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3211 Quail Street
Energy Code Inspection Checklist Property Organization HERS ��� o62v62 Green Your Home C7/firmed 3211Quai 3211 Quail St 720-628File Denver, CO Colleen File Gerald Rater IF Raterlo:000 1739 tz ReglsVylo: Green Your Home wam62:o6tv02 mu AP, CO Worker 3211 Quail sc Workshop 002702 3211 Quail St 181ECC FInal.big oat __-- CilY of 3ttENi"" Building Information Com Conditioned Area (sq ft) 3769 APPROVED Conditioned Volume (cubic ft) 50401 Insulated Shell Area (sq ft) 10781 ReviewaOfer Coee Compliance BRANDON F 01/21/2021 The building assemblies and the energy features listed belowhave been mods utilizing the Simulated performance path. At times the energy features Oster Pians Examiner Date Input In the analysis. Green Your Home's field Inspection process well ldentlfi waenu�n: meu�w.a a/ognmmW �*�INe+sprlUm+r meet the Intent of the IECC. Reports and certificates wall be fumlShed befor oe,, y0 o, m o es i WmoevWWcap art Micron 1 FCC. wW qmr orowwr, gm.axdm9 n+oe a,ge4 Cary Waia e. n om pre+umry b p'rt oNlq'Iryb Wp'MWttMel fmpoxYay dAVa/W Wy Ceilings Web W emW o.awlmau.rM,mu.A�mwaa [ ] 1. Vaulted: R-38 Vault (2036 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Cathedrallzed Insulation Grade: I II III Face/ Inset Comments/ Location [ ] 2. Vaulted: R-38 Vault (437 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Flat Insulation Grade: I II III Face/ Inset Comm ents/too tion Above -Grade Walls [ ] 1. Wall: R-30 ALL 16od (3597 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name:AGW Insulation Grade: 1 II III Face/Inset Comm ents/too tion [ ] 2. Wall: R-30 ALL 16od (319 s.f.), Between conditioned space and garage R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: Garage Wall @Mud Insulation Grade: 1 II III Face/Inset Comm ents/too tion Windows and Skylights Wlndowto- Wall Area Ratio 0.20 REMmate - Residential Energy Malysis and Rating Software 06.0.4 This Information does not constitute anymarramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Nome Confirmed 3211 Quail St 720-628-7290 12/31/2020 Denver, CO Colleen File Gerald Rater 18: 0001739 [ ] 3. Window. 0.32, 0.30 (41 s.f., South), U -Value: 0.320, SHGG 0.300 Registry ID: Weather:Denver Intl AP, Co Builder 3211 Quail St Workshop Denver 3211 Quail St 18IECC Flnal.blg Comments/ Location Date: 1/19/2021 Windows and Skylights Window. 0.32, 0.30 (44 s.f., West), U Value: 0.320, SHGG 0.300 [ ] 1. Window. 0.32, 0.30 (20 s.f., South), U -Value: 0.320, SHGG 0.300 For vdndows,Mttors labeled U -factors, describe features: Name :J5040 Orientation: South Comments/ Location Window. 0.32, 0.30 (44 s.f., North), U -Value: 0.320, SHGG 0.300 ��� lM Green Your Home [ ] 2. Window. 0.32, 0.30 (72 s.f., East), U -Value: 0.320, SHGG 0.300 For vdndows,Mttors labeled U -factors, describe features: Name :A4680 (2) Orientation: East Comments/ Location [ ] 3. Window. 0.32, 0.30 (41 s.f., South), U -Value: 0.320, SHGG 0.300 Forvdndows,Mttors labeled U -factors, describe features: Name: B 2656 (3) Orientation: South Comments/ Location [ ] 4. Window. 0.32, 0.30 (44 s.f., West), U Value: 0.320, SHGG 0.300 For vdndows,Mttors labeled U -factors, describe features: Name: C5680 Orientation: West Comments/ Location [ ] 5. Window. 0.32, 0.30 (44 s.f., North), U -Value: 0.320, SHGG 0.300 For vdndows,Mttors labeled U -factors, describe features: Name: C5680 Orientation: North Comments/ Location [ ] 6. Window. 0.32, 0.30 (24 s.f., South), U -Value: 0.320, SHGG 0.300 /�y� Cft or For vdndows,Mttors labeled U- factors, describe features: Name: D 3080 Orientation: South Comments/ Location Wheat Ridge Building Divison REWRate -Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Benner Green Your Home Confirmed 3211 r, G S[ 2lleen0 628 290 4/312020 Denver, CO Colleen File Gerald Rater IF 0001739 Registry, ID: Green Your Home 3211QuWeatheit St rinnna, co Worker 3211 Quail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Bale: 1/192021 Windows and Skylights [ ] J. Window. 0.32, 0.30 (14 b.f., South), U -Value: 0.320, SHGC: 0.300 ForBendowb Bettors labeled U -factors, describe features: Name: E7020 Orientation: South Comments/ Location [ ] 8. Window. 0.32, 0.30 (41 b.f., West), U Value: 0.320, SHGC: 0.300 ForBendowb Bettors labeled U -factors, describe features: Name: B 2656 (3) Orientation: West Comments/ Location [ ] 9. Window. 0.32, 0.30 (88 b.f., East), U -Value: 0.320, SHGC: 0.300 ForBendowb Bettors labeled U -factors, describe features: Name: F4666 (3) Orientation: East Comments/ Location [ ] 10. Window. 0.32, 0.30 (88 b.f., West), UValue: 0.320, SHGC: 0.300 ForBendowb Bettors labeled U -factors, describe features: Name: F4666 (3) Orientation: West Comments/ Location [ ] 11. Window. 0.32, 0.30 (29 b.f., West), UValue: 0.320, SHGC: 0.300 ForBendowb Bettors labeled U -factors, describe features: Name: F4666 Orientation: West Comments/ Location [ ] 12. 2, North), U 0.320, SH6G Window. 0.32, 0.30 (29 bele, North), 0.301 s,Value: fea Fondow. 0.3 ttors0.30labeled slue: features: Name: F4666 Orientation: North Comments/ Location w Wheat Ridge REWRate -Residential EnergyMalysis and Rating This Information does not constitute any Warranty of er fir/ 0 1985-2020 NORESCC, Boulder, Color_- _ s ,,, 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Benner Green Your Home Confirmed 3211 r, G S[ 2lleen0 628 290 4/312020 Denver, CO Colleen File Gerald Rater IF 0001739 tz Registry, ID: Green Your Home 3211WeaQuail St rtuu AP, co Worker 3211 Quail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Bale: 1/192021 Windows and Skylights [ ] 13. Window. 0.32, 0.30 (16 s.f., West), U Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name:1 2666 Orientation: West Comments/ Location [ ] 14. Window. 0.32, 0.30 (23 s.f., South), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: 62646 (2) Orientation: South Comments/ Location [ ] 15. Window. 0.32, 0.30 (16 s.f., South), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: H4020 (2) Orientation: South Comments/ Location [ ] 16. Window. 0.32, 0.30 (8 s.f., North), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: H4020 Orientation: North Comments/Location [ ] 17. Window. 0.32, 0.30 (34 s.f., East), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name :62646 (3) Orientation: East Comments/ Location [ ] 18. Window. 0.32, 0.30 (34 s.f., West), UValue: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: 62646 (3) Orientation: West Comments/ Location Wheat Ridge REWRate - Residential Energy Analysis and Rating Soft This Information does not constitute any Warranty of energy 0 1985-2020 NORESCC, Boulder, Colorado. Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Denver Green Your Rome Confirmed Den Quail St 2lleen0 628 290 12/31/2020 F00 Denver, CO Colleen File Gerald Rater 12:0001J39 tz Registry ID: Green Your Home 3211WeaQuail St rmu AP, co Worker 3211 Quail Sc Workshop Denver 3211 Quail St 181ECC FlnaLblg Date: 1/192021 Windows and Skylights [ ] 19. Window. 0.65, 0.60 OLD (108 s.f., West), U -Value: 0.650, SHGC:0.600 Forvdndows without labeled U -factors, describe features: Name: 100B 13.5X8 OLD Orientation: West Comments/ Location Doors [] 1. Door: Therma-Tru (24 s.f.), R- Value 3.J Comments/ Location [] 2. Door: Therma-Tru (24 s.f.), R- Value 3.J Comments/ Location [] 3. Door: Therma-Tru (80 s.f.), R- Value 3.7 Comments/ Location [ ] 4. Door: Fiberglass R-7.14 (18 s.f.), R- Value 7.1 Comments/ Location Frame Floors [] 1. Floor: R-09 (176 s.f.), Between conditioned space and ambient conditions R 0.0 continuous Insulation, R 49.0 cavity Insulation. Name: Cantilevers Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Floor: Unlnsalated(390s.f.), Between conditioned space and another(adiabatic) R 0.0 continuous Insulation, R 0.0 cavity Insulation. Name: CraW Ceiling Insulation Grade: 1 II III Face/ Inset Comments/ Location 4 REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Nome Confirmed 3211 Quail St 720-628-7290 12/31/2020 Denver, CO Colleen File Gerald Rater 18: 0001739 Registry ID: Weather:Denver Intl AP, Co Builder 3211 Quail St Workshop Denver 3211 Quail St 181ECC Flnal.blg Date: 1/19/2021 Slab Floors [] 1. Slab: Unlnsalated(1466 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: Bsmt Floor Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Slab: Unlnsalated(390 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: Crawl Floor Insulation Grade: 1 II III Face/Inset Comments/ Location [] 3. Slab: Unlnsalated(24 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: EntryFloor Insulation Grade: 1 II III Face/ Inset Comments/ Location ��� lM Green Your Home Foundation Walls [] 1. Wall: R-132x4x24(767s.f.), Between conditioned space and ambient/ground R0.5 interior continuous Insulation, R- 13.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Fin Bsmt Walls Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Wall: R-132x4x24(126s.f.), Between conditioned space and garage/ground R0.5 interior continuous Insulation, R- 13.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Fin Bsmt @Garage Insulation Grade: 1 II III Face/Inset Comments/ Location [] 3. Wall: R-11Draped, Full (723s.f.), Between conditioned space and ambient/ground R- 11.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: UnfFln Bsmt Walls Insulation Grade: 1 II III Face/ Inset Comments/ Location 9 REM/Rate- Residential EnergyMalysis and Rating Software v1 6.0.4 This Information does not constitute any warramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist ��� Property Ortinization HERS Workshop Denver Green Your Home Confirmed 3211 Quail St 720 628Colleen File 12/312020 Denver, CO Colleen File Gerald Rater 18:0001739 tz Registry ID: Green Your Home wamer:il St St mu AD, co Worker 3211 Quail Workshop Denver 3211 Quail St 181ECC FlnaLblg Bate: 1/192021 Foundation Walls [] 4. Wall: R-19Draped, Full (198s.f.), Between conditioned crawl space and ambient/ground R- 19.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Rawl Insulation Grade: 1 II III Face/ Inset Comments/ Location [ ] 5. Wall: R-19 Draped, Full (93 s.f.), Between conditioned crawl space and garage/ground R- 19.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Rawl @ Garage Insulation Grade: 1 II III Face/ Inset Comments/ Location Rim and Band Joists [] 1. Joist BsmUoaW Rims (177 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: BsmUQaW Rims Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Joist BsmUoaW Rims Gar (38s.f.), Between conditioned space and garage R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: BsmUQaW Rims Gar Insulation Grade: 1 II III Face/ Inset Comments/ Location [ ] 3. Joist ist/2nd Band (215 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: ist/2nd Band Insulation Grade: 1 II III Face/ Inset Comments/ Location Mechanical Equipment [] 1. Hating:Fuel -fired air distribution, Natural gas, 95.0 PFUE. Make and Model Number [] 2. Water Heating: Instant water hater, Natural gas, 0.97 EF, 0.0 Gal. Make and Model Number �q 4 Rinformationd es notonergyMalysisW randy of energy are costs rsavi This information doeinotmnstituteany , warranty Colorado. costs or savings. X � 0 1985-2020 NOR SGC, Boulder, Colorado. . 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Denver Green Your Home Confirmed 3211 Quail S[ 2lleen 290 4/312020 Denver, CO Colleen File Gerald Rater 12:0001J39 wean il StScver mu AP, co Worker Registry ID: Green Your Home 3211 Quail Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date: 1/192021 Mechanical Equipment [ ] 3. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number Mechanical Ventilation System [] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 90 cfm, 24.0 firs/day, 12.0 watts. System description (make) Air Leakage Control ] Blower Door Test at Final [] House is air sealed so as to achieve 1960.00 CFM50 orless at final blower door test. (Max CFM50 is: 1960) [] Visual Inspection at rough formandatory code air barrier and Insulation features. Infiltration Requirements for IECC 2009 I ECC Infiltration limit for the design home Is J ACH50. 20121 ECC Infiltration limit for the design home Is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home Is 3 ACH50. Duct Leakage (if not exempt from testing) [] Duct System 1 Leakage to Outside and Total Duct Leakage [] Duct System 1 Total Duct Leakage is specified In REM/Rate at0.040 CFM25/CFA [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [] Duct System 2Total Duct Leakage is specified In REM/Rate at0.040 CFM25/CFA Duct Leakage Code Requirements for IECC 20091ECC: Postconstructlon LeakageTest Duct Leakage to Outdoors c 8 CFM25 / 100 sq IT CFA. Rough In Testwlth AFU: Total Duct Leakage c 6 CFM25 / 100 sq IT CFA. Rough In Testwlthout AHU: Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. REWRate - Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any waramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 321Wor1Quai 262262 Green Your Home 12/a�O2 Den Quail S[ 2lleen0 628 290 12/31/2020 D00 Denver, CO Colleen Fire Gerald Rater 12:0001J39 :26tn62 Intl AP, co Worker tz Registry ID: Green Your Home 3211WeaQuail uail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date: 1/192021 Duct Leakage Code Requirements for IECC 2012 IECC and Prescriptive Pam for 2015 2018 IECC: Postconstructlon Leakage Test Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. Rough In Test Beth ALU: Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. Rough In TestwlthoutALU: Total Duct Leakage c 3 CFM25 / 100 sq IT CFA. Notes 2015-2018 IECC Performance Pam (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 9 of 9 1418 IECC Building UA Compliance Shell UA Check Property Workshop Denver Organization Green Your Home HERS Confirmed 64.3 3211 Quail St 720-628-7290 12/31/2020 163.9 Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Green Your Home Weather:Denver Intl AP, CO Builder Floors Over Ambient: 5.8 3211 Quail St Workshop Denver 79.8 80.9 3211 Quail St 181 ECC Fi nal. blg Elements Insulation Levels This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2018 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature d&1aW4_+4 Date 19 January 2021 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. 2018 I ECC As Designed Shell UA Check Ceilings: 64.3 68.7 Above -Grade Walls: 206.8 163.9 Windows and Doors: 275.7 312.8 Slab Floor: 0.8 3.6 Floors Over Ambient: 5.8 4.0 Basement Walls: 79.8 80.9 Crawl Space Walls: 16.0 12.4 Overall UA (Design must be equal or lower): 649.1 646.2 Mandatory Requirements Shell UA Check PASSES Duct Insulation R -Value Check (per Section 403.3. 1) PASSES Window U -Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6. 1) PASSES Mandatory Requirements Check Box (2018 I ECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2018 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature d&1aW4_+4 Date 19 January 2021 REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. :T Home Energy Rating �d Disclosure For home located at: 3211 Quail St City: Denver State: CO 1. FX1 The Rater or Rater's employer is receiving a fee for providing the rating on this home. ?4!0 Green Your Home 2. FX1 In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. F1 The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. F1 The Rater or Rater's employer is a supplier or installer of products, which may include: 5. This home has been verified under the provisions of Chapter 6, Section 603 'Technical Requirements for Sampling' of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http: / / resnet. us/standards/ RESNET_Mortgage_Industry_National_HERS_Standards. pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Colleen Fitz -Gerald Rater's Printed Name WV1 -4 aa 0001739 Certification # January 19, 2021 Rater's Signature Date RESNF- 1-2 REWRate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings.q. 0 1985-2020 NORESCO, Boulder, Colorado. ,Q, Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer 5. This home has been verified under the provisions of Chapter 6, Section 603 'Technical Requirements for Sampling' of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http: / / resnet. us/standards/ RESNET_Mortgage_Industry_National_HERS_Standards. pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Colleen Fitz -Gerald Rater's Printed Name WV1 -4 aa 0001739 Certification # January 19, 2021 Rater's Signature Date RESNF- 1-2 REWRate - Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings.q. 0 1985-2020 NORESCO, Boulder, Colorado. ,Q, ON SITE PLANS MUST BE ON SITE FOR INSPECTION REVISION NOTES: - _ ALL ProAcis. pre 3211 QUAIL STREET PROJECT DESCRIPTION — 3/16/20 ON SITE PLANS MUST BE ON SITE FOR INSPECTION r-- ALL REgigcjs e SukftqjtcLF.1eld Ins , , chores I.OMMUNI'lY DEVELOPMENT ` APPROVED Rp„ puled sIr Code Compliance BRANDON F 01/21/2021 Plans Examiner Date faiidity of o ennit: The issuance of a permit or Wprovol of plans spec4koWnr and computations shall not be o permit for, or an approval of, any motabon to ony of the provisions Of the building code or of a(W My ordinavuaes. Permits presuming to gW outhorlty to violohe or cancel the pro isfons of the YWldlhy coda or other "nonce of the City shall not be vahat this was a restamp due to original set being lost ALL WORK SHALL COMPLY WITH 2018 IRC, 2018 IECC, 2020 NEC, COLORADO PLUMBING CODE AND THE CITY OF WHEAT RIDGE AMENDMENTS CRY of Wheat Ridge W� Waco O H 0 �o 0 3: 0 xonI w�>z z Oma J M M H O W O W o0 � O �U J W Z r Qr N W M = W z z m > z � � U O o z o W� 5: Ln LU g Mm J D M a F- Z z : j j ji COVER PAGE A.0 DRAWING INDEX ARCHITECTURALS A.0 COVER PAGE A.1 GENERAL NOTES A.2 BUILDING NOTES A.3 BUILDING NOTES A.4 SITE PLAN A.5 BASEMENT PLAN A.6 FIRST FLOOR PLAN A.7 SECOND FLOOR PLAN A.8 ROOF PLAN A.9 ELEVATIONS A.10 ELEVATIONS A.11 SECTIONS A.12 SECTIONS A.13 SECTIONS A.14 WALL SECTIONS A.15 WALL SECTIONS A.16 LIVE DETAILS A.17 LIVE DETAILS A.18 LIVE DETAILS A.19 STANDARD DETAILS A.20 STANDARD DETAILS A.21 STANDARD DETAILS A.22 GARAGE PLAN AND ROOF PLAN GARAGE ELEVATION AND GARAGE A.23 SECTION A.24 WINDOW SCHEDULE WITH PROFILE & TYP DETAIL WINDOW SCHEDULE WITH PROFILE & A.25 TYP DETAIL A.26 DOOR SCHEDULE WITH PROFILE & TYP DETAIL A.27 THERMAL ENVELOPE A.28 FOUNDATION PLAN A.29 SUDP PLAN RCP E.0 RCP BASEMENT PLAN E.1 RCP FIRST FLOOR PLAN E.2 RCP SECOND FLOOR PLAN E.3 RCP THIRD FLOOR PLAN INTERIORS 1.0 COVER PAGE FIRST FLOOR 1.1 ENTRY/ DINING 1.2 KITCHEN 1/2 1.3 KITCHEN 2/2 1.4 LIVING ROOM 1.5 POWDER BATHROOM 1.6 PLAYROOM 1.7 PLAYROOM BATH 1.8 MUDROOM SECONDFLOOR 1.9 MASTER BEDROOM 1.10 MASTER BATHROOM 1.11 BATH #2 1.12 BATH #3 1.13 LAUNDRY ROOM 1.14 INTERIORS 1.15 INTERIORS 1.16 INTERIORS 1.17 INTERIORS THIRD FLOOR 1.18 INTERIORS 1.19 INTERIORS 1.20 INTERIORS 1.21 INTERIORS 1.22 INTERIORS 1.23 INTERIORS 1.24 INTERIORS 1.25 INTERIORS 1.26 INTERIORS 1.27 INTERIORS PROJECT DIRECTORY BUILDING CODE SUMMARY DESIGNER: THE WORK SHOP 4373 JASON STREET DENVER, CO 80211 TELEPHONE: (303) 949-5945 EMAIL: BRAD@WORKSHOPDENVER.COM ENGINEER: GERARD A. MEISER PROFESSIONAL ENGINEER 6355 WARD ROAD, SUITE 308 ARVADA, CO 80004 TELEPHONE: (720) 940-0996 EMAIL: JERRY@GEISTRUCTURAL.COM OWNER: BRAD AND EMILY DANIELS PROJECT SCOPE NEW CONSTRUCTION SINGLE FAMILY RESIDENTI WITH NEW ATTACHED GARAGE ON RESIDENTIAL LOT WITH 3,769 SF LIVABLE CONDITION SQUARE FEET JURISDICTION: WHEAT RIDGE APPLICABLE CODES: • 2018 International Building Code • 2018 International Residential Code "PRESCRIPTIVE PATH" • 2018 International Energy Conservation Code • 2018 International Fire Code • 2018 International Fuel Gas Code • 2018 International Mechanical Code • 2018 International Plumbing Code 2017 NEC N ® NORTH ARROW GRIDLINE REFERENCE I EXTERIOR BUILDING ELEVATION REFERENCE X X e X INTERIOR BUILDING ELEVATION REFERENCE X BUILDING/WALL SECTION REFERENCE ^XXX ( DETAIL REFERENCE OWINDOW TYPE XX CEILING HEIGHT REFERENCE VERTICAL ELEVATION REFERENCE ® VERTICAL MECHANICAL CHASE/DOUBLE HEIGHT SPACE 100A DOOR DESIGNATION REFERENCE LIVING ARE ROOM DESIGNATION REFERENCE CEILING H FLOORING TYPE ® RECESSED LIGHT W/ADJUSTABLE GIMBAL RING EP WALL SCONCE PROJECTAREA/ZONING LAND USE INFORMATION TOTAL NEW PRIMARY STRUCTURE BUILDING FORM ON ZONE ZONING LAND USE LOT HABITABLE STORY BARE LIGHT BASMENT: SINGLE FAMILY RESIDENTIAL FIRST FLOOR: SINGLE FAMILY RESIDENTIAL SECOND FLOOR: SINGLE FAMILY RESIDENTIAL THIRD FLOOR: SINGLE FAMILY RESIDENTIAL ATTACHED GARAGE FIRST FLOOR 2 PARKING SPOTS BUILDING DESCRIPTION 1 OCCUPANCY A. GROUP B. USE 2 ZONE DISTRICT 3 SEISMIC ZONE 4 EXISTING NUMBER OF STORIES 5 NEW NUMBER OF STORIES ABOVE GROUND ® RECESSED CAN 1,807 SF BARE LIGHT 1,238 SF MUSHROOM LIGHT N/ASF PENDANT LIGHT IA IBM i, CHANDELIER CEILING FAN TELEVISION HOOKUP LOCATION FART FAN EARTH CONCRETE CONCRETE MASONRY UNIT FERROUS METAL PLYWOOD INSULATION (LOOSE OR BATT) INSULATION (RIGID) BRICK GYPSUM BOARD GLASS 3,769 SF 5,357 SF CONDITIONED (NET) SF GROSS SF 724 SF 1,349 SF 1,807 SF 2,457 SF 1,238 SF 1,551 SF N/ASF N/A SF R SINGLE FAMILY RESIDENTIAL R-1 B 0 2 650 SF GENERAL CONDITIONS CONSTRUCTION DOCUMENT APPROVAL APPROVAL APPLIES TO ALL SHEETS LISTED IN THE DRAWING INDEX USE OF THESE PLANS AND DOCUMENTS FOR MATERIALS ORDERING AND CONSTRUCTION REQUIRE APPROVAL BY OWNER Construction work shall not proceed until the Owner has given their approval to these construction documents. The Contractor shall be responsible for confirming that the Owner has approved these construction documents and for advising the Designer of any requested revisions by the Owner. The Contractor shall be solely responsible for any work performed without the Owner's approval of these construction documents. Approval by these parties shall be interpreted as acceptance of the construction documents for content, scope of work, and all dimensions and special requirements by either party as being necessary to their operations, use of space for furnishings / equipment installation, finished appearance and any agreements between the Owner. Construction and/or initiation of construction authorized by the Owner from these construction documents, shall be interpreted by the Designer as approval in full of these construction documents by both the Owner. APPROVED: Authorized Signature Only OWNER: DATE: C" C* Wheat Ridge Lu Z co Z w Lu0 3 Lu w Zz M Lu Z z Ice cc w > w� Z Q K o o S U) U) 0 O �ZU O _ w Z LU Oma J 2 F w J Z 0 w_ J Q Z voo m M M LL] c) LL] 00 � p �U J fW V n/ F- r Q CV W M = i GENERAL NOTES A.1 Monday, March 16, 2020 For Denver Building Department Subject: 3211 QUAIL STREET w 1. Roofing to be fire resistant type meeting county requirements O2. Seismic zone B Z 3. These plans are compliant with the 2018 IRC 0 4. All wood in contact with concrete to be pressure treated Z 5. Install Carbon Monoxide detectors within 15 feet of all bedrooms 6. Install smoke detectors in all bedrooms and hallways on each level, per code 7. All trusses to have Simpson hurricane ties or equivalent 8. Deck posts to have Simpson post/pad connectors at footings and Simpson connectors at beams 9. Install water resistant drywall in all wet areas (baths/showers/by sinks) per code W 10. Wall insulation RE:ENERGY REPORT Z 11. Attic insulation RE: ENERGY REPORT W 0 12. All exterior structural wood and engineered wood products to be pressure treated or equivalent 1. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 2. Glazing in storm doors. 3. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, and showers. