type n 18 0.390 0 27.8 495 10.3 183 Ceilings Shingle / R50 1711 0.029 50.0 2.07 3543 0.64 1089 Floors AboveAmbient / R30 36 0.035 30.0 2.50 90 0.35 13 Above Garage / R30 605 0.035 30.0 1.25 755 0.35 211 Slab Floor 934 0.024 0 1.74 1623 0 0 100 0.024 0 1.74 174 0 0 all 1034 0.024 0 1.74 1796 0 0 wrightsoft- 2018 -Deo -14 08:12:46 M, Right -Suite® Universal 2018 18.0.31 RSU25375 Page 3 .CCS \EverettPoan\Working Drawings\EverettPlan.rup Calc=MJB Front Door faces: E Project Summa Job: Everett Plan � �.a��,� Date: Dec 14, 2018 # e r ��• Entire House By: Jimmy Conlon 'we ar< ene m+fting p1«<' ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Notes: Touchstone Development 731 S. Elizabeth St Denver. CO 80209 L Design information Weather: Winter Design Conditions Outside db -1 °F Inside db 70 *F Design TD 71 °F Heating Summary Structure 55157 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification Piping Equipment load Infiltration Method Shielding / stories Pressure /AVF 0 Btuh 0 Btuh 55157 Btuh Denver/Stapleton, CO, US Blower door 3 (partial) / 3 50 Pal2197 cfm Heating Cooling Area (ft) 3259 3259 Volume (f?) 26364 26364 Air changes/hour 0.58 0.30 Equiv.AVF (cfm) 257 131 Heating Equipment Summary °F Make Trane H Trade TRANE Relative humidity Model S9V2B080U4PS*** % AHRI ref 10509478 -35 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 96AFUE 80000 Btuh 68288 Btuh 50 0 1496 cfm 0.027 cfm/Btuh 0.90 in H2O Summer Design Conditions 32079 Outside db 94 °F Inside db 75 °F Design TD 19 °F Daily range H 0 Relative humidity 50 % Moisture difference -35 gr/Ib Sensible Cooling Equipment Load Sizing Structure 32079 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) AHRI ref 201811657 Blower 0 Btuh Use manufacturers data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible bad 32079 Btuh Latent Cooling Equipment Load Sizing Structure -1581 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) AHRI ref 201811657 Equipment latent bad 0 Btuh Equipment Total Load (Sen+Lat) 32079 Btuh Req. total capacity at 0.80 SHR 3.3 ton Cooling Equipment Summary Make Trane Trade XR16 Cond 4TTR6042J1 Coil 4TXCB006DS3+S9V2 B080U4P S AHRI ref 201811657 Efficiency 13.0 EER, 15 SEER Sensible cooling 31200 Btuh Latent cooling 7800 Btuh Total cooling 39000 Btuh Actual air flow 1100 cfm Air flow factor 0.034 cfm/Btuh Static pressure 0.90 in H2O Load sensible heat ratio 1.00 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -Deo -14 08:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Page 1 ,4r -CK ...\Everett PlanMorking DrawingMEverettRan.rup Calc= MJ8 Front Doorfaces: E I/�(1 Right -JO Worksheet Job: Everett Plan `�> ■vires Date: Dec 14, 2018 Entire House BY Jimmy Conlon PPoC81Cs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Entire House Mud Room Closet 2 Exposed wall 412.5 ft 5.5 It 3 Room height 9.7 ft 9.7 ft heat/cool 4 Room dimensions 5.5 x 6.5 ft 5 Room area 3259.0 ft2 35.8 ft2 Ty Construction Ll -value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ft2-°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 156-10sfc-2 0.083 n 5.68 0.54 314 268 1520 146 0 0 0 0 Double Pane, L(yw-E, 0.290 n 2071 10.33 25 0 518 258 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 21 0 442 220 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 75 75 380 41 0 0 0 0 11 W 2 x 6/ R20 0.068 n 4.86 1.18 877 677 3288 799 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 79 0 1631 814 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 16 0 331 165 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 30 0 621 310 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 13 0 259 129 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 23 0 466 232 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 40 0 828 413 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 20 20 70 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 19 19 106 10 0 0 0 0 W 15B-10sfc-4 0.083 e 5.42 0.71 100 100 542 71 0 0 0 0 W 1513-10sfc-8 0.083 a 3.98 0.16 165 165 656 27 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 569 405 1967 478 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 9 0 186 294 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 9 0 186 294 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 27 0 559 881 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 6 0 124 148 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 48 0 994 1567 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 24 0 497 1023 0 0 0 0 W 1513-10sfc-10 0.083 s 3.18 0.00 460 407 1295 0 55 55 192 0 Double Pane, Low -E, 0.290 s 20.71 26.63 53 0 1097 1411 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 831 602 2924 711 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 8 2 166 134 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 15 10 311 219 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 20 3 414 354 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 16 0 326 293 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 60 7 1242 1552 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 80 80 1656 1626 0 0 0 0 W 15B-10sfo-2 0.083 w 5.68 0.55 68 68 385 37 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 559 528 2564 623 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 4 0 83 99 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 8 0 166 197 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 19 0 388 649 0 0 0 0 Partition Wall 2 x 6 0.065 - 4.61 0.51 285 267 1232 137 15 15 67 7 D 11 DO 0.390 n 27.85 10.32 18 18 495 183 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 1711 1711 3543 1089 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 36 36 90 13 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 605 605 755 211 0 0 0 0 F Slab Floor 0.024 1.74 0.00 934 934 1623 0 36 36 62 0 F Slab Floor 0.024 1.74 0.00 100 100 174 0 0 0 0 0 6 c)AEDexcursion 0 0 Envelope loss/gain 38561 20145 321 7 12 a) Infiltration 16597 2234 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 8550 0 Subtotal (lines 6 to 13) 55157 32079 321 7 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 752 53 14 Subtotal 55157 32079 1073 60 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 5515732079 1073 60 Air required (cfm) 1496 1100 29 2 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -$'twrtghtsofY 2018 -Dec -1408:12:46 ` ff2A - -•^--- -- • g Right-SuiteOUniversal 2018 18.0.31 RSU25375 Page 1 ...�Evereff Ran\Working Drawings\Evereff Ran.rup Calc= MJ8 Front Door faces: E f• `tjDW)Cai,s Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Mud Room Rec Room 2 Exposed wall 6.0 ft 43.0 ft 3 Room height 9.7 ft heaVcool 9.7 ft heat/cool 4 Room dimensions 1.0 x 127.5 ft 1.0 x 453.5 ft 5 Room area 127.5 ft2 453.5 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft') Load number (Btuh/W-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (B h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�/ 15B-10sfc-2 0.083 n 5.68 0.54 58 37 203 18 160 135 758 71 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 25 0 518 258 I Double Pane, Low -E, 0.290 n 20.71 10.33 21 0 442 220 0 0 0 0 -GC W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 20 20 70 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 19 19 106 10 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 tiDouble Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 155 130 394 0 I --G Double Pane, Low -E, 0.290 s 2071 26.63 0 0 0 0 25 0 518 666 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 68 68 385 37 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 q Partition Wall 2 x 6 0.065 - 4.61 0.51 164 147 675 75 0 0 0 0 I -D 11 DO 0.390 n 27.85 10.32 18 18 495 183 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 128 128 221 0 454 454 788 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -36 -30 Envelope loss/gain 2037 461 3536 1012 12 a) Infiltration 244 33 1036 139 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 1500 Subtotal (lines 6 to 13) 2281 994 4572 2652 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2281 994 4572 2652 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2281 994 4572 2652 Air required (cfm) 62 34 124 91 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtghYsofY 2018 -Deo -1408:12:46 ACC-- - Right -Suite® Universal 2018 18.0.31 RSU25375 Page 2 t' ...\EverettPlan\Working Drawings\EverettPlan.rup Calc =MJ8 Front Door faces: E g mXalcs Right -J® Worksheet Entire House ProCalcs, LLC Pr) Ft- Ra9n37 Pori Saint Lucie. FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: w,w✓ProCal s.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bedroom 4 37.5 ft 9.7 ft heaUcool 1.0 x 207.0 ft 207.0 ft WC Tub4 5.5 ft 9.7 ft heat/cool 5.5 x 6.0 ft 33.0 ft Ty Construction number U -value (BtuhAt2--°F) Or HTM (Btuh/ft) Area (ft) or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 \1 15B-10sfc-2 Double Pane, Low -E, Double Pane, Low -E, 15B-10sfc-4 2x6/R20 Double Pane, Law -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Law -E, Double Pane, Low -E, 15B-10sfc-10 15B-10sfc-2 15B-10sfc-4 15B-10sfc-8 2x6/R20 Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Law -E, Double Pane, Low -E, 15B-10sfc-10 Double Pane, Low -E, 2 x 6/ R20 Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Law -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, 15B-10sfc-2 2x6/R20 Double Pane, Low -E, Double Pane, Low -E, Double Pane, Law -E, Partition Wall 2 x 6 1100 Shingle / R50 AboveAmbient/R30 Above Garage / R30 Slab Floor Slab Floor 0.083 0.290 0.290 0.083 0.068 0.290 0.290 0.290 0.290 0.290 0.290 0.083 0.083 0.083 0.083 0.068 0.290 0.290 0.290 0.290 0.290 0.290 0.290 0.290 0.290 0.083 0.290 0.068 0.290 0.290 0.290 0.290 0.290 0.290 0.290 0.290 0.083 0.068 0.290 0.290 0.290 0.065 0.390 0.029 0.035 0.035 0.024 0.024 n n n n n n n n n n n a a a a a a a a a a a e a a s s s s s s s s s s s w w w w w - n 5.68 20.71 20.71 5.07 4.86 20.71 20.71 20.71 20.71 20.71 20.71 3.50 5.68 5.42 3.98 4.86 20.71 20.71 20.71 20.71 20.71 20.71 20.71 20.71 20.71 3.18 20.71 4.86 20.71 20.71 20.71 20.71 20.71 20.71 20.71 20.71 5.68 4.86 20.71 20.71 20.71 4.61 27.85 2.07 2.50 1.25 1.74 1.74 0.54 10.33 10.33 0.55 1.18 10.33 10.33 10.33 10.33 10.33 10.33 0.00 0.55 0.71 0.16 1.18 32.64 32.64 32.64 24.64 42.64 42.64 42.64 32.64 42.64 0.00 26.63 1.18 16.74 14.60 18.63 17.68 18.63 18.63 25.87 20.33 0.55 1.18 24.64 24.64 34.64 0.51 10.32 0.64 0.35 0.35 0.00 0.00 0 0 0 75 0 0 0 0 0 0 0 0 0 0 165 0 0 0 0 0 0 0 0 0 0 135 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207 0 0 0 0 75 0 0 0 0 0 0 0 0 0 0 165 0 0 0 0 0 0 0 0 0 0 115 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 207 0 0 0 0 380 0 0 0 0 0 0 0 0 0 0 656 0 0 0 0 0 0 0 0 0 0 354 414 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 360 0 0 0 0 41 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 533 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 145 166 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L��G W W W W W W W W W IW 1--D C F F F F 6 c)AED excursion 41 24 Envelope loss/gain 2164 642 368 237 12 a) Infiltration b) Room ventilation 361 0 49 0 0 0 0 0 13 lntemal gains: Occupants @ 230 Appliances/other 0 0 450 0 0 0 Subtotal (lines 6 to 13) 2525 1141 368 237 14 15 Less extemal load Less transfer Redistribution Subtotal Ductloads -0% 0% 0 0 0 2525 0 0 0 0 1141 0 -0% 0% 0 0 0 368 0 0 0 0 237 0 Total room load Air required (cfm) 2525 1 68 1141 391 1 368 10 237'. 8 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -ri- wrightsofC 2018 -Deo -1408:12:46 - - Right -Suite® Universal 2018 18.0.31 RSU25375 Page ` ...\Everett Plan\Working Drawings\Everett Ran.rup Calc= MJ8 Front Door faces: E Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bath 4 Living Dining 2 Exposed wall 0 ft 51.0 ft 3 Room height 9.7 ft heaUcool 10.4 ft heaUcool 4 5 Room dimensions Room area 1.0 x 47.3 ft 47.3 ft2 1.0 x 466.3 ft 466.3 ft2 Ty Construction U -value Or HTM Area (ft') Load Area M) Load number (Btuh/ft'-°F) (Btu or perimeter (ft) (61uh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 68 45 218 53 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 23 0 466 232 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 173 80 390 95 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 9 0 186 294 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 9 0 186 294 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 27 0 559 881 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 48 0 994 1567 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 IW G 158-10sic-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, L. -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 243 183 889 216 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 60 7 1242 1552 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 25 25 120 29 Double Pane, Low -E, 0.290 w 2071 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 IL I ParttionWall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11D0 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 -0 -D C Shingle/R50 0.029 2.07 0.64 0 0 0 0 485 485 1005 309 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/ R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 47 47 82 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -10 -267 Envelope loss/gain 82 -10 6256 5255 12 a) Infiltration 0 0 2536 341 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/other 300 900 Subtotal (lines 6 to 13) 82 290 8791 7416 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 82 290 8791 7416 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 82 290 8791 7416 Air required (cfm) 121 101 238 254 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtghtsoft" 2018 -Dec -14 08:12:46 liftRight-Suite® Universal 2018 18.0.31 RSU25375 �'` ...\Everett Plan\Working Drawings�Everett Plan.rup Calc= MJ8 Front Doorfaces: E Page 4 Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Foyer Study 2 Exposed wall 25.0 ft 16.0 It 3 Room height 16.4 ft heaVcool 9.0 ft heat/cool 4 Room dimensions 15.0 x 10.0 ft 11.5 x 9.5 ft 5 Room area 150.0 ftz 109.3 >tz Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/R2--°F) (Btuh/fFz) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr-I 15B-10sfc-2 0.083 n 5.68 0.54 97 97 559 57 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 150 105 510 124 104 70 339 82 Double Pane, Law -E, 0.290 n 20.71 10.33 45 0 932 465 34 0 699 349 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfC-4 0.083 a 5.42 0.71 100 100 542 71 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 100 36 172 42 18 18 87 21 Double Pane, Law -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, law -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Law -E, 0.290 e 20.71 42.64 14 0 280 576 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane. Low -E, 0.290 a 20.71 42.64 24 0 497 1023 0 0 0 0 W '-G 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Lary -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2 x 6/ R20 0.068 w 4.86 1.18 0 0 0 0 23 23 109 27 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 q Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 �D 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 150 150 311 95 92 92 190 58 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 100 100 174 0 0 0 0 0 6 c)AED excursion 156 -57 Envelopeloss/gain 4535 3761 1424 480 12 a) Infiltration 2062 278 718 97 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 0 1000 Subtotal (lines 6 to 13) 6597 4038 2142 1577 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6597 4038 2142 1577 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 6597 4038 2142 1577 Air required (cfm) 179 138 58 54 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrightsoft• 2018 -Deo -1408:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Page 5 gyp` ...�EverettPlan\Working Drawing s\Everett Ran.rup Calc =MJ8 Front Door faces: E 9 we mefne m�v�r,gp�e' Right -J® Worksheet Entire House ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bedroom 3 Bath 3 2 Exposed wall 28.0 ft 18.5 It 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 219.8 ft 11.5 x 7.0 ft 5 Room area 219.8 ft' 80.5 ft' Ty Construction U -value Or HTM Area (ft) Load Area (ft') Load number (Btuhlfl'--°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vel 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 104 88 425 103 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 16 0 331 165 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Lowy -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Lovv-E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 IW � 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 --G W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 104 89 430 104 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 15 10 311 219 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, L(yw-E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 149 136 660 160 63 57 276 67 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 13 0 259 433 6 0 129 216 IL Partition Wall 2 x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 -D 11DO 0.390 n 27.65 10.32 0 0 0 0 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 190 190 393 121 81 81 167 51 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 220 220 275 77 81 81 101 28 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 145 -16 Envelope loss/gain 2343 1204 1412 670 12 a) Infiltration 1257 169 830 112 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 2300 0 0 0 Appliances/other 450 0 Subtolal (lines 6 to 13) 3599 1824 2243 782 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3599 1824 2243 782 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 3599 1824 2243 782 Air required (cfm) 98 63 61 27 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -r�- wrlytstsoft 2018 -Dec -1408:12:46 - Ri ht -Su te® Universal 2018 18 0 31 RSU25375 4CA. g Page 6 \Everett Plan\Work ng Drawings\Everett Plan.rup Calc = MJ8 Front Door faces: E Right -J® Worksheet Entire House ProCaics, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wnwProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Bedroom 2 Kitchen 2 Exposed wall 13.5 ft 13.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 13.5 x 10.5 ft 1.0 x 221.5 ft 5 Room area 141.8 112 221.5 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/fF-°F) (Btu or perimeter (ft) (Bich) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 1 1 W 2x6/R20 0.068 n 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 156-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 18 18 87 21 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 122 92 444 108 99 83 404 98 Double Pane, Law -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 16 0 326 293 Double Pane, Low -E, 0.290 s 20.71 18.63 15 0 311 279 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 55 55 114 35 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 122 122 152 42 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 144 4 Envelope loss/gain 1332 889 818 417 12 a) Infiltration 606 82 583 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 450 2000 Subtotal (lines 6 to 13) 1938 1420 1401 2726 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 147 27 147 27 14 Subtotal 2085 1447 1548 2753 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 2085 1447 1548 2753 Air required (cfm) 57 50 42 94 Calculations approved WACCA to meet all reauirements of Manual J 8th Ed wrigtttsoft` 2018 -Dec -1408:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Page ' fCf'` ...\Evereft Plan\Working Drawings\Evereit Ran.rup Calc = MJ8 Front Doorfaces: E �Y,�ACa/CS Right -J® Worksheet Entire House ProCallcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Hallway Bath 2 2 Exposed wall 12.5 ft 8.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaticool 4 Room dimensions 1.0 x 130.0 ft 8.5 x 9.0 ft 5 Room area 130.0 ftp 76.5 T Ty Construction U -value Or HTM Area (1111) Load Area (ftp) Load number (Btuh/ft2-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 2071 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/ R20 0.068 n 4.86 1.18 72 72 350 85 77 71 342 83 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 6 0 124 62 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 W 15B-10slc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 41 41 197 48 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 T Partition Wall 2 x 6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 -D 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle / R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 36 36 90 13 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 54 54 67 19 77 77 96 27 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -8 -8 Envelope loss/gain 704 156 562 164 12 a) Infiltration 561 76 382 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 2300 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1265 231 944 215 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 69 13 0 0 14 Subtotal 1334 244 944 215 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1334 244 944 215 Air required (cfm) 36 8 26 7 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed _ -P�A- w_ rightsoft• 2018-Dec,1408:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Page8 ...\Everett Plan\Working Drawings\Everett Ran.rup Calc= MJ8 Front Door faces: E ��Tmcafcs Right -J® Worksheet Entire House ProCalcs, LLC PO. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Powder Closet2 2 Exposed wall 5.0 It 4.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 5.0 x 9.0 it 45.0 ft2 4.0 x 8.5 ft 34.0 ft= Ty Construction U -value Or HTM Area (it') Load Area (ftp) Load number (BtuW-°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Lav -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 45 39 189 46 0 0 0 0 Double Pane, Lav -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 6 0 124 62 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 IW G 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Lav -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 36 36 175 42 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 I--c� L�_GO Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 q ParttionWall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 -0 C Shingle / R50 0.029 2.07 0.64 0 0 0 0 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage/ R30 0.035 1.25 0.35 45 45 56 16 7 7 9 2 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -5 -2 Envelope loss/gain 370 118 184 43 12 a) Infiltration 224 30 180 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 00 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 594 149 363 67 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -363 -67 14 Subtotal 594 149 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 594 149 0 0 Airrequired(cfm) 16 5 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -Via-wrlgtstsoft 2018 -Deo -1408:12:46 AfC+ M. . .. ...•....11-1.1...1...1- Right -Suite@ Universal 2018 18.0.31 RSU25375 Page \EverettPlan\WorkingDrawngslEverettRan.rup Calc =MJ8 FrontDoorfaces: E -'Rr-)ICS wea.eaM m,mn9 M-� Right -JO Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Master Suite Master Bath 2 Exposed wall 46.5 ft 25.0 ft 3 Room height 9.0 ft heaticool 9.0 ft heat/cool 4 Room dimensions 1.0 x 255.8 ft 1.0 x 163.8 ft 5 Room area 255.8 ft2 163.8 ft2 Ty Construction number U -value (Btuh/ft2--°F) Or HTM (Btuh/ft2) Area (ft) or perimeter (ft) Load (13 h) Area (1112) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 15B-10sfc-2 Double Pane, Low -E, Double Pane, Low -E, 0.083 0.290 0.290 n n n 5.68 20.71 20.71 0.54 10.33 10.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W W 15B-10sfc-4 2x6/R20 0.083 0.068 n n 5.07 4.86 0.55 1.18 0 108 0 90 0 437 0 106 0 23 0 23 0 112 0 27 Double Pane, Lav -E, Double Pane, Low -E, Double Pane, Low -E, 0.290 0.290 0.290 n n n 20.71 20.71 20.71 10.33 10.33 10.33 0 0 18 0 0 0 0 0 373 0 0 186 0 0 0 0 0 0 0 0 0 0 0 0 Double Pane, Lav -E, Double Pane, Low -E, 0.290 0.290 n n 20.71 20.71 10.33 10.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W Double Pane, low -E, 15B-10sfc-10 15B-10sfc-2 0.290 0.083 0.083 n a a 20.71 3.50 5.68 10.33 0.00 0.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 15B-10sfc4 15B-10sfc-8 0.083 0.083 a a 5.42 3.98 0.71 0.16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2x6/R20 Double Pane, Lav -E, Double Pane, Low -E, 0.068 0.290 0.290 a a a 4.86 20.71 20.71 1.18 32.64 32.64 23 0 0 23 0 0 112 0 0 27 0 0 45 0 0 39 0 0 189 0 0 46 0 0 Double Pane, Low -E, Double Pane, Low -E, Double Pane, Low -E, 0.290 0.290 0.290 a a a 20.71 20.71 20.71 32.64 24.64 42.64 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 124 0 0 148 0 Double Pane, Low -E, Double Pane, Law -E, 0.290 0.290 a a 20.71 20.71 42.64 42.64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pane, Low -E, Double Pane, Lav -E, 15B-10sfc-10 0.290 0.290 0.083 e e s 20.71 20.71 3.18 32.64 42.64 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LiDouble IW '-U W Double Pane, Low -E, 2x6/R20 0.290 0.068 s s 20.71 4.86 26.63 1.18 0 104 0 24 0 117 0 28 0 124 0 96 0 466 0 113 Double Pane, Low -E, Double Pane, Low -E, Double Pane, Law -E, 0.290 0.290 0.290 s s s 20.71 20.71 20.71 16.74 14.60 18.63 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 2 0 0 166 0 0 134 0 0 Double Pane, Low -E, Double Pane, Low -E, 0.290 0.290 s s 20.71 20.71 17.68 18.63 0 0 0 0 0 0 0 0 20 0 3 0 414 0 354 0 Double Pane, Low -E, Double Pane, Law -E, Double Pane, Law -E, 0.290 0.290 0.290 s s s 20.71 20.71 20.71 18.63 25.87 20.33 0 0 80 0 0 80 0 0 1656 0 0 1626 0 0 0 0 0 0 0 0 0 0 0 0 W W 15B-10sfc-2 2x6/R20 0.083 0.068 w w 5.68 4.86 0.55 1.18 0 175 0 163 0 791 0 192 0 49 0 49 0 235 0 57 Double Pane, Low -E, Double Pane, Law -E, Double Pane, Low -E, 0.290 0.290 0.290 w w w 20.71 20.71 20.71 24.64 24.64 34.64 4 8 0 0 0 0 83 166 0 99 197 0 0 0 0 0 0 0 0 0 0 0 0 0 Partition Wall 2 x 6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 C 11DO Shingle / R50 0.390 0.029 n 27.85 2.07 10.32 0.64 0 261 0 261 0 541 0 166 0 166 0 166 0 343 0 106 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage! R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -136 El 106 Envelope loss/gain 4275 2493 2050 1091 12 a) Infiltration 2045 275 1199 161 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 6320 3768 3249 1252 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6320 3768 3249 1252 15 DuctloadS -0% 0% 0 0 -0% 0%1 0 0 Total room load 1 6320 1 3768 3249 1252 Air required (cfm) 171 129 88 43 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. • P' wrightsaft• 2018 -Dec -1408:12:46 Right -Suite® Universal 2018 18.0.31 RSU25375 Page 10 GN ...\Everett Ran\Working Drawings\Everett Ran.rup Calc = MJ8 Front Door faces: E 9 BC,S Right -J® Worksheet Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.Pi oCalcs.Net License: CAC1815254 Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon 1 Room name Mester W IC Master Hall 2 Exposed wal I 18.0 ft 17.0 ft 3 Room height 8.0 ft heatIcool 8.0 ft heat/cool 4 Room dimensions 7.0 x 11.0 ft 8.0 x 15.5 ft 5 Room area 77.0 ft' 124.0 fF Ty Construction U -value Or HTM Area (ft') Load Area (ftp) Load number (Btuhtftw--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 15B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 !l_CG Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10stc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 56 56 272 66 64 12 56 14 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 13 0 259 129 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 40 0 828 413 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 88 88 427 104 36 36 175 42 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 IW �--G 15B-10sfc-10 0.083 s 3.18 0.00 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 2071 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 20.33 0 0 0 0 0 0 0 0 W 15B-10sfc-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 36 36 175 42 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Fj L Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 0 0 0 0 11DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 -p C Shingle/R50 0.029 2.07 0.64 77 77 159 49 124 124 257 79 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -11 -28 Envelope loss/gain 859 208 1749 692 12 a) Infiltration 718 97 678 91 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1577 305 2427 783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1577 305 2427 783 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1577 305 2427 783 Air required (cfm) 43 10 66 27 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -►ijwrigYstsoft° 2018 -Deo -1408:12:46 "= Right -Suite@ Universal 2018 18.0.31 RSU25375 'C(:, -k ...