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60" measured vertically above any standing or walking surface. 4. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, that meets all the following conditions: C7 4.1. Exposed area of an individual pane is greater than 9 square feet Z 4.2. Bottom edge is less than 18" above the floor. 4.3 Top edge greater than 36" above the floor C7 4.4 One or more walking surfaces within 36" horizontally of the glazing 5. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edfe ofthe glazing is less than 60" above the waling surface and within 60" horizontally of the water's edge. This shall apply to single glazing and all panes in multiple glazing. 6. Glazing adjacent to stairways, landing and ramps within 36" horizontally of a walking surface when the exposed surface ofthe glass is less than 60"above thelane of the adjacent walking surface. P 1 9 7. Glazing adjacent to stairways within 60" of the bottom tread of the stairway in any direction when the exposed surface of the glass is less than 60" above the nose of the tread. R 303.7 Interior Stairway Illumination. Interior stairways shall be provided with an artificial light source to illuminate the landings and treads. The light source shall be capable of illuminating treads and landings to levels of not less than 1 foot-candle (11 lux) as measured at the center of treads and landings. There shall be a wall switch at each floor level to control the light source where the stairway has six or more risers. Exception: Aitch is not required where remote, central or automatic control of lighting is provided. R303.8 Exterior Stairway Illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. R 311.7 Width. stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4 1/2 inches on either side of the stairwayand the clear width of the stairway at and below the handrail height including Y 9 L 9 treads and landings, shall be not less than 31 1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with section R311.7.10.1 R 311.7.2 Headroom.The headroom in stairways shall be not less than 6 feet 8 inches measured vertically from the slope line ajoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Exemptions: 1. Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom not more than 4 3/4 inches. 2. The headroom for spiral stairway shall be in accordance with section R311.7.10.1 R 311.7.5 Stair treads and risers. Stair treads and risers shall meet the requirements ofthis section. For the purpose ofthis section, dimensions and dimensioned surfaces shall be exclusive exclusive of carpets, rugs or runners. R 311.7.5.1 Risers. The riser height shall be not more than 7 3/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted provided that the openings located more than 30 inches, as measured vertically, to the floor or grade below do not permit the passage of a 4 -inch -diameter sphere. Exceptions: 1. The opening betweenadjacent tread is not limited on spiral stair is. 2. The riser height of spiral stairway shall be in accordance with section R311.7.10.1. R311.7.5.2 Treads. The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. R311.7.6 There shall be a floor or landing at the top and bottom of each stairway. The width perpendicular to the direction of travel shall be not less than the width of the flight served. Landings of shapes other than square or rectangular shall be permitted provided that the depth at the walk line and the total area is not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway has a straight run, the depth in the direction of travel shall be not less than 36 inches (914 mm). Exception: Afloor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided that a door does not swing over the stairs. R311.7.8 Handrails. Handrails shall be provided on not less than one side of each continuous run of treads orflight with four or more risers. R311.7.8.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, o finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches ❑ I Exceptions: Z I 1.The use of a volute, turnout or starting easing shall be allowed over the lowest tread. T 2. Where handrails fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height atthe fittings or bendings shall be permitted to exceed 38 inches. Table R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA U WIND DESIGN Z SUBJECT TO DAMAGE FROM 0 continuous Class I vapor retarder in accordance with this code. All joints ofthe vapor retarder shower overlap 6 inches and be sealed or taped. The edges of the Q Qvapor retarder shall extend not less than 6 inches up the stemwall and shall be attached to the stemwall. Z Z GROUND SEISMIC DESIGN 0 WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL O SPECIAL WIND URNE W FROST LINE ~ SNOW LOAD CATEGORY TEMP UNDERLAYMENT HAZARDS INDEX TEMP SPEED (MPH) TOPOGRAPHIC WEATHERING TERMITE REQUIREMENT REGION b DEBRIS ZONE DEPTH 35 PSF 115/ 125/140 NO YES NO B SEVERE 36 INCHES SLIGHT/MOD 1° C NO 1978 712 40-45° F incorrect table, rete to city of Wheat Ridge amendment table R312.1 Guards. Guard shall be provided in accordance with Sections R312.1.1 through R312.1.4 R312.1.1 Where required. Guards shall be located along open -sided walking services, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within U 36 inches horizontally to the edge ofthe open side. Insectscreening shall not be considered as a guard. R312.1.2 Height. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line Q connecting the leading edges ofthe treads. :) Exceptions: 0 1. Guards on the open sides ofstairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges ofthe treads. 2. Where the top ofthe guard serves as a handrail on the open sides of stairs, the top ofthe guard shall be not less than 34 inches and not more than 38 inches as measured vertically from a line connecting to the leading edges of the treads. W N1102.2.11 Crawl space walls. As an alternative to insulating floors over crawl spaces, crawl space walls shall be permitted to be insulated when the crawl U U Q space is not vented to the outside. Crawl space wall insulation shall be permanently fastened to the wall and extended downward from the floor to the finished Z grade level and then vertically and/or horizontally for at least an additional 24 inches. Exposed earth in unvented crawl space foundation shall be covered with a 0 continuous Class I vapor retarder in accordance with this code. All joints ofthe vapor retarder shower overlap 6 inches and be sealed or taped. The edges of the Q Qvapor retarder shall extend not less than 6 inches up the stemwall and shall be attached to the stemwall. Z Z K U Has to be in compliance with R408.3 0 Y Z Ventilation Systems comply with International Residential Code, section R303.4: O QR303.4 Mechanical Ventilation: Where the air infiltration rate of a dwelling unit is 5 air changes per hour or less where tested with a blower door at a pressure of W 0.2 inch w.c (50 Pa) in accordance with section N1102.4.1.2 the dwelling unit shall be provided with a whole -house mechanical ventilation in accordance with ~ Z Section M1507.3. U W > Panasonic whisper fan series or equivalent to be placed in either laundry room or guest bathroom I. All mechanical work shall comply with requirements of the 2015 IMC. II. Provide natural or mechanical ventilation to bathrooms and water closet compartments in accordance with R303.3 and M1507.1. III. Water heater location shall comply with section M2005. IV. Kitchen hoods rated over 400 CFM shall be provided with a source of makeup air per section M1503.4 Exhaust shall comply with section M1507.3. Microwave ovens installed over kitchen ranges shall comply with section M1504. V. Clothes dryer exhaust duct power -ventilators shall conform to U1705, shall be listed and labeled, and shall be installed per MFR'S instructions, which instructions shall be provided to the inspector at close -in. M1502.4.4 VI. A dryer exhaust duct exceeding 35 feet shall have the length identified on a permanent label or tag within 6 feet of the exhaust duct connection to the dryer (concealed or not). M1502.4.6 VII. Installation & location of warm air furnace shall comply with IRC, sections M1305.1.2, §ion G2406. Furnaces may be installed in attic space per section M1305.1.3 and in crawlspace per M1305.1.4. VIII. Maximum exhaust duct lengths shall comply with the requirements oftable M1506.2. IX. Snap -lock and button -lock duct seams are required to be sealed, and tapes and mastics for metal ducts must be listed to conform to Ull81 b. m1601.4 Systems in mechanical room(s) to comply with International Residential Code, section N1103: N 1102.4.4 (r402.4.4) rooms containing fuel burning appliances: Where open combustion air ducts provide combustion air to open combustion fuel -burning appliances, the appliance and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from the inside thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of table N1102.1.2. the door into the room shall be fully gasketed and any water Tines and ducts in the room insulated in accordance with n1103. The combustion air duct shall be insulated where it passes through conditioned space to a min. of r-8. LTable N1 112.1.2.(R402.1.4) LI -factor minimums for: Denver climate zone 5 Fenestration = .32 Ceiling=.026 Frame wall =.06 Floor =.033 refer to energy report Z I. Erect and maintain temporary fencing surrounding the area beneath the tree in O order to mitigate the chance of impact injuries to the tree during demolition or construction; W II. Refrain from operating construction equipment or storing construction materials beneath the canopy of the tree or engaging in other activities that o_ would cause the undue compaction of the soil in the tree's root zone; and w w H Of L III. Refrain from any excavation beneath the canopy of the tree that would cause undue destruction ofthe tree's roots. I. All habitable rooms and spaces shall have natural light and ventilation complying H with the requirements of R303.1. Natural lighting shall be min. 8% of the floor area = and natural ventilation shall be 4% ofthe floor area. In lieu ofthis, artificial lighting 0 and mechanical ventilation requirements shall be noted on the plans in compliance } with R303.1, Exceptions 1 & 2. U II. Bathrooms and water closet compartments shall have at least 3 SF of natural light and 1.5 SF of natural ventilation, or artificial light and mechanical ventilation U at min. 50 CFM for intermittent or 20 CFM continuous. R303.3 provide natural or mechanical ventilation to bathroom and a water closet compartment per R303.3/ ❑ R303.4, and Section M1507.1. Exhaust to the exterior. Z_ III. Glazing in hazardous locations as defined by R308.4 shall comply with requirements for safety glass. R308.4.7 Basement wall = .05 W L As -built setback verification form required on site if proposed structure is within V-0" (305 mm) (one foot) of zone district setback. Surveyor must verify when forms are in place, before concrete is poured. II. Provide a 6 foot high construction fence around the construction site (plastic is not allowed). III. A protected excavation per direction of licensed soils engineer. A P.E. soils report shall be on site at time of excavation. IV. Separate permit required for partial or total demolition of any building to clear the site per IBC 3303 and Section 3303 & 3307.1. V. Excavation and/or shoring: no excavation for seven (7) days after the shoring has been installed at which time a letter of observation will be presented to the construction inspector. VI. Excavation and/or shoring: when not located within one foot of property line. As -built setback inspection is required before the foundation is poured. VII. Excavation and/or shoring: when located within one foot of property line. As -built setback verification inspection by surveyor is required before the foundation is poured. VIII. Foundation excavation per direction of licensed soils engineer. Stamped engineer's report shall be on site at time of foundation inspection. Protect excavation per direction of licensed soils engineer. P.E.'s report shall be on site at time of excavation. IX. Caisson and drilled pier installation -submit one copy of the P.E. report to the building inspector. X. Retaining walls with more than 48" of unbalanced backfill, and walls resisting additional lateral loads with more than 24" of unbalanced backfill, shall be designed by an engineer. R404.4 XI. Perimeter drainage shall comply with the detailed requirements of Sections R401.4 & R405.1, and the soils report for the project. Submit original stamped PE. inspection report for installation of perimeter drain in accordance with soils report. If draining to daylight, work can be included on 1R construction permit; if connected to sump pump, include work on #iv XII. Finished grade shall slope away from the structure 6" for the first 10' (5%) or swales or drains shall be provided to prevent drainage onto adjacent properties. R401.3 XIII. Patio and porch concrete slabs shall slope away from the structure a min. of 1-2%. R401.2, exc. XIV. Ramps shall have a maximum slope of 1 unit vertical in 12 units horizontal (8.3 percent slope) per R311.8.1. Exception: due to site constraints ramps may have a maximum slope of 1 unit vertical in 8 horizontal It2.5 percentslope). Ramps shall comply with handrail and landing requirements per R311.8.3 and R11.8.2 XV. A 6 -mil approved vapor retarder with joints lapped min 6" shall be placed between the concrete floor slab and the base course, or over the prepared subgrade. Not required at garages, carports, utility and unheated structures, and flatwork. R506.2.3 XVI. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points a minimum of4 inches where masonry veneer is used and a minimum of 6 inches elsewhere; provide an 8" clearance to untreated wood sheathing or siding (redwood, cedar okay) per R404.1.6 and R317.1.2. XVII. Provide a block-out in the foundation for inspection ofthe grounded electrode wire connection to the rebar. If the connection to rebar is included in the P.E: s foundation report, the grounding wire can be attached to rebar stubbed out ofthe foundation per NEC section 250.52. XVIII. Anchor bolts shall comply with section R403.1.6. One %" (13 mm) bolt embedded at least 7" (178 mm) into concrete or masonry to be installed every 6'-0" It 829 mm) & a minimum of two bolts per plate section with one bolt located not more than 12" (305 mm) or less than seven bolt diameters from each end of the plate section. Anchor bolts shall be located in the middle third of the width of the plate. 2020 nec I. The electrical work shall comply with the requirements ofthe 2017 NEC and IRC Chapters 36-41. II. Not less than 75% ofthe lamps in permanently installed lighting fixtures shall be high -efficacy lamps, or not less than 75% ofthe permanently installed lighting fixtures shall contain only high -efficacy lamps; exception: low -voltage lighting. N1104.1 III. Recessed light fixtures in the thermal building envelope shall comply with N1102.4.5. Recessed light fixture openings in a fire - separation assembly shall be installed such that the fire -rating will not be reduced. IV. Provide arc -fault circuit-4nterrupter (AFCI) protection in accordance with all requirements of IRC E3902, and NEC, Section 210.12. V. GFCIS are required at laundry areas, within 6 feet of bathtubs and showers, and at dishwasher receptacles. E3901.8 VI. Provide at least one receptacle outlet for each vehicle space in a garage. The outlets shall be served by aseparate branch circuit that does not supply outlets not in the garage. E3901.9 VII. Automatic garage door openers, if provided, shall be listed in accordance with UL 235 per R309.4. c" C Wheat Ridge W Q Z } m LU W LU lr J Q M W Z Z J M F_ C) W O W o0 � p �U J_ W C r r N W M = i �I NI MI �I BUILDING NOTES A.2 LED LED OIL ED TG� DR ALLCAUTPED, :0 TOP PLATE OLT TO TOP PLATE GLUED OR CASKETED TO TOP PLATE CLADDING ED OR ODSKETED ETEMoR SHEATHING OR PLATE CAULKED 1EMOR SHEATHING CAULKED, /0`oRT�GTASKLETED To SUFLoo, E GLUED OR ODSKETED To Folo. PLATE GASKETED To MM'oISTMM CLOSURE ETE RIM JOISTIRIM CLOSURE CAULKED OR GAS K ETED To Top PLATE DR ALL CAULKED, OLT ED OR ODSPETED EIERJOR SHEATHING CAULKED, ALL FDR , To Top o GLUED OR ODSKETED To To TO TOP OF FLAT P PLATE TAPE OR SERAINT, OIER JOINT REST Mo SHEATHING /oRT'_oM OF PLATE in ESTE"o, SHEATHING OR PLATE CAULKE FIFIJOI SHEATHING CAULKED, GTASKLETED To SUN LO FTGoR GLUED Go CASKETED To SOTTOM PLATE SUFFLOO GLUED, CAULKED OR ILL PLATE SKETE ODSKETE GASKETE TO RIM JOISILRIM CLOSURE FIFIJOI SHEATHING CAULKED, RIM JOISTIRIM CLOSURE CAULKED OR GLUED Go GASKETED To S ODSKETED To Top PLATE SILL PLATE INSTALLED SILL PLATE INSTALLED ENVELOPE AIR SEALING MECHANICAL EQUIP. WSD TYP. MIN CLEARNACE'S MINI SPLIT'S CLEARMIN SPACE �r--�- NEEDED EEDED FFOR MECH. I I, WORKERACCESS INSULATION INSTALLATION CRITERIA MINI SPLIT COND. SIZE - WORKERACCESS .. . . . . . . . . . (WSD TVP.): rxoxr or Uxrt .Y 30"W X 10"D X 20"H - ®,r MINI SPLITEDEC, • I. U. NI CAR _ ROOF DECK, OVER Breaks orjoints In the air barrier shall be sealed. FRAME UNDER UNIT Ceiling/attic Ac umT (38'WX 18"DX12"H) (4" with the Insulation and any gaps In the air barrier shall be OFFEST FROM EXTENTS 1'-6" 1'-6" OF UNIT) DOUBLE UNITAC'S MIN. CLEAR SPACE 10'-6" COMPONENT NEEDED FOR MECH. INSULATION INSTALLATION CRITERIA General Requirements WORKERACCESS .. . . . . . . . . . . . . . . . . . .:_ AC UNIT DIMENTION envelope. material. (WSD TVP.): 36"W X 36"D X 36"H Exterior thermal envelope contains a continuous air barrier. ' Breaks orjoints In the air barrier shall be sealed. AcumT Ceiling/attic Ac umT The Insulation In any dropped ceiling/soffit shall be aligned AC UNITS ON ROOF I L_J DECK OVER FRAME UNDERUNIT - (98"W X44"D X 12"H)'. • • • • • , (4" OFFEST FROM EXTENTS OF UNIT) 1' 6" 1' 6" MINI SPLIT AIR HANDLER TO BE MOUNTED XX' A.F.F. (TVP). 8 rxoxr or IT 8 . MINI SPLIT AIR HANDLER SIZE* (WSD TVP.): 30"W X 8"D X 12"H io - MIN CLEAR SPACE •• NEEDED FOR MECH WORKERACCESS SINGLE UNITAC'S MIN. CE _uxrt� NEEDED AR FOR SPACE WORKERACCESS AcuwT AC UNITS ON ROOF DECK OVER FRAME UNDER UNIT .71 ux (44'W X 44"D X 12"H) H' OFFEST FROM • • EXTENTS OF UNIT TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General Requirements A continuous air barrier shall be Installed In the building Ali -permeable Insulation shall not be used as a sealing envelope. material. Exterior thermal envelope contains a continuous air barrier. Breaks orjoints In the air barrier shall be sealed. Ceiling/attic The air barrier In any dropped ceiling/soffit shall be aligned The Insulation In any dropped ceiling/soffit shall be aligned with the Insulation and any gaps In the air barrier shall be with the air barrier. sled. Access openings, drop down stair or knee wall doors to conditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with a material The junction of the top plate and top of exterior walls shall having thermal resistance of R-3 per Inch minimum. be sealed. Exterior thermal envelope Insulation for framed walls shall Knee walls shall be sealed. be Installed In substantial contact and continuous alignment with the air barrier. =down, skylights The space between window/doorjambs and framing and and doors skylights and framing shall be sealed. Rim joists Rim joists shall be Include the air barrier. Rim joists shall be Insulated. Floors (Including The air barrier shall be Installed at any exposed edge of Floor framing cavity Insulation shall be Installed to above -garage and insulation. maintain permanent contact with the underside of the cantilevered floors) subfloor decking, or floor framing cavity insulation shall be permitted to be In contact with the top side of sheathing, or continuous Insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth In unvented crawl spaces shall be covered Where provided, Instead of floor Insulation, Insulation shall with a Class I vapor retarderwith overlapping joints taped. be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Narrow cavities Batts In narrow cavities shall be cutto fit, or narrow cavities shall be filled by Insulation that on Installation readily conforms to the available cavity space. Garage separation Air sealing be provided between the garage and conditioned Spaces. Recessed lighting Recessed lightfixtures Installed In the building thermal Recessed lightfixtures Installed In the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring and plumbing In exteriorwalls, or Insulation that on Installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior The air barrier Installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall be all and tubs shall separate them from the showers and tubs. insulated. Electrical/phone box The air barrier shall be Installed behind electrical or on exterior Walls communication boxed or air sealed boxes shall be Installed. HVAC register boot HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. 000 ��'' L//II��fy l ���� Concealed sprinklers When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended bythe JJ manufacturer. Caulking or other adhesive sealants shall not (Wheat be used to fill voids between fire sprinkler cover plates and alls or ceilings. Rid cc LILI � LU w� Z Q K LU o m0 �ZOU O _ w Z LU Oma J M M H O LLJ �W c) LL O 'F-'^ U V! W J 0 Z C) r r N W M = BUILDING NOTES A.3 LEGEND LEGAL DESCRIPTION: PROJECT AREA/ZONING LAND USE INFORMATION: ZONING COVERAGE INFORMATION: BULK PLANE STUDY ZONE LOT LINE CONCRETE D EXTERIOR OVERHANGS — — — — #Legal Description BUILDING FORM ON ZONE LOT TOTAL SQUARE FOOTAGE ZONE DISTRICT: R-1 (A1 +A2 +A3 +A4) / 2 = ZONE LOT SETBACK - — — — - FIRST FLOOR FOOTPRINT • — • — COVERED AREA TOTAL NEW PRIMARY STRUCTURE 5,357 SF SINGLE FAMILY RESIDENTIAL BASEPLANE � 65 / 35% ZONE LOT SECOND FLOOR FACE BRICK ® HABITABLE STORY (TOTAL Si ZONING LAND USE LIVABLE ZONE LOTAREA: 17,886 SF PRIMARY BASE PLANE AVERAGE ELEVATION: N O _ _ DEPTH LINE FOOTPRINT BASEMENT: 1,349 SF SINGLE FAMILY RESIDENTIAL 724 SF 107.24' FOOT WIDE ZONE LOT STONE SPOT ELEVATIONS @ THIRD FLOOR + RAILING FIRST FLOOR: 2,457 SF SINGLE FAMILY RESIDENTIAL 1,807 SF BUILDING BIRD'S EYE FOOTPRINT= 2,210 SF 5,450 + 5,451 + 5,452 + ORIGINAL GRADE FOOTPRINT — — — — SECOND FLOOR: 1,551 SF SINGLE FAMILY RESIDENTIAL 1,238 SF GARAGE FOOTPRINT= 650 SF 5,453 / 4 = 5,451.5 O BIRDS EYE BUILDING DIRECTION OF WATER 1 HR FIREWALL FOOTPRINT DRAINAGE THIRD FLOOR: N/ASF SINGLE FAMILY RESIDENTIAL N/ASF TOTAL BUILDING COVERAGE= 2,860 SF O UTILITY EASEMENT �� TOTAL BUILDING COVERAGE= 16% 3 6' PRIVACY FENCE �X REQUIRED SIDE TOTAL LIVABLE 3,769 SF SETBACK TOPOGRAPHY LINES 2,860 SF / 17,886 SF =.160 NEW ATTACHED GARAGE FRENCH DRAIN w w PROPOSED SIDE ............. FIRST FLOOR 2 PARKING SPOTS 650 SF 2 PARKING SPOTS PROVIDED SETBACK W Lu > w� Lu Q K o �O O p O _ w N z ED z OmaILE J 5 F UJJ I Zow oU I J Q Q oma I V p � m � I m -- --------------------- - ----- ----------- -------------J 1 29'-111.4° CY) � —TIM 111— O I W c) I I I W� 00 LJ_ O I X I U U W Q I I p UTILITY EASEMENT I I I I I 1 �( r I BACK PATIO I I I I N W — — M / I RE EDREAI FIREPLACE I u� ANIWERRVTA ELINE TRACK I TO MAIN Lu jN�— - -- -- -- -- -- -- -- -- I z Im ~ O Z z I 0 U) UTILITY EASEMENT .n j N SITE PLAN `° I Ia uj m 11x17 SCALE: 1" = 10' ® Z Cn W Q W Z_ � Z_ W. 32ND AVE CRY of 24x36 SCALE: 1" = 5'-0" Wheat Ridge GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, o a M a AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS'NlRulldiing SITE PLAN 2. SEE SHEETA.20, DETAIL#1, FOR WINDOW WELL REQUIREMENTS 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS 4. SLOPE GRADE AT FOUNDATION 6"MIN. NO DRAINAGE SHALL FLOW INTO A.4 LEGEND SPOT ELEVATION CONCRETE EXTERIOR OVERHANGS INTERIOR OVERHEAD SOFFIT Q FACE BRICK STONE RAILING — — — 1HRFIREWALL 00 0 0 0 0 0 0 0o 0 o � 0 EO 0 NBASEMENT PLAN ® 11x17 SCALE: 1/8" = 1'-0" 24x36 SCALE: 1" = 20'-0" 0 GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 2. SEE SHEET A.20, DETAIL#1, FOR WINDOW WELL REQUIREMENTS 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS 4. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. 5. PROVDE 2X6 BLOCKING FORALL RAILINGS 30"-36" A.F.F. 6. PROVIDE 2X6 BLOCKNG FOR VANITIES 26" - 32" A.F.F. IN BATHROOMS mar Wheat Ridge `Biding DWimn, 0 N 0 3 W � > w� w Q K o O 2 ~ 0, UO IL Lu O p U _ U w N�>> z O m Lu a M M H O W O LLJ 00� O V! J Z C) r r CV W M = i Lu Q z m > z 0 � U O o Z o I,! in > Cn Lu 5 ¢ m J D Q in Z M Q Lu z z Z Z O r IN IM � BASEMENT PLAN A.5 LEGEND SPOT ELEVATION CONCRETE EXTERIOR OVERHANGS INTERIOR OVERHEAD SOFFIT FACE STON RAILII 1HRF N GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 2. SEE SHEET A.20, DETAIL#1, FOR WINDOW WELL REQUIREMENTS 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS 4. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. 5. PROVDE 2X6 BLOCKING FORALL RAILINGS 30"-36" A.F.F. 6. PROVIDE 2X6 BLOCKNG FOR VANITIES 26" - 32" A.F.F. IN BATHROOMS 00 0 0 0 0 0 0 0 0 0 HVAC CHASE 1 IDON MITIGATION SYST M; RE: 1/A.16' RTH W.I. II 1 v 82r. F 5'X H: 8' 5' II�E > floor typ o7 of PLAY ROOM 106 A: 161.90 sq ft Hn 7/8" I I AS LINE FOR FIRE PIT II 1 I 15 BACK PATIO II 18'-0""' II A: 375.69 sq H: 15'-5" 0 1 14 6III&III CHASE I CRY of ` Wheat Ridge 0 N 0 3 w LL. Q K o O~ W UO O �ZU O NI> Om 00LU J F W J Zow J Z < VQ< m M I- O W c) W00 F- O J W Z F - Q M = Lu z m > z 0 U O o Z O Lu in > Cn Lu 2 ¢ m J Z:) Z M J Lu Q F- H z z O r IN IM � FIRST FLOOR PLAN A.6 Q O �: 184.02 sq ft & Fo H: 8'-5" loortype> pW • • I #r 103C _ 104 1I AA4 3.37 sq ft \ / STORAG 110 4 s A: 62.81 s' 21'-11" H: 8'-5";.'- X O -I Ls 109 00 109D v A: 488' 5sq ft v N <floortype> \ / M OO M -107 $9 sq ft $,_5„ / ,floor type> X v !IIII 107A / \ N L O 00 I 1 8,_6,z. 4 A.11 2 I A 00 I D NING ROO II 100 I FRONT PORCH 71 A: 1 sq ft 18' I I A O <floorr type> iA 4'-0„ 8'-51/2" 21'-41/2" 71- WETBAR (CLIENT TO PROVIDE WINE 100 HVAC CHASE - -FRIDGE MODEM - - T P WD COAT KITCHEN CLOSET 102 A: 26.49 sq ft jP 103D A: 328.03 sq ft H: 8'-5" r` H:8,_5„ t e> <floortype> 105A 1n - CHASE I CRY of ` Wheat Ridge 0 N 0 3 w LL. Q K o O~ W UO O �ZU O NI> Om 00LU J F W J Zow J Z < VQ< m M I- O W c) W00 F- O J W Z F - Q M = Lu z m > z 0 U O o Z O Lu in > Cn Lu 2 ¢ m J Z:) Z M J Lu Q F- H z z O r IN IM � FIRST FLOOR PLAN A.6 Q O �: 184.02 sq ft & Fo H: 8'-5" loortype> pW • • P NTR 103C _ 104 AA4 3.37 sq ft 5, <fl o$ .1 1 1 4 s CHASE I CRY of ` Wheat Ridge 0 N 0 3 w LL. Q K o O~ W UO O �ZU O NI> Om 00LU J F W J Zow J Z < VQ< m M I- O W c) W00 F- O J W Z F - Q M = Lu z m > z 0 U O o Z O Lu in > Cn Lu 2 ¢ m J Z:) Z M J Lu Q F- H z z O r IN IM � FIRST FLOOR PLAN A.6 LEGEND SPOT ELEVATION CONCRETE EXTERIOR OVERHANGS INTERIOR OVERHEAD SOFFIT FACE STON RAILII 1HRF 141 0 @@ , @@ A� Q o, o 5_37/8° 'x-11'1 RADON MITIGATION SYISTEM; RE 1/A.16 2'-111" 21 '-01/8 o 15-8114° 1 MASTER BEDROOM 200 a A: 294.50 sq ft H: 14'-5" <floor type> z 15 ih I I I� 'V 0 0 1 BAT H DINING BELOW 'I I 1 SECOND FLOOR PLAN 2 ft H: it 11x17 SCALE: 1/8" = 1'-0" 24x36 SCALE: 1" = 20'-0" 0 GENERAL NOTES: pee m o N 9, 1r 8 a 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, NEASTER Fi CLOSET 202 I L AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR Q H: T-6" q o<floortype> RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS HVAC RETURN 2. SEE SHEET A.20, DETAIL#1, FOR WINDOW WELL REQUIREMENTS cc 1. c N N 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS 4.5C. 7 )C ' O i� 4. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. 5. PROVDE 2X6 BLOCKING FORALL RAILINGS 30"-36" A.F.F. - A: 143.45 q ft 6. PROVIDE 2X6 BLOCKNG FOR VANITIES 26" - 32" A.F.F. IN BATHROOMS H: T-6"1 'V 0 0 HASTE BAT H DINING BELOW 'I A: 14 2 ft H: it r Q O N pee m o N 9, 1r 8 a NEASTER Fi CLOSET 202 I L Ai 60.48 sq ft Q H: T-6" q o<floortype> HVAC RETURN �p 7 .15 • 3 O 4 OPEN TO 80 •� DINING BELOW 'I OPEN TO v ENTRY • BELOW 9, 1r w L4iJ 2 3 0 A: 52.83 sq ft va° ih in 3'-5 H: T-6„ floor type> 20 A'- 4 m cc 1. c N N 4.5C. 7 )C ' O i� 12,_10va BEDROO #3 2 5B N 205 - A: 143.45 q ft H: T-6"1 floortype> A 2066 <floortvq 3,w2„ 0 JO K 3,_8""'v8° 5'-5 T L — — — — A.11 I I 2 BEDROOM #21 203 A: 173.10 sq ft H: T-6" floortype> 1 ft 0 M I5/8" E (�l or Wheat Ridge O N O 3 LLI � ~ w� LL. Q K o m0 O�ZOO w _ m Ng>> OmLua 3 J_ F W J Z 0 WLLI_ J < Z VQ< m M M w c) w00 F- O J W Z C) r M = i Lu z z m L:Z U O o Z O Lu in > Lu g ¢ m J Z:) Z o J Lu Q z z z z SECOND L FLOOR PLAN A.7 LEGEND O O O O O O O O 00 %� 0 SPOT ELEVATION + M M N O CONCRETE N ¢ ¢ 1 EXTERIOR OVERHANGS 34' 111/2" rl III � INTERIOR OVERHEAD 1 O SOFFIT Q FACE BRICK O STONE pp 15 W H RAILING 1 HR FIREWALL I RADON MITIGATIONZ I SYSTEM; RE: 1/A.16 33-5 /2 1 Z W N w ¢ Occm O p o W a t w a� 3 1 U) - -�- - N o .25" /12" SLOPE (MINIMUM) 2 F W J W0 z J Q CV 1 tlQ< EO W a m O - M c� N M M 5 O W O 4 O - - - - - - - - - - - - w mo// CO A.11 LI_ O J Q � Z — C � 00 15 I I CV W M I I >_ W W O W � z —i > N N U O O Z 0 M a� 1 LU LU W W a Cn 2 m O O w z a z N THIRD FLOOR PLAN ® 11x17 SCALE: 1/8" = 1'-0" o o w"I of 24x36 SCALE: 1" = 20'-0" 6 O \I \ GENERAL NOTES: Wheat Ridge 1. #Fire Wall Location 1 Prima & #Fire Wall Location 2 Prima WALL OF HOUSE AND #Fire Wall Location 1 (Ga)rage) WALL OF GARAGE SHALL ONE HOUR 4 0 �I all MII all RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 2. SEE SHEET A.20, DETAIL #1, FOR WINDOW WELL REQUIREMENTS 59'-01/4" Building Dhftm ROOF PLAN 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS 4. PROVIDE BLOCKING FOR ALL BARN DOOR TRACKS, 2X8 BLOCKS ABOVE R.O. 5. PROVIDE 2X6 BLOCKING FORALL RAILINGS 30"-36" A.F.F. 6. PROVIDE 2X6 BLOCKING FOR VANITIES 26" - 32" A.F.F. IN BATHROOMS A.8 ROOF PLAN 6'-6" SECOND FLOOR 9,_6„ EXPOSED TIMBER FIRST FLOORo" FRONT ELEVATION 11x17 SCALE: 1" =10' 0 0 0 0 0 0 ROOF PLAN 1 SECOND FLOOR4 9,_6„ FIRST FLOOR 6HJCr W IVC/� LEFT ELEVATION 11x17 SCALE: 1" =10' f•ZS'1KY.Y�79��iII��iHi7Y GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 2. SEE SHEET A.20, DETAIL #11, FOR WINDOW WELL REQUIREMENTS 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS HOUSE SURFACE MATERIAL CALCULATIONS BULK PLANE STUDY Al + A2) / 2 = PRIMARY IL MATERIAL TOTAL BASE PLANE 0 PRIMARY BASE PLANE MATERIAL W X,XXX SF AVERAGE ELEVATION: MATERIAL X X,XXX SF 5,451 + 5,452 / 2 = 5,451.5 � u' MATERIAL Y X,XXX SF REAR BASE PLANEAVERAGE ELEVATION: 0 3 MATERIAL Z X,XXX SF 5,450 + 5,453 / 2= #Rear Base Plane (Average) NORTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% SOUTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% OA @)@ D E OF OG HO OI JO 5-4" V-11" 14'-41/2" 1'-101/4 6'-6U4„ 6_63/4" 7'-51 /2"8'-51 1.3'_81/4„ C" of Wheat Ridge M M F— C) LL] c) LL] 00 0�p F- (.) LLI J Z C) Q CV LLI M = Lu Q Z m } Z H � U � O o Z 2 O w in > Cn Lu 2 M m J Z:) in M Lu Z Z : j j j ji ELEVATIONS A.9 cc LEGEND ~ > w� Z Z w N C < ZONE LOT SETBACK — — — — — — — — — U O 65% / 35% ZONE LOT DEPTH LINE • • • • • • • • • • • • • • • • • • • • • • • z U SPOT ELEVATIONS @ORIGINAL GRADE 0 N ' > m Z BULK PLANE — — — — — — — —G o BASE PLANE �+ EXSISTING GRADE ELEVATION MATERIAL TAG O J U J Z � w ELEVATION MATERIALS: 1. BRICK- PAINTED WHITE: GLIDDEN STUCCO & MASONRY EXT. PAINT v ¢ o 2. SIDING: BOARD AND BATTEN SMOOTH 1"/2"- PAINTED WHITE: GLIDDEN EXT. 3. SIDING: BOARDAND BATTEN SMOOTH 1"/2"- PAINTED GREY: GLIDDEN EXT. m 4. STANDING SEAM METAL ROOF- COLOR: BLACK 5. PAINTED FASCIA- COLOR: GLIDDEN EXT. BLACK NORTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% SOUTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% OA @)@ D E OF OG HO OI JO 5-4" V-11" 14'-41/2" 1'-101/4 6'-6U4„ 6_63/4" 7'-51 /2"8'-51 1.3'_81/4„ C" of Wheat Ridge M M F— C) LL] c) LL] 00 0�p F- (.) LLI J Z C) Q CV LLI M = Lu Q Z m } Z H � U � O o Z 2 O w in > Cn Lu 2 M m J Z:) in M Lu Z Z : j j j ji ELEVATIONS A.9 ROOF PLAN 1 SECOND FLOOR i FIRST FLOOR —0 BACK ELEVATION 11x17 SCALE: 1" =10' f•ZS'1KY.Y�79��iII��iHi7Y 0 0 0 0 0 0 GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS 2. SEE SHEET A.20, DETAIL #11, FOR WINDOW WELL REQUIREMENTS 3. SEE SHEET A.29 FOR TOP OF FOUNDATION WALL SPOT ELEVATIONS ROOF 16'-6" SECOND 9'_6" FIRST FLS We 1,_6„tel 1 RIGHT ELEVATION HOUSE SURFACE MATERIAL CALCULATIONS MATERIAL TOTAL MATERIAL W X,XXX SF MATERIAL X X,XXX SF MATERIAL Y X,XXX SF MATERIAL Z X,XXX SF BULK PLANE STUDY (Al + A2) / 2 = PRIMARY BASE PLANE PRIMARY BASE PLANE AVERAGE ELEVATION: 5,451 + 5,452 / 2 = 5,451.5 REAR BASE PLANE AVERAGE ELEVATION: 5,450 + 5,453 / 2= #Rear Base Plane (Average) LEGEND ZONE LOT SETBACK — — — — — — — — 65% / 35% ZONE LOT DEPTH LINE • • • • • • • • • • • • • SPOT ELEVATIONS @ ORIGINAL GRADE BULK PLANE — — — — — — — — BASE PLANE EXSISTING GRADE ELEVATION MATERIAL TAG O ELEVATION MATERIALS: 1. BRICK- PAINTED WHITE: GLIDDEN STUCCO & MASONRY EXT. PAINT 2. SIDING: BOARDAND BATTEN SMOOTH 1"/2"- PAINTED WHITE: GLIDDEN EXT. 3. SIDING: BOARDAND BATTEN SMOOTH 1"/2"- PAINTED GREY: GLIDDEN EXT. 4. STANDING SEAM METAL ROOF- COLOR: BLACK 5. PAINTED FASCIA- COLOR: GLIDDEN EXT. BLACK NORTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% SOUTH ELEVATION: XX WINDOW SQFT. / XX TOTAL WALL SQFT. = XX% JO OI OH OG OF @@ @@) OA '-81/4"li 8'-5U2" L T-51/2" L 6'-63/4" L6' -6U4" 1't10L4„ 14'-4U2" 11x117 5'-4" L 11x17 SCALE: 1” =10' RE: 1/A.16 C" or Wheat Ridge J F2co 2 W Www z v¢Qp m M M F— C) LL] c) LL] 00 0�p F- (.) J LLI Z C) F- < CV LLI M = Lu z m > z 0 U O Z 2 O w cn > Cn Lu 2 M m J D in M Lu Z Z j j j ji ELEVATIONS LEGEND BULK PLANE STUDY O O O O O O SPOT ELEVATION Al +A2) / 2 =PRIMARY BASE PLANE D L 18'-43/4 L 18'-103/4 L 14'-1" 3'-111/4 L L T-81/2" L BULK PLANE — — — PRIMARY BASE PLANE BASE PLANE AVERAGE ELEVATION: EXSISTING GRADE 5,451 + 5,452 / 2 = 5,451.5 REAR BASE PLANE AVERAGE ELEVATION: 3 ROOF PLAN, Lu _ Rear Base 16'-6" Plane (Average) ) BEDR M 3 LAUNDR [EIESECOND MA TER ENTRY MASTER BATH CONCRETE CALCULATIONS: Lu i w w a FOUNDATION WALLS= +/_TBDft3 U) O IL Lu FLOOR BASEMENT FOUNDATION SLAB= +/- FOUNDATION FOOTERS=+/_TBDft3 O Lu Oo N> 9'-6" I ENTR DININ ROOM _ COLOMN PAD IN SLAB= +/- TBDft3 FRONT PATIO SLAB- +/_TBDft3 0 > m mz BACK PATIO SLAB= +/_ TBDft3 TOTAL VOLUME OF CONCRETE FOR HOUSE= +/_ TBDft3 LU O p 3 IT HEN MUDR M T RA E J FIRST FLOOR,. z w J � z m MECHANICAL/ UNFINISHED FLE R M STORAGE BASEMENT/FOUNDATIONS M M H O LU 00 jjj BUILDING SECTION A 0� O 1 11x17 SCALE: 1" 10' Lu J Q K JO OI OH OG OF E D C B OA Z� 5'-5" 3'-81/4" 8'-51/2" elkT-51/2" k6'-63/4" 6'-61/4" k kl,_10114" 14'-41/2" 1'-1111 ,-4„ Q CV LLI M >_ ROOF PLAN, 16'-6" _ W a SECOND FLOOR, } 9'-6" m Z ENTR DININ ROOM � p p Z 2 Lu p cn e > ¢ Cn 00 m FIRST FLOOR, Z Cn11M J 0" M -- a F- Z -1'-6" Z FLE R M / � � —I 24x36 SCALE: 1/2" = 1'-0" GENERAL NOTES: BASEMENT/FOUNDATIONS Wheat Ridge 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, -10,-0„ o N M AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS SECTIONS 2 BUILDING SECTION B Building Divison 11x17 SCALE: 1" = 10' A.11 OA @@ @@ OF O HO OI JO K 5'-4"L, 1'-11" L L 14'-41/2" 1'-101/4" L I. 6'-61/4" L 6'-63/4" L 7'-51/2" L 8'-51/2' L L3' -81/4'T '-5" ROOF PLAN 16'-6" ME HANI A UNFINISHED STORAGE SECOND FLOOR 9'-6" FIRST FLOOR IIJI HVAC BASEMENT/FOUNDATION: n, BUILDING SECTION C 11x17 SCALE: 1" =10' f •Z S'1KY.Y�79 � �i If �� H I Qi7 Y GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS f M3. ROOF PLAN 16-6" SECOND FLOOR 9'-6" FIRST FLOOR„ 0" BASEMENT/FOUNDATIONS -10'-0 . BUILDING SECTION D 11x17 SCALE: 1" =10' ARA E OA @@ 54"1, 1'-11" i. i, LEGEND BULK PLANE STUDY SPOT ELEVATION Al +A2) / 2 = PRIMARY BASE PLANE BULK PLANE — — — PRIMARY BASE PLANE BASE PLANE AVERAGE ELEVATION: EXSISTING GRADE 5,451 + 5,452 / 2 = 5,451.5 REAR BASE PLANE AVERAGE ELEVATION: 5,450 + 5,453 / 2= #Rear Base Plane (Average) CONCRETE CALCULATIONS: FOUNDATION WALLS= +/_ TBDft3 BASEMENT FOUNDATION SLAB= +/_ TBDft3 FOUNDATION FOOTERS= +/_ TBDft3 COLOMN PAD IN SLAB= +/- TBDft3 FRONT PATIO SLAB= +/_ TBDft 3 BACK PATIO SLAB= +/_ TBDft3 TOTAL VOLUME OF CONCRETE FOR HOUSE= +/_ TBDft3 D E OF OG HO OI JO M M F— O W c) W 00 0�O F- U) W J Z Q CV W M = Lu z z m 0 � O o Z 3 0 w n > Cn W 2 M m J Z:) in Z W Q Lu F- H Z Z SECTIONS I A•12 j LEGEND BULK PLANE STUDY SPOT ELEVATION (A1 +A2) / 2 = PRIMARY �+ BASE PLANE 1 2 3 4 5 V BULK PLANE — —— PRIMARY BASE PLANE W T-81/2' 3'_111/4" 14'-1" 18'_103/4" 18'-43/4" BASE PLANE AVERAGE ELEVATION: EXSISTING GRADE 5,451 + 5,452 / 2 = 5,451.5 REAR BASE PLANE AVERAGE ELEVATION: 5,450 + 5,453 / 2= #Rear Base ROOF PLAN Plane (Average) w 16'-6" > W Z Z LLI N CONCRETE CALCULATIONS: w a FOUNDATION WALLS= +/_TBDft3 C w O BEDR M W I. BATH 3 BASEMENT FOUNDATION SLAB= +/_ TBDft3 IL G 2 O ZU #2 FOUNDATION FOOTERS= +/_ TBDft3 Z p 0 COLOMN PAD IN 0 SECOND FLOOR _ FRONT PATIO SLAB= 6/-TBDft3 �1' ' z m 9'-6�� ENTR DININ BACK PATIOSLAB=+/-TBDft3 G m p ROOM TOTAL VOLUME OF CONCRETE FOR HOUSE= +/_ TBDft3 3 P WDER PANTR J ARA E F�J W ui FIRST FLOOR, W z z a 01. FILE UE T ME RANI AL ROOM BATH 1 UNFINISHED STORAGE ('� M BASEMENT/FOUNDATIONS w O - LLI ap 0� Q T11x17SCALE:1" BUILDING SECTION E = 10' provide hand railsO 00 O O O J w Q T-81/2' 3'-111/4" 14'-1" 18'-103/4" 18'-43/4" Z) [Y � Q CV LLI M >_ ROOF PLAN, _ 16'-6" MA TER BEDROOM SECOND FLOOR, W /'y�7 ., 9'-6" a atcc Z cb m > z PLA R M Q p Wheat Ridge BATH PLA R M LIVIN R M o� 3:o w � FIRST FLOOR, W 2 Building Divimn o" — J Cn n W P- _ ME HANI AL Z Z UNFINISHED STORAGE BASEMENT/FOUNDATIONS \ 24x36 SCALE: 1/2" = 1'-01. -10'-0" GENERAL NOTES: 1. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, o N M a AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR i� BUILDING SECTION F RATED U305 UNDER UL 263 WALL ASSEMBLY, SEE PLANS L provide fire protection of floors in accordance with 302.13 SECTIONS 11x17 SCALE: 1" = 10' A.13 24X36 Scale: 1/2" = 1'-0" NOTES: Q". 1. NO HARDSCAPE WINDOW WELL CAN BE Wall Location 1 (Primary) & #Fire CONNECTED TO THE PERIMETER DRAIN Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 2. PIPING IN WINDOW WELL CONNECTING TO (Garage) WALL OF GARAGE SHALL BE PERIMETER DRAIN MAY SERVE AS ONE HOUR RATED U305 UNDER UL 263 OVERFLOW DRAINS ONLY,THE DRAINS MUST WALL ASSEMBLY, SEE PLANS BEA MINIMUM OF 6 INCHES ABOVE THE COMPACT EARTH AND 6 INCHES BELOW THE BOTTOM OF THE WINDOW. ROOF PLAN 16'-6"� SECOND FLOOR 9'-6" BRICK WALL ASSEMBLY FACE BRICK AIRSPACE EXTERIOR SHEATHING 2X6 FRAMING AND BATT INSULATION INTERIOR DRYWALL FIRST FLOOR 0" BASEPLANE� -l'-6" O Z u O p U J cn J � Q X r5 BASEMENT/FOUNDATIONS 1r—)-10'-0" i i I VALLASSEMBLY ;K t SHEATHING ING AND BATT INSULATION DRYWALL ROOF PLAN, 16'-6"— SECOND FLOOR, 9'-6"— FIRST FLOOR, 0"— BASEPLANE -1'-6"— M— n X 1 BASEMENT/FOUNDATIONS�� -10'-0 0 BOARD AND BATTEN ASSEMBLY 'I"/2" VERTICAL BOARD AND BATTEN EXTERIOR SHEATHING 2X6 FRAMING AND BATT INSULATION INTERIOR DRYWALL a d ° . .a c a °. Wheat Ridge a 0 W 0 w F- > w� Lu Q K o �O �Z OOw O _ N'0 > > z O m a LU 0 M M F— O W c) W00 0�O 'F-'^ U V! W J Z C) r Qr CV W M = Lu z z m > z L: O O o z O W Cn > Cn Lu 2 ¢ m J Z:) Z M J W Q z z o I� IN IM la WALL SECTIONS A.14 24X36 Scale: 1/2" = 1'-0" NOTES: 1. NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE PERIMETER DRAIN 2. PIPING IN WINDOW WELL CONNECTING TO PERIMETER DRAIN MAY SERVE AS OVERFLOW DRAINS ONLY,THE DRAINS MUST BEA MINIMUM OF 6 INCHES ABOVE THE COMPACT EARTH AND 6 INCHES BELOW THE BOTTOM OF THE WINDOW. 00 3. #Fire Wall Location 1 (Primary) & #Fire Wall Location 2 (Primary) WALL OF HOUSE, AND #Fire Wall Location 1 (Garage) WALL OF GARAGE SHALL BE ONE HOUR RATED U305 UNDER UL 263 WALLASSEMBLY. SEE PLANS 1 1-1017/64" ROOF PLAN 16'-6" SECOND FLOOF 9'-6 FIRST FLOOR BASEPLANE O Z I I _O p U U J cn Q� X 5 BASEMENT/FOUNDATION -10'-0"S a BOARD AND BATTEN ASSEMBLY 'I"/2" VERTICAL BOARD AND BATTEN EXTERIOR SHEATHING 2X6 FRAMING AND BATT INSULATION INTERIOR DRYWALL a I BASEMENT/FOUNDATIONS, -10'-0" %ND BATTEN ASSEMBLY CAL BOARD AND BATTEN SHEATHING NG AND BATT INSULATION DRYWALL F CRY of 1 Wheat Ridge cc Lu > w� Lu Q K o UO O �ZOU _ U w N�>z z O m a LU 0 J ILU .-2 u) 2 W W � W Z C1 Q m M M F— O � w LLJ c) LL O 'F-'^ U V! W J Z Q CV W M = W z z z I= � U O o z 0 W Cn > W M CO J Cn Z M J W Q F Z Z WALL I SECTIONS ❑❑A A A [ILI ❑ ❑❑ o L HE I " +� ❑❑91-11❑ 1111❑ _ � 5'-6" A B C D E F G H I J W� w a � WINDOW LEGEND�° a w z U WINDOW SCHEDULE °x o ° W SCALE: 1:1.57 H z ROOM ID QUANTITY WIDTH HEIGHT SILL HEIGHT MANUFACTURER CODE c o BASEMENT/FOUNDATIONS, 002 3 J 1 5'-0.. 4'-0" 2'-0" ANDERSEN 2953 } J BASEMENT/FOUNDATIONS, 004 F w co J 2 5'-0" 4'-0" 2'-0" ANDERSEN 2953 J Q z FIRST FLOOR, a A 1 4'-6" T-111/2" 0.. ANDERSEN 2953 `° FIRST FLOOR, 100 A 1 4'-6" T-111/2" 0.. ANDERSEN 2953 M M FIRST FLOOR, 101 p B 3 2'-6" 5'-6" 2'-6" ANDERSEN 2953 W 00 vz�� W C 2 5'-6" T-11 0.. ANDERSEN 2953 0� O D 1 3'-0" 8'-0" 0.. ANDERSEN 2953 H U FIRST FLOOR, 103 J W E 1 7'-0" 2'-0" 6'-0" ANDERSEN 2953 Q FIRST FLOOR, 106 Z B 2 2'-6" 5'-6" 2'-0" ANDERSEN 2953 STANDARD WINDOW DETAIL 01 FIRST FLOOR, 108 11x17 SCALE: 1/2" = 1'-0" N W B 1 2'-6" 5'-6" 2'-0" ANDERSEN 2953 M >_ SECOND FLOOR, F 3 4'-6" 6'-6" 6" ANDERSEN 2953 SECOND FLOOR, 100 F 3 4'-6" 6'-6" 6" ANDERSEN 2953 SECOND FLOOR, 200 F 2 4'-6" 6'-6" 0" ANDERSEN 2953 2 1 1 2'-51/2" 6'-6" 0" ANDERSEN 2953 z z SECOND FLOOR, 201 Wheat Ridge z G 2 2'-6" 4'-6" 2'-0" ANDERSEN 2953 ° H 1 4'-0" 2'-0" 4'-6" ANDERSEN 2953 3 0 Building MINIM W cn SECOND FLOOR, 202 u m G 1 2'-6" 4'-6" 2'-0" ANDERSEN 2953 z SECOND FLOOR, 203 W Z z G 2 2'-6" 4'-6" 2'-0" ANDERSEN 2953 STANDARD WINDOW DETAIL 02 SECOND FLOOR, 204 11x17 SCALE: 1/2" = 1'-0" G 1 2'-6" 4'-6" 2'-0" ANDERSEN 2953 H 2 4'-0" 2'-0" 4'-6" ANDERSEN 2953 SECOND FLOOR, 205 N G 2 2'-6" 4'-6" 2'-0" ANDERSEN 2953 WINDOW SCCHHEDUULL E SECOND FLOOR, 206 WITH PROP LE & H 1 4'-0" 2'-0" 4'-6" ANDERSEN 2953 A. ITEM A B C D E DOORSCHEDULE DOORLEGEND ROOM ID QUANTITY WIDTH HEIGHT MANUFACTURER CODE REMARKS ITEM BASEMENT/FOUNDATIONS, 002 SCALE: 1:1.34 A 1 2'-6" 6'-8" Masonite 3080 B B 1 4'-0" 6'-8" Masonite 3080 E C 1 4'-0" 6'-8" Masonite 3080 E BASEMENT/FOUNDATIONS, 003 A 1 2'-6" 6'-8" Masonite 3080 B B 1 2'-6" 6'-8" Masonite 3080 C BASEMENT/FOUNDATIONS, 004 A 1 5-0" 6'-8" Masonite 3080 G FIRST FLOOR, A 1 2'-6" 6'-8" Masonite 3080 B FIRST FLOOR, 100 A 1 3-0" 8'-0" Masonite 3080 A B 1 13'-6" 8'-0" Masonite 3080 H C 1 2'-6" 6'-8" Masonite 3080 C FIRST FLOOR, 101 A 1 3-0" 8'-0" Masonite 3080 A FIRST FLOOR, 103 A 1 2'-6" 6'-8" Masonite 3080 B B 1 5-0" 8'-0" Masonite 3080 D C 1 5-0" 8'-0" Masonite 3080 D D 1 4'-0" 6'-8" Masonite 3080 E FIRST FLOOR, 104 A 1 2'-6" 6'-8" Masonite 3080 B FIRST FLOOR, 105 A 1 2'-6" 6'-8" Masonite 3080 C FIRST FLOOR, 106 B 1 2'-6" 8'-0" Masonite 3080 B FIRST FLOOR, 107 A 1 2'-6" 6'-8" Masonite 3080 C FIRST FLOOR, 108 A 1 2'-6" 8'-0" Masonite 3080 B FIRST FLOOR, 109 A 1 10'-0" 8'-0" Masonite 3080 F B 1 10'-0" 8'-0" Masonite 3080 F C 1 2'-6" 6'-8" Masonite 3080 B D 1 2'-6" 6'-8" Masonite 3080 B FIRST FLOOR, 110 A 1 2'-6" 8'-0" Masonite 3080 B SECOND FLOOR, 200 A 1 3-0" 6'-8" Masonite 3080 B B 1 5-0" 6'-8" Masonite 3080 E SECOND FLOOR, 201 A 1 2'-6" 6'-8" Masonite 3080 B B 1 2'-6" 6'-8" Masonite 3080 B C 1 2'-0" 6'-111/2" Masonite 3080 1 SECOND FLOOR, 202 A 1 2'-6" 6'-8" Masonite 3080 C SECOND FLOOR, 203 A 1 2'-6" 6'-8" Masonite 3080 B B 1 5-0" 6'-8" Masonite 3080 E SECOND FLOOR, 204 A 1 2'-6" 6'-8" Masonite 3080 C B 1 2'-6" 6'-8" Masonite 3080 C SECOND FLOOR, 205 A 1 2'-6" 6'-8" Masonite 3080 B B 1 2'-6" 6'-8" Masonite 3080 B SECOND FLOOR, 206 B 1 2'-6" 6'-8" Masonite 3080 B SECOND FLOOR, 207 A 1 2'-6" 6'-8" Masonite 3080 B 39 1 STANDARD DOOR DETAIL 01 11x17 SCALE: 1/2" = 1'-0" 2 STANDARD DOOR DETAIL 02 11x17 SCALE: 1/2" = 1'-0" uny of Wheat Ridge 4 3 STANDARD DOOR DETAIL 03 11x17 SCALE: 1/2" STANDARD DOOR DETAIL 04 11x17 SCALE: 1/4" = 1'-0" W F- > w� Z a uJ o o � � 0 �o oo0 xonW z z omauJ 3 J M M F— c) W O W�/ o0 0L O 'F'^ U V! J Z r r N W M = i Lu Q m z Q w 0 w Lu J Q z w Lu F - z DOOR SCHEDULE WITH PROFILE & TSP.2ro SIMPSON STHD' FROM FOUNDAI SIMPSON STHD1 FROM FOUNDAI F' i I I I I I I I I 2 2 ' I I 24" FTG. (TYP. EXCEPT AS NOTED) I 9" WALL (TYP. AT LOWER LVL. EXCEPT WHERE NOTED.) I I 1 A I I St S I = T— - - L. SIMPSON STHD10RJ STRAPS FROM FOUNDATION 5r,,_?" 7'-3 1/8" O 16'-2 7/8" WIND DESIGN 29'-0" SOLID AFTER BEAM IS SET. (TYPICAL EXCEPT WHERE NOTED), AT BASEMENT D SEISMIC HIGH x 5' DEEP BEAM POCKETS, WINTER O PROVIDE 1/2' DIA. x 12' LONG AIR MEAN S1 S2 O,C, WITH MIN, 2 BOLTS PER PIECE, SNOW LOCATE ONE BOLT WITHIN 12' OF EA, +1 DESIGN CATEGORY END OF EA, PIECE. (TYPICAL) �SIMPSON STHD10 STRAPS co O PROVIDE ADEQUATE WALL BRACING FOR FROM FOUNDATION HAZARDS ALL BASEMENT WALLS OVER 16'-0 LONG _ 0 LOAD PRIOR TO PLACING BACKFILL AGAINST WALLS. DO NOT REMOVE BRACING UNTIL Line Depth BASEMENT AND 1st FLOOR FRAMING cu r------ -------------------------------------------------- TEMP 44 SLAB TO HAVE POSITIVE SLOPE AWAY -I "B" FROM BUILDING, 36" O5 REFER TO DETAIL '1' FOR DEEP Yes 1979 Firm BASEMENT WINDOW REINFORCING, (TYP,) M © TURN DOWN SLAB EDGE 12' BELOW FINISHED GRADE BY 8' WIDE. REINFORCE WITH 1-#4 CONT, TOP AND BOTTOM, r---- - - - - - - - - - - ------------------------------------- SUPPORT EDGE ON 8' OR 10'0 PIERS ISIMPSON STHD10 STRAPS ;� I I I � I E I I ORJ STRAPS S1 S2 � Dm ION s1 s GARAGE � 4 CON(. SLAB ON GROUND ------ ---------------- ______J ih I I ------------------------ �1 7/8" j cu I I � I I • NOTCH FDN. 12" MAX. FOR j • L DOOR & MAINTAIN 16' MIN. " ---------- BTWN. ROWS OF REINF. I I 16'-1" 6'-0 1/8' I I I j I CRAWL SPACE I � I co i8" WALL (TYP. AT UPPER I m I I LVL. EXCEPT WHERE NOTED.) E 1 St S E STEP J BOT. OF D I FON. 5'-0"t S1 S2 STEP TOP OF STEP BOT. OF S1S2 — - - i 3'-6"t FDN. 5'-0"f I I �} r--------- kFDN* --- --- ------------------ - - - - L-----------------------. L----- ---- STEP BOT. OF j r----- - -- ---------- + STRAPS FDN. 5'-0't I 3 _4" A u- 8'-5 3/8" ONJ 6" u- 1 I 14'-4 5/8" $1 $2 = r - I I M I I I 1 I I I I I I I I L J _ I I A PAD SIS j 24" x 24" x 14" THICK 4'-0"± I W/3-#4 EA. WAY BOT. � • I I • I 4 I I I i I i i I I I 4 I I 21'-7 3/4" 1 1 I I I I 11'-4 5/80±-7 q I I 12'-1 5/8" S1 S2 S1 S I • I I . 9 ----------------------------------------- L- -------- ----------- • I I I W10x 6 CONT I I , • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ( N L L -110 I W A M PAD 3"0 ADJ. (SCH. 40) St S2 0 54 x 54 x 14 THICK--7STL. PIPE COL. (TYP.} r7 j • I I W/5-#4 EA. WAY BOT. SEE DET. "4" BASEMENT 4 CONC. SLAB ON GROUND I I I � ® I I I I I I 1 • � I I A I 5 S1 S2 I L____---____ _______________ ---------- I -J - " 5040 5040 5040 1• ---- —1 r---------1 r— — ------1 r--- — 1 r---------1 r -1 r----- -- r ---- ------- ir------ Imo- 0 30" FTGI tom- I o 30' FTG.I I = I I I I I u- �____I____J I co N 1 rt N I A L_ XB A L_ J A St S2 S1 S2 B S1 S 1 s1 s2 I s1 s2 I 8'-0 5/8' 20'-0 3/8" 20'-0 3/8" 8'-0 7/8' 4'-3 3/8" I 7'-6" 12'-6 3/8" 7'-6" 112'-6 3/8" 7'-6" I 4'-3 5/8" 18'-5" 8" 18'-0" 56'-2" IN 101- n 11111[1111 (SIMPSON STHD10 STRAPS FROM FOUNDATION PAD 24 x 24 x MIN. 3 -6 DEEP & TO SOLID BRG. I I I ( L-� J I ( A 7 I s1 s2 I I I I I I I I I I I I I I I I I I I I I I JSIMPSON STF 1 gnu Fry wn STRAPS I = I I t t I I I PAD 24' x 24' x MIN. 3'-6" DEEP & TO SOLID BRG. OFIELD LOCATE PAD OR CAISSON UNDER ROOF OR DECK SUPPORT POST, PROVIDE 12 GA. POST BASE WITH 1/2' DIA, ANCHOR BOLT FOR POST. PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & WRAP WITH 2 LAYERS OF 30 L.B. FELT WHERE THEY PASS THRU SLAB, (TYP.) Og PR❑VIDE A VOID SPACE BELOW PARTITIONS OVER SLAB ON GROUND, DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERT, MOVEMENT AT B❑TTOMi COVER W/ MOULDING, SEE DETAIL '3'. 