\Everett Plan\Working Drawings\EverettRan.rup Calc =MJ8 Front Door faces: E Page 11 Right -J® Worksheet Job: Everett Plan Date: Dec 14, 2018 w•m•�•-�• Entire House By Jimmy Conlon ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Master W C Nbch 2 Exposed wall 7.5 ft 6.0 ft 3 Room height 9.0 ft heaVcool 9.7 ft heat/cool 4 Room dimensions 4.0 x 7.5 ft 6.0 x 5.0 ft 5 Room area 30.0 ft2 30.0 ft' Ty Construction LI -value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ft2-°F) (Btu h/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 615B-10sfc-2 0.083 n 5.68 0.54 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 2071 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 n 5.07 0.55 0 0 0 0 0 0 0 0 11 W 2x6/R20 0.068 n 4.86 1.18 8 8 39 9 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 n 20.71 10.33 0 0 0 0 0 0 0 0 W 15B-10sfc-10 0.083 a 3.50 0.00 0 0 0 0 0 0 0 0 W 156-10sfc-2 0.083 a 5.68 0.55 0 0 0 0 0 0 0 0 W 15B-10sfc-4 0.083 a 5.42 0.71 0 0 0 0 0 0 0 0 W 15B-10sfc-8 0.083 a 3.98 0.16 0 0 0 0 0 0 0 0 2x6/R20 0.068 a 4.86 1.18 67 67 327 80 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 e 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 a 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 e 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 32.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 a 20.71 42.64 0 0 0 0 0 0 0 0 IW 15B-10sfo-10 0.083 s 3.18 0.00 0 0 0 0 60 60 210 0 �-G Double Pane, Low -E, 0.290 s 20.71 26.63 0 0 0 0 0 0 0 0 W 2x6/R20 0.068 s 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 s 20.71 16.74 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 14.60 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 17.68 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 18.63 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 25.87 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 s 20.71 2033 0 0 0 0 0 0 0 0 W 15B-10sfo-2 0.083 w 5.68 0.55 0 0 0 0 0 0 0 0 IW 2x6/R20 0.068 w 4.86 1.18 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Low -E, 0.290 w 20.71 24.64 0 0 0 0 0 0 0 0 Double Pane, Law -E, 0.290 w 20.71 34.64 0 0 0 0 0 0 0 0 Partition Wall 2x6 0.065 - 4.61 0.51 0 0 0 0 106 106 490 55 11 DO 0.390 n 27.85 10.32 0 0 0 0 0 0 0 0 C Shingle/R50 0.029 2.07 0.64 30 30 63 19 0 0 0 0 F AboveAmbient/R30 0.035 2.50 0.35 0 0 0 0 0 0 0 0 F Above Garage / R30 0.035 1.25 0.35 0 0 0 0 0 0 0 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 30 30 52 0 F Slab Floor 0.024 1.74 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -6 -2 Envelope loss/gain 429 103 752 53 12 a) Infiltration 376 51 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 805 153 752 53 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -752 -53 14 Subtotal 805 153 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 805 153 1 0 0 Air required (cfm) 22 5 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. --j - wrightsof*- 2018 -Deo -1408:12:46 " - " ....... Right -Suite® Universal 2018 18.0.31 RSU25375 s1CA Page 12 Everett Plan\Working Dravvings�Everett Plan.rup Calc= MJ8 Front Doorfaces: E Duct System Summary *"tPTOOCaICS Entire House 'We ave the mhaing piece' ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwwProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.90 in H2O 0.14 in H2O 0.76 in H2O 0.406 /0.354 in H2O 0.144 in/100ft 1496 cfm - - wrightsoft" Right -Suite® Universal 2018 18.0.31 RSU25375 ACCA....\EverettRan\Working Drawings\EverettPlan.rup Calc=MJ8 FrontDoorfaces: E 527 ft Job: Everett Plan Date: Dec 14, 2018 By: Jimmy Conlon Cooling 0.90 in H2O 0.49 in H2O 0.41 in H2O 0.219 /0.191 in H2O 0.078 in/100ft 1100 cfm 2018 -Dec -14 08:12:49 Page 1 Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 h 944 26 7 0.284 4.0 Ox 0 RdFg 38.0 105.0 st2A Bath 3 h 2243 61 27 0.324 5.0 Ox 0 RdFg 25.5 100.0 st2 Bath 4 C 290 2 10 0.099 4.0 Ox 0 RdFg 37.0 185.0 st13B Bedroom h 1447 57 50 0.264 5.0 0x0 RdFg 8.0 75.0 st2 Bedroom h 1800 49 31 0.269 5.0 Ox 0 RdFg 41.0 110.0 st2A Bedroom 3-A h 1800 49 31 0.369 5.0 0x0 RdFg 35.0 75.0 st2 Bedroom h 2525 68 39 0.171 5.0 Ox 0 RdFg 43.0 195.0 st13B Foyer h 2019 89 69 0.088 6.0 OX 0 RdFg 48.5 200.0 st13C Foyer -A h 2019 89 69 0.090 6.0 Ox 0 RdFg 42.5 200.0 st13C Hallway h 1334 36 8 0.265 4.0 Ox 0 RdFg 43.5 110.0 st2A Kitchen C 1376 21 47 0.285 5.0 Ox 0 RdFg 12.0 65.0 st13 Kitchen -A C 1376 21 47 0.348 4.0 Ox 0 VIFx 13.0 50.0 St13A Living Dining C 1854 60 64 0.122 5.0 Ox 0 RdFg 34.0 145.0 st13A Living Dining -A C 1854 60 64 0.309 4.1 8x4 RtFg 21.0 50.0 st13A Living Dining -B C 1854 60 64 0.100 5.0 Ox 0 RdFg 53.5 165.0 st136 Living Dining -C C 1854 60 64 0.105 5.0 Ox 0 RdFg 48.0 160.0 st13A Master Bath h 3249 88 43 0.314 6.0 Ox 0 RdFg 24.5 105.0 st14 Master Hall h 2427 66 27 0.261 5.0 Ox 0 RdFg 30.5 125.0 St14 Master Suite h 1256 57 43 0.138 5.0 Ox 0 RdFg 39.0 120.0 st14 Master Suite -A h 1256 57 43 0.124 5.0 Ox 0 RdFg 41.5 135.0 st14 Master suite -B h 1256 57 43 0.119 5.0 Ox 0 RdFg 44.5 140.0 SO4 Master WC h 805 22 5 0.258 4.0 Ox 0 RdFg 32.5 125.0 St14 Master WIC h 1577 43 10 0.235 4.0 Ox 0 RdFg 33.0 140.0 st14 Mud Room h 2281 62 34 0.475 5.0 OX 0 RdFg 10.5 75.0 st13 Mud Room Closet h 1073 29 2 0.462 4.0 Ox 0 RdFg 8.0 80.0 St13 Powder h 594 16 5 0.261 4.0 Ox 0 RdFg 45.5 110.0 st2A Rec Room h 884 41 30 0.090 4.0 4x 10 RtFg 39.5 205.0 st13C Rec Room -A h 884 41 30 0.145 4.0 4x 10 RtFg 26.5 125.0 st13A RecRoorrrB h 884 41 30 0.105 4.0 4x 10 RtFg 33.0 175.0 st13B Study h 1577 58 54 0.078 5.0 Ox 0 RdFg 56.5 225.0 st13C WC Tub 4 h 237 10 8 0.140 4.0 Ox 0 RdFg 31.5 125.0 st13A Name Trunk Type Htg (cfm) Clg (cfm) Design FR Vebc (fpm) Diam (in) H x W (in) Duct Material Trunk st14 PeakAVF 390 215 0.220 877 8.7 8 x 8 RectFbg st1 st1 PeakAVF 1203 940 0.078 802 14.9 12 x 18 RectFbg st13 PeakAVF 813 725 0.078 542 14.1 12 x 18 RectFbg SO st13B PeakAVF 450 366 0.078 810 14.1 8 x 10 RectFbg st13A st13A PeakAVF 701 642 0.078 841 14.1 12 x 10 RectFbg st13 st2A PeakAVF 127 52 0.261 760 8.6 6 x 4 RectFbg st2 st2 PeakAVF 293 160 0.261 879 8.6 6 x 8 RectFbg st13C PeakAVF 278 223 0.078 835 14.1 8 x 6 RectFbg st13B -f�- wrightsoft ,....,....,.,...E,. �, Right-Suite®Universal 201818.0.31 RSU25375 ACCA...\EverettPlan\WorkingDrawings\EverettRan.rup Calc=MJ8 FrontDoorfaces: E 2018 -Dec -1408:1249 Page 2 Return Branch Detail Table - Name Grille Size (in) Htg (Cfm) Cig (Cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mat Trunk rb3 Ox 0 578 527 237.5 0.080 520 12.4 8x 20 PeakAVF RtFg rt5 rb1 Ox 0 58 54 245.2 0.078 426 5.0 Ox 0 766 RdFg rt5A rb6 Ox 0 324 188 152.5 0.232 486 9.3 8x 12 678 RtFg rt1 rb4 Ox 0 123 70 139.0 0.255 461 7.0 Ox 0 14 x 22 RdFg rt1A rb5 Ox 0 117 76 97.0 0.365 470 7.0 6x 6 RtFg rt1 rb2 Ox 0 296 184 188.5 0.188 376 12.0 Ox 0 VIFx rt5A - wrightsoft- 1�+� n .,,P.1-,I,.I..I.,„.,a-gym,., Right Suite® Universal 2018 18.0.31 RSU25375 . CCA ...\Everett Plan\Working Drawings\EverettPlan.rup Calc =MJ8 Front Door faces: E 2018 -Deo -14 08:12:49 Page 3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (Cfm) FR (fpm) (in) (in) Material Trunk rt5A PeakAVF 354 238 0.144 531 9.2 8 x 12 RectFbg rt5 rt5 PeakAVF 931 766 0.078 671 14.7 10 x 20 RectFbg rt1A rt1A PeakAVF 1054 836 0.078 678 15.7 14 x 16 RectFbg rt1 rt1 PeakAVF 1496 1100 0.078 699 15.7 14 x 22 RectFbg - wrightsoft- 1�+� n .,,P.1-,I,.I..I.,„.,a-gym,., Right Suite® Universal 2018 18.0.31 RSU25375 . CCA ...\Everett Plan\Working Drawings\EverettPlan.rup Calc =MJ8 Front Door faces: E 2018 -Deo -14 08:12:49 Page 3 Static Pressure and Friction Rate Job: Everett Plan 4'��CS Dace: Dec 14, sops 'Weare the missing piece' Entire House By: Jimmy Conlon ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 For: Everett Plan 4077 Everett St, Wheat Ridge, CO 80033 Supply 4W=35, 8AF=15, 8AF=15, 2B1=30, 12H1=20, 12H1=20, 2B1=30, 8E=10, 8E=10, 8E=10, 12H1=20, 1D=10: TotalE L=225 Return 60=10, 8AF=15, 8AF=15, 6C1=10, 6CA=10, 12H1=20, 6A1=10, 6AB=25, 6A1=10, 12H1=20,8E=1 0, 8E=10, USR1=40: TotalEL=205 wrightsoft- 2018 -Dec -14 08:12:50 „s,,,.,.;1.:.., .-11.11,.,,,.m,„,.,. Right Suite® Universal 2018 18.0.31 RSU25375 Page 1 ACC% ...\Everett Plan\Working Drawings\Everett Plan.rup Calc = MJ8 Front Door faces: E Heating Cooling (in H2O) (in H2O) External static pressure 0.90 0.90 Pressure losses Coil 0 0.35 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.05 0.05 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.76 0.41 Total• supply Return (ft) (ft) Measured length of run -out 16 14 Measured length of trunk 41 26 Equivalent length of fittings 225 205 Total length 282 245 Total effective length 527 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.144 OK 0.078 OK Return Ducts 0.144 OK 0.078 OK ! f ! • - ! I - ! i Supply 4W=35, 8AF=15, 8AF=15, 2B1=30, 12H1=20, 12H1=20, 2B1=30, 8E=10, 8E=10, 8E=10, 12H1=20, 1D=10: TotalE L=225 Return 60=10, 8AF=15, 8AF=15, 6C1=10, 6CA=10, 12H1=20, 6A1=10, 6AB=25, 6A1=10, 12H1=20,8E=1 0, 8E=10, USR1=40: TotalEL=205 wrightsoft- 2018 -Dec -14 08:12:50 „s,,,.,.;1.:.., .-11.11,.,,,.m,„,.,. Right Suite® Universal 2018 18.0.31 RSU25375 Page 1 ACC% ...\Everett Plan\Working Drawings\Everett Plan.rup Calc = MJ8 Front Door faces: E RE check Software Version 4.6.5 Compliance Certificate Project Everett Plan Energy Code: 2015 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,259 ft2 Glazing Area 26% Climate Zone: 5 (6158 HDD) Permit Date: 68 Permit Number: 15.0 Construction Site: 4077 Everett St Wheat Ridge, CO 80033 Owner/Agent: Everett Plan 4077 Everett St Wheat Ridge, CO 80033 Designer/Contractor: Jimmy Conlon ProCalcs, LLC P.O. Box 882032 Port Saint Lucie, FL 34988 772-882-5700 tom@procalcs.net Compliance: 0.2% Better Than Code Maximum UA: 554 Your UA: 553 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies North Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 1.0' Insulation depth: 10.0' East Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 8.0' Insulation depth: 10.0' South Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' West Basement Wall: Solid Concrete or Masonry Wall height: 10.0' Depth below grade: 1.0' Insulation depth: 10.0' North Wall: Wood Frame, 16" D.C. Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E 343 0.0 15.0 0.060 21 304 0.0 15.0 0.046 14 407 0.0 15.0 0.040 16 68 0.0 15.0 0.060 4 677 20.0 0.0 0.059 25 25 0.290 7 21 0.290 6 79 0.290 23 16 0.290 5 Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 1 ofll Plan\Finals\Current\Everett Plan.rck Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E 30 0.290 9 Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E 13 0.290 4 Window 7: Vinyl/Fiberglass Frame:Double Pane with Low -E 23 0.290 7 Window 8: Vinyl/Fiberglass Frame:Double Pane with Low -E 40 0.290 12 East Wall: Wood Frame, 16" o.c. 405 20.0 0.0 0.059 14 Window 9: Vinyl/Fiberglass Frame:Double Pane with Low -E 9 0.290 3 Window 10: Vinyl/Fiberglass Frame:Double Pane with Low -E 9 0.290 3 Window 11: Vinyl/Fiberglass Frame:Double Pane with Low -E 27 0.290 8 Window 12: Vinyl/Fiberglass Frame:Double Pane with Low -E 6 0.290 2 Window 13: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 14: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 15: Vinyl/Fiberglass Frame:Double Pane with Low -E 14 0.290 4 Window 16: Vinyl/Fiberglass Frame:Double Pane with Low -E 48 0.290 14 Window 17: Vinyl/Fiberglass Frame:Double Pane with Low -E 24 0.290 7 South Wall: Wood Frame, 16" o.c. 602 20.0 0.0 0.059 19 Window 18: Vinyl/Fiberglass Frame:Double Pane with Low -E 53 0.290 15 Window 19: Vinyl/Fiberglass Frame:Double Pane with Low -E 8 0.290 2 Window 20: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 21: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 22: Vinyl/Fiberglass Frame:Double Pane with Low -E 20 0.290 6 Window 23: Vinyl/Fiberglass Frame:Double Pane with Low -E 16 0.290 5 Window 24: Vinyl/Fiberglass Frame:Double Pane with Low -E 15 0.290 4 Window 25: Vinyl/Fiberglass Frame:Double Pane with Low -E 60 0.290 17 Window 26: Vinyl/Fiberglass Frame:Double Pane with Low -E 80 0.290 23 West Wall: Wood Frame, 16" o.c. 528 20.0 0.0 0.059 29 Window 27: Vinyl/Fiberglass Frame:Double Pane with Low -E 4 0.290 1 Window 28: Vinyl/Fiberglass Frame:Double Pane with Low -E 19 0.290 6 Window 29: Vinyl/Fiberglass Frame:Double Pane with Low -E 8 0.290 2 Garage Partition Wall: Wood Frame, 16" o.c. 528 20.0 0.0 0.059 30 Door 1: Solid 20 0.250 5 Ceiling 1: Flat Ceiling or Scissor Truss 1,711 50.0 0.0 0.026 44 Floor Above Ambient: All -Wood joist/Truss:Over Outside Air 36 38.0 0.0 0.026 1 Floor Above Garage: All -Wood J oi st/Truss: Over Unconditioned Space 605 38.0 0.0 0.026 16 Floor 3: Slab -On -Grade: Unheated 100 0.0 1.042 104 Insulation depth: 0.0' Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 2 of 11 Plan\Finals\Current\Everett Plan.rck Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Digitally signed by Thomas Platania CAC1815254 ProCalcs LLC Date: 2018.12.1412:01:24-05'00' Name - Title Signature Date Project Notes: Touchstone Development 731 S. Elizabeth St Denver, CO 80209 Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 3 ofll Plan\Finals\Current\Everett Plan.rck CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? i Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope. Thermal ❑Not Applicable envelope represented on construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1=)]2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 4 ofll Plan\Finals\Current\Everett Plan.rck Section # Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID i 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable []Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not 'table for values. _ ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value. Where interior R_ R ❑Does Not table for values. insulation is used, verification ❑Not Observable W' may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. .............. .._...__._............-- 303.2 ---._.._............... _.._........... .... .................................. --..................... _.......... _.... _..... : Conditioned basement wall _ __._..._.__W______................._............_...... .......... -.... ... -........._...._............_..... ❑Complies - .... ..... _.... _......... -- _....--.._.... Requirement will be met. [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable _.._...... _....... _........ _................--------- ...... _................ --........................ .._..--........................ -... ....... _ ❑Not Applicable 402.2.9 Conditioned basement wall ft ---­_.______.1___..._......_._. . ....... .......... ft ❑Complies .............. --............. .._.......... --.......... - .... — - See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ........ ... __..--..-_-....... ... ........ .__.....----........... _..... --..... --------............................. ._....._._.. ____ []Not Applicable 303.2.1 ,- A protective covering is installed _ _....._.........._....__.........._.._..__........_......__.....r._.._.._._.__.__.__._.._..._._._..._......_......-----....-----_.... ❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ... __...._...-_ ................. .... _... ----........ _... _.... -.._........... _................... _..._._..........-------- ❑Not Applicable 403.9 Snow- and ice-melting system ❑Complies Requirement will be met. [FO12]2 controls installed. ❑Does Not _. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: l l High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 5 of 11 Plan\Finals\Current\Everett Plan.rck Section # Framing / Rough-in Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable -' ❑Not Applicable 402.1.1, Glazing U-factor (area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). []Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA /WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and ❑Not Applicable return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable _ ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 4F are insulated to >_R- ❑Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 4035.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not _. ❑Not Observable:. ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 1 High Impact (Tier 1) 12 ;Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 6 ofll Plan\Finals\Current\Everett Plan.rck Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2)� Lo Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 7 of 11 Plan\Finals\Current\Everett Plan.rck Section # Insulation inspection J�fnserified Verified Value Field V Value Complies? I Comments/Assumptions & Recl.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]z or the installed R -values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable $: underside of the subfloor, or floor ❑Not Applicable framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R -value. If this is a ! R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 [IN3]1 wall insulation on the wall exterior, the exterior insulation ❑ Mass ❑ Mass ❑Not Observable requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 8 of 11 Plan\Finals\Current\Everett Plan.rck Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 ❑ Steel ❑ Steel ❑ Not Observable [Fl1]1 []Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of <=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ❑Not Applicable tests, verification may need to _ occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 []Does Not either: Rough-in test: Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 'Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to []Not Applicable ... _..._..--- code specifications. ----- ........... __.................. _...._......_._.._......._._...._._._.. _ . __ 403.1.2 Heat pump thermostat installed _ .._._......----..__......... _... ....... --.............. ❑Complies _.... .................. - ...... ---........... _._..--.._......... _.. Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ......_... .._....--- ------- _ ��__ ❑Not Applicable 403.5.1 Circulating service hot water _._. r` __...... --._..._..._... --- ❑Complies _.__...._._....--..__.........._..__.._.............__..._......_.....__._._. Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 IlLow Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 9 ofll Plan\Finals\Current\Everett Plan.rck Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? i j Comments/Assumptions & Req.ID ! 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable , 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one- or two -pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. (FI28]2 have a circulation pump. The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the ❑Not Applicable heat tracing to maintain the desired water temperature in the piping. _....._... - 403.5.2 __..._.. -- ... - ----- ..... ...... Water distribution systems that ._...... ---..... ... -..................... ❑Complies --------- -................ ...... _....... - ._..._.—_._ Requirement will be met. [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated ❑Not Applicable .water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls ,that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1001F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F[31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water -side ❑Not Observable pressure loss of drain water heat ❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75% of lamps in permanent ❑Complies Requirement will be met. [F16]1 fixtures or 75% of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low -voltage ❑Not Applicable lighting. 9 9• 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable L H gh Impact (Tier 1) 2 iMedium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 10 ofll Plan\Finals\Current\Everett Plan.rck Section{ Plans Verified ( Field Verified # j Final Inspection Provisions Value Value Complies? ; Comments/Assumptions & Req.iD . 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: Everett Plan Report date: 12/13/18 Data filename: C:\Users\jimmy\Dropbox\ProCalcs Projects\Touchstone Development\Everett Page 11 ofll Plan\Finals\Current\Everett Plan.rck I "Ilk -0 Above -Grade Wall 20.00 Below -Grade Wall 15.00 Floor 38.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.25 Heating System: Cooling System:. Water Heater: Name: Date: Comments 9W '3T *"Dmd WWW003 p•ypw° y m 0 s.6° `a6pl� s N W ££008 O0 leauM r. i-5�F a3 � IS IIaJan3 LLOV aavYYni d m Ueld jjaJ9n3 Yl i1Nn ONI4/BYN09 YilYNpl Yn/ UVI At LJi gg b �m i c7 O V NP O EE Bxe: U O o V i � •im gar �Rr x BxBt BxB Rr u+ �Ql 3 O : Q n �n m 0 i-5�F aavYYni Yl i1Nn ONI4/BYN09 YilYNpl Yn/ 0 i-5�F aavYYni \ ® 2[002 00'96PNIeeQ� ,f ■a�2. \\j)�\ IS #a 8Ag ZZO# !- 2J)|ƒ} Umd a @n] ;�, ® ` § ■ 7 \ , ! _ 22 § 7 \ y K = � d I � ;■; E/ ) a \ ;&! - � . I 2; I z LA r )§ §t) EEOOg OQ »B@tj!L QM IS a en] ZZO# �l�..Au umd gman] I;■ ! )§ n I;■ ! � f§i � ` k ■ Geotechnical Engineering Report Proposed Custom Home Subdivision of 4055 Everett Street Wheat Ridge, Colorado Prepared for: Stephanie Garcia 2050 Raleigh Street Denver, Colorado 80212 Prepared by: Cole Garner Geotechnical CGG Project No.: 18.22.251 November 19, 2018 RECLEIVED City of November 19, 2018 Stephanie Garcia 2050 Raleigh Street Denver, Colorado 80212 Re: Geotechnical Engineering Report Proposed Custom Home Subdivision of 4055 Everett Street Wheat Ridge, Colorado CGG Project No. 18.22.251 Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 303.996.2999 Geotelch Cole Garner Geotechnical (CGG) has completed a geotechnical engineering investigation for the proposed custom home to be constructed at the referenced site in Wheat Ridge, Colorado. This study was performed in general accordance with our proposal number P18.22.297, executed October 28, 2018. This geotechnical summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. Subsurface Conditions: The soils encountered at our boring location included sandy lean clay extending to a depth of about 18 feet below existing site grade. Fine to coarse sand was present underlying the clays. Sedimentary bedrock comprised of interbedded claystone and sandstone was present underlying the sands a depth of about 24 feet below existing site grade. The bedrock extended to the full depth of exploration. Groundwater was encountered at a depth of about 14 feet below existing site grade while drilling. When checked one day later, groundwater was measured at a depth of about 11-% feet below existing site grades. Other specific information regarding the subsurface conditions is shown on the attached Boring Log. • Expansive Soils: Expansive soils are present on this site. These expansive clay soils are capable of significant heave when subjected to normal increases in wetting such as site irrigation, changes in site grading, etc. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed, some movement and at least minor cracking in the structure should be anticipated. The severity of cracking and other cosmetic damage such as uneven floor slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive materials. Eliminating the risk of movement and cosmetic distress is generally not considered feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction, such as Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 the use of deep foundations and structurally supported floors. We would be pleased to discuss these construction alternatives with you upon request. • Foundations and Floor Slabs: In order to mitigate the expansive soils, we recommend subexcavation of the clay soils be performed until low expansive soils are encountered. Based on an anticipated excavation depth of about 6 feet, we estimate that the total depth of subexcavation may only be about 2 to 3 feet below the basement foundation. The entire excavation (including any upper levels), should be excavated to the same level. The geotechnical engineer will determine the final depth of the subexcavation based on observations of the soils exposed. The subexcavation should also extend at least 3 feet beyond the edges of the foundation. These on-site soils should be processed, moisture -conditioned and recompacted as a low -expansive engineered fill. Provided this process is properly performed, we believe that spread footings and a conventional slab -on -grade floor should provide acceptable performance for this structure. Movement associated with properly designed spread footings and floor slabs bearing on approved soils is expected to be within generally accepted tolerances. Detailed design and construction recommendations are provided in the report. • Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. Please do not hesitate to contact us if you have any questions concerning this report or any of our testing, inspection, design and consulting services. Sincerely, Cole Garner Geotechnical Glenn D. Ohlsen, P.E. Project Engineer Copies to: Addressee (1 PDF copy) N a-04- Andrew J. Ga ner, P.E. Principal, COO Cole Garner Geotechnical Page ii Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 TABLE OF CONTENTS Page No. Letterof Transmittal.............................................................................................................................. ii INTRODUCTION..................................................................................................................................... 1 PROJECTINFORMATION....................................................................................................................... 1 SITE EXPLORATION PROCEDURES......................................................................................................... 2 FieldExploration............................................................................................................................. 2 LaboratoryTesting.......................................................................................................................... 2 SITECONDITIONS.................................................................................................................................. 3 SUBSURFACECONDITIONS................................................................................................................... 3 Geology........................................................................................................................................... 3 Soiland Bedrock Conditions............................................................................................................ 4 Field and Laboratory Test Results................................................................................................... 4 GroundwaterConditions................................................................................................................. 4 ENGINEERING RECOMMENDATIONS.................................................................................................... 5 Geotechnical Considerations.......................................................................................................... 5 Earthwork........................................................................................................................................ 6 GeneralConsiderations............................................................................................................ 6 SitePreparation........................................................................................................................ 6 SubgradePreparation............................................................................................................... 