99 WRAP PIPE COLUMNS AND UTILITY LINES W/ 3 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB, (TYPICAL) 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT PENETRATE SLAB. ABOVE NOTES Mn REFERENCED ON FOUNDATION PLAN DO NOT APPLY TO THIS PLAN, NOTE: SEE FRAMING PLANS FOR STRAPS TO BE EMBEDDED IN FOUNDATION WALLS. NOTE: VERIFY ALL DIMENSIONS AND CONFIGURATION PRIOR TO STARTING CONSTRUCTION. Wheat Ridge REFER TO SHEET S-2 FOR GENERAL NOTES AND SECTIONS O PROVIDE BEAM POCKET AND GROUT WIND DESIGN SOLID AFTER BEAM IS SET. (TYPICAL EXCEPT WHERE NOTED), AT BASEMENT LEVEL BEAMS PROVIDE 8' WIDE x 12' SEISMIC HIGH x 5' DEEP BEAM POCKETS, WINTER O PROVIDE 1/2' DIA. x 12' LONG AIR MEAN A307 ANCHOR BOLTS @ MAX.18' O,C, WITH MIN, 2 BOLTS PER PIECE, SNOW LOCATE ONE BOLT WITHIN 12' OF EA, mPcxtkcl.1c EffEC15 DESIGN CATEGORY END OF EA, PIECE. (TYPICAL) �SIMPSON STHD10 STRAPS co O PROVIDE ADEQUATE WALL BRACING FOR FROM FOUNDATION HAZARDS ALL BASEMENT WALLS OVER 16'-0 LONG ANNUAL LOAD PRIOR TO PLACING BACKFILL AGAINST WALLS. DO NOT REMOVE BRACING UNTIL Line Depth BASEMENT AND 1st FLOOR FRAMING cu ARE IN PLACE. TEMP 44 SLAB TO HAVE POSITIVE SLOPE AWAY YES "B" FROM BUILDING, 36" O5 REFER TO DETAIL '1' FOR DEEP Yes 1979 Firm BASEMENT WINDOW REINFORCING, (TYP,) M © TURN DOWN SLAB EDGE 12' BELOW FINISHED GRADE BY 8' WIDE. REINFORCE WITH 1-#4 CONT, TOP AND BOTTOM, to SUPPORT EDGE ON 8' OR 10'0 PIERS ISIMPSON STHD10 STRAPS FROM FOUNDATION � (SIMPSON STHD10 STRAPS FROM FOUNDATION PAD 24 x 24 x MIN. 3 -6 DEEP & TO SOLID BRG. I I I ( L-� J I ( A 7 I s1 s2 I I I I I I I I I I I I I I I I I I I I I I JSIMPSON STF 1 gnu Fry wn STRAPS I = I I t t I I I PAD 24' x 24' x MIN. 3'-6" DEEP & TO SOLID BRG. OFIELD LOCATE PAD OR CAISSON UNDER ROOF OR DECK SUPPORT POST, PROVIDE 12 GA. POST BASE WITH 1/2' DIA, ANCHOR BOLT FOR POST. PLACE POST BASE DIRECTLY ONTO PAD OR CAISSON & WRAP WITH 2 LAYERS OF 30 L.B. FELT WHERE THEY PASS THRU SLAB, (TYP.) Og PR❑VIDE A VOID SPACE BELOW PARTITIONS OVER SLAB ON GROUND, DRYWALL OR PANELING TO BE APPLIED TO ALLOW VERT, MOVEMENT AT B❑TTOMi COVER W/ MOULDING, SEE DETAIL '3'. 99 WRAP PIPE COLUMNS AND UTILITY LINES W/ 3 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB, (TYPICAL) 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT PENETRATE SLAB. ABOVE NOTES Mn REFERENCED ON FOUNDATION PLAN DO NOT APPLY TO THIS PLAN, NOTE: SEE FRAMING PLANS FOR STRAPS TO BE EMBEDDED IN FOUNDATION WALLS. NOTE: VERIFY ALL DIMENSIONS AND CONFIGURATION PRIOR TO STARTING CONSTRUCTION. Wheat Ridge REFER TO SHEET S-2 FOR GENERAL NOTES AND SECTIONS l J I Q 9 TABLE R301.2(l) — CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW WIND mPcxtkcl.1c EffEC15 DESIGN CATEGORY Weathering Frost Termite DESIGN TEMP UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) Line Depth REQUIRED INDEX TEMP 30 135 mph Vult. „0„ YES "B" Severe 36" Slight 1' F Yes 1979 Firm 1500 45' F Exp. l J I Q 9 9" SEE PLAN FOR L❑CATION OF 13' & 19' WALLS, I2—#5 TOP & BOT. CONT, +l 0 I POLY. o � #5 0 16 SEE PLAN 1 1/ CLR. SECTION "A" #5 0 18 HORIZ. CONT. #5 ® 16 VERT. REFER TO SOIL REPORT FOR 4' UNREINF. CONC. SLAB ON GROUND. ,3-#5 CONT. PROVIDE #5 x � L`0 DOWELS ® 16" MAX. (ALT. LEG IN FTG.) BEAR ON UNDISTURBED SOIL 1/2'=1'-0 NOTEt REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, 2-#5 CONT. TOP 4 WINDOW +I 0 I m CD_ BEAR ON UNDIS— TURBED S❑IL. SECTI❑N "B" U o D ADD 2-#5 X 12'-0 u z OVER WINDOW z / c 2-#5 TOP & BOT, CONT. 5'-4 WIND DESIGN 2" CLEAR (TYPICAL) 2-#4 X zD 0 AS SHOWN (1 EA. FACE) BOT. CONT, SEE SECT. 'A' FOR WALIL REIINF. WINTER � 2-#4 X M U M 2-#5 5'-4 AS SHOWN (1 EA. 'w FACE) REFER TO S❑IL REPORT FOR 4' UNREINF, C❑NC, SLAB ON GROUND. Frost 2-#5 T❑P, PROM DE x 1'-6 1 ®24" MAX. LAG SCREWS AS �_ 0 z z #4 x � DOWELS 0 8. ALT. 12" AS SH WN LEG IN FOOTING. 1/2'=1'-0 F 10" 2-#5 TOP & BOT. CONT. �r w Q ¢ � z CLR, O ~ ~ 0 3 P❑LY, I SEE PLAN FOR LOCATION OF 12' WALL. 8" REFER T❑ SOIL REPORT FOR 4' UNREINF. CONC. SLAB ON GROUND. PROVIDE #5 x 17L ® 12" MAX. 1'-0 GRADE AT AIR SPACE #5 ®16� CW/STRUCT. CONC. FLOOR) 3-#5 CONT. BEAR ON UNDIS- SEE TURBED SOIL. PLAN SECTION "C " 1/2'=1'-0 GARDEN LEVEL #4 TOP OUTSIDE FACE 4-#4 x 4'-0 BELOV POCKET. 3 INSIDE F ONE OUTSIDE FACE 4-#4x2'-04 CENTER ® POS of 2-#5 CONT. BOT, DETAIL "1" CAP PLATE, 1/4' X 4' X 6- W/2-3/32' X 1' X 0'-10 STEEL STRAPS WELDED TO BOT, OF PLATE FOR BEAM TIE DOWN \ I = BOLT TO w CAP PLATE 1/4 BRG. PLATE, 5/8' X 4' X 4', W/H❑LE FOR 1 1/4'0 BOLT X SLEEVE T❑ 3 0 BRG. PLATE /16 BRG. PLATE� TO COLUMN 3/1/ 67�/ I t__I 11tt� 11Lt� 1 r__I I DETAIL "4" SEE SECT. 'A' FOR DETAILS. (NO SCALE) STEEL BEAM, 1 1/4' DIA. X 6 1/2' SEE PLAN LONG, A325N BOLT I� 5* TURN DOWN SLAB TO BEAR ON FDN. WALL, MIN. 6' WITH PER, FDN, WALL DETAIL `2" (N❑ SCALE) CONCRETE HAUNCH X F- z W �D ~ X —) ¢ ra ¢ NUT FOR 1 1/4' DIA. _ STRAP A325N BOLT 1 1/4' LONG BOLT SLEEVE X WITH 3/32' WALL THICK- NESS WELDED TO BEARING PLATE 'X -X' 1/4' X 2' ROD WELDED TO BOTTOM OF BOLT I 3' DIA. STANDARD STL, NOTE. OPTION COLUMN BY SUPPLIER l PIPE COL. W/.216' WALL WITH ALLOWABLE WORKING LOAD THICKNESS - ASTM A53 CAPACITY OF 35,000 LBS. (GRADE B) OR A501 I PROVIDE BASE PL 1/2' X 4' X 6' (NOT SHOWN), SET ON LEVEL SURFACE & GROUT UNDER PLATE AT SURFACE IRREGULARITIES. WELD BASE PLATE TO COLUMN SIMILAR TO BRG, PLATE AT TOP OF COLUMN. (NO SCALE) 3' DIA, STANDARD STEEL PIPE COLUMN WITH ADJUSTABLE CAP ASSEMBLY OR OPTION BY SUPPLIER. CONCRETE "' J"-". WOOD 2X, NAIL SLAB T❑ SLAB DETAIL "3" 1'=1'-0 TYPICAL CONSTRUCTI❑N OF VOID SPACE FOR PARTITIONS ON SLAB CONTROL JOINT, SEE PLAN I I I I I I I I L J PLAN VIEW WRAP PIPE COL. PIPE COLUMN, SEE W/EXPANSI❑N JT, PLAN, PLACE COL, MATERIAL WHERE DIRECTLY ON TOP OF IT PASSES THRU FTG. PAD. SLAB 4' CONC, SLAB z REINF., SEE PLAN. a PLACE BARS 3' CLR, FROM BOTTOM. ,a "�"' BE ON FTG. PAD,Z UNDISTURBED SOIL. SEE PLAN SEE PLAN INTERIOR COLUMN FTG. DET, AT SLAB ON GROUND 1/2'=1'-0 REFER TO S❑IL REPORT FOR 4' UNREINF. CONC, SLAB ON GROUND. WIND DESIGN 2" CLEAR (TYPICAL) �2-#5 TOP & 2'-0 �0 3'-0 2-#4 X FOR 4'-0 LONG HAUNCH. (1 EA. FACE) BOT. CONT, CDf PARTITION SEISMIC WINTER � +I 2-#5 X EA. FDN. WALL, SEE 'w 3wcil CD WIND ro�cxtwnc Jwz Weathering Frost 2-#5 T❑P, PLAN FOR SECTION. UNDERLAYMENT HAZARDS LAG SCREWS AS a z z �rnPh)crs SIDE AS SH WN SEE WALL F REQD. FOR INDEX z MIN 135 mph Vult. "C" YES "8" SECTION 36" Slight 0- STABILITY 1979 Firm 1500 45' F Exp. w z (TYPJ - - - � DRILLED HOLE 2-#5 UNDER WIN- Q ~ J ~ ro DOW AS SHOWN II > MOULDING, NAIL FOUND BOT. ONLY 1 I i WAL - x] of 2-#5 CONT. BOT, DETAIL "1" CAP PLATE, 1/4' X 4' X 6- W/2-3/32' X 1' X 0'-10 STEEL STRAPS WELDED TO BOT, OF PLATE FOR BEAM TIE DOWN \ I = BOLT TO w CAP PLATE 1/4 BRG. PLATE, 5/8' X 4' X 4', W/H❑LE FOR 1 1/4'0 BOLT X SLEEVE T❑ 3 0 BRG. PLATE /16 BRG. PLATE� TO COLUMN 3/1/ 67�/ I t__I 11tt� 11Lt� 1 r__I I DETAIL "4" SEE SECT. 'A' FOR DETAILS. (NO SCALE) STEEL BEAM, 1 1/4' DIA. X 6 1/2' SEE PLAN LONG, A325N BOLT I� 5* TURN DOWN SLAB TO BEAR ON FDN. WALL, MIN. 6' WITH PER, FDN, WALL DETAIL `2" (N❑ SCALE) CONCRETE HAUNCH X F- z W �D ~ X —) ¢ ra ¢ NUT FOR 1 1/4' DIA. _ STRAP A325N BOLT 1 1/4' LONG BOLT SLEEVE X WITH 3/32' WALL THICK- NESS WELDED TO BEARING PLATE 'X -X' 1/4' X 2' ROD WELDED TO BOTTOM OF BOLT I 3' DIA. STANDARD STL, NOTE. OPTION COLUMN BY SUPPLIER l PIPE COL. W/.216' WALL WITH ALLOWABLE WORKING LOAD THICKNESS - ASTM A53 CAPACITY OF 35,000 LBS. (GRADE B) OR A501 I PROVIDE BASE PL 1/2' X 4' X 6' (NOT SHOWN), SET ON LEVEL SURFACE & GROUT UNDER PLATE AT SURFACE IRREGULARITIES. WELD BASE PLATE TO COLUMN SIMILAR TO BRG, PLATE AT TOP OF COLUMN. (NO SCALE) 3' DIA, STANDARD STEEL PIPE COLUMN WITH ADJUSTABLE CAP ASSEMBLY OR OPTION BY SUPPLIER. CONCRETE "' J"-". WOOD 2X, NAIL SLAB T❑ SLAB DETAIL "3" 1'=1'-0 TYPICAL CONSTRUCTI❑N OF VOID SPACE FOR PARTITIONS ON SLAB CONTROL JOINT, SEE PLAN I I I I I I I I L J PLAN VIEW WRAP PIPE COL. PIPE COLUMN, SEE W/EXPANSI❑N JT, PLAN, PLACE COL, MATERIAL WHERE DIRECTLY ON TOP OF IT PASSES THRU FTG. PAD. SLAB 4' CONC, SLAB z REINF., SEE PLAN. a PLACE BARS 3' CLR, FROM BOTTOM. ,a "�"' BE ON FTG. PAD,Z UNDISTURBED SOIL. SEE PLAN SEE PLAN INTERIOR COLUMN FTG. DET, AT SLAB ON GROUND 1/2'=1'-0 REFER TO S❑IL REPORT FOR 4' UNREINF. CONC, SLAB ON GROUND. _j PROVIDE #5 x 1'-6 ® 24" MAX. BEAR ON UNDIS- TURBED SOIL. SEE PLAN SECTION "D" 1/2•=1'-0 SECT, ELEV, BM, POCKET REINF (NOSCALE) INSIDE FACE DOWN 24" EA. IF POCKET. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, 8" 2-#5 TOP & BOT. CONT. w a' z ROUGHEN z� z ~� � z� POLY. o GRADE AT w - - CRAWL SPACE .I li— co ILII III it PROVIDE #5 x 1'-6 0 24" MAX. BEAR ON UNDIS- TURBED SOIL. SEE PLAN SECTION 'E' CRAWL SPACE [91syl1 "l m o 1. LIVE LOADS USED IN DESIGNi A. ROOF(SN❑W)--------------------------------------- 30 PSF B. FLOORS --------------------------------------------40 PSF C. LATERAL EARTH PRESSURE--------------------------- 55 PCF 2. CONCRETEi REFER TO SOIL REPORT FOR CEMENT TYPE, A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS (4,500 PSI WHERE REQD, SEE SOIL REPORT), B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. C. REINFORCING ALTERNATEi 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40. 3. STEEL, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -24B', 4. FOUNDATI❑N SOIL CRITERIAi DESIGN BASED ON RECOMMENDATIONS BY K❑RDZIEL ENGINEERING, INC., PROJECT NO. 2091, RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED, MAXIMUM S❑IL BEARING PRESSURE = 1,500 PSF (DL+LL) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. 6. GEI MUST OBSERVE FO❑TING AND WALL REINFORCING PRIOR TO CONCRETE PLACEMENT. F city or Wheat Ridge TABLE R301.2 1 — CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN �2-#5 TOP & H BOT. CONT, CDf SEISMIC WINTER � zw AIR MEAN 3wcil ROUGHEN WIND ro�cxtwnc Jwz Weathering Frost Termite DESIGN TEMP UNDERLAYMENT HAZARDS FREEZING _j PROVIDE #5 x 1'-6 ® 24" MAX. BEAR ON UNDIS- TURBED SOIL. SEE PLAN SECTION "D" 1/2•=1'-0 SECT, ELEV, BM, POCKET REINF (NOSCALE) INSIDE FACE DOWN 24" EA. IF POCKET. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED, 8" 2-#5 TOP & BOT. CONT. w a' z ROUGHEN z� z ~� � z� POLY. o GRADE AT w - - CRAWL SPACE .I li— co ILII III it PROVIDE #5 x 1'-6 0 24" MAX. BEAR ON UNDIS- TURBED SOIL. SEE PLAN SECTION 'E' CRAWL SPACE [91syl1 "l m o 1. LIVE LOADS USED IN DESIGNi A. ROOF(SN❑W)--------------------------------------- 30 PSF B. FLOORS --------------------------------------------40 PSF C. LATERAL EARTH PRESSURE--------------------------- 55 PCF 2. CONCRETEi REFER TO SOIL REPORT FOR CEMENT TYPE, A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS (4,500 PSI WHERE REQD, SEE SOIL REPORT), B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60. LAP BARS 24' MINIMUM AT SPLICES. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES. C. REINFORCING ALTERNATEi 1-#4 GRADE 60 MAY BE REPLACED WITH 1-#5 GRADE 40. 3. STEEL, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS. MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -24B', 4. FOUNDATI❑N SOIL CRITERIAi DESIGN BASED ON RECOMMENDATIONS BY K❑RDZIEL ENGINEERING, INC., PROJECT NO. 2091, RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED, MAXIMUM S❑IL BEARING PRESSURE = 1,500 PSF (DL+LL) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. 6. GEI MUST OBSERVE FO❑TING AND WALL REINFORCING PRIOR TO CONCRETE PLACEMENT. F city or Wheat Ridge TABLE R301.2 1 — CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER ICE SHIELD AIR MEAN Srypiq WIND ro�cxtwnc DESIGN CATEGORY Weathering Frost Termite DESIGN TEMP UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD �rnPh)crs Line Depth REQUIRED INDEX TEMP 30 135 mph Vult. "C" YES "8" Severe 36" Slight 1' F Yes 1979 Firm 1500 45' F Exp. (1500) GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. Roof Snow load .............................30 psf + drift loading (see plan) B. Floor................................................40 psf C. Wind...............135 mph Vult, exp. C (including 1.0 importance factor) D. Seismic Zone B 2. SOIL DATA USED IN DESIGN: Refer to soil data shown in general notes on Sheet S-2 of foundation plan. 3. EXCAVATION AND BACKFILL: A. A qualified soils engineer shall inspect the open excavation to verify the bearing material, approve compaction, and perform compaction tests. B. Basement concrete slab and wood framed main floor shall be installed, including attachment of foundation straps, prior to backfill of basement walls. C. Backfill material shall be thoroughly compacted at optimum moisture content as required in the soil report. D. The water table shall be kept below and away from the level of construction in all cases. E. The foundation bearing surfaces are to be kept dry and stable until the structures are complete and ready for backfilling. 4. CONCRETE: A. Design and construction shall be in accordance with ACI Building Codes, ACI 318 and ACI 301 -latest revision. B. All concrete to develop strength requirements as noted on foundation plans and in soil reports. C. All concrete shall be stone aggregate. D. See Architectural, Mechanical and Electrical drawings for sizes and locations of holes, sleeves, reglets, washers, bolts, notches, drips, anchors, inserts, etc. E. Construction joints between grade beams and walls and in slabs shall be keyed and doweled. Details per Engineer where allowed. F. Construction joints in walls shall not be allowed. G. Use air -entrained concrete of 5 - 7% air by volume. H. Calcium chloride shall not be used in any concrete or grout. 5. REINFORCEMENT: A. Design, detailing, fabrication and placement shall be in accordance with ACI Codes and Manuals, ACI 318, 315 -latest revision. B. Steel reinforcement shall be new, deformed billet steel, meeting ASTM Standard A615 -(latest revision), for all rebars, Grade 60. Shop drawings shall be marked accordingly. C. Reinforcement in all walls, grade beams and slabs shall be continuous around comers or comer bars provided. D. Lap all tension splices per ACI 318 -latest revision, Class B and all compression splices 30 bar diameters, except as noted. E. Provide a minimum of 2-#5 bars around openings, each face of steel, extend V-0" beyond the opening, unless detailed otherwise. F. Provide concrete protection for reinforcement as follows: 1. Concrete poured against earth ........................ 3" 2. Concrete poured in forms but exposed to ground or weather- a. eathera. Bars larger than #5 ............................. 2- b. Bars #5 or smaller .............................. 1-1/2' 3. Walls and slabs unless noted otherwise ................ 1 1/2' G. Provide galvanized or plastic -footed accessories for all concrete surfaces exposed to weather or view. H. Tack welding or welding of rebars shall not be permitted unless otherwise called for or approved by the engineer. 6. STRUCTURAL STEEL: A. Design, fabrication and construction shall be in accordance with the latest AISC Specifications. B. All structural steel shapes, plates and bars shall conform to ASTM Serial Designation A36 and all square and rectangular structural tubing shall conform to ASTM Serial Designation A500, Grade B. New and unspliced material shall be used throughout. C. All welding or gas cutting shall be in accordance with the current standards of the American Welding Society. All welding shall be performed by certified welders qualified by the American Welding Society Tentative Standard Qualification Procedure. Use E70 series electrodes. D. All bolted connections to have bolts conforming to ASTM A307. E. Provide form nail holes as required In all steel embedded in concrete. 7. WOOD: A. Except as otherwise indicated, comply with 'Manual for House Framing by National Forest Products Association, including nailing, anchorage, framing and bracing. C. Use Hem Fir No. 2 for all and joists. D. Grade Marking - Each piece of lumber shall bear the grade and trademark of the association under whose rules it is produced. E. Lumber - Shall be sound, thoroughly seasoned and free from warp. Unless otherwise indicated, provide dressed lumber, S4S, Kiln dried. F. Moisture Content - All lumber shall be kiln -dried with a maximum moisture content for structural lumber of 19%. G. Plywood panels shall be identified with grade trademark of APA and meet requirements of PS 1-83 and shall be the size and grade shown on plans. Plywood shall be APA, CDX rated sheathing grade. Oriented strand board of equivalent rating may be substituted for plywood. H. Preservative Treatment - Where lumber or plywood is indicated as 'Treated' or 'P.T." or is specified herein to be treated, comply with the applicable requirements of the American Wood Preservers Bureau (AWPB). I. All nails shall be common or ring shank. J. All lag bolts and nails exposed to weather shall be hot dipped galvanized. K. Install fasteners without splitting of wood; predrill as required. L. Discard units of material with defects which might impair the quality of the work, and units which are too small to fabricate the work with minimum joints or the optimum joint arrangement. 8. SUBMITTAL REQUIREMENTS: A. Submit premanufactured wood joists and micro -lam shop drawings and calculations stamped by a State of Colorado registered Professional Engineer prior to fabrication. 9. DIMENSION VERIFICATIONS: A. Verify all dimensions with architectural drawings. Any discrepancies shall be directed to architect. Dimensions shown on architectural drawings supersede structural drawings dimensions. B. Contractor to verify all dimensions detailed as such on drawings, prior to fabrication of structural steel components. C. Architect approval must be secured prior to all substitutions or changes. 10. BRACED WALL LINES: A. Braced wall panels are indicated on framing plans. All braced wall panels to consist of 2x wail framing members Q 16' o.c. with additional requirements per 2018 IRC. B. Exterior braced wall panels to be sheathed with 7/16" thick oriented strand board nailed with 8d nails 0 4" o.c. at panel edges and 12' o.c. to intermediate members. C. Interior braced wall panels to be sheathed with minimum 1/2" gypsum board on both faces except where noted on plan. Nail with 5d cooler nails 0 7" o.c. (6d cooler nails 0 5/8" gyp. bd.). D. Solid blocking panels must be installed above and below all interior braced wall panels in floor framing. Blocking to be attached to wall plates and floor sheathing with minimum 4-16d nails ® 12" o.c. E. All exterior braced wall panels to be nailed to wall plates with horizontal edges blocked. Lower level panels to attach to sill plate on foundation wall at lower edge and nailed to base plate of first level walls with edge nailing requirements. F. Refer to 2018 IRC for additional requirements. FRAMING NOTES 1. FRAMING LUMBER: 8. ALL EXTERIOR WALLS TO BE FRAMED WITH 2x STUDS AT 16' O.C. A. ALL FRAMING LUMBER TO BE HEM -FIR LARCH #2 AND BETTER. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. KING STUDS Fb= 850/978 psi, Fv= 75 psi, Fc= 1,250 psi, E= 1,300,000 psi. 1-2x6 EA. SIDE FOR EA. 3'-0 OF WINDOW WIDTH UNLESS NOTED. B. RFPI AND LVL'S (RIGID LAM) BY ROSEBURG CORP. OR EQUIVALENT. 9, ALL INTERIOR BEARING WALLS TO BE FRAMED WITH 2x STUDS AT 16' Fb= 3,100 psi, Fv= 290 psi, Fc= 750 psi, E= 2,000,000 psi O.C. WITH DOUBLE TOP AND SINGLE BOTTOM PLATE U.N.O. (ALL RIM MEMBERS WITH TJI'S TO BE 1 1/4" 11MBERSTRAND MATL.) 2. ALL HEADERS TO BE 2-2x10 UNLESS NOTED OTHERWISE ON PLAN. 3. PROVIDE MIN. 1-2x4 POST UNDER EACH END OF ALL BEAMS AND HEADERS UNLESS NOTED OTHERWISE ON PLAN. 4. PROVIDE SOLID BLOCKING UNDER ALL POSTS 2-2x AND LARGER. 5. SHEATH ALL EXTERIOR WALLS WITH 7/16" COX PLYWOOD (OR ORIENTED STRAND BOARD). NAIL PLYWOOD WITH 8d NAILS ® 4' O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE MEMBERS. REFER TO GENERAL NOTES, SECTION 10 FOR BRACED WALLS. 6. PROVIDE SOLID 2x RIM JOIST AT END OF ALL FLOOR JOISTS WITH DIMENSION LUMBER FLOOR JOISTS AND "TIMBERSTRAND" RIM JOIST AT ALL "TJl" FLOOR JOISTS UNLESS NOTED OTHERWISE. 7. ALL METAL CONNECTORS TO BE SIMPSON STRONG TIE OR EQUIVALENT. NOTE: ALL MULTIPLE FLOOR JOISTS TO BE BLOCKED SOLID AND GLUED & NAILED PER MFR. RECOMMENDATIONS. City or Wheat Ridge 11diing 10. GLUE AND NAIL ALL MULTIPLE MEMBERS 2-2x AND LARGER WITH 16d NAILS AT 6" O.C. FULLY BLOCK WEBS. GLUE AND NAIL ALL MULTIPLE 'TJI" FLOOR JOISTS. 11. ROOF SHEATHING TO BE MIN. 1/2' COX PLYWOOD AND FLOOR SHEATHING TO BE MINIMUM 3/4' T&G PLYWOOD GLUED AND NAILED OR ORIENTED BOARD EQUAL. 12. FRAMER RESPONSIBLE FOR MISSING HEATING AND PLUMBING RUNS. 13. PROVIDE SIMPSON H2.5 OR EQUAL AT ALL TRUSS AND ROOF RAFTER BEARING LOCATIONS. 14. ALL FRAMING TO BE IN CONFORMANCE WITH 2018 IRC. 15. PRE-ENGINEERED ROOF TRUSSES - ALL DESIGNS, BRACING, BLOCKING AND HANGERS BY TRUSS MANUFACTURER. TABLE R301.2(l) - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN GROUNDE SNOW DESIGN TEMP UNDERLAYMENT REQUIRED �� HAZARDS FREEZING INDEX ANNUAL TEMP NDDESIGN Weathering 9 Frost Termite LOAD (mPCATEGORY Line Depth 135 7979 30 Vul "B" Severe 36" Slight 1' F Yes Firm 1500 45' F Exp. F.fflCUSTOM RESIDENCE MAIN FLOOR FRAMING PLAN ,/4"=,'-D" wC,.4®3 97`10 � ® 4 3211 QUAILSTREET 1. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS. QUAIL RIDGE ESTATES 2. REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS. ! o ®m_ "�° WHEAT RIDGE, COLORADO ""IR=�WORKSHOP DENVER DATE JAN. 29, 2020 SHEET NO. BY LW"Ll STRUCTURAL ENGINEERS_F-1 CHECKED JM 6355 WARD ROAD, SUITE 308 • ARVADA, CO. 80004. 940-0996 JOB NO, W190268F1 nc. OF 3 TOP OF WALL FRMG. T_II------------------ i— ------i e_• •— L --T. SHEATH W 1/2" O.S.B. NAILED W%8d ® 4" 0.. TO ALL FRMG. MEMBERS it OVERHEAD DOOR HDR, SEE PLAN III III MIN. 5-2x POST ® CORNER POST, PER PLAN MIN. 3 III lli III lil III II MIN. 3– 1/2"0 ANCHOR BOLTS FROM FDN. WALL PLATE. SIMPSON STHD10 STRAP L _ _ FROM FON. SIMPSON STHD10 STRAP FROM FDN. TOP OF FDN. WALL PORTAL DETAIL "1" NO SCALE SHEATH BOTH SIDES OF WALL O.S.B. NAILED W/8d ®W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d 0 4" Q.C. PLATES TO BLOCKING/SUB–FLOOR ABOVE BELOW. 2-1 3/4" x 11 7/8" LVL (FLUSH) -------3-2x6 PC ------------ ALT. PANEL, SEE -- PORTAL "2" I ( r SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d 0 3" O.C. W/EDGES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d 0 4" O.C. PLATES TO BLOCKING/SUB–FLOOR ABOVE BELOW. LI0 ALT. PANEL, SEE`` PORTAL "2 L3x3x3/16 CONT. ANGLE. PROVIDE 3-2x6 POST HOLES FOR 1/2"0 x 4" LAGS'® 6" O.C. TO LVL'S & FOR —� 2-3/8"0 x 1 1/2" LAGS TO EA. FLOOR i 3-1 3/4" x 11 7/8" LVL (FLUSH) 1 2-1 3/4" x 11 7/8" LVL (FLUSH)- ------------------------- 3-2x6 POST/ PIECE OF DECKING. ROOF 410 R.. '0 30 0.C. 2x10>LEDGER W/4-1/4"0 x 5" LAG SCREWS 0 16" O.C. TO CENTER OF STUDS OR RIM (1 1/4" MIN.). W10x19 PROVIDE L3 x 3 x 3/16 x 0'-3 CUP ANGLE EA. SIDE' OF 46 TO STL. BM.� PROVIDE HOLES IN VERT. LEG FOR 1/4'0 x 1 3/4* LAG SCREWS & WELD TO TOP FLANGE OF BM. W/ 1/8" FILLET ALL–AROUND. (TYPICAL) ROOF – 2x4 ® 24" O.C. PERPENDICULAR TO 410'S W/O.S.B. OVER. ATTACH TO EA. TIMBER W/SIMPSON A35 & 3_2x6 POST 2-16d & BLOCK SOLID STAN. EA. OVER TIMBERS & 7/16" O.S.B. _ OVER NAILED TO 2x4'S. j 3-2x10 HDR. DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) SHEATH BOTH SIDES OF WALL W/ 7/16" O.S.B. NAILED W/8d ® 3" O.C. W/EDGES BLOCKED. I ALT. PANE SEE I PORTAL "2� --- 2-200 HDR. (TYPICAL— EXCEPT WHERE NOTED) NOTE: ALL EXT. & BRG.