6 Compaction Requirements.......................................................................................................7 Excavation and Trench Construction........................................................................................7 Foundation Design and Construction.............................................................................................. 8 LateralEarth Pressures................................................................................................................... 9 Seismic Considerations................................................................................................................. 10 Basement Construction................................................................................................................. 10 Floor Slab Design and Construction.............................................................................................. 11 Final Grading, Landscaping, and Surface Drainage....................................................................... 13 Additional Design and Construction Considerations..................................................................... 14 Exterior Slab Design and Construction................................................................................... 14 UndergroundUtility Systems.................................................................................................. 14 Concrete Corrosion Protection............................................................................................... 14 GENERALCOMMENTS......................................................................................................................... 15 APPENDIX A: BORING LOCATION DIAGRAM, BORING LOG APPENDIX B: LABORATORY TEST RESULTS APPENDIX C: GENERAL NOTES, TYPICAL PERIMETER DRAIN DETAIL Cole Garner Geotechnical Page iii Geotechnical Engineering and Materials Testing Cole Garner Geotechnical 1070 W. 124t" Ave, Ste. 300 Westminster, CO 80234 303.996.2999 GEOTECHNICAL ENGINEERING REPORT PROPOSED CUSTOM HOME SUBDIVISION OF 4055 EVERETT STREET WHEAT RIDGE, COLORADO CGG Project No. 18.22.251 November 19, 2018 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed custom home to be constructed at the referenced address in Wheat Ridge, Colorado. This report should be provided to the homeowner in accordance with State of Colorado disclosure laws. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • Subsurface soil and bedrock conditions • Groundwater conditions • Foundation design and construction • Below -grade building construction • Lateral earth pressures • Floor slab design and construction • Earthwork • Drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, our experience with similar subsurface conditions and structures, and our understanding of the proposed project. PROJECT INFORMATION The proposed project will consist of the construction of a custom home at the subject address. We understand that the existing lot will be subdivided into two lots, with the proposed home (and lot) to be located to the northeast of the existing residence, to be accessed from Field Drive. The proposed home will include one to two -stories of wood frame construction supported on a reinforced concrete foundation. Based on existing and proposed grading, we understand that the home will include a partially below grade building space that will "walk -out" towards the front of the home and will include Geotechnical Engineering Report Proposed Custom Home —Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 a living space area and attached garage. We assume the basement and garage floors may consist of a conventional concrete slab -on -grade. Although not provided, we assume structural loading will include maximum wall and column loads on the order of about of about 2 to 4 kips per linear foot, and 50 kips, respectively. If our understanding of the project, or assumptions above, is not accurate, or if you have additional useful information, please inform us as soon as possible. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included site reconnaissance by a field engineer, a subsurface exploration program, laboratory testing and engineering analysis. Field Exploration: We investigated the subsurface conditions on the site with one test boring, as shown on the Boring Location Diagram in Appendix A. Our boring was advanced with a truck -mounted drilling rig utilizing 4 -inch diameter, solid stem auger to a depth of about 35 feet below existing site grade. A lithologic log of the boring was recorded by our field personnel during the drilling operations. At selected intervals, samples of the subsurface materials were obtained by driving modified California barrel samplers. Penetration resistance measurements were obtained by driving the sample barrel into the subsurface materials with a 140 -pound automatic hammer falling 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the materials encountered. Groundwater measurements were made in the boring at the time of site exploration and again one day later. The boring was loosely backfilled with the auger cuttings upon completion of groundwater measurement. Laboratory Testing: Samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Bedrock was classified according to the General Notes for Rock Classification. At that time, an applicable laboratory -testing program was formulated to determine engineering properties of the subsurface materials. Following the completion of the laboratory testing, the field descriptions were confirmed or modified as necessary, and a Boring Log was prepared. This log is presented in Appendix A. Laboratory test results are presented in Appendix B. These results were used for the geotechnical engineering analyses and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable local or other accepted standards. Cole Garner Geotechnical Page 2 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 Selected soil and bedrock samples were tested for the following engineering properties: • Water content 0 Grain size • Dry density 0 Plasticity Index • Swell/Consolidation Water-soluble sulfates SITE CONDITIONS The site is located at 4055 Everett Street in Wheat Ridge, Colorado. An existing one-story residence is located on the south central portion of the lot. As discussed, we understand that the existing lot will be subdivided into two lots, with the proposed home (and lot) to be located to the northeast of the existing residence, as shown on the attached Boring Location Diagram in Appendix A. The lot is bounded by Everett Street to the east, Field Drive to the north, and residential development to the south and west. An existing dirt/gravel driveway was present through the lot. At the time of our field exploration, the ground surface was predominantly covered with a low to moderate growth of grass. Multiple mature trees were also present. The lot site was generally flat. Based on review of USGS topographic maps, the surrounding area has a slight downward slope to the north and west, toward Clear Creek. Based on review of Denver Regional Council of Governments (DRCOG) (1DRCOG, 2013) topographic maps of the area, the lot has a general downward slope to the north and east, with an estimated elevation drop of about 7 to 8 feet across the lot. However, as this mapping was generated utilizing LIDAR data, we have utilized it for general information purposes only. A site survev would need to be performed on the lot in order to provide for more accurate topographic information. SUBSURFACE CONDITIONS Geology: Surficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) ('Lindvall, 1979), consist of Colluvium of Holocene to Upper Pleistocene Age. These materials are described to include sandy silt and clay, varying with pebbles to cobbles in areas. Thickness of these materials is reported to generally be less than 5 feet. Bedrock mapped in the area consists of the Denver and Arapahoe Formations of Paleocene and Upper Cretaceous Age. These formations within the area have been reported to include interbedded claystone, sandstone, siltstone, shale, and conglomerate. The thickness of this unit(s) in the area has been reported to be on the order of 780 feet. 1 DRCCG, 2013, Contours Wheat Ridge 2013, Regional Data Catalog, Web access 11/16/2018. 2 Lindvall, R.M., 1979, Geologic Map of the Arvada Quadrangle, Adams, Denver, and Jefferson Counties, Colorado. USGS Map GQ - 1453. Cole Garner Geotechnical Page 3 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 Mapping completed by the Colorado Geological Survey (3 Hart, 1972) indicates the site is located in an area of "Low Swell Potential." This category generally includes low expansive soils; however, soils with higher swell may also be locally present. No other geologic hazards were identified. Seismic activity in the region is anticipated to be low. With proper site grading around proposed structures, erosional problems at the site should be reduced. Soil and Bedrock Conditions: The soils encountered at our boring location included sandy lean clay extending to a depth of about 18 feet below existing site grade. Fine to coarse sand was present underlying the clays. Sedimentary bedrock comprised of interbedded claystone and sandstone was present underlying the sands a depth of about 24 feet below existing site grade. The bedrock extended to the full depth of exploration. Other specific information regarding the subsurface conditions is shown on the attached Boring Log. Field and Laboratory Test Results: Field test results indicated that the clay soils ranged from medium stiff to very stiff in consistency, while the sand soils were loose in relative density. The clay soils are considered moderately plastic and exhibited low to moderate expansive potential at existing moisture contents. In general, the expansive clays appear to extend only to a depth of about 8 to 10 feet below existing site grade at our boring location. The underlying clay soils were relatively moist (to wet) and low expansive. The clay soils at or near the groundwater elevation are also comparatively softer. The sand soils are considered non -plastic and non -expansive. The claystone bedrock is considered moderately plastic and at least moderately expansive; however, is located at a depth that will not adversely affect the planned development. Testing of a select soil sample for the presence of water-soluble sulfates indicated a concentration of 600 parts per million (ppm). Groundwater Conditions: Groundwater was encountered at a depth of about 14 feet below existing site grade during drilling of our boring. When checked one day later, groundwater was measured at a depth of about 11-% feet below existing site grades. Based upon review of U.S. Geological Survey Maps (4 Hillier, et al, 1983), regional groundwater beneath the project area is expected to be encountered in alluvial deposits at depths generally ranging from 10 to 20 feet below the ground surface. The above groundwater observations are only representative of the locations explored at the time(s) of our exploration. Seasonal fluctuations in groundwater elevation beyond those indicated above should be expected, therefore, the possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. 3 Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, Colorado Geological Survey, Sheet 2 of 4. 4 Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area, Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. Cole Garner Geotechnical Page 4 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 ENGINEERING RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction as long as the recommendations included herein are incorporated into the design and construction aspects of the project. The geotechnical concerns with respect to the proposed development are outlined below. • Expansive Soils: Expansive soils are present on this site. These expansive clay soils are capable of significant heave when subjected to normal increases in wetting such as site irrigation, changes in site grading, etc. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed, some movement and at least minor cracking in the structure should be anticipated. The severity of cracking and other cosmetic damage such as uneven floor slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive materials. Eliminating the risk of movement and cosmetic distress is generally not considered feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction, such as the use of deep foundations and structurally supported floors. We would be pleased to discuss these construction alternatives with you upon request. • Foundations and Floor Slabs: In order to mitigate the expansive soils, we recommend subexcavation of the clay soils be performed until low expansive soils are encountered. Based on an anticipated excavation depth of about 6 feet, we estimate that the total depth of subexcavation may only be about 2 to 3 feet below the basement foundation. The entire excavation (including any upper levels), should be excavated to the same level. The geotechnical engineer will determine the final depth of the subexcavation based on observations of the soils exposed. The subexcavation should also extend at least 5 feet beyond the edges of the foundation. These on-site soils should be processed, moisture -conditioned and recompacted as a low -expansive engineered fill. Provided this process is properly performed, we believe that spread footings and a conventional slab -on -grade floor should provide acceptable performance for this structure. Movement associated with properly designed spread footings and floor slabs bearing on approved soils is expected to be within generally accepted tolerances. Detailed design and construction recommendations are provided in the report. Surface Drainage: The amount of movement associated with foundations, floor slabs, pavements, etc. will be related to the wetting of underlying supporting soils. Therefore, it is imperative the recommendations outlined in the "Grading and Drainage" section of this report be followed to reduce potential movement. Design and construction recommendations for the foundation system and other earth -connected phases of the project are outlined below. Cole Garner Geotechnical Page 5 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 Earthwork: • General Considerations: The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by CGG. The evaluation of earthwork should include observation and testing of engineered fills, subgrade preparation, foundation bearing soils and other geotechnical conditions exposed during the construction of the project. • Site Preparation: Strip and remove existing vegetation and other deleterious materials from proposed building and pavement areas. Existing trees, root balls and laterally oriented roots greater than about 1 -inch in diameter should be removed from below footing foundations. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. Stripped materials consisting of vegetation and organic materials should be wasted from the site or used to revegetate landscaped areas or exposed slopes after completion of grading operations. In order to mitigate the expansive soils, subexcavation below the building is recommended. We understand that the building floor for the walkout will be at an elevation of approximately 6 feet below existing site grade at our boring location. Based on this anticipated excavation depth, subexcavation will likely need to extend on the order of 2 to 3 feet below the basement foundations. The geotechnical engineer will determine the final depth of the subexcavation based on observations of the soils exposed. We recommend subexcavation also extend a minimum of 3 feet laterally beyond the outside footing edge. We should be contacted to observe soils exposed in excavations and make the final determination of subexcavation depth. Where low expansive soils are present, subexcavation below foundations may be limited, as determined by CGG. The on-site soils may be processed, moisture -conditioned and recompacted as engineered fill beneath the structure. The base of the subexcavation may be unstable, therefore, the contractor should use care in using large excavation equipment or excavating beyond the depth needed. We recommend close communication with our engineering staff regarding the subexcavation process to avoid exposing soft soils. The stability of the site subgrade may also be affected by precipitation, proximity to groundwater, repetitive construction traffic, or other factors. If unstable conditions are encountered or develop during construction, workability may be improved by scarifying and aeration. Overexcavation of wet zones and replacement with crushed rock or recycled concrete may also be necessary, and should be based on observations of exposed conditions by our firm. • Subgrade Preparation: The engineer should evaluate foundation subgrade soils in order to confirm or modify our recommendations for the bearing soils. Foundations should bear on approved undisturbed soils or engineered fill extending to these materials. All subgrade soils below new fill, Cole Garner Geotechnical Page 6 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Proiect No. 18.22.251 slab -on -grade floors, exterior PCC flatwork, and pavements should be scarified to a minimum depth of 12 inches, moisture conditioned and compacted as discussed below just prior to construction of these elements. • Compaction Requirements: Clean on-site soils or approved imported materials may be used as fill material. Engineered fill for site development, grading, and below foundations and floor slabs should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. It is imperative that moisture be added to the soils during compaction. Fill soils should be placed and compacted according to the following criteria: Item Description Fill Lift Thickness 8 to 12 inches or less in loose thickness Compaction Clayey soils: 95% of standard Proctor dry density (ASTM D698) Requirements Non -plastic sands: 95% of modified Proctor dry density (ASTM D 1557) Moisture Content Clayey soils: Optimum to 4% above optimum moisture content Non -plastic sands: 2% below to 3% above optimum moisture content We recommend engineered fill be tested for moisture content and compaction during placement on a nearly full-time basis during any mass grading or sub -excavation work. Should the results of the in- place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. The compacted soils should not be allowed to dry out prior to foundation/floor slab construction. • Excavation and Trench Construction: It is anticipated that excavations for the proposed construction can be accomplished with conventional, heavy-duty earthmoving equipment. The clays are expected to stand on relatively steep slopes; however, caving sand soils may also be encountered at the site. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as needed to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. As discussed, groundwater was encountered in our boring at a depth of about 11-% feet below existing site grade. If any excavations penetrate the groundwater, temporary dewatering may be required during excavation, earthwork and backfilling operations for proper construction. Pumping from sumps may be utilized to control water within the excavations. Care should be used as excavations approach property lines, roadways, and underground utility easements. Shoring of the sides of excavations may be required to project these features. Shoring should be designed by an engineer familiar with multiple systems and installed by a qualified contractor. As an alternative, excavations may be staged in order to limit the length of areas open at Cole Garner Geotechnical Page 7 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 any given time. We are available to discuss potential shoring methods and alternatives upon request. The soils to be penetrated by the proposed excavations may vary significantly across the site. The contractor should verify that similar conditions exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Foundation Design and Construction: Provided that mitigation of the expansive soils is performed as outlined above, we believe that spread footings should provide acceptable performance for the proposed structure with estimated movement within generally accepted tolerances (as outlined in the table below). If this amount of movement cannot be tolerated, we should be contacted to provide deep foundation recommendations. The following foundation design criteria may be used for the structural design of foundations: Criteria Design Value Bearing Conditions' Engineered fill extending to a minimum of 2 feet below lowest foundation element, as approved or modified by the geotechnical engineer Maximum net allowable bearing pressure 3,000 psf Minimum dead-load2 1,000 psf Void thickness, if required to help focus dead load' 4 inches Min. depth below grade, exterior wall footings4 36 inches Min. depth below grade, interior footings4 12 inches Estimated total foundation movement2 1 inch Estimated differential movement2 % to % inch 1. Footings should bear on the recommended zone of engineered fill. CGG should be contacted to provide compaction testing during fill placement. 2. In order to maintain the minimum dead load, the design bearing pressure above may be applies to dead loads plus one-half of design live load conditions. The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions. 3. In order to maintain the minimum dead load pressure, it may be necessary to design and construct a system of grade beams and isolated footing pads using void space beneath the grade beams between footing pads (if utilized). Footings should be proportioned to maintain a relatively consistent dead -load pressure in order to reduce differential settlement between adjacent footings. 4. Finished grade is the lowest adjacent grade for perimeter footings and floor level for interior footings. Cole Garner Geotechnical Page 8 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 Additional foundation movements could occur if excessive water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and durin construction. Failure to maintain proper surface drainage could result in excessive soil -related foundation movement. Footings and foundations should be reinforced as necessary to reduce the potential for distress caused by foundation movement. As discussed, foundation excavations and earthwork operations should be observed by CGG. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations may be required. Lateral Earth Pressures: Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction, wetting of backfill materials, and/or compaction and the strength of the materials being restrained. Loads that should be considered by the structural engineer on walls are shown below. Finished S Grade 1 H {ft) Pz Pf Active Pressure assumes movement At -Rest Pressure should be used where movement is restrained s s Z Active earth pressure is commonly used for design of freestanding cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall rotation. Walls with unbalanced backfill levels on opposite sides (i.e. basement walls) should be designed for earth pressures at least equal to those indicated in the following table. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. EARTH PRESSURE COEFFICIENTS Earth Coefficient for backfill Equivalent fluid Surcharge Earth pressure pressure type pressure, pcf pressure P1 P2, psf conditions psf Active (Ka) On-site clay soils - 0.38 45 (0.38)S (45)H At -Rest (Ko) On-site clay soils - 0.54 65 (0.54)S (65)H Passive (Kp) On-site clay soils — 2.1 250 --- --- Cole Garner Geotechnical Page 9 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 Conditions applicable to the above conditions include: • for active earth pressure, wall must rotate about base, with top lateral movements 0.01 Z to 0.02 Z, where Z is wall height • for passive earth pressure, wall must move horizontally to mobilize resistance • uniform surcharge, where S is surcharge pressure • in-situ soil backfill weight a maximum of 120 pcf • horizontal backfill, compacted to at least 95 percent of standard Proctor maximum dry density • loading from heavy compaction equipment not included • no groundwater acting on wall • no safety factor included • ignore passive pressure in frost zone Backfill placed against the structure should consist of on-site soils/bedrock processed to a soil -like consistency with a maximum size of about 4 to 6 inches. Backfill should be moisture conditioned to near optimum, placed in relatively thin lifts appropriate for the compaction equipment used. Backfill of shallow crawlspace walls and interior backfill should be compacted to at least 95 percent of standard Proctor dry density. Care should be used during the backfill process not to over -compact backfill and cause damage to basement walls, window wells, and other features. We typically recommend that exterior basement wall backfill should be compacted to at least 90 percent of standard Proctor dry density (ASTM D698). As such, some settlement of the backfill should be anticipated and should be repaired immediately to prevent ponding of water adjacent to foundations. We recommend a drainage system be installed at the foundation level to control the water level behind any basement/retaining walls. If this is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. These pressures do not include the influence of surcharge, equipment or floor loading, which should be added. Heavy equipment should not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. Seismic Considerations: Based on the subsurface conditions encountered at the site, we estimate that a Site Class D is appropriate for the site according to the 2015 International Building Code (Section 1613.3.2 referencing Table 20.3-1 of ASCE 7, Chapter 20). This parameter was estimated based on extrapolation of data beyond the deepest depth explored, using methods allowed by the code. Actual shear wave velocity testing/analysis and/or exploration to 100 feet was not performed. Basement Construction: As discussed, groundwater was measured at a depth of about 11-%: feet below existing site grade at our boring location. Based on the subsurface conditions encountered, we believe that groundwater will not limit basement construction at the planned depth on this lot. However, in our experience, perched groundwater will likely develop at the base of the foundation excavation as surface Cole Garner Geotechnical Page 10 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 water that infiltrates backfill soils around the foundation become "trapped" at the base of the basement excavation. Typically, installation of landscaping and irrigation systems will lead to perched groundwater development. Our experience indicates that if not controlled, this perched groundwater can become a nuisance for homeowners and possibly cause damage to infrastructure and residences. Maintaining proper surface drainage can help reduce the potential impacts of perched groundwater; however, prudent subsurface drainage systems can also be used to collect and divert perched groundwater. To reduce the potential for perched groundwater to impact foundation -bearing soils and enter the basement (or other below -grades areas), installation of a perimeter drainage system around the basement foundation is recommended. In our opinion, the drainage system should be constructed around the exterior perimeter of the basement foundation, sloped at a minimum of 1/8 inch per linear foot, and should direct perched water to a gravity outfall (if possible) and/or to a sump pit where accumulated water may be pumped outside of the basement, well away from the home. The drainage system should consist of a minimum 4 -inch diameter perforated or slotted pipe, embedded in free -draining gravel, placed in