- WALLS TO BE 2x6 A 16" O.C. (TYP.) 4-2x6 POST ALT. PANEL, SEE PORTAL "1" -- – -- -- – -- -- – -- –--------- ------------- ( I I I I 0 04 w " 3-1 3/4" x 9 1/2" LVL = PROVIDE 5/8THICK PLATE W/3 -2x6 POST EA. END. it m N ON STL FOR 4x10 BRIG TO ® PLANE TOP OF 2x4'S W/JOISTS. I ROOF – " I I 2x4 ® 24 O.C. PERPENDICULAR __!JIL J L J L JL IL JL J L JL JILL TO 4x10'S W/O.S.B. OVER. ATTACH TO EA. TIMBER W/SIMPSON A35 & I nr ir ir n ir �r 9r ir 7r r 2-16d &BLOCK SOLID BTWN. EA. 2-1 3/4" x 11 7/8" LVL (FLUSH) CONT. OVER TIMBERS & 7/16" O.S.B. i OVER NAILED TO 2x4'S. L (r ALT. PANEL, SEE 3-24 POS I ( PORTAL "1" FF2x10 LEDGER W/5 -16d NAILS IL & 2-1/2"0 BOLTS Q 16" O.C. (r R M SOLID (1 1/4" MIN.) RIDGID 3-1 3/4" x 9 1/2" LVL 7d W/3 -2x6 POST EA. END. I i IL Ir \�W14x34 I I o L ROOF – �' jr 4x10 R.. ® 32" O.C. I I IF I I i I 4-24 POST ALT. PANEL, SEE I i 2-2x6 POST (,L- PORTAL 1 JTJL L JL JL ------------- I --------- ------ 2x6 T&G DECKING \ LAG FROM ANGLES. GLUE & NAIL TOGETHER. I � 3-1 3/4" x 11 7/8" LVL l W/2 -2x6 POST & 3-24 X K.S. EA. END. 00 L3x3x3/16 CONT. ANGLE. WELD TO TUBE W/ 3/16" x 2 0 6 TOP & BOT PROVIDE -G HOLES FOR 2-3/8"0 x 1 1/2" LAG SCREWS TO EA. PIECE OF DECKING. 4-2x6 POST d Wi0x19-\ d d i° Of 00 BEEN --------------------------- �2-24 POST WELD BOTH SIDES OF TUBES L TOGETHER W/ 3/16" FILLET I FULL HEIGHT OF STRAIGHT. IL I c I 3-2x6 POI r_ I LVL (F2-1 LUSH) 11 7/8" I� 13-2x6 POST 3-1 3/4" x 9 1/2" L W/2 -2x6 POST EA. EiIr a --3-2x6 POST 2x10 LEDGER W/4-1/4"0 x 5" LAG SCREWS 0 16" O.C. TO (LEN/4" MIN TER OF )NDS OR RIM PROVIDE L3 x 3 x 3/16 x 0'-3 CUP ANGLE EA. SIDE OF 4x6 TO STL BM. PROVIDE HOLES IN VERT. LEG FOR TSCREWS & 04TOP FLANGE OFGBM. W/ 1/8"WLD FFIILLET ALL–AROUND. (TYPICAL) d3-1 3/4" x 11 7/8" LVL W/2 -2x6 POST & 3-2x6 K.S. EA. END. EATH BOTH SIDES OF WALL 7/16" O.S.B. NAILED W/8d 3" O.C. W/EDGES BLOCKED. 0 ----------== 3-1 3/4" x 9 1/2" LVL W/2 -2x6 POST & 2-2x6 K.S. EA. ENO. 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 0 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID–HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. "=1'-0" rJ ALT. PANEL, SEE PORTAL "2" ROOF – 4x10 R.S. ® 32" O.C. ROOF – 2x4 0 24" O.C. PERPENDICULAR TO 4x10'S W/O.S.B. OVER. ATTACH TO EA. TIMBER W/SIMPSON A35 & 2-16d & BLOCK SOLID BTWN. EA. OVER TIMBERS & 7/16" O.S.B. OVER NAILED TO 2x4'S. 2x10 LEDGER W/5 -16d NAILS L TO SOLID"(1 B1/4" OLTS N1) R DGID jr RIM. TS4x4x3/16" COL WELD ALL–AROUND TO BM. W/3/16" FILLET. BASE PL. cu cu WELD BASE PLATE TO COL W/ 3/16" ALL–AROUND W/4-3/4"0 x=A.B. 4" PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 TS443/16" COL. WELD ALL–AROUND TO BM. W/3/16" FILLET. BASE PL. N N � WELD BASE PLATE TO COL W/ 3/16- ALL–AROUND W/4-3/4"0 xl�__ A.B. 4 - PROVIDE L3 x 3 x 3/16 x 0'-3 CUP ANGLE EA. SIDE OF 46 TO STL. BM. PROVIDE HOLES IN VERT. LEG FOR 1 /4"0 x 1 3/4" LAG SCREWS & WELD TO TOP FLANGE OF BM. W/ 1/8" FILLET ALL–AROUND. (TYPICAL) pr CRY or Wheat Ridge REFER TO SHEET F-1 FOR GENERAL NOTES AND FRAMING NOTES TOP OF WALL FRMG. 'rIT-- ----------- I ( .I I 1 . a -< • e SHEATH W 1/2" O.S.B. IL I le NAILED W/ 8d 0 3" 0. . TO ALL FkMG. MEMBERS II ii ii OVERHEAD DOOR IIII Ili HDR, SEE PLAN _ S0 III SIMPSON MST48 INSIDE FACE POSTCORNER IIII iiI III STUDS TO HDR. TO TOP PLATES. POST, PER PLAN SIMPSON STHD8RJ iiI MIN. 3 STRAP FROM FDN. ri----7 MIN. 3– 5/8-0 ANCHOR IIII IIII II II BOLTS FROM FDN. WALL PLATE. ili ii li it RIM JOIST i I II it I -----L----1 SIMPSON STHDIORJ ----- ----------- STRAP FROM FDN. TOP OF FDN. WALL ROOF – 2x4 0 24" O.C. PERPENDICULAR TO 4x10'S W/O.S.B. OVER. ATTACH TO EA. TIMBER W/SIMPSON A35 & 2-16d & BLOCK SOLID BTWN. EA. OVER TIMBERS & 7/16" O.S.B. OVER NAILED TO 2x4'S. 2x10 LEDGER W/5 -16d NAILS L TO SOLID"(1 B1/4" OLTS N1) R DGID jr RIM. TS4x4x3/16" COL WELD ALL–AROUND TO BM. W/3/16" FILLET. BASE PL. cu cu WELD BASE PLATE TO COL W/ 3/16" ALL–AROUND W/4-3/4"0 x=A.B. 4" PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R602.10.6.2 TS443/16" COL. WELD ALL–AROUND TO BM. W/3/16" FILLET. BASE PL. N N � WELD BASE PLATE TO COL W/ 3/16- ALL–AROUND W/4-3/4"0 xl�__ A.B. 4 - PROVIDE L3 x 3 x 3/16 x 0'-3 CUP ANGLE EA. SIDE OF 46 TO STL. BM. PROVIDE HOLES IN VERT. LEG FOR 1 /4"0 x 1 3/4" LAG SCREWS & WELD TO TOP FLANGE OF BM. W/ 1/8" FILLET ALL–AROUND. (TYPICAL) pr CRY or Wheat Ridge REFER TO SHEET F-1 FOR GENERAL NOTES AND FRAMING NOTES SIMPSON HL DASHED LINES INDICATE - BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHS WALL PANELS EXCEPT WH NOTED. (TYPICAL) ROOF FRAMING PLAN 1/4'=1'-0" 1. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED ® 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. n" a WALLS TO BE 2x6 ® 16" O.C. (TYP.) SHEATHING EXTERIOR WALL -" SHEATHING NOT SHOWN SILL OR WALL, PLATES BELOW 1 1/4" TIMBERSTRAND RIM AT EXTERIOR /� DETAIL NO SCALE I I WEB STIFFENERS REQD. EACH SIDI LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW) BLOCKING PANEL, JOIST OR "M=L' FLOOR SHEATHING BEARING WALL OR STEEL BEAM BELOW WEB STIFFENERS REQD. EA. SIDE �\ DETAIL NO SCALE r� 8" DIAMETER MAXIMUM HOLE MAY BE CUT IN EACH BLOCKING PANEL FOR 10"-16" JOISTS; 6" DIAMETER MAXIMUM FOR 9" JOISTS OR FOR BLOCKING PANELS LESS THAN 12" LONG. DO NOT CUT FLANGES, BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE • ; MOUNT HANGERS). ATTACH W/ 10-10d BOX NAILS, CLINCHED WHEN POSSIBLE • s • • F3 DETAIL NO SCALE MICRO=LAM BEAM TOP FLANGE HANGER FACE MOUNT �\ DETAIL NO SCALE r `I- 1/4" x 3" SDS SCREWS Q 12" O.C. TOP & BOT, BOTH SIDES CONT. FILLER BLOCK: NAIL W/ 3-10d BOX NAILS ® 12" O.C., CLINCHED F��ETAIL NO SCALE WEB STIFFENERS REQD. IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE 1/4" x 4 1/2" SDS SCREWS 0 12" O.C. TOP, MIDDLE & BOT. FROM EA. SIDE mokyllokyj . 1/2"0 A307 BOLTS ® 12" O.C. TOP & BOT. (2" CLR.) Wheat Ridge REFER TO SHEET F-1 FOR GENERAL NOTES AND FRAMING NOTES IL 0 0 X0 CE009 Oanoloo,96p% leaw jeoijS peno [ZE z EM cm ....... .. .. 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WEd m L w� =0 m. § Wn 0 > > Is 0N of mz=c :;Zz 1__O L) Go 0< WH W LLI z W Q WE i M — W Cd 73 8 am- nzc F.-1 L) > LLI Z, 50; w. -z❑ - ,o 0= z, 0, IWZ< W�, cc z , � z _j < Mill z a L ow a - RE >do Mountinq Method FLUSH Fed From MAk1C1 un Panel Information Panel Options Volt: 2401120 Bus Rating: 200 AMP Panel Status Phase: 1 Main Breaker: 200 AMP 0 NEW Wire: 3 AIC Rating: 10,000 S ERI ES RATED Ckt Notes Code Description Load Bkr P Ph Ph Ph P Bkr Load Description Code Notes Ckt # VA A B C VA # 12 RESIDENTIAL LOAD CALCULATION LAMPS/KELVIN BASEMENT RECEPTS 20 1 . 1 20 GARAGE GFI RECEPT 2 2 ............ ........................ 3 UTILITY ...................... 2 ................................................................................................................................................................................... BASEMENT LIGHTING/ RECEPTS ............................................ ... 20 .................�................. 1 1 ............................................ 20 ................................................................................................................................................................................... GARAGE GFI RECEPT ...................... ............................. 2 ............... 4 52 240 WET LOCATION RATED BASEMENT GFCI RECEPTS 20 1 . 1 20 GARAGE GFI RECEPT 2 6 7 1 ELECTRIC OVEN 6 GWH 20 1. 1 20 GARAGE DOOR OPENERS 2 8 9 VANITY WALL SCONCE, 3000K 6 GAS FURNACE 20 1 . 1 20 LIGH11NG1RECEPTICALES 2 10 ....................................................................................................................................................................................................................................................................................................................................................................................................................:.........................................................................................................................................................................................................................................................................................................................................:................................................................................................ 11 450 VA 5 DISPOSAL 20 1 . 1 20 LIGHTING/RECEPTICALES 2 12 13 6 BATHROOM EXHAUST FAN(S) 5 DISHWASHER 20 1 o1 20 LIGHTING/RECEPTICALES 2 14 15 F4 5 OVEN 50 2 . 1 20 LIGHIINGIRECEPTICALES 2 16 17 500 VA 5 - / 1 . 1 20 LIGHIINGIRECEPTICALES 2 18 19 CALCULATED UNIT LOAD TOTAL (AMP. 5 STOVE 20 1 01 20 LIGH11NG1RECEPTICALES 2 20 21 TO BE SELECTED BY ARCHITECT 5 HOOD 20 1 • 1 20 SMALL APPLIANCE 2 22 23 BATH 5 FRIDGE GFI RECEPT 20 1 • 1 20 SMALL APPLIANCE 2 24 25 KICHLER LANTERN OR EQUAL 5 FREEZER GFI RECEPT 20 1 • 1 20 GAS FIREPLACE 6 26 27 5 WINE FRDIGE GFI RECEPT 20 1 . 1 30 AC, GFI RECEPTICALES 2 28 29 3 CU -140 PATIO FAN 2 1 20 WASHING MACHINE 2 30 31 3 - 1 2 20 DRYER 3 32 33 SPARE 20 1 • / - 3 34 35 SPARE 20 1 1 20 OUTDOOR GFI RECEPIICALES 2 36 ............................................................................................................................................................................................................................................................................................................................................... 37 SPARE ....................................................................................................................... 20 1 01 ...................................................................................................................................................................................................................................................................................................................................................................................... 20 SPARE 38 39 SPARE :......................................................................................................................................................... 20 1 1 20 SPARE :................................ 40 ....................... ................................... 41 ................................ .............................................................................. !SPARE ............... ......... ................................... 20 .................. ......:............ ...... ......... ......................... 1 • 1 ..... ............... ............. ....................................................... 20 ............................................................................................................................................................................................. SPARE ........................................ ........................ 42 Code Description Load VA Dem Load Summary 1 Lighting 125% Per Phase 2 Rec up to 10,000 100% Ph A VA Rec over 10,000 50% Ph B VA 3 Motor 100%6 Ph C VA Largest Motor 125%6 4 Heater 100% Connected VA 5 Kitchen 100% Code Demand VA 6 Other 100% 7 Sub Panel 100% Code Demand Amps NOTES: A B C D INTERIOR LUMINAIRE SCHEDULE RESIDENTIAL LOAD CALCULATION LAMPS/KELVIN DESCRIPTION LOAD CALCULATIONS VOLTS HOUSE SF 3,769 VOLTAGE 120/240V F1 "f" Factor PHASE: 1PH Isc at Fault UTILITY NEC 220.82 UNIT LOAD CALCULATION Steel PVC 220.82B (1) GENERAL LIGHTING AND RECEPTACLES (3VA/SF) 250 10 3769 X 3VA/SF 11,307 VA 220.82B (2) LAUNDRY AND APPLIANCE CIRCUIT 240 WET LOCATION RATED 1 LAUNDRY CIRCUIT (1500VA) 1500 VA OR EQUAL 2 APPLIANCE CIRCUITS 1500VA/CIRCUIT 3000 VA 220.82E (3) APPLIANCE LOAD - DWELLING UNIT: 1 ELECTRIC OVEN 12000 VA 1 GAS RANGE 300 VA 11 1 MICROWAVE 1200 VA 1 1 ELECTRIC DRYER 7500 VA VANITY WALL SCONCE, 3000K 1 DISHWASHER 1000 VA TO BE SELECTED BY ARCHITECT 2 REFRIGERATOR 3000 VA 1 FREEZER 1500 VA 1 BAR REFRIGERATOR 450 VA F3 1 DISPOSER 1500 VA 22.5 1 GAS WATER HEATER 500 VA 220.82B(4) MOTORS AND LOW POWER FACTOR LOADS DAMP LOCATION RATED 6 BATHROOM EXHAUST FAN(S) 600 VA TOTAL: 45 357 VA APPLICATION OF DEMAND LOAD FACTOR 100% O F TH E FI RST 10 7000V 10000 VA F4 40% OF THE REMAINDER 14143 VA 50 SUB -TOTAL: 24143 VA 220.82C (1) HEATING -AIR CONDITIONING LOAD ENTRY DECORATIVE PENDANT 1 GAS FURNACE 500 VA 1 AC UNITS 5280 VA LED -3000K TOTAL: 57780 VA 120 CALCULATED UNIT LOAD TOTAL (VA): 29923 VA CALCULATED UNIT LOAD TOTAL (AMP. 125 AMPS INTERIOR LUMINAIRE SCHEDULE TYPE LAMPS/KELVIN DESCRIPTION LOAD, VA VOLTS MANUFACTURER/CAT. NO. NOTES F1 "f" Factor 5" LED, 650LUMENS, 3000K, 90CRI, Isc at Fault UTILITY PHILIPS SLI MSURFACE S5R-9-30K-W-Z10U Steel PVC PANEL LED -3000K 250 10 120 12796 1,3 100 240 WET LOCATION RATED 0.5092 115, 072 OR EQUAL F2 BATHROOM VANITY WALL SCONCE, WAC LIGHTING ESPRIT SCONCE WS -69815- LED -3000K 3000K 11 120 BN OR EQUAL 1 F2A LED -3000K VANITY WALL SCONCE, 3000K 11 120 TO BE SELECTED BY ARCHITECT 1,3 BIRCHWOOD BRA- LED-SL435-4EF2-MW- F3 LED -3500K LED 4' STRIP SURFACE MOUNTED, 22.5 120 TD -FW -120 -EB -SM 1 0111512020 DAMP LOCATION RATED OR EQUAL F4 LED -3000K KITCHEN ISLAND PENDANT 50 120 TO BE SELECTED BY ARCHITECT 1, 2,3 ENTRY DECORATIVE PENDANT F5 LED -3000K 50 120 TO BE SELECTED BY ARCHITECT 1, 2,3 LARGE F6 LED -3000K CEILING FAN 100 120 TO BE SELECTED BY ARCHITECT 1 F7 LED -3000K DECORATIVE PENDANT IN MASTER 25 120 TO BE SELECTED BY ARCHITECT 1, 2,3 BATH EXTERIOR LUMINAIRE SCHEDULE S1 LED -3000K EXTERIOR SCONCE 18 120 KICHLER LANTERN OR EQUAL 1,3 5" LED, 650LUMENS, 3000K, 90CRI, PHILIPS SLI MSURFACE S5R-9-30K-W-Z10U S2 LED -3000K 10 120 1,3 WET LOCATION RATED OR EQUAL S3 LED -3000K PATIO FAN 100 120 TO BE SELECTED BY ARCHITECT 1 1. VERIFY EXACT FIXTURE'S CATALOG NUMBER, FINISH, LAMP(S), LENGTHS AND OPTIONS WITH TENANT/ARCHITECT PRIOR TO ORDERING. 2. CONTRACTOR TO VERIFY COMPATIBLE DIMMER TYPE AND MANUFACTURER FROM LUMINAIRE CUT SHEET 3. CONTRACTOR TO PROVIDE ALL PARTS AND ACESSORIES FOR A COMPLETE, AND FUNCTIONING SYSTEM. SHORT CIRCUIT CALCULATION CONDUCTORS Fault "X" Isc Available Feeder Wire Size Conduit Wire Type Constant "C" Number of Sets Length Volts L to L "f" Factor "M" multiplier Isc at Fault UTILITY 2900 Steel PVC PANEL 2900 250 X AL 12796 1 100 240 0.9638 0.5092 115, 072 0 KEY NOTES: 1. VERIFY EXISTING TRANSFORMER SIZE AND LOCATION. NOTIFY ENGINEER IF LOCATION AND/OR SIZE DIFFER FROM ASSUMED TO VERIFY SHORT CIRCUIT CALCULATIONS. 2. CONTRACTOR TO PROVIDE NEW 240/120 1 PH 2O0A METER. COORDINATE WITH XCEL ON FINAL REQUIREMENTS 3. PROVIDE NEW 240/120 1 PH HOUSE PANEL, WITH SERVICE RATED DISCONNECT. CONTRACTOR TO COORDINATE FINAL LOCATION IN FIELD. 4. CONTRACTOR TO PROVIDE REQUIRED DOCUMENTATION FOR SERIES RATED PANEL. (EXISTING) XCEL ENERGY, PAD MOUNTED XFMR, 240/120V, 1 PH, 3W (ASSUMED) 100KVA (BY UTILITY) 1 T sC=zy, SERIES RATED HOUSE 3 4 PANEL M 200A 1 Isc=15, 072A (3#250 KC M I L) 2-1/219C (100FT) #6 BARE CU GROUND ROD GRADE k. ri m-, � Wheat Ridge uffdirkg ;V'A 'kil NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM M_ O 00 U O O 43_� OU A3.) A CV � M co 0 DRAWN BY: MW CHECKED BY: LR REVISIONS: No. Description Date ISSUE RECORD: No. Description Date 1 PERMIT 0111512020 SHEET CONTENTS: ELECTRICAL ONE -LINE AND SCHEDULES �o� •' RosEN� . sFo O� : s 4221 N 00 S�ONA�E� 01.15.2020 DATE: 01-15-2020 DRAWING NO.: E-0,1 IL 2m 0 0 -.42 'SisailS CE009 Oan0100,96p% leaLim pend L [ZE 0� '-,z6 EM .�d CN CD .0 g _ a- l-, M2 E -w z 0- W 0 LLI W0 0 —j C9 0 qouqpsq� Slaluea -0 arc Z- z - 00 U05 Z.- 0, z Oj 02 2 0 Z 0 2 Ell I I I I T Ed tw. OJ ZW -c o. 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Z-2 w wz .2 -z Eol -W o OH 0,- w. k.= V) LLJ �c 2 z z¢ Fz w. w ay �w L�c w o 0 0 LLJ E <- <z w ro OR 50, -0 zo (z, C) z 8 I z 3. w-, w, <z, o zz wz L z- P z Bozo w w w �o- 'w, w- H w (j ❑0 1- W 13WN WZ F- W W ZZ . W = (.) W . "0 0 o < w. z. 0 2 2 z ❑SQ<� 1: <. P.: E � D m wmF, wo -0 w, o., ww. -z' w, !-g ! I , Q LLJ X0 o.� " w 50s; w, oz 30 F, �w -w LLJ 0, wJ n . � z,-, wz 0 0 — w. Z' Z 'Wj d W 1'3 O <z 0. ww Q�w <z z w w p 0 u) w I LLJ � 6 <w-❑'zg =oo mw> - m m> - �2 w�2 0, O.w a w w w 2 z�w wzo z UM n < w pou 0 w w w 8 L) w w "w n.mu.yo n _m �-wm ommo w az 3 0 w z mz= F - z R w 2 2E w g �z �o ,;� w G> y W � 2w we L -� wo On 8 Li g zz Eu 8 2w w F- E ,6� 0 Owo rH 2 8 w w , Z2 - - , —2 111 mwm�-c❑ 8 cr m CY 8�-, z w z oz 0 w oow w wn w< m L) 0 w Im w L) 2 m o > m m > g w w D 1 0 a 5 c, 658 806 mm a m m m Q w o a . lEll -: 14 of li v; Id : i a Id r I 9 Basement Suo Riser Job M 3211 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, 00 80211 Phone: 720-746-9240 morgan@mrkshopdenver.com WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 8003103280 manualj@webrepshvac.com iser CRY of Wheat Ridge Scale: 1 : 99 Page 1 Right-SuiteO Universal 2019 19.0.15 RSU16998 2020 -Jan -22 09:02:17 ..5BJIN7R\7 3211 Quail Street.rup Page 53 of 59 N 1st Floor Sup Riser 11x8 x8 7x8 5' 8x4 8x8 4^ +36 c8n 4x8 8x4 6x8 34 cfrn 10x4 9/6 ccfrn MUD ROOM ■ —ROOMI 6x84 5" 4" Ret Riser 6 ®9x12 10x4 10x4 27 cfrn 127 cfrn 10x4 127 cfrn 10x4 127 c8n UG.=ate L L 10x4 33 cfrn 10x4 Sup Riser 127 cfrn 7x8 7x8 s8x4.. 13 cfrn 6 w=a.imw10x4 10x 89 cfrn 89 c 4" 4" DINING HTMEN Sup Riser 10x4 11x8 „„.,GY 136 cfrn 10x4 1 c� 4 364 10x4 69 cfrn 11x8 4" 4" tay of Wheat Ridge 6uN0Irg Dirbon Job #: 3211 Quail Street WebReps LLC. Performed by Craig C. Brooks for: Nage 2 Brad Weiman 1880 82nd Avenue Suite 203 Right-SuiteO Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, Qo 80211 Phone: 8003103280 2020-Jan-22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...SBJIN7R\7 3211 Quail Street.rup morgan@mrkshopdenver.com Page 54 of 59 9 SECOND FLOOR CRY Cd Wheat Ridge Scale: 1 : 99 Page 3 Right-SuiteO Universal 2019 19.0.15 RSU16998 2020 -Jan -22 09:02:17 ..5BJIN7R\7 3211 Quail Street.rup Page 55 of 59 LEVEL 2 LEVEL 1 CRAWL SPACE (DCAM AND VENT ISOI�PoC INSTALL JAY R. SMITH 4" BACKWATER VALVE MODEL NUMBER 7022Y LEVEL 2 TO BUILDING DRAIN GAS METER AND SERVICE BY OTHERS 245 MBH, 295 CFH, INLET PRESSURE 0.5 PSI, PRESSURE DROP 0.5" W.C., SPECIFIC GRAVITY 0.60 150' DEVELOPED LENGTH I FGC TABLE 402.4(2) PLUMBING GENERAL REQUIREMENTS 1. PLUMBING CONTRACTOR IS RESPONSIBLE FOR SELECTING ALL PLUMBING FIXTURES AND EQUIPMENT NEEDED TO COMPLETE THE PROJECT. 2. PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TO VERIFY LOCATIONS AND COORDINATE WORK BETWEEN TRADES PRIOR TO INSTALLATION. 3. ALL DRAIN GRATES, CLEAN-OUT COVERS, AND OTHER FINISHED -EXPOSED COMPONENTS SHALL BE PROTECTED FROM DAMAGE. DAMAGED COMPONENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. 4. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. 5. PIPING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH EFFORTS MADE DURING DESIGN TO AVOID STRUCTURAL CONFLICTS. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH BUILDING WITH STRUCTURAL CONDITIONS. CONTRACTOR COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO ADDITIONAL COST TO THE PROJECT. 6. ALL HORIZONTAL SANITARY PIPING 3" AND SMALLER WHETHER BELOW OR ABOVE GRADE SHALL SLOPE AT 1/4"/FT. SLOPE. ALL PIPING 4" AND LARGER SHALL SLOPE AT 1/8"/FT. SLOPE UNLESS OTHERWISE NOTED. 7. IN ADDITION TO THE CLEAN-OUT LOCATIONS SHOWN ON DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED IN ACCORDANCE WITH THE LOCAL GOVERNING CODE. ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS: 7.1. EACH RUN OF PIPING WHICH IS MORE THAN 75 FEET IN LENGTH OR FRACTION THEREOF. 7.2. HORIZONTAL LINES 5 FEET OR GREATER. 7.3. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING 135 DEGREES. 7.4. AT THE BASE OF ALL SANITARY RISERS. ALL VERTICAL CLEANOUTS SHALL BE SIZED TO ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH LINE, BUT NEVER LARGER THAN 4". CODES AND DESIGN CRITERIA: JURISDICTION: WHEAT RIDGE, CO PLUMBING CODE: 2012 IRC BUILDING TYPE: RESIDENTIAL TOTAL SANITARY WASTE LOAD: 34WFU 1 _ l� ►i Ali 1 FGC PIPE SIZING CALL METER DISCHARGE PRESSURE (W.C.) = 14 ALLOWABLE PRESSURE DROP (PSI) = 0.5 GAS HEATING VALUE (BTU/CF) = 831 SPECIFIC GRAVITY = 0.00 TOTAL EQUIVALENT LENGTH OF PIPE (FEET) = 150 NOMINAL SCHD.40 STEEL PIPE SIZE CAPACITY (CFH) 1/2" 40 3/4" 83 1" 157 1-1/4" 322 1-1/2" 482 2" 928 2-1/2" 1,479 3" 2,615 4" 5,333 MBH IS THE SEA LEVEL INPUT RATING OF THE EQUIPMENT NS WATER HEATER. 3 MBH, 66 CFH) STALL 6" DIRT -LEG AND NS COCK MENT FURNACE (80 MBH, 96 CFH) CRY of Wheat Ridge PLUMBING FIXTURE SCHEDULE CODE FIXTURE MAX.. FLOW MI N CW CONN. MI N HW CONN. MIN SAN CONN. MIN VENT CONN. REMARKS WC WATER CLOSET 1.5 GPF 1/2" --- 4" 2" FT, FM, BO LAV LAVATORY W/ FAUCET 2.5 GPF 1/2" 1/2" 1-1/2" 1-1/2" --- SH SHOWER W/ENCLOSURE 2.5 GPF 1/2" 1/2" 2" 2" --- BT BATHTUB W/ SHOWER 2.5 GPF 1/2" 1/2" 2" 2" --- KS/PS/BS SINK W/ FAUCET 2.5 GPF 1/2" 1/2" 2" 1-1/2" --- LS LAUNDRY SINK W/ FAUCET 2.5 GPF 1/2" 1/2" 2" 1-1/2" --- HB HOSE B I BB 1/2" --- --- --- AD, AS, FP FD FLOOR DRAIN SIZES AS NOTED WITH PROSET TRAP GUARD WWB WASHER WALL BOX 1/2" 1/2" 2" 2" WATER HAMMER GENERAL NOTES 1. PLUMBING DESIGN AND SIZES ARE BASED ON INTERNATIONAL RESIDENTIAL CODE. 2. VERIFY ALL FIXTURE MODELS WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDER. SOME CODES MAY INDICATE MORE THAN ONE MODEL. 3. VERIFY WHICH FIXTURES ARE REQUIRED TO BE ADA COMPLIANT WITH ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ORDER. DEFINITIONS: AD - AUTO -DRAINING AS - ANTI -SIPHON SHEET CONTENTS: PLUMBING LEGEND AND ABBREVIATIONS BO - BOTTOM OUTLET FM - FLOOR MOUNTED DATE: 01-15-2020 FP - FREEZE PROOF DRAWING NO.: P-0.0 FT - TANK INSTALL JAY R. SMITH 4" BACKWATER VALVE MODEL NUMBER 7022Y LEVEL 2 TO BUILDING DRAIN GAS METER AND SERVICE BY OTHERS 245 MBH, 295 CFH, INLET PRESSURE 0.5 PSI, PRESSURE DROP 0.5" W.C., SPECIFIC GRAVITY 0.60 150' DEVELOPED LENGTH I FGC TABLE 402.4(2) PLUMBING GENERAL REQUIREMENTS 1. PLUMBING CONTRACTOR IS RESPONSIBLE FOR SELECTING ALL PLUMBING FIXTURES AND EQUIPMENT NEEDED TO COMPLETE THE PROJECT. 2. PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TO VERIFY LOCATIONS AND COORDINATE WORK BETWEEN TRADES PRIOR TO INSTALLATION. 3. ALL DRAIN GRATES, CLEAN-OUT COVERS, AND OTHER FINISHED -EXPOSED COMPONENTS SHALL BE PROTECTED FROM DAMAGE. DAMAGED COMPONENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. 4. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. 5. PIPING ROUTING ON DRAWINGS IS GENERALLY DIAGRAMMATIC WITH EFFORTS MADE DURING DESIGN TO AVOID STRUCTURAL CONFLICTS. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING THROUGH BUILDING WITH STRUCTURAL CONDITIONS. CONTRACTOR COORDINATION DRAWINGS SHALL REFLECT ALL PIPE ROUTING AND PIPING THAT MAY HAVE TO BE SHIFTED AND/OR MOVED TO AVOID CONFLICTS. SHIFTED OR MOVED PIPING SHALL REFLECT NO ADDITIONAL COST TO THE PROJECT. 6. ALL HORIZONTAL SANITARY PIPING 3" AND SMALLER WHETHER BELOW OR ABOVE GRADE SHALL SLOPE AT 1/4"/FT. SLOPE. ALL PIPING 4" AND LARGER SHALL SLOPE AT 1/8"/FT. SLOPE UNLESS OTHERWISE NOTED. 7. IN ADDITION TO THE CLEAN-OUT LOCATIONS SHOWN ON DRAWINGS, CLEANOUTS SHALL BE PROVIDED PROVIDED IN ACCORDANCE WITH THE LOCAL GOVERNING CODE. ADDITIONAL CLEANOUTS SHALL BE PROVIDED AS FOLLOWS: 7.1. EACH RUN OF PIPING WHICH IS MORE THAN 75 FEET IN LENGTH OR FRACTION THEREOF. 7.2. HORIZONTAL LINES 5 FEET OR GREATER. 7.3. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING 135 DEGREES. 7.4. AT THE BASE OF ALL SANITARY RISERS. ALL VERTICAL CLEANOUTS SHALL BE SIZED TO ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH LINE, BUT NEVER LARGER THAN 4". CODES AND DESIGN CRITERIA: JURISDICTION: WHEAT RIDGE, CO PLUMBING CODE: 2012 IRC BUILDING TYPE: RESIDENTIAL TOTAL SANITARY WASTE LOAD: 34WFU 1 _ l� ►i Ali 1 FGC PIPE SIZING CALL METER DISCHARGE PRESSURE (W.C.) = 14 ALLOWABLE PRESSURE DROP (PSI) = 0.5 GAS HEATING VALUE (BTU/CF) = 831 SPECIFIC GRAVITY = 0.00 TOTAL EQUIVALENT LENGTH OF PIPE (FEET) = 150 NOMINAL SCHD.40 STEEL PIPE SIZE CAPACITY (CFH) 1/2" 40 3/4" 83 1" 157 1-1/4" 322 1-1/2" 482 2" 928 2-1/2" 1,479 3" 2,615 4" 5,333 MBH IS THE SEA LEVEL INPUT RATING OF THE EQUIPMENT NS WATER HEATER. 3 MBH, 66 CFH) STALL 6" DIRT -LEG AND NS COCK MENT FURNACE (80 MBH, 96 CFH) CRY of Wheat Ridge NKLOK ;V'A'hl GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KG@KLOKGROUP.COM M O_ U o0 O Q - O (3.) Cu U A3.) A CV � M cu 0 DRAWN BY: MW CHECKED BY: LR REVISIONS: No. Description Date I CITY COMMENTS 02/26/2020 ISSUE RECORD: No. Description Date 1 PERMIT 0111512020 SHEET CONTENTS: PLUMBING LEGEND AND ABBREVIATIONS O L/ ®00* N 0 0®° �sF o p o, °o ��°°° %j " fs�o°© E�° NAL 03.10.2020 DATE: 01-15-2020 DRAWING NO.: P-0.0 CERTIFICATE OF OCCUPANCY Permit #: 202000251 � �� Wh6atp**id e g COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: New single family home - 6,007 sq ft total Date: O 1/26/2021 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: BKB GROUP LLC ADDRESS: 4373 Jason St, Denver, CO 80211 CONTRACTOR/ADDRESS: BRAD WEIMAN 4373 Jason St, Denver, CO 80211 PROPERTY ADDRESS: 3211 Quail St, Wheat Ridge, CO 80033 PARCEL #: 39-282-05-153 ZONING: UA OCCUPANCY: R-3 TYPE OF CONST: V -B OCC LOAD:N/A FOR THE FOLLOWING PURPOSE: Single Family -New Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:_ l �` Job Address: 31- 1 t06 A Permit Number: � O�ac)6 o i 4 'e,` 6 Hca ❑ No one available for inspection: Time AM/PM Re -Inspection required: k�es No When corrections are complete, schedule re -inspection online. 1 Date: ' a Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � - r V L Job Address: L--\ t Permit Number: Q C.)() 5,` � ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No'' When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �t5* 2 Job Address: ► `� Permit Number: J. — p"i G iL_ ❑ No one available for inspection: Time (�) AM/PM Re -Inspection required: e' No When corrections are complete, schedule re -inspection online. Date: - '01,\—Inspector: DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 3211 quail st Structural Engineers Arvada, CO 80004 OBSERVATION REPORT BuilderT��✓�� s%v2 �eµver Site Address -3,7-(( t�Xa } ree Lot_, Block - Subdivision �1 q Z- � S City/County a TYPE OF OBSERVATION d 00J�7 -6 -35' 4,3 3 (303)940-0996 Fax (303) 940-1718 Date S -'8 -,z o Time o a Temp. Wall Reinf. Other oo\ s(u FOUNDATION/FOOTING REINF. PLACEMENT Steel -grade Size d-_ Tied 'r Chaired Void in place below wall/ftg. I " CIr. To reinf. Add'I Bar per Detail (See Attached) - Located in wall. COMMENTS/CORRECTIONS REQUIRED Need to place haunch steel. Need to place brickledge steel. Need window steel per section sheet. * on diagram Thermally protect due to weather conditions. APpr qtl pp r ed with modifications Modifications se ation by Date Egineer For Residential Construction Observation Only. 6355 Ward Road, Suite 308 Work Shop Denver 4373 Jason Street Denver, Colorado 80218 Attention: Subject: Address: Date of Observation: Mr. Weiman: Structural Engineers Arvada, CO 80004 Mr. Brad Weiman Foundation Footing Observation (303) 940-0996 Fax (303) 940-1718 Job No.: 200087E Date: 5/15/20 3211 Quail Street, Lot 4 Quail Ridge Estates, Wheat Ridge, Colorado May 8, 2020 An observation of the foundation footing was conducted at the subject location on the date indicated. This observation is limited to the reinforcing steel placement in the footings. The foundation reinforcing was in general compliance to the foundation plan for the subject site. The suitability of the soil within the footing forms must be observed and approved by the geotechnical engineer of record. Please contact us if you have any questions concerning this observation or when we can Gerard Enterprises, Inc. 6355 Ward Road, Suite 308 Structural Engineers Arvada, CO 80004 OBSERVATION REPORT Builder tj 0 S �d,p �DzN o e r Site Address 3;�I Lot L( Block Subdivision City/County �i1�ne�F �',�(�e., � �e�•�e�so1 TYPE OF OBSERVATION Wall Reinf- 11---� Other 3Sbg'J+ (303) 940-0996 Fax (303) 940-1718 Date --,-5 - I � , Z 0 Time 1a,'20 Temp- FOUNDATION/FOOTING REINF PLACEMENT Steel -grade �- d I Size--! Chaired Void in place below wall/ftg. I. I� " Cir- To reinf- .Z�Add'I Bar per Detail (See Attached) - Located in we.5\- Cyc.J ` wall. Wzsr bse� COMMENTS/CORRECTIONS REQUIRED Need to place haunch steel Need to place brickledge steel, Needwindow steel per section sheet. x on diagram Thermally protect due to weather conditions_ i I I I G I I I t I 1 I I ; with modifications Modifications re -Ell, d Date Fno far �A A For Residential Construction Observation Only-- -,w Gerard Enterprises, 6355 Ward Road, Suite 308 Work Shop Denver 4373 Jason Street Denver, Colorado 80218 Attention: Subject: Address: Date of Observation: Mr. Weiman: Structural Engineers Arvada, CO 80004 Job No.: 200096 Date: 5/29(20 Mr. Brad Weiman Foundation Reinforcing Observation 3211 Quail Street, Lot 4 Quail Ridge Estates, Wheat Ridge, Colorado May 19, 2020 (303) 940-0996 Fax (303) 940-1718 An observation of the foundation wall reinforcing bars was conducted at the subject location on the date indicated. The foundation wall reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Also, observation of the foundation UFR bar was conducted at the subject location on the date indicated. This observation is.limited to the visual existence of the UFR in the footing. The UFR was located in the west crawl space wall. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. Project Engineer Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Benner Green Your Home Confirmed 3211 r, G S[ 2lleen0 628 290 12/312020 Denver, CO Colleen File Gerald Rater IF 0001739 tz Registry, ID: Green Your Home 3211QuWeatheit St rinnna, co Worker 3211 Quail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Bale: 1/192021 Windows and Skylights [ ] 1. Window. 0.32, 0.30 (20 s.f., South), U-Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name :J5040 Orientation: South Comments/ Location [ ] 2. Window. 0.32, 0.30 (72 s.f., East), U-Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name :A4680 (2) Orientation: East Comments/ Location [ ] 3. Window. 0.32, 0.30 (41 s.f., South), U-Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name: B 2656 (3) Orientation: South Comments/ Location [ ] 4. Window. 0.32, 0.30 (44 s.f., West), U Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name: C5680 Orientation: West Comments/ Location [ ] 5. Window. 0.32, 0.30 (44 s.f., North), U-Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name: C5680 Orientation: North Comments/ Location [ ] 6. Window. 0.32, 0.30 (24 s.f., South), U-Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U-factors, describe features: Name: B 3080 Orientation: South Comments/ Location REWRate -Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Benner Green Your Home Confirmed 3211 r, G S[ 2lleen0 628 290 12/312020 Denver, CO Colleen File Gerald Rater 10:0001J39 tz Registry, ID: Green Your Home 3211QuWeatheit St rinnna, co Worker 3211 Quail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date : 1/192021 Windows and Skylights [ ] J. Window. 0.32, 0.30 (14 s.f., South), U -Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: E7020 Orientation: South Comments/ Location [ ] 8. Window. 0.32, 0.30 (41 s.f., West), U Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: B 2656 (3) Orientation: West Comments/ Location [ ] 9. Window. 0.32, 0.30 (88 s.f., East), U -Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: F4666 (3) Orientation: East Comments/ Location [ ] 10. Window. 0.32, 0.30 (88 s.f., West), UValue: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: F4666 (3) Orientation: West Comments/ Location [ ] 11. Window. 0.32, 0.30 (29 s.f., West), UValue: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: F4666 Orientation: West Comments/Location [ ] 12. Window. 0.32, 0.30 (29 s.f., North), U -Value: 0.320, SHGC: 0.300 Forvdndows Bettors labeled U -factors, describe features: Name: F4666 Orientation: North Comments/Location REWRate -Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 3 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Benner Green Your Home Confirmed 3211 r, G S[ 2lleen0 628 290 4/312020 Denver, CO Colleen File Gerald Rater 10:0001J39 tz Registry ID: Green Your Home 3211WeaQuail St rtuu AP, co Worker 3211 Quail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date : 1/192021 Windows and Skylights [ ] 13. Window. 0.32, 0.30 (16 s.f., West), U Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name:1 2666 Orientation: West Comments/ Location [ ] 14. Window. 0.32, 0.30 (23 s.f., South), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: 62646 (2) Orientation: South Comments/ Location [ ] 15. Window. 0.32, 0.30 (16 s.f., South), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: H4020 (2) Orientation: South Comments/ Location [ ] 16. Window. 0.32, 0.30 (8 s.f., North), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: H4020 Orientation: North Comments/Location [ ] 17. Window. 0.32, 0.30 (34 s.f., East), U -Value: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name :62646 (3) Orientation: East Comments/ Location [ ] 18. Window. 0.32, 0.30 (34 s.f., West), UValue: 0.320, SHGC: 0.300 ForBendows Bettors labeled U -factors, describe features: Name: 62646 (3) Orientation: West Comments/ Location REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 4 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Denver Green Your Rome Confirmed Den Quail St 2lleen0 628 290 12/31/2020 F00 Denver, CO Colleen File Gerald Rater 12:0001J39 tz Registry ID: Green Your Home 3211WeaQuail St rmu AP, co Worker 3211 Quail Sc Workshop Denver 3211 Quail St 181ECC FlnaLblg Date: 1/192021 Windows and Skylights [ ] 19. Window. 0.65, 0.60 OLD (108 s.f., West), U -Value: 0.650, SHGC:0.600 Forvdndows without labeled U -factors, describe features: Name: 100B 13.5X8 OLD Orientation: West Comments/ Location Doors I 1 1. Door: Therma-Tib (24s.f.),R- Value 3.J Comments/ Location [] 2. Door: Therma-Tru (24 s.f.), R- Value 3.J Comments/ Location [] 3. Door: Therma-Tru (80 s.f.), R- Value 3.7 Comments/ Location [ ] 4. Door: Fiberglass R-7.14 (18 s.f.), R- Value 7.1 Comments/ Location Frame Floors [] 1. Floor: R-09 (176 s.f.), Between conditioned space and ambient conditions R 0.0 continuous Insulation, R 49.0 cavity Insulation. Name: Cantilevers Insulation Grade: 1 II III Face/ Inset Comments/Location [] 2. Floor: Unlnsalated(390s.f.), Between conditioned space and another(adiabatic) R 0.0 continuous Insulation, R 0.0 cavity Insulation. Name: CraW Ceiling Insulation Grade: 1 II III Face/ Inset Comments/ Location REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Nome Confirmed 3211 Quail St 720-628-7290 12/31/2020 Denver, CO Colleen File Gerald Rater 18: 0001739 Registry ID: Weather:Denver Intl AP, Co Builder 3211 Quail St Workshop Denver 3211 Quail St 181ECC Flnal.blg Date: 1/19/2021 Slab Floors [] 1. Slab: Unlnsalated(1466 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: Bsmt Floor Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Slab: Unlnsalated(390 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: Crawl Floor Insulation Grade: 1 II III Face/Inset Comments/ Location [] 3. Slab: Unlnsalated(24 s.f.) R 0.0 perimeter Insulation, R 0.0 under slab Insulation. Name: EntryFloor Insulation Grade: 1 II III Face/ Inset Comments/ Location ��� lM Green Your Home Foundation Walls [] 1. Wall: R-132x4x24(767s.f.), Between conditioned space and ambient/ground R0.5 interior continuous Insulation, R- 13.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Fin Bsmt Walls Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Wall: R-132x4x24(126s.f.), Between conditioned space and garage/ground R0.5 interior continuous Insulation, R- 13.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Fin Bsmt @Garage Insulation Grade: 1 II III Face/Inset Comments/ Location [] 3. Wall: R-11Draped, Full (723s.f.), Between conditioned space and ambient/ground R- 11.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: UnfFln Bsmt Walls Insulation Grade: 1 II III Face/ Inset Comments/ Location REWRate - Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any warramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Confirmed 3211 Quail St 720-628-7290 12/31/2020 Denver, CO Colleen File Gerald Rater 18: 0001739 Registry ID: Weather:Denver Intl AP, Co Builder 3211 Quail St Workshop Denver 3211 Quail St 181ECC Flnal.blg Date: 1/19/2021 Foundation Walls ��� lM Green Your Home [] 4. Wall: R-19Draped, Full (198s.f.), Between conditioned crawl space and ambient/ground R- 19.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Cavil Insulation Grade: 1 II III Face/ Inset Comments/ Location [ ] 5. Wall: R-19 Draped, Full (93 s.f.), Between conditioned crawl space and garage/ground R- 19.0 Interior continuous Insulation, R 0.0 Interior cavity Insulation, R-0.0 exterior Insulation. Name: Cavil @ Garage Insulation Grade: 1 II III Face/ Inset Comments/ Location Rim and Band Joists [] 1. Joist BSmt/CraW Rims (177 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: BSmt/CaW Rims Insulation Grade: 1 II III Face/ Inset Comments/ Location [] 2. Joist BSmt/CraW Rims Gar (38s.f.), Between conditioned space and garage R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: BSmt/CaW Rims Gar Insulation Grade: 1 II III Face/ Inset Comments/ Location [ ] 3. Joist ist/2nd Band (215 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: ist/2nd Band Insulation Grade: 1 II III Face/ Inset Comments/ Location Mechanical Equipment [] 1. Hating:Fuel -fired air distribution, Natural gas, 95.0 PFUE. Make and Model Number [] 2. Water Heating: Instant water hater, Natural gas, 0.97 EF, 0.0 Gal. Make and Model Number REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Pagel of 9 Energy Code Inspection Checklist ��� Property Organization HERS 3211Quai Denver Green Your Home Confirmed 3211 Quail S[ 2lleen 290 4/312020 Denver, CO Colleen File Gerald Rater 12:0001J39 wean il StScver mu AP, co Worker Registry ID: Green Your Home 3211 Quail Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date: 1/192021 Mechanical Equipment [ ] 3. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number Mechanical Ventilation System [] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 90 cfm, 24.0 firs/day, 12.0 watts. System description (make) Air Leakage Control ] Blower Door Test at Final [] House is air sealed so as to achieve 1960.00 CFM50 orless at final blower door test. (Max CFM50 is: 1960) [] Visual Inspection at rough formandatory code air barrier and Insulation features. Infiltration Requirements for IECC 2009 I ECC Infiltration limit for the design home Is J ACH50. 20121 ECC Infiltration limit for the design home Is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home Is 3 ACH50. Duct Leakage (if not exempt from testing) [] Duct System 1 Leakage to Outside and Total Duct Leakage [] Duct System 1 Total Duct Leakage is specified In REM/Rate at0.040 CFM25/CFA [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [] Duct System 2Total Duct Leakage is specified In REM/Rate at0.040 CFM25/CFA Duct Leakage Code Requirements for IECC 20091ECC: Postconstructlon LeakageTest Duct Leakage to Outdoors c 8 CFM25 / 100 sq IT CFA. Rough In Testwlth AFU: Total Duct Leakage c 6 CFM25 / 100 sq IT CFA. Rough In Testwlthout AHU: Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. REWRate - Residential EnergyMalysis and Rating Software v16.0.4 This Information does not constitute any waramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist ��� Property Organization HERS 321Wor1Quai 262262 Green Your Home 12/a�O2 Den Quail S[ 2lleen0 628 290 12/31/2020 D00 Denver, CO Colleen Fire Gerald Rater 12:0001J39 :26tn62 Intl AP, co Worker tz Registry ID: Green Your Home 3211WeaQuail uail Sc Workshop Denver 3211 Quail S[ 181ECC FlnaLblg Date: 1/192021 Duct Leakage Code Requirements for IECC 2012 IECC and Prescriptive Pam for 2015 2018 IECC: Postconstructlon Leakage Test Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. Rough In Test Beth ALU: Total Duct Leakage c 4 CFM25 / 100 sq IT CFA. Rough In TestwlthoutALU: Total Duct Leakage c 3 CFM25 / 100 sq IT CFA. Notes 2015-2018 IECC Performance Pam (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute any Warranty of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. Page 9 of 9 Building Information Conditioned Area (sq ft) 3769 Conditioned Volume (cubic ft) 50401 Insulated Shell Area (sq ft) 10781 The building assemblies and the energy features listed belowhave been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed belowvell change In the field from What has been Input In the analysis. Green Your Home's field Inspection process well Identify any changes to ensure that the home continues to meet the Intent of the IECC. Reports and certificates well be furnished before GS to ensure that the house meets the Intent of the IECC. Ceilings Vaulted: R-38 Vault (2036 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Cathedrallzed Insulation Grade: 1 II III Face/ Inset Comm ents/too tion [ ] 2. Vaulted: R-38 Vault (437 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Flat Insulation Grade: 1 II III Face/ Inset Comments/ Location Above -Grade Walls [ ] 1. Wall: R-30 ALL 16od (3597 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name:AGW Insulation Grade: 1 II III Face/Inset Comments/ Location [ ] 2. Wall: R-30 ALL 16od (319 s.f.), Between conditioned space and garage R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: Garage Wall @Mud Insulation Grade: 1 II III Face/Inset Comments/ Location Windows and Skylights Wlndowto- Wall Area Ratio 0.20 REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute anymarramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. 3211 quail st Energy Code Inspection Checklist Property Organization HERS ��� 062262 Green Your Home Co/firmed 3211Quai 3211 St 720-628File r,G Denver, CO Rater IF Colleen File Gerald Rater10:000 1739 tz Registry ID: Green Your Home wam62:06tn02 mu AP, GO Worker 3211 Quail Sc Workshop 0enver 3211 Quail St i BIECC FlnaLblg Date : 1/19/2021 Building Information Conditioned Area (sq ft) 3769 Conditioned Volume (cubic ft) 50401 Insulated Shell Area (sq ft) 10781 The building assemblies and the energy features listed belowhave been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed belowvell change In the field from What has been Input In the analysis. Green Your Home's field Inspection process well Identify any changes to ensure that the home continues to meet the Intent of the IECC. Reports and certificates well be furnished before GS to ensure that the house meets the Intent of the IECC. Ceilings Vaulted: R-38 Vault (2036 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Cathedrallzed Insulation Grade: 1 II III Face/ Inset Comm ents/too tion [ ] 2. Vaulted: R-38 Vault (437 s.f.) R 0.5 continuous Insulation, R-38.0 cavity Insulation. Name: Flat Insulation Grade: 1 II III Face/ Inset Comments/ Location Above -Grade Walls [ ] 1. Wall: R-30 ALL 16od (3597 s.f.), Between conditioned space and ambient R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name:AGW Insulation Grade: 1 II III Face/Inset Comments/ Location [ ] 2. Wall: R-30 ALL 16od (319 s.f.), Between conditioned space and garage R 0.0 continuous Insulation, R-30.0 cavity Insulation. Name: Garage Wall @Mud Insulation Grade: 1 II III Face/Inset Comments/ Location Windows and Skylights Wlndowto- Wall Area Ratio 0.20 REWRate - Residential Energy Analysis and Rating Software 06.0.4 This Information does not constitute anymarramy of energy costs or savings. 0 1985-2020 NORESCC, Boulder, Colorado. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t 1 Permit Number: ❑ No one available for inspection: Timecl'-� '4 CM/PM Re -Inspection required: Yes I&`, When corrections are complete, schede-inspection online. Date: 1. 1 -E Ins i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 440E- Job Address: .. i 1 v L_ Permit Number:,'" ` w ❑ No one available for in ction Time /PM re Re -Inspection uire :- No p q When corrections are complete, schedule re -inspection online. / r` Dater l +� � t Inspoto DO NOT RE VE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division I� (303) 235-2855 Office INSPECTION NOTICE Inspection Type: qeDa ;:=PL Job Address: 2A ( (-D ej L, Permit Number: . i ' ❑ No one available for ins tion: Time M/PM Re -Inspection require 'Yep' No When corrections are complete, schedote online. EM � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ��-- Job Address:�� Permit Number:.Z52'`"j -a ❑ No one available for inspection: Ti AM/PM Re -Inspection required: YesC When corrections have been mac(e,�edu/e for re�i�ns �n online at: http✓/www.ci.wheatridge.co.uslinskect yr'-----� C i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.11www.ci. wheatridge. co. ushnspection Date:.1e) 1 - '?,r Inspector: DO NOT REMOVE THIS NOTICE The City of Wheat Ridge Third Party Form Check List Property Address 3.;)L I\ _624._Q -_ I Permit Number 202-0 00 as- I Permit Issued Date 04 1 2_1 /_2 0 2 0 Owner Information, Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Narne Inspector Contact info. Gary Manlove JBA , NA C*mu s-wq PO 8— 283 Lark SPC CO So I is CW- 720.443.828© C.M Page 1 of 2 Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 1 RC and 2012 IBC as well as all ity of Wheat Ridge Policies and Procedure and Manufacturer's recommen all srj9&Atdns_ Inspector: Date: /0 - / Lj- zz 2-0 "I hearby acknowledge that I am the owner of the buftrig referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. 