a trench at least 12 inches in width. The edge of the trench should be sloped at a 1:1 slope beginning at the bottom outside edge of the footing. The trench should not be cut vertically at the edge of the footing. The bottom of the trench should be sloped as directed toward the outfall of the drain system and lined with a polyethylene moisture barrier that is sealed to the foundation walls and extended to at least the edge of the backfill zone. Gravel should extend a minimum of about 2 to 3 inches beneath the bottom of the pipe and at least 6 inches above the pipe. The gravel should be covered with drainage fabric prior to placement of foundation backfill. A general construction detail of the recommended system is attached. Floor Slab Design and Construction: As discussed, the soils encountered on this lot exhibited low to moderate expansive potential. This testing was conducted in part to evaluate the risk of movement of conventional slab -on -grade floors. The Slab Performance Risk Categories as defined by the Colorado Association of Geotechnical Engineers (CAGE) are outlined below: Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0 to less than 3 0 to less than 2 Moderate 3 to less than 5 2 to less than 4 High 5 to less than 8 4 to less than 6 Very High 8 or more 6 or more Note: The representative percent swell values presented are not necessarily measured values; rather, they are a judgment of the swell of the soil and/or bedrock profile likely to influence slab performance. Cole Garner Geotechnical Page 11 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 According to CAGE recommendations, the use of a slab -on -grade floor system is generally considered acceptable (typical movements will be within generally acceptable tolerances) when bearing on soils or bedrock within the Low and Moderate Slab Performance Risk Categories. The soils encountered on this lot are in the Low to Moderate Slab Performance Risk Category; therefore, the use of slab -on -grade floors may be considered for the residence. However, even when bearing on low expansive soils, the owner must recognize the potential for movement and distress of slab -on -grade floors. Provided that mitigation of the expansive clay soils is performed below the building footprint (to include the below the floor slab), we believe there is low risk of post -construction floor slab movement. Typically, slab -on -grade floors will be subject to some movement, even when bearing on low expansive, properly compacted subgrade. We believe that total and differential floor slab movement could be on the order of 1 inch, when bearing on approved undisturbed soils or compacted fill. if this degree of movement cannot be accepted, the use of a structural floor system, supported independent of the subgrade soils, is recommended as a positive means of eliminating floor system movement. Slab -on -grade subgrade soils should be evaluated prior to foundation construction and all subgrade soils prepared as outlined in the "Earthwork" section of this report. For structural design of concrete slabs - on -grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or compacted soils at the site. Additional floor slab design and construction recommendations are as follows: • Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking. • A minimum 2 -inch void space should be constructed below non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. The thickness of the partition void should be checked periodically and adjusted as needed to maintain a void space. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. The use of a vapor retarder/barrier should be considered beneath concrete slabs on grade that will be covered with wood, tile, carpet or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use Cole Garner Geotechnical Page 12 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 for procedures and cautions regarding the use and placement of a vapor retarder/barrier. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in Section 302.1R of the ACI Design Manual, are recommended. Final Grading, Surface Drainage and Landscaping: All grades must be constructed to provide positive drainage away from structure(s) during construction, and it is imperative that grades be maintained throughout the life of the proposed building. Water permitted to pond near or adjacent to the perimeter of structure (either during or post -construction) can result in significantly higher soil movements than those discussed in this report. As a result, any estimations of potential movement described in this report cannot be relied upon if positive drainage is not constructed and maintained, and water is allowed to infiltrate the supporting subgrade. We typically recommend exposed ground around foundations be sloped at a minimum of 10 percent grade for at least 10 feet beyond the perimeter of the building, where possible. Flatter slopes may be appropriate in areas where site constraints require. The use of swales, chases and/or area drains may be required to facilitate drainage in unpaved areas around the perimeter of the building. In all cases, the grade should slope a minimum of 5 percent away from structures in accordance with the applicable building code. After building construction and prior to completion of landscaping, we recommend that verification of final grading be performed to document that positive drainage, as described above, has been achieved. A review of grading should also be performed after landscaping to assure grades have been maintained. Areas where foundation backfill has settled should be repaired immediately to prevent ponding of water adjacent to foundations. Based on our experience, roof drain downspouts tend to deliver large amounts of water near foundations. Downspouts should discharge on pavements or be extended away from the structure a minimum of 5 to 10 feet through the use of splash blocks or downspout extensions. Roof drains may also be designed to discharge to storm sewers by solid, rigid PVC pipe or daylighted to a detention pond or other appropriate outfall, however, a Civil Engineer should be consulted to design the system if this option is considered. We do not recommend discharging flow below the ground surface using flexible pipe, as pipe grades and pipe integrity are difficult to maintain using this product. Outfalls should be protected from damage, blockage, and small animals. Landscaped irrigation adjacent to foundations should be minimized or eliminated. Planters located adjacent to the structure should preferably be self-contained. Sprinkler mains and spray heads should be located a minimum of 5 feet away from the building line and outside the foundation backfill zone, if possible. Trees or other vegetation whose root systems have the ability to remove excessive moisture Cole Garner Geotechnical Page 13 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 from the subgrade and foundation soils should not be planted next to the structure. Trees and shrubbery should be kept away from the exterior edges of foundations, a distance at least equal to 1.5 times their expected mature height. Backfill against footings, exterior walls and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Additional Design and Construction Considerations: Exterior Slab Design and Construction: Flatwork and pavements will be subject to post construction movement due to backfill settlement and/or soil/frost heave. The amount of movement will be related to the compactive effort used when the fill soils are placed and future wetting of the subgrade soils. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potential for damage, we recommend: • exterior slabs in critical areas be supported on a zone of recompacted soils. • supporting of flatwork at building entrances and other critical areas on haunches attached by the building foundations. • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. • provision for adequate drainage in areas adjoining the slabs. • use of designs which allow vertical movement between the exterior slabs and adjoining structural elements. Underground Utility Systems: All underground piping within or near the proposed structure should be designed with flexible couplings, so minor deviations in alignment do not result in breakage or distress. Utility knockouts in foundation walls should be oversized to accommodate differential movements. It is strongly recommended that a representative of the geotechnical engineer provide full-time observation and compaction testing of trench backfill within building and pavement areas. Concrete Corrosion Protection: Testing of a select soil sample for the presence of water-soluble sulfates indicated a concentration of 600 parts per million (ppm). ACI rates the measured concentration as being a moderate risk of concrete sulfate attack. Therefore, ACI recommends the use of ASTM Type II Portland cement (or equivalent) for concrete on and below grade. Project concrete should be designed for moderate sulfate risk in accordance with the provisions of Section 318, Chapter 4, of the ACI Design Manual. Cole Garner Geotechnical Page 14 Geotechnical Engineering and Materials Testing Geotechnical Engineering Report Proposed Custom Home — Subdivision of 4055 Everett Street, Wheat Ridge, CO CGG Project No. 18.22.251 GENERAL COMMENTS CGG should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. CGG should also be retained to provide testing and observation during the excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the boring performed at the indicated location and from other information discussed in this report. This report does not reflect variations that may occur across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include, either specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes are planned in the nature, design, or location of the project as outlined in this report, the conclusions and recommendations contained in this report shall not be considered valid unless CGG reviews the changes, and either verifies or modifies the conclusions of this report in writing. Cole Garner Geotechnical Page 15 Geotechnical Engineering and Materials Testing APPENDIX A BORING LOCATION DIAGRAM BORING LOG �'A �w44 Cole Garner Geotechnical BORING NUMBER 1 1070 W. 124th Avenue, Suite 300 PAGE 1 OF 1 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Stephanie Garcia PROJECT NAME Proposed Custom Home PROJECT NUMBER 18.22.251 PROJECT LOCATION 4055 Everett Street - Wheat Ridge CO DATE STARTED 11/6/18 COMPLETED 11/6/18 GROUND SURFACE ELEV. Not Provided PROPOSED ELEV. Not Provided DRILLING CONTRACTOR Unlimited Access Drilling SURFACE CONDITIONS Low growth of grass DRILLING METHOD CME -55 / Solid Stem Auger GROUND WATER LEVELS: HAMMER TYPE Automatic DURING DRILLING 14.00 ft LOGGED BY TMC CHECKED BY AG AFTER DRILLING 11.50 ft - 11/7/18 U a� Q O MATERIAL DESCRIPTION F^ w� 0 0 J m U (n 7 W 0 W Q U) o } w W W [If z Q N � 3 0 z9 W a_ Wo DZ W 1- Oz 2O U r� z Q } d' J U)(9 w OQ� U= o _j U _j�< WD.J � � SANDY LEAN CLAY. light brown to brown, calcareous, dry to wet, medium stiff to very stiff 5 CL CB 100 24/12 14.4 113 +4.1/500 10 CL CB 100 13/12 19.5 106 +2.5/500 Q CL CB 100 9/12 24.4 101 -0.3/1000 15 18 FINE to COARSE SAND with SILT, light brown to brown, wet, loose 20 SP-SM CB 100 7/12 24 25 CLAYSTONE to SANDSTONE BEDROCK, interbedded, light brown to brown, olive -brown, grey, iron -stained, moist, weathered to very hard 35 CB 100 18/12 27.7 97 30 CB 100 50/9 26.0 35 - CB 100 50/1 23.0 Approbmate bottom of borehole at 35.0 feet. APPENDIX B LABORATORY TEST RESULTS Geotech Cole Garner Geotechnical SWELUCONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Stephanie Garcia PROJECT NAME Proposed Custom Home PROJECT NUMBER 18.22.251 PROJECT LOCATION 4055 Everett Street - Wheat Ridge CO 10 8 6 a 4 W ~ J U J f- w w U) 2 W N N O V o N N N 010 OJ Z O O N O Q CD C) J -2 b O w U) O a U z z -4 W z z w m co z w -6 U O U � -8 p m a rn w U U -10 1 LL 0.1 1 10 100 APPLIED PRESSURE, ksf 0 c� m a Cn D 0 w z z U) Note: Water Added to Sample at 500 psf. Date: 11/8/18 a J O z z 0 U BOREHOLE DEPTH Classification 'Yd MC% • 1 4.0 SANDY LEAN CLAY 113 14 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Stephanie Garcia PROJECT NAME Proposed Custom Home PROJECT NUMBER 18.22.251 PROJECT LOCATION 4055 Everett Street - Wheat Ridge CO 10 8 6 a W 4 w + W J O J H w W w U) 2 W 010 O � O N N N W z a0 N w Q cD p J -2 00 w oz Ir O a O z -4 W z w W m w -6 U O U J °' —8 a C0 w O U —10 0.1 1 10 100 W APPLIED PRESSURE, ksf 0 c� of a co n 0 BOREHOLE DEPTH Classification 'Yd MC% U) 9.0 SANDY LEAN CLAY 106 19 w J Z W Note: Water Added to Sample at 500 psf. Date: 11/8/18 a co co J W z Z U • 1 Cole Garner Geotechnical SWELL/CONSOLIDATION TEST 1070 W. 124th Avenue, Suite 300 Westminster, CO 80234 Telephone: 303.996.2999 CLIENT Stephanie Garcia PROJECT NAME Proposed Custom Home PROJECT NUMBER 18.22.251 PROJECT LOCATION 4055 Everett Street - Wheat Ridge CO 10 8 6 a 4 w it +^ ~ J U J H H W W Cl) 2 J 09 W O � o N N N N W z 00 N _ O Q 0 U -2 w° o z O a O z -4 w z z W U) W -6 U O O U J -8 a 66 w W U -10 0.1 1 10 100 APPLIED PRESSURE, ksf 0 of a J 0 w z z z Note: Water Added to Sample at 1000 psf. Date: 11/8/18 a 0 0 z 0 U BOREHOLE DEPTH Classification Ya MC% • 1 14.0 SANDY LEAN CLAY 101 24 cn U J o_ °•-° N LU42 E LU a J U � Lf. O0 a N N N a Q O � T-iclo) O ✓� >_ M W = U)C N 'y (n o M 00 0 N v r9 CO O d00 N , W LL L O o 0 o� Q o o o Z a O �, U) g co Q@ w a � z U U w w3 $ c o o 0),;::,0 0 0 O 0 Cl) U U mLO 0 a so _ o �� V CV M c cn + + 0 U CA M 00 v N (D O O O N N V In V ti 0 Cl N N CO N M N Y U O ry 0 Y W oW o Cl) v Z Z (D L m Y U m rn i >- Z C: NMN 0 co O Q Q a� eo rn U U J U W m o > (QOcj ZZ W W O= U o W QZ LLl QZ LLl Q� J Z Z i J J J Uf- �� _C o Ur Q m N 0 Z 0 Z 0 Z 0 Z 0 Z g ��NN `° U)U)U)U)u U ooN� c� W m CL p V N N M law Am N 2 nm~ Z W N � w I d`J 1ddd1J llddd/\d 59U9 t96 66 8N8 W6 UdU Sl'Jdl Udd\1NIU\Ad I1N=JH\S1Nd WI IJUU\'JI IHI Id\Sd9Sfl\J - 1991 8f/9Ul l - lOJ 9Vl Sfl OlS 