8 Propery Owner/Agent: Date: /12/20 This original document and permit card, as well as the roofing check list, must be Submitted tc the Chief Building Official 1within seven days of the final ins Drop off in person Pen -nit counter 2nd floor 1500 W. 29th Ave Wheat Ridge CO 80033 105THRUCTMIMAJYJ The City of Wheat Ridge Inspection Checklist Notes MID -ROOF �-tks ,;) The City of Wheat Ridge Inspection Checklist Notes FINAL 06'Q 13 Page 2 of 2 Company Name: J8A CCMSULTINCT Company Name: JBACO LTING Inspector Signature: Inspector Signature: .7z Date of MID -ROOF Inspection/ AiA,)_,'24 2-() Date of FINAL Inspection: /3' U .0 -7- Roof Inspection Fad Structural -roof components Very that no more than 2 layers of shingles exist Flashing for roof and walls If new in sheathing is installed verify that it is fisted ; the permit description iValuation must be adjusted), Verity sheathing nail pattern tSee Policy 8, Procedures, Fz Crickets and saddles -where needed Verify B vent must have boot same gauge as pipe VeriN vent caps Verify - e, y no flasbings are damaged or rusted L Step flashing shall be rain_ of 4"x4 piece per shingle Verity scuppers allot; for proper drainage Ice and water shield 2' in heated wall spaces Underlay men's must follow 2012 IRC i'_2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2>' past roof deck I Dripedge shall be mechanicaly fastened 12" OC 90 LB roll rooting shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports_ open on three sides voth rain. slope of 1-12 dified Bitumen, EPDt T V, PO rain slope 1;4:12 slope Above roof insulation R-25 Belov; roof residential R Below roof commercial R-32 Modified Bitumen, EPDM. TPO min slope 114:12 slope must be installed In accordance with the manufacturers specifications- Most have manufactures letter of ,.P;arrant*y,,/.qth the address on the letter for final inspection Metal Roo in l&ifi Rectuirernents fuletal roof shingles shall not be installed on slope less 3-12 7 fAetal valley flashing shall be the same material as roof Metal valley flashing shall extend a min of 8" from the centerline,.vith a min- of 314 "high splash diverter rib built-in at the flow line with sections overlapping a min- of 4" Tile Roga >,Requirernents Ctay and concrete tile shall have a min. 2-1j'2A2 slope Slopes 4:12 and under require double underla-yment Company Name: J8A CCMSULTINCT Company Name: JBACO LTING Inspector Signature: Inspector Signature: .7z Date of MID -ROOF Inspection/ AiA,)_,'24 2-() Date of FINAL Inspection: /3' U .0 -7- i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L9,1 Job Address: Z// r a S� Permit Number: j! �,7 ❑ No one available for inspection: Time --—KXM/P)M Re -Inspection required: Yes No When corrections have been made, s le for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Zd�ig� Lr--- c,'�_— f_ -14 Job Address: S 1 (c� Permit Number: NQS ❑ No one available for inspection: Tirn4D �5_�M/PM Re -Inspection required: -Yes CNo. When corrections have been made,/ chi ule forre-inspec p.Qnl _ie at- 0n.4 nsctio i CITY OF WHEAT RIDGE ` Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F /�z f Job Address: 3 Z // 42" ,` -577"- Permit Number: 2e�le>® rhe ;_7 , ,,/ ❑ No one available for inspection: Time 12 .7C7 A PON Re -Inspection required: es) No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date: f,;�, - - ZCI?Ac� Inspector: DO NOT REMOVE THIS NOTICE 3' r i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: tc/ S Job Address:21 _°mac Permit Number: 5P ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp✓/www. ci. wheatridge. co. uslinspection Date: �j//�' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202000251 PERMIT NO: 202000251 ISSUED: 04/21/202.0 JOB ADDRESS: 3211 Quail St EXPIRES: 04/21/2021 JOB DESCRIPTION: New single family home - 6,007 sq ft total **REVISION: Revision to the basement unfinished storage/fitness room to include furred out walls and interior drywall on walls and ceiling. Floor to remain unfinished. Mechanical/furnace area to remain unfinished. Added valuation: $5,000 * * * CONTAC'T'S OWNER BKB GROUP LLC GC (720)746-9240 BRAD WEIMAN 180180 WORKSHOP DENVER SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. SUB (720)938-2287 TODD BECK 022380 REDLINE HEATING & COOLING, LLC **'* PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 621,055.00 FEES Total Valuation 0.00 Plan Review Fee 2,848.98 Use Tax 13,042.16 Permit Fee 4,383.05 Engin. Review Fee 150.00 ** TOTAL ** 20,424.19 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Curb cuts shall be at least 10 feet and not more than 24 feet in width. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all. applicable minimum setback and elevation requirements of the City. 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') 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, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (251) 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. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125-16- of 25%of the cost of the installation shall be required. I, by m signature, do her 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 exYnrt. I further attes{ that I am legally authorized to include all entities named within this document as paxtaes to the work to be performed and that all work to be perforrned 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, po plans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or 2LiX ordinance or fegulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Q(ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Friday, October 2, 2020 2:28:51 PM Revision to Permit Application Permit Number 202000251 assigned to project PROPERTY INFORMATION Permit Number 202000251 Property Address 3211 Quail St Property Owner Name BKB Group LLC Property Owner Phone 303-349-5960 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address CONTRACTOR INFORMATION Contact Name Haley Talley Contact Phone Number (enter WITH dashes, eg 303-123-4567) Com@ a FRO:ril"r-ArGRm 303-349-5960 haley@workshop-colorado.com Retype Contact Email haley@workshop-colorado.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Revision to the basement unfinished storage/fitness room to include furred out walls and interior drywall on walls and ceiling. Floor to remain unfinished. Mechanical/furnace area to remain unfinished. Engineer Letter (if Field not completed. applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. No 5000 $5,000 added valuation is OK Sianed Electronic Payment Form .Ddf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this Yes Yes Yes application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Haley Talley Revision Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7 Permit Number: 7 C 2 .$ ❑ No one available for inspection: Time ` FR TOAM/p Re -Inspection requiredYes,) No'.or e When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. us4nspection Date: 5%hzS/.?C7 nspector: -S DO NOT REMOVE THIS NOTICE City of W heat j- ' idgc COMMUNITY DEVFI oil m EV T FOR OFFICE USE ONLY Approved by .e�w_z� —7/Z76Z/ Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29`h AN c. Wheat Ridge. ('O 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: MAY 21, 2020 PERMIT# ADDRESS: 3211 QUAIL STREET LOT 4 , BLOCK - QUAIL CREEK ESTATES SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET SIDE: 15 FEET If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): ,AC Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print ViL•4ym C9 //O 'e -v. ;i9y"TA Date��� ez> t�tuii�l��/�/'/ Professional Surveyor REG js ,ko..✓•e•:TF�'% L LAt�� 111MO N %%iN i% xi.i%heatridge.co.u, Rev 11/18 EXHIBIT N FOUND NAIL AND BRASS TAG PLS 36561 I�30' DRAINAGE AND LOT 3 UTILITY EASEMENT —N8�'Y9 �E�t78:38 — 17 5' 1715 — io I 5.0 N LOT 4 00 #3211 3 I 39. 1n I N c I . O O Z /y>> *49,11. SS, 44. N89'29'030E 24.83' x-10' UTILITY EASEMENT TRACT B 5' UTILITY AND DRAINAGE I EASEMENT N89'1 9'53"E 97.92' 5.00' 10' GAS EASEMENT-� I-- 1 1� NOTICE TO SURVEYOR: SCALE 1 " = 40' 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. E- O r J n � 0 O Z 1.5' DEDICATED 1 RIGHT OF WAY N89'1 9'53"E 97.92' 5.00' 10' GAS EASEMENT-� I-- 1 1� NOTICE TO SURVEYOR: SCALE 1 " = 40' 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S Job Address: Qum Permit Number: 7,51 ❑ No one available for inspection: Time - ° e�' AMCD Re -Inspection required: Yes t,�oo When corrections have been made, schedule for re -inspection online at: httpYA,vww. ci. wheatridge. co. uslinspection Date: �7/�..3 «� Inspector: .51� DO NOT REMOVE THIS NOTICE er ark Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 September 18, 2020 Mr. Evan Matthews Workshop Denver 4373 Jason Street Denver, Colorado 80211 Arvada, CO 80004 Subject: Interior Shear Wall Sheathing 3211 Quail Street, Wheat Ridge, CO GEI Job No. 190268D Dear Evan: � z // Z C2 1-0 (303) 940-0996 E-mail: office@geistructural.com 41 We reviewed the pictures of the interior shear walls on September 17, 2020. The purpose for our review was to verify the visible condition of the interior oriented strand board shear wall sheathing. Following are our observations. During our review, we noted that the house was framed with the interior sheathing in place. We observed the visible condition of the sheathing and nailing in accordance with our plan recommendations. Based on our visual review of pictures it is our opinion that the interior oriented strand board wall sheathing is installed and attached in general conformance with the recommendations. If there are any questions or if we may be of further service, please call. �.N Sincerely, Gerar Enterprises, Gerarg`A. Meiser, I Gerard Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 Arvada, CO 80004 (303) 940-0996 E-mail: office@geistructural.com August 26, 2020 Mr. Evan Matthews Z. re 0 ®® e S/ Workshop Denver 4373 Jason Street Denver, Colorado 80211 Subject: Limited Field Observation of Framing 3211 Quail Street, Lot 4, Quail Creek Subdivision Wheat Ridge, CO GEI Job No. 190268B Dear Evan: We visited the subject site on August 21, 2020. The purpose for our visit was to review the visible conditions of the new framing. Following are our observations. During our visit. we noted that the house framing was nearly complete. The framing appeared to be in general conformance with the framing plans. Welding not complete at the time of observation and will be observed at later date. Based on our observation it appears that the framing is in general conformance with our plans and recommendations. If there are any questions or if we may be of further service, please call. Sincerely, and nterprises, Ince Gerard A. Meiser, P.E. 26108 Gerard A. Meiser Digitally signed by Gerard A. Meiser Date: 2020.08.26 09:34:01 -06'00' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE InspectionType: Job Address: 3 all (5 v S/ Permit Number: 2�04?7C9 670 0_6 / J No one available for inspection: Time 12, '&_�,Awpm Re -inspection required: /Yes, No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. ueinspection Date:- q1ZZ1&72-V Inspector: DO NOT REMOVE THIS NOTICE AVNk erard Enterprises, Inc. Structural Engineers 6355 Ward Road, Suite 308 Arvada, CO 80004 (303) 940-0996 E-mail: office@geistructural.com September 9, 2.020 -32-11 Mr. Evan Matthews Workshop Denver 4373 Jason Street Denver, CO 80218 Subject: Welding Observation Custom Residence 3211 Quail Street, Lot 4, Quail Creek Estates Wheat Ridge, Colorado GEI Job No. 190268C Dear Evan: St- We visited the subject site on September 3, 2020. The purpose for our visit was to observe the welding between the steel beams and columns at the subject residence. Following are our observations. During our visit, we noted that the house was framed. There were several steel to steel welded connections at the residence. During our visit, we noted that all welding appears to be in general conformance with the plan recommendations. If there are any questions or if we may be of further service, please call. Sincerely, ��`�`�o•p q";y�� Gerard Enterprises, Inc � =. Q 26108 00 Gerard A. Meiser, P.E. '�S�i©asp Digitally signed Gerard by Gerard A. g Meiser ser Date: 2020.09.10 ,,' 15:57:57 -06'00' :37 z it s "/ St zoaz-S�/ 1 • PO Box 2016 Phone (970) 513-4705 Silverthorne, CO 80498 Quality Insulation systems Fax (970) 5134706 September 14, 2020 Jack Tiption Workshop Denver RE: Insulation Certificate for 3211 Quail INSULATION CERTIFICATE Roof Area: 3" R20 Icynene Proseal in conjunction with R19 Unfaced Fiberglass Batt Insulation (R39 Total) Heel Cuts: 3" R20 Icynene Proseal Exterior 2x6 Walls: R23 Blown In Blanket Insulation with a tape sealed 4 mil Vapor Barrier Cantilevers: 3" R20 Icynene Proseal Draft Stopping at Drop Ceilings: Thermafiber Fire Safing Foam Chinking of Exterior Doors, Windows, and Plate Penetrations Thank you for the opportunity to insulate this project. Please call 970-513-4705 if you have any questions. Sincerely, Mark Dean ICC -ES Evaluation Report 3 z qt.cj Sf ESR -3199 2-O Ply S Y Reissued April 2019 Revised November 2019 This report is subject to renewal April 2020. www.icc-es.org 1 (800) 423-6687 1 (662) 699-0643 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation Section 07 25 00—Water-Resistive BarriersMeather Barriers REPORT HOLDER: ICYNENE-LAPOLLA EVALUATION SUBJECT: ICYNENE-LAPOLLA MD-C-20OTM 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 International Building Code® (IBC) ■ 2018, 2015, 2012 and 2009 International Residential Code® (IRC) ■ 2018, 2015, 2012 and 2009 International Energy Conservation Code® (IECC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Surface -burning characteristics ■ Physical properties ■ Thermal resistance (R -values) ■ Attic and crawl space installation ■ Air permeability ■ Vapor permeability ■ Fire–resistance-rated construction ■ Water -resistive barrier ■ Exterior walls of Types I–IV construction 1.2 Evaluation to the following green standard: 2008 ICC 700 National Green Building StandardTm (ICC 700-2008) Attribute verified: See Section 3.1 2.0 USES Icynene-Lapolla MD -C-200 spray foam is used as a nonstructural thermal insulating material in Types I, ll, III, IV and V construction under the IBC and dwellings under the IRC. The insulation is for use in wall cavities, floor assemblies, ceiling assemblies, exterior side of vertical foundations or the underside of on -grade slabs. It may be used in attics and crawl spaces when installed in accordance with Section 4.4. Under the IRC, the insulation may be used as air -impermeable insulation when installed in accordance with Section 3.4, and as a vapor retarder when installed in accordance with Section 3.5. Icynene- Lapolla MD -C-200 spray foam may be used in fire - resistance -rated construction when installed in accordance with Section 4.5, and in Types I through IV construction when installed in accordance with Section 4.6. The insulation may be used as an alternative to the water - resistive barrier required in 2018 IBC Section 1403.2 (2015, 2012 and 2009 IBC Section 1404.2) and IRC Section R703.2, when installed as described in Section 4.7. 3.0 DESCRIPTION 3.1 MD -C-200 Insulation: Icynene-Lapolla MD -C-200 foam plastic insulation is a two - component, closed -cell, spray -applied foam plastic with a nominal density of 2.4 pcf (38.4 kg/m3). The polyurethane foam is produced by combining Icynene Base Seal MDI isocyanate (the A component) and Icynene MD -C-200 resin (the B component). The products have a shelf life of six months when stored in factory -sealed containers at temperatures between 60°F and 85°F (16°C and 29°C). The MD -C-200 is supplied in one formulation for all climates. The attributes of the insulation have been verified as conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Surface Burning Characteristics: The Icynene-Lapolla MD -C-200 insulation, at a maximum thickness of 4 inches (102 mm) and a nominal density of 2.4 pounds per cubic foot (38.4 kg/m3), has a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with ASTM E84 (UL 723). TCC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report ora recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ■ to any finding or other matter in this report, or as to any product covered by the report." - Copyright O 2019 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 5 ESR -3199 I Most tfdelyAccepted and Trusted Page 2 of 5 3.3 Thermal Resistance: Icynene-Lapolla MD -C-200 insulation has a thermal resistance, R -value, at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: Icynene-Lapolla MD -C-200 insulation, at a minimum 1.4 -inch (25.4 mm) thickness, is considered air - impermeable insulation in accordance with 2018, 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4), based on testing in accordance with ASTM E2178. 3.5 Vapor Permeability: Icynene-Lapolla MD -C-200 insulation has a vapor permeance of less than 1 perm (5.7x10-" kg/Pa-s-m2) at a minimum thickness of 1.5 inches (38.1 mm) and may be used where a Class II vapor retarder is required by the applicable code. 3.6 Intumescent Coatings: DC 315 intumescent coating (ESR -3702), manufactured by International Fireproof Technology, Inc., is a water-based coating supplied in 5 -gallon (19L) pails and 55 -gallon (208L) drums. The coating material has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 50°F (10°C) and 80°F (27C). 4.0 DESIGN AND INSTALLATION 4.1 General: Icynene-Lapolla MD -C-200 must be installed in accordance with the manufacturer's published installation instructions, this report and the applicable code. The manufacturer's published installation instructions and this report must be strictly adhered to, and a copy of the instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: Icynene-Lapolla MD -C-200 must be applied using spray equipment specified by Icynene, Inc. The insulation must not be used in areas having a maximum service temperature greater than 180°F (82°C), must not be used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after application. Where Icynene-Lapolla MD -C-200 is used as an air -impermeable barrier, such as in unventilated attic spaces regulated by IRC Section R806, the insulation must be installed at a minimum thickness of 1.4 inch (35.6 mm). The insulation is applied to the intended thickness, with each pass being a maximum of 2 inches (51 mm). Where multiple passes are required, the cure time between passes is in accordance with the manufacturer's instructions. Icynene-Lapolla MD -C-200 must be installed only by factory -certified applicators. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene-Lapolla MD -C-200 spray foam insulation must be separated from the interior of the building by an approved thermal barrier of '/cinch -thick (12.7 mm) gypsum board installed using mechanical fasteners in accordance with the applicable code, or an equivalent thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the insulation and the interior of the building. There is no thickness limit when installed behind a code -prescribed thermal barrier except as noted in Sections 4.4.2.1, 4.4.2.2 and 4.4.3. 4.3.2 Application without a Prescriptive Thermal Barrier: Icynene-Lapolla MD -C-200 may be installed without the thermal barrier prescribed in IBC Section 2606.4 and IRC Section R316.4, when the installation is in accordance with this section. The insulation and coating may be spray -applied to the interior facing of walls, the underside or roof sheathing or roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a thermal barrier or ignition barrier. The thickness of the insulation applied to the underside of the roof sheathing must not exceed 10 inches (254 mm). The thickness of the insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The insulation must be covered on all surfaces with DC 315 coating at a minimum wet film thickness of 24 mils (16 mils dry). The coating must be applied over the Icynene-Lapolla MD -C-200 insulation in accordance with the coating manufacturer's instructions, ESR -3702 and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4 Ignition Barrier - Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When Icynene-Lapolla MD -C-200 insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so the foam plastic insulation is not exposed. Icynene-Lapolla MD -C-200 insulation may be installed in unvented attics in accordance with 2018, 2015, 2012 IRC Section R806.5 or 2009 IRC Section R806.4. 4.4.2 Application without a Prescriptive Ignition Barrier: Where Icynene-Lapolla MD -C-200 spray foam is installed in an attic or crawl space without a prescriptive ignition barrier, in accordance with Sections 4.4.2.1 and 4.4.2.2, the following conditions apply: 1. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. 2. There are no interconnected attic, crawl space or basement areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with the IMC (Intemational Mechanical Code®) Section 701. 5. Attic ventilation is provided when required by 2018 IBC Section 1202.2 (2015, 2012 and 2009 IBC Section 1203.2) or IRC Section R806, except when air - impermeable insulation is permitted in unvented attics in accordance with 2018, 2015 and 2012 IRC Section R806.5 or 2009 IRC Section R806.4. 6. Under -floor (crawl space) ventilation is provided when required by 2018 IBC Section 1202.3 (2015, 2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. 4.4.2.1 Attics and Crawl Spaces -Uncoated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 8 inches (203 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The insulation does not require a code -prescribed ignition barrier or coating. ESR -3199 I Most Widely Accepted and Trusted Page 3 of 5 4.4.2.2 Attics and Crawl Spaces -Coated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The Icynene-Lapolla MD -C-200 insulation must be covered on all surfaces with DC 315 Coating at a minimum dry film thickness of 3 mils (0.08 mm) [wet film thickness of 4 mils (0.10 mm)] at a rate of 0.25 gallons (0.95 L) per 100 square feet (9.3 m2). The coating must be applied over the Icynene-Lapolla MD -C-200 insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4.3 Use on Attic Floors: Icynene-Lapolla MD -C-200 insulation may be installed exposed at a maximum thickness of 111/4 inches (286 mm) between and over the joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. An ignition barrier in accordance with the IBC Section 2603.4 and IRC Section R316.5.3 may be omitted. 4.5 One-hour Non -load-bearing Fire -resistance -rated Wall Assembly: 4.5.1 Exterior Face: Nominally 6 -inch -deep (152 mm), No. 18 gage galvanized steel studs, spaced 16 inches (406 mm) on center, are fastened to No. 18 gage galvanized steel floor and ceiling tracks. One layer of 'h -inch -thick (12.7 mm) Georgia Pacific DensGlass® Gold Exterior Sheathing is installed parallel to steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the interior Type X gypsum board, and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using 11/4 -inch long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW -10 brick ties, 6 inches (152 mm) long by 11/2 inches (38 mm) wide, are spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured using twol5/8-inch-long (41.3) self -drilling screws, through 4 -inch (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inch (197 mm)], laid in a running bond pattern with Type S mortar, leaving a nominally 1 -inch (25.4 mm) air gap between the brick and the exterior sheathing. The stud cavity is filled with Icynene- Lapolla MD -C-200 insulation to a maximum nominal thickness of 6 inches (152 mm). 4.5.2 Interior Face: Type X gypsum board, 5/8 -inch (15.9 mm) thick and complying with ASTM C1396, is applied to the interior side with the long edge parallel to steel studs, and is secured using 11/4 -inch -long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints. A minimum 2 -inch -wide (51 mm) paper, plastic, or fiberglass tape is embedded in the first layer of compound over butt joints of the gypsum board. 4.6 Exterior Walls in Type I, II, III and IV Construction: 4.6.1 General: When used on exterior walls of Types I, ll, 111 or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the Icynene-Lapolla MD -C-200 insulation must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of Icynene-Lapolla MD -C-200 insulation is 2785 Btu/ft2 (31.6 MJ/m2) per inch of thickness, when tested in accordance with NFPA 259. 4.6.2 Specific Wall Assemblies: Wall assemblies must be as described in Table 2. 4.7 Water -resistive Barrier: Icynene-Lapolla MD -C-200 insulation may be used as an alternative to the water -resistive barrier prescribed in 2018 IBC Section 1403.2 (2015, 2012 and 2009 IBC Section 14042) and IRC Section R703.2, when installed on exterior walls as described in this section. Icynene-Lapolla MD -C- 200) insulation must be spray -applied to the exterior side of sheathing, masonry or other suitable exterior wall substrates to form a continuous layer of 1 inch (25.4 mm) minimum thickness. All construction joints and penetrations are to be completely sealed with Icynene-Lapolla MD -C-200 insulation. 