1NID - A8VWWf1S 8Vl APPENDIX C GENERAL NOTES TYPICAL PERIMETER DRAIN DETAIL Geotech GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1%" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube — 2.5" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger CB: California Barrel - 1.92" I.D., 2.5" O.D., unless otherwise noted RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or "N -value". For 2.5" O.D. California Barrel samplers (CB) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140 -pound hammer falling 30 inches, reported as "blows per inch," and is not considered equivalent to the "Standard Penetration" or "N -value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS (CB) L2 (CB) Blows/Ft. Blows/Ft. Consistency <3 0-2 Very Soft 3-5 3-4 Soft 6-10 5-8 Medium Stiff 11-18 9-15 Stiff 19-36 16-30 Very Stiff > 36 > 30 Hard COARSE-GRAINED SOILS BEDROCK L2 (SS) Relative (CB) (SS) 15-29 Blows/Ft. Blows/Ft. Density Blows/Ft. Blows/Ft. Consistency 0-5 <3 Very Loose < 24 < 20 Weathered 6-14 4-9 Loose 24-35 20-29 Firm 15-46 10-29 Medium Dense 36-60 30-49 Medium Hard 47-79 30-50 Dense 61-96 50-79 Hard > 79 > 50 Very Dense > 96 > 79 Very Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Terms of Percent of Other Constituents Dry Weight GRAIN SIZE TERMINOLOGY Major Component of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15-29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Terms of Percent of Other Constituents Dry Weight Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Soil Classification Group `fie `tee Symbol Group Name' Coarse Grained Soils Gravels Clean Gravels Cu a 4 and 1 s Cc 5 3' GW Well graded gravel` More than 50% retained More than 50% of coarse fraction retained on Less than 5% fines° Cu < 4 and/or 1 > Cc > 3' GP Poorly graded gravel' on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravel','-" then PI=0.9 (LL -8) than 12% fines` Fines classify as CL or CH GC Clayey gravel'" Sands Clean Sands Cu a 6 and 1 s Ccs 3' SW Well graded sand' 50% or more of coarse Less than 5% fines° Cu < 6 and/or 1 > Cc > 3E SP Poorly graded sand' G fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sande",' MH or More than 12% fines° Fines classify as CL or CH SC Clayey sande"' Fine -Grained Soils Silts and Clays Inorganic PI > 7 and plots on or above "A" line' CL Lean clayKL M 50% or more passes the Liquid limit less than 50 PI < 4 or plots below "A" line' ML Si]tK,L,M No. 200 sieve Organic Liquid limit - oven Organic clayK,L,M,N dried < 0.75 OL Liquid limit - not Organic silt1L1° dried Silts and Clays Inorganic PI plots on or above "A" line CH Fat clayKLM Liquid limit 50 or more PI plots below "A" line MH Elastic siltK,L,M Organic Liquid limit - oven dried Organic clayK,L,M,P < 0.75 OH Liquid limit - not dried Organic silt'`M,' Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3 -in. (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW -GM well graded gravel with silt, GW -GC well graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW -SM well graded sand with silt, SW -SC well graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay z ECU = Dso/D10 Cc= 1330 Dto x No F If soil contains a 15% sand, add "with sand" to group name. oif fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. 60 50 IL X 40 D Z 30 U Q 20 a_ 10 7 4 0 0 "If fines are organic, add "with organic fines" to group name. ' If soil contains a 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains a 30% plus No. 200 predominantly sand, add "sandy" to group name. ""If soil contains a 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI a 4 and plots on or above "A" line. oPl < 4 or plots below "A" line. P PI plots on or above "A" line. oPl plots below "A" line. For classification of fine-grained ' soils and fine-grained fraction of coarse-grained soils Equation of "A" - line `fie `tee Horizontal at PI=4 to LL=25.5. then P1=0.73 (LL -20) ' G� Equation of "U" - line Vertical at LL=16 to PI=7, then PI=0.9 (LL -8) G MH or OH L- L ML or OL 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro -crystalline or cyrptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(CO3)21. May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO3). May contain noncarbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCL). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. ROCK CLASSIFICATION (Based on ASTM C-294) Metamorphic Rocks Metamorphic rocks form from igneous, sedimentary, or pre-existing metamorphic rocks in response to changes in chemical and physical conditions occurring within the earth's crust after formation of the original rock. The changes may be textural, structural, or mineralogic and may be accompanied by changes in chemical composition. The rocks are dense and may be massive but are more frequently foliated (laminated or layered) and tend to break into platy particles. The mineral composition is very variable depending in part on the degree of metamorphism and in part on the composition of the original rock. Marble A recrystallized medium- to coarse-grained carbonate rock composed of calcite or dolomite, or calcite and dolomite. The original impurities are present in the form of new minerals, such as micas, amphiboles, pyroxenes, and graphite. Metaquartzite A granular rock consisting essentially of recrystallized quartz. Its strength and resistance to weathering derive from the interlocking of the quartz grains. Slate A fine-grained metamorphic rock that is distinctly laminated and tends to split into thin parallel layers. The mineral composition usually cannot be determined with the unaided eye. Schist A highly layered rock tending to split into nearly parallel planes (schistose) in which the grain is coarse enough to permit identification of the principal minerals. Schists are subdivided into varieties on the basis of the most prominent mineral present in addition to quartz or to quartz and feldspars; for instance, mica schist. Greenschist is a green schistose rock whose color is due to abundance of one or more of the green minerals, chlorite or amphibole, and is commonly derived from altered volcanic rock. Gneiss One of the most common metamorphic rocks, usually formed from igneous or sedimentary rocks by a higher degree of metamorphism than the schists. It is characterized by a layered or foliated structure resulting from approximately parallel lenses and bands of platy minerals, usually micas or prisms, usually amphiboles, and of granular minerals, usually quartz and feldspars. All intermediate varieties between gneiss and schist and between gneiss and granite are often found in the same areas in which well-defined gneisses occur. ROCK CLASSIFICATION (Based on ASTM C-294) Igneous Rocks Igneous rocks are formed by cooling from a molten rock mass (magma). Igneous rocks are divided into two classes (1) plutonic, or intrusive, that have cooled slowly within the earth; and (2) volcanic, or extrusive, that formed from quickly cooled lavas. Plutonic rocks have grain sizes greater than approximately 1 mm, and are classified as coarse- or medium -grained. Volcanic rocks have grain sizes less than approximately 1 mm, and are classified as fine-grained. Volcanic rocks frequently contain glass. Both plutonic and volcanic rocks may consist of porphyries that are characterized by the presence of large mineral grains in a fine-grained or glassy groundmass. This is the result of sharp changes in rate of cooling or other physico-chemical conditions during solidification of the melt. Granite Granite is a medium- to coarse-grained light-colored rock characterized by the presence of potassium feldspar with lesser amounts of plagioclase feldspars and quartz. The characteristic potassium feldspars are othoclase or microcline, or both; the common plagioclase feldspars are albite and oligoclase. Feldspars are more abundant than quartz. Dark -colored mica (biotite) is usually present, and light-colored mica (muscovite) is frequently present. Other dark -colored ferromagnesian minerals, especially honblende, may be present in amounts less than those of the light-colored constituents. Quartz-Monzonite Rocks similar to granite but contain more plagioclase feldspar than potassium and Grano -Diorite feldspar. Basalt Fine-grained extrusive equivalent of gabbro and diabase. When basalt contains natural glass, the glass is generally lower in silica content than that of the lighter - colored extrusive rocks. LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundation Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R -Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulfate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil Index Property Soil mass. Behavior REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil The recommended maximum contact stress developed at the interface of the foundation Bearing Capacity element and the supporting material. Alluvium Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. Aggregate Base A layer of specified material placed on a subgrade or subbase usually beneath slabs or Course pavements. Backfill A specified material placed and compacted in a confined area. Bedrock A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. Bench A horizontal surface in a sloped deposit. Caisson (Drilled A concrete foundation element cast in a circular excavation which may have an enlarged Pier or Shaft) base. Sometimes referred to as a cast -in-place pier or drilled shaft. Coefficient of A constant proportionality factor relating normal stress and the corresponding shear stress Friction at which sliding starts between the two surfaces. Colluvium Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. Compaction The densification of a soil by means of mechanical manipulation Concrete Slab -on- A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used Grade as a floor system. Differential Unequal settlement or heave between, or within foundation elements of structure. Movement Earth Pressure The pressure exerted by soil on any boundary such as a foundation wall. ESAL Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Engineered Fill Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. Equivalent Fluid A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Existing Fill (or Materials deposited throughout the action of man prior to exploration of the site. Man -Made Fill) Existing Grade The ground surface at the time of field exploration. REPORT TERMINOLOGY (Based on ASTM D653) Expansive The potential of a soil to expand (increase in volume) due to absorption of moisture. Potential Finished Grade The final grade created as a part of the project. Footing A portion of the foundation of a structure that transmits loads directly to the soil. Foundation The lower part of a structure that transmits the loads to the soil or bedrock. Frost Depth The depth at which the ground becomes frozen during the winter season. Grade Beam A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Groundwater Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Heave Upward movement. Lithologic The characteristics which describe the composition and texture of soil and rock by observation. Native Grade The naturally occurring ground surface. Native Soil Naturally occurring on-site soil, sometimes referred to as natural soil. Optimum Moisture The water content at which a soil can be compacted to a maximum dry unit weight by a Content given compactive effort. Perched Water Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuous stratum. Scarify To mechanically loosen soil or break down existing soil structure. Settlement Downward movement. Skin Friction (Side The frictional resistance developed between soil and an element of the structure such as a Shear) drilled pier. Soil (Earth) Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which may or may not contain organic matter. Strain The change in length per unit of length in a given direction. Stress The force per unit area acting within a soil mass. Strip To remove from present location. Subbase A layer of specified material in a pavement system between the subgrade and base course. Subgrade The soil prepared and compacted to support a structure, slab or pavement system. \ ! § / �o 2 q �\\ J>0 < a E / f \ ■ c $ f $ 20VR 2 / \ \ � L 0a � z O z � k J L / 0 LU LLLL �LU V) 0 0 z � 3 ; % i z \ ( w< § \ /^ LU e2 ( CO/ �Lu zLU c� I \§ _ co R U. =§ \ =--- ~ \z §\ } ° L LU F- i / / \\() \ \ } \ U) 9§ § f. - \ 2F / §w \[ § @ G} LLJ �W b�\§ $o �k (/ \� \k8» 2% § §LL Gƒ z0. ]) MGRS /L, « U. 00 =/ /= )k /0 R« (b \/§a z$ ■2 eE D < /G ® 22 §§ >0 §§§) -CL 0 2ƒ <_ <e 2/ y C) 0.} w) zo zFi ■§Z( _» ƒ \� z z0 )kk) /§ §J az aw§ »^ z §)& o »< »mc < \\ o w w w 4 a a \ ! § / �o 2 q �\\ J>0 < a E / f \ ■ c $ f $ 20VR 2 / \ \ � L 0a � z O z � k J L / 0 LU LLLL �LU V) 0 0 z � z ; % i z \ ( /^ LU e2 )\ �Lu zLU c� _ 50 LU /^§5 =--- §\ LLI C\ \\() 9§ ® CLF- >B §)SM \ ! § / �o 2 q �\\ J>0 < a E / f \ ■ c $ f $ 20VR 2 / \ \ � L 0a � z O z � k J L / 0 LU LLLL �LU V) 0 0 z City of Wheat jidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 November 21, 2018 OFFICIAL ADDRESS CHANGE/NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 4100 Field Drive (Lot 1) and 4077 Everett Street (Lot 2) CURRENT ADDRESS: 4055 Everett Street • Garcia Subdivision, Lots 1 and 2, Section 22, Parcel #: not yet assigned due to Garcia Subdivision just being recorded, Reception #: 2018102475 NOTES AUTH This is a courtesy tificatio . ORIZED BY: TDATE: / Z DISTRIBUTION: 1. Property Owner 2. AddressingL ieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to erlinda j.martinezAusps.gov and jason.g.eddleman(a-)usps.gov and arlene.a.vickreynusps.gov and sheena.l.abeyta@,usps.gov 6. Xcel Energy, sandra.cardenas(&xcelenerg 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Wheat Ridge Water District 10. Wheat Ridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.d.wheatridge.co.us DATE: Vicinity Map LAMA musnm �. ou"A OR"mOF *a" CRN Oi MINT Mo. CPU"" a!!Flr74. sum OF 00I0Nn00 a,wa. lwr :av�ew s 1af M"a1r4 i♦1� PLAN MW 5,4w7 w t N