5.0 CONDITIONS OF USE The Icynene-Lapolla MD -C-200 spray foam insulation described in this report complies with, or is a suitable alternative to what is specified in those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The product must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The insulation must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2603.4, except when installation is as described in Section 4.3.2 or in attics and crawl spaces as described in Section 4.4.2. 5.3 The insulation must not exceed the thickness and density noted in Sections 3.2, 4.3, 4.4, 4.5 and 4.6 of this report. 5.4 The insulation must be protected from the weather during and after application. 5.5 The insulation must be applied by installers certified by Icynene-Lapolla. 5.6 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with 2018, 2015 and 2009 IBC Section 2603.8 (2012 IBC Section 2603.9), or IRC Section R318.4, as applicable. 5.7 Jobsite certification and labeling of the insulation must comply with 2018 or 2015 IRC Sections N1101.10.1 and N1101.10.1.1 (2012 IRC Sections N1101.12.1 and N1101.12.1.1 or 2009 IRC Sections N1101.4 and N1101.4.1) and 2018, 2015 and 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 (2009 IECC Sections 303.1.1 and 303.1.1.1), as applicable. 5.8 The A and B components of the insulation are produced under a quality control program with inspections by IGC -ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Spray -applied Foam Plastic Insulation, (AC377), dated April 2016 (editorially revised April 2018), including reports of tests in accordance with Appendix X of AC377. ESR -3199 I Most WidelyAccepted and Trusted Page 4 of 5 6.2 Report of air permeance tests in accordance with 7.0 IDENTIFICATION ASTM E2178. 6.3 Report of vapor permeance tests in accordance with ASTM E96. 6.4 Engineering Analysis of fire -resistance tests in accordance with ASTM E119. 6.5 Report of fire propagation characteristics testing in accordance with NFPA 285. 6.6 An engineering analysis supporting the report of testing I accordance with NFPA 285. 6.7 Reports of room corner fire tests in accordance with NFPA 286. 6.8 Report of potential heat tests in accordance with NFPA 259. 6.9 Report of critical radiant flux test in accordance with ASTM E970. 6.10 Reports of tests in accordance with applicable sections of the ICC -ES Acceptance Criteria for Foam Plastic Sheathing Used as a Water -resistive Barrier (AC71), dated February 2013 (editorially revised January 2018). 7.1 Containers of Icynene-Lapolla MD -C-200 components are identified with a label bearing the Icynene Inc. name and address; the product trade name (Icynene- Lapolla MD -C-200; the lot number; the flame spread and smoke developed indices; mixing instructions; density; the shelf life and the expiration date; and the evaluation report number (ESR -3199). International Fireproof Technology, Inc. / Paint to Protect Inc., DC 315 coating is labeled with the manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration date; the manufacturer's instructions for application and evaluation report number (ESR -3702). 7.2 The report holder's contact information is the following: ICYNENE-LAPOLLA 15402 VANTAGE PARKWAY EAST SUITE 322 HOUSTON, TEXAS 77032 (877) 636-2648 www.icynene-lapolia.com swill iamsOl cy nene-lapol la. com TABLE 1 -THERMAL RESISTANCE (R -VALUES) THICKNESS (inch) R -VALUE (°F.ft'.h/Btu) 1.0 6.6 3.5 23 4.0 26 5.5 36 6.0 40 7.5 50 8.5 56 9.5 63 10.0 66 11.25 74 For SI: 1 inch= 25.4 mm; 1°F.ftz.h/Btu = 0.176110°K.m2.h/W. 'R -values are calculated based on tested K -values at 1- and 4 -inch thicknesses. 2R -values greater than 10 are rounded to the nearest whole number. ESR -3199 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 2—NFPA 286 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS Base Wall System - 1 - Concrete wall. Use either 1, 2 or 3 2 - Concrete masonry wall. 3 -Minimum 3518 -inch -deep (92 mm), No. 20 gage, C-shaped steel studs, spaced a maximum of 24 inches on center with lateral bracing every 4 feet (1219 mm) as required by code. Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline, attached with Z -clips. Thickness must match stud cavity depth. Cavity Insulation - Use either 1, 2 or 3 1 - None. 2 - Partial cavity fill with a maximum air space of 2 inches (51 mm) or full cavity depth not exceeding 75/8 inches (194 mm) of Classic, Classic Plus or Classic Max (ESR -1826); MD -R-210 (ESR -3493); MD -C-200 (ESR -3199); or Proseal (ESR -3500). 3 - Any insulation qualified as noncombustible in accordance with ASTM El 36. 4 - Glass fiber batt insulation. 5 - Mineral fiber insulation. ` Insulation must comply with the applicable requirements of 2018, 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). Exterior Sheathing - Only for Base Wall Minimum'/2-inch-thick (12.7 mm), glass mat gypsum sheathing complying with ASTM C1177. System No.3 - Sheathing shall be attached with No. 6, 11/4- inch -long (32 mm)self-tapping screws located 8 inches Use either 1 or 2 (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA -216. Exterior Insulation Maximum thickness of 51/2 inches (140 mm) of Proseal Eco (MD -R-210) (ESR -3493); MD -C-200 (ESR -3199); or Proseal (ESR -3500). Exterior Wall Covering - 1 - Brick - standard nominally 4 -inch -thick (102 mm) clay brick; brick veneer anchors - standard Use either 1, 2, 3, 4, 5, 6 or 7 types installed a maximum of 24 inches OC vertically on each stud°. 2 - Stucco - minimum 3/4 -inch -thick (19.1 mm), exterior cement plaster and lath with a secondary water -resistive barrier may be installed between the exterior insulation and the lath. 3 - Natural stone (limestone, granite, marble, sandstone), minimum 2 -inch -thick (51 mm)°. 4 - Cast artificial stone, minimum 11/2 -inch -thick (38 mm), complying with AC51 and subject of an existing ICC -ES evaluation report°. 5 - Terracotta cladding, minimum of 1'/4 -inch -thick (32 mm)`. 6 - Precast concrete panels, minimum of 11/2 -inch -thick (32 mm)°. 7 - Concrete masonry units (CMU), minimum of 1'/z -inch -thick (38 mm)°. b. The maximum air gap between exterior insulation and cladding shall be 2 inches (51 mm). C. Any standard non -open -jointed installation technique such as ship -lap, etc., may be used. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /A/is- Job A/ sJob Address: 32-11 �c Permit Number: Z -yo -o Q a �✓.✓ Ste. !s��i .s�' _ !:�:G/l � , �_�; �' P T ❑ No one available for inspection: Time PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci, wheatridge, co. usrnspection Date: % �Z�lp Inspector: DO NOT REMOVE THIS NOTICE A CITY OF WHEAT RIDGE u R Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /N S Job Address: _TZ / r ,,a %—� 7 Permit Number: F o 'e20 2-"_57/ ❑ No one available for inspection: Time -�9 6_ M Re -Inspection required:Yes No When corrections have been made, schedule for re -inspection online at: h ttpYAvww. ci, whea tridge. co, usrnspection Date: PA2aV Inspector: DO NOT REMOVE THIS NOTICE /o -'r a i CITY OF WHEAT RIDGEIr- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:1'- Permit Number: 7 g_"? Ze: 5 > 04!f> ❑ No one available for inspection: Time AM'M Re -Inspection required: Yes M9 When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date7&124920 Inspector: " DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !-" Job Address: 7 .0z Permit Number: [—P e!7 p . S lilt• ,D � �� ❑ No one available for inspection: Time ATD Re-inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpA,vww.ci. wheatridge.co.usrnspection Date: /s J!���rr� Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE 2.' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 5 le 1,✓ l-= Job Address: 75 / C2c,�e:; Permit Number: 2 00 r--) ❑ No one available for inspection: Time �` AM/PM Re -Inspection required: Yes Mo When corrections have been made, schedule for re -inspection online at: http //www..ci.wheatridge.co.us4nspection Date: I ��`� Inspector: :•,�"" DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE 2.' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 5 le 1,✓ l-= Job Address: 75 / C2c,�e:; Permit Number: 2 00 r--) ❑ No one available for inspection: Time �` AM/PM Re -Inspection required: Yes Mo When corrections have been made, schedule for re -inspection online at: http //www..ci.wheatridge.co.us4nspection Date: I ��`� Inspector: :•,�"" DO NOT REMOVE THIS NOTICE E I f 1 RAiDdri mi-riGATioN 4 ' SYSr ; RE: 1/A.16 f y; co i t f f ii f qtr WALL (Low= BUILT-IN sELc d ! Y a t UN WISHED MECH%STC X 623.49 sq UNFI ISHEI f Fi ! y r CRAWLS q � 4 1 i 21,-x" t } f 1 , ✓ — � a 1 rn t RAV& SPI CE ACCESS Lid ul IV } J } '}s1 Ln -i Ex)0141 cr (3D H. 8'' i' ear F f Hl - 12 --1 r f -` _''» & t i EL: TILE - - Vr { PET f ' ARES 15' j xz=— 1 fi fs# G ft }' TED Tk i 3 A: 42.46 sq ft I RAi3[,�N ts�litC�+4?tfltV 1 � �--.�� N: 9 5" � r SYSTEM. 11A,16 UNFINI HEO �F'LYyyCpp LOA FL: TILE 1G•3f `— AC CHASE � r SLL —'^.'�• _ 'fi' `� - .-: -.. '- -tr._.#7nR�' G ^•-.i. f. rs...,, :.. -^czmr-moi ....,..�. ... .-...... 1119 109D A:548,08 sq tt ' H: a-5` t PLAY R(}nM W.i.G i UNFINISHED g 106 f � b A: 162.90 sq ft -1,-g" , f 14'-0" 7'-4 Ac 87.49 r4 It � 0 � 9 t FL. 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I! • w � w w Q i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1J f%S 0A4 Job Address: 7a (!�Ua Permit Number: W 0-0 !�)C Z S/ LJNo one available for inspection: Time `I-7pM Re -Inspection required: Yes J When corrections have been made, schedule for re -inspection online at. h ttp✓/www. ci. wheatridge. co. uslinspection Date: Z, ® Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: % F w L) Job Address: v q Permit Number: G7 LlNo one available for inspection: Time `� ' IVB PM: Re -Inspection required: Yes Nco When corrections have been made, tre'dule for re -inspection online at. h ttp ✓/www, ci. wheatridge. co. us4nspection Date: % spector: ``s DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 2_ � 2'4Z2 eCC2 S� / ❑ No one available for inspection: Time 'ram' AMJ Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE it 4 Inspection Type' ' � Job Address: Permit Number:' - ❑ No one available for inspection: Timet " U/ MYPM Re -Inspection required: Yes No._ *When corrections have been made, sche ule for re -inspection online at: h ttp://www. ci. whea tridge. co. u�nspection� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _ Permit Number: ❑ No one available for inspection: Time AIV'�PM Re -Inspection required: Yes {Kg___) When corrections have been made, dule for re -inspection online at. http✓/wwwci.wheatridge.co.0 nsp cti0 . Z. Ins ct i CITY OF WHEAT RIDGE /.3 .0 Building Inspection Division (303) 235-2855 Office /c2'_r o INSPECTION NOTICE Inspection Type: H iy V !� Job Address: Permit Number:7—Q� ? $ ❑ No one available for inspection: Time A:2.�?,� PM Re -Inspection required: Yes f/,fz) When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usrnspection ,p Date: 8 h,? 41-0,?o Inspector: 56 DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: w VP Job Address: 3z//_vim Permit Number: Z -O i -O ©f Z S/ �r %f .4 - Ile— . ❑ No one available for inspection: Time PM Re -Inspection require `Yes r< No When corrections have been made, schedule for re -inspection online at: httpYlwww. ci, wheatridge. co. usfinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 14, CITY OF WHEAT RIDGE -A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 73�F// sr Permit Number: ;?r �a-,j C- <5 / LJ No one available for inspection: Time Re -inspection required: Yes �Zo,' When corrections have been made, schedule for re -inspection, online at: http://Www.ci.wheatridge.co.uslinspection Date:- 7�v- Inspector: A DO NOT REMOVE THIS NOTICE City i ge ]�PrWh6atp,.,d C.�OMMUNI-rY DEVELOPMENT FOR OFFICE USE ONLY Approved by: 7 Z � ZcZ/7 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29'h A\ c. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: MAY 21, 2020 PERMIT# ADDRESS: 3211 QUAIL STREET LOT—4 BLOCK- , QUAIL CREEK ESTATES SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET SIDE: 15 FEET If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed v / Print n/D o�V• le34 X geAc Date */`Z'�f�o Professional Surveyor 0 REG W ,�j``�pND �1.�"t 6973 =W_ L? LAW » ��ti.ci.►� hcalridge.ca.us Rev 11!18 EXHIBIT i FOUND NAIL AND BRASS TAG PLS 36561 SCALE 1" a 40' 1. Elevations shall be shown for ALL foundation comers. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North - top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scole show as N.T.S. �30' DRAINAGE AND LOT 3 { DRAINAGE 5' UTILITY AND UTILITY EASEMENT EASEMENT I I�— --N89't9 53aE—t75-.38' – — — — — 175 175' N I 5.0' 5.00' � I ;.� OD LOT 4 I I I X3211 N 3 ( Oo 1113 I N QQ V) _ I Z I 35.3 R O — I O G3 Z N,1'49,11.�W z 2 1.5' DEDICATED RIGHT OF WAY I Ss 44' N$9'19'53"E 91.92' 15.00' N89'29'03"E 24.83' I ( -x-10' UTILITY EASEMENT 10' GAS EASEMENT --I 1 I -- I� j TRACT B SCALE 1" a 40' 1. Elevations shall be shown for ALL foundation comers. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North - top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scole show as N.T.S. City of lheate ]Aormtv+t1n11iY L7EVEt�PMrvnl°r FOR OFFICE USE ONLY Approved by: k 7/? Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: MAY 21, 2020 PERMIT# Z o2 c>e c, Zs 1 ADDRESS: 3211 QUAIL STREET LOT—4 BLOCK- , QUAIL CREEK ESTATES SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET If in the floodplain, the MINIMUM ELEVATION is determined to be: SIDE: 15 FEET (NAVD88). The above measurements have been determined on the following location: (Check only one):yf Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print vie A Y /%/,0 Date _a�111nuui//r°°° Professional Surveyor �— 0 RE 6973 e.co �NAL LA1�� ° SNw��.ci.��hc:�triJ�.ug°°1f) n n 111111 f Rev 11/18 EXHIBIT 0 FOUND NAIL AND BRASS TAG PLS 36561 �J ( 30' DRAINAGE AND LOT 3 I UTILITY EASEMENT L--N8M'WE—t75-38'-- i 5 1 5 — 5 3 .0 I LOT 4 I I X3211 3 I C 9. CAI In I N I3 Z I ' - 3; t-a 71 ss , N8929'03"E 24.83' 1--10' UTILITY EASEMENT I TRACT B f5' UTILITY AND DRAINAGE IEASEMENT N89'19'53"E 97.92' 5.00' 10' GAS EASEMENT—� I-- 1 11 NOTM TO sUSCALE 1 " = 40' 1. Elevations shall be shown for ALL foundation comers. 2. Foundation comers with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. '-5.00' Iw I I N O I 3 �jj J O V IO Z 1.5' DEDICATED RIGHT OF WAY N89'19'53"E 97.92' 5.00' 10' GAS EASEMENT—� I-- 1 11 NOTM TO sUSCALE 1 " = 40' 1. Elevations shall be shown for ALL foundation comers. 2. Foundation comers with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. �g City of Ct3MMt3Nrry DEVUOPMFN I FOR OFFICE USE ONLY Approved by: Brandon Fresquez 7/17/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: MAY 21, 2020 PERMIT# 2 oZ oc�© Zs 1 ADDRESS: 3211 QUAIL STREET LOT 4 , BLOCK - QUAIL CREEK ESTATES SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 30 FEET REAR: 15 FEET SIDE: 15 FEET SIDE: 15 FEET If in the floodplain, the MINIMUM ELEVATION is determined to be: (NAVD88). The above measurements have been determined on the following location: (Check only one): Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed rPJL Print �y m u A/'9 DateT1rk:�I'v Professional Surveyor `\�tuuuuir, IN/ 6973 � -6 ze, so.................. s��,,, LAk1O1t.�` www.ci.wticatrictge.co.us Rev 11/18 EXHIBIT 0 FOUND NAIL AND BRASS TAG PLS 36561 30' DRAINAGE AND LOT 3 UTILITY EASEMENT L —N89"'5fE—t7�38' 77 17.5 to C14 N LOT 4 00 1 #3211 3co E U I N 0 M O O Z — — �7149111 "w 21 5' UTILITY AND DRAINAGE EASEMENT 5.0' L 1 X5.00' C —39.1' � O r W W 3 � 35.3' J I� Q —35.3 N O O Z 1.5' DEDICATED RIGHT OF WAY L ss 44' N 89'19' 53"E 97.92' N89'29'03"E 24.83' I�5.00' 1-10' UTILITY EASEMENT 10' GAS EASEMENT I I I� TRACT B � N NOTICE TO SURVEYOR: SCALE 1 " = 40' WC 1. Elevations shall be shown for ALL foundation corners. C 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of property. 5. If drawing is to scale, provide the scale. If not to—scale show as N.T.S. S i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:`' Job Address:'?-? Permit Number:y U t nov ❑ No one available for inspection: Time AM/PM Re -Inspection required: fes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.usVinspection tr Date: 7) ' r.) °-' � Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -e -'t °�r F'� `� I J No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. us/inspection Date: Inspector: ®O NOT REMOVE 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: �Q Job Address: >2 v 4 sv Permit Number: 0 y 0� i ❑ No one available for inspection: Time ,� AM/PM Re -Inspection required: �e No When corrections have been made, call for re -inspection at 303-234-5933 Date: L� -� °�' Inspector- DO nspector 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: S1 Permit Number: ;-D V", r— ❑ No one available for inspection: Time 17 2 SAM Re -Inspection required: Yes (.�� When corrections have been made, call for re -inspection at 303-234-5933 Dater `I1 "' Inspector: ' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 202000251 PERMIT NO: 202000251 ISSUED: 04/21/2020 JOB ADDRESS: 3211 Quail St EXPIRES: 04/21/2021 JOB DESCRIPTION: New single family home - 6,007 sq ft total *** CONTACTS *** OWNER BKB GROUP LLC GC (720)746-9240 BRAD WEIMAN 180180 WORKSHOP DENVER SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)332-9727 PRO PLUMBING AND HEATING 130030 PRO PLUMBING AND HEATING INC. SUB (720)938-2287 TODD BECK 022380 REDLINE HEATING & COOLING, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 616,055.00 FEES Total Valuation 0.00 Plan Review Fee 2,831.11 Use Tax 12,937.16 Permit Fee 4,355.55 Engin. Review Fee 150.00 ** TOTAL ** 20,273.82 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Curb cuts shall be at least 10 feet and not more than 24 feet in width. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. 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') 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, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final inspection. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting,a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica"de or any or mance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat id.ge COMMUNrry DEVELOI'MLN I Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email. permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # \ .Lj C; n Plan Review Fee: 1 LJJ Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications Property Address: 3211 Quail St may not be processed. *** Property Owner (please print): BKB Group LLC Phone: 720-746-9240 Property Owner Email: sarah@workshopdenver.com Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 4373 Jason St City, State, Zip: Denver, CO 80211 Architect/Engineer: Work Shop Denver/ STRUCTURAL: GERARD ENTERPRISES, INC. Architect/Engineer E-mail: sarah@workshopdenver.com Contractor: Workshop Denver - Brad Weiman City of Wheat Ridge License M Phone: 720-746-9240 Phone: 720-746-9240 Contractor E-mail Address: brad@workshopdenver.com or sarah@workshopdenver.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Sarah Barr Phone: 720-989-1556 CONTACT EMAIL(please print): sarah@workshopdenver.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # 120187 W.R. City License # 130030 W.R. City License # 070210 Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL ❑X RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. New single family residential home with attached garage located at a newly approved "minor subdivision", Quail Creek Estates. Residence is two stories with a basement and an attached garage. Prior use and proposed use are both residential. 6,007 total gross square feet including the attached 2 -car garage. 3,769 square feet of that is conditioned / habitable square feet. Reference material for the approved engineering for the "minor subdivision", Quail Creek Estates. 6 bedrooms, 5 1/2 bathrooms. Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 616055 OVINERWONTRACTOR SIGNATIiRE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): "'--� DATE: 01/27/20 Printed Name: Sarah Barr - Work Shop Denver DEPARTMENT USE ONLY ZONING COMMMENTS: —1 e� Reviewer: j� I �W LAIC BUILDING DEPARTMENT COMMENTS- Reviewer. OCCUPANCY CLASSIFICATION: ty' CONSTRUCTION TYPE: NP,' PUBLIC WORKS COMMENTS: /) P(.jaA� /qCVV 7-i F— 'TkL EXGAiIA?��N E'xC4_iJr;;JC>t 1 7.0fie. ; '- Reviewer: I 2) Q CiV vt _ ACZ,01 fAiJ1ED L3Y ^1 11-G Building Division Valuation: 514a[.L- PE )2EZ2 O. p2lojz -14- City or Wheat I:Udge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 06/22/18 Project Address: 3267 Quail St, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Work Shop Denver - Sarah Barr Project Type/Description: Single family residence Sarah Barr digitally signed by Sarah Barr Signature of Firm Representative or Individual; Date: 201806.22 14:07:44 -06'00 DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, , 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 Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water C. Wheat Ridge Sanitation District Clear Creek Sanitation District o Fruitdale Sanitation District Westridge Sanitation District ✓ Other Northwest Lakewood Sanitation District Agency Notes: �F . moi �>`3..-� r+�a .+�. r ,.J /.+rd.c,r�.J L— :77-t"- o.v ';S J.4 t'4' dt`f Np J�, �F X �J C� � ►' .i. k tL E. c,! n e, Ci C ra MJ i 7'Ii^7—+ � `ts r S 1'� t L� Signature: /1- „. r „.d �N- Date: (Agency Representative) 6,L Nk/i -sz City of Whcat Wcl_uc CITY OF WHEAT RIDGE BUILDING AND [NSPEC"PION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.j 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 01/27/20 Project Address: 3211 Quail St, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: Wort( Shop Denver - Sarah Barr Project Type/Description: Single family residence Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY Kim Medina , 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 Wheat Ridge Water District ✓ Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District a Westridge Sanitation District o Other City of Wh6at�ge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: �)), � � Q UUW V( --k Permit #: General Contractor: �3r-at�, — Electrical Sub -Contractor Sub -Contractor Company Name: Elecf CLLCPhone #: `1 -'2-0 - 2-,2- - \2 -SS State license #: Whe License #: 120 `�37 Signature uthorized Agent Plumbing Sub -Contractor Master #: (required field) 07 - IT -1 Date Company Name: c > �, ��ione #:--903 - a3 State License #: Master #: Wheat Ridge License #: -Of:�(required field) a� Z�,L f Muth'� Sin re oed Date ` I Mechanical Contractor I Company Name: 9424= 6k4q:W4A 0 -4 Phone. (required field) of Authdrized X2ent Date I�efka.cq— W/ YYleehcuni aoA tlS'1ed� oC1 E'-7�- b n�-MCA-or City of Wh6at f�dge 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:_ 3211 Quail St Permit #: General Contractor: Brad Weiman - Workshop Denver Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Phone #: Master #• (required field) Date Phone #: Master #: Wheat Ridge License # (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name:_ Phone: 320 - ',30X- W9b Wheat Ridge License #: U' (required field) natur ut iorized Agent Date Brandon Fresquez From: brad workshopdenver.com <brad @workshopdenver.com > Sent: Thursday, February 6, 2020 3:31 PM To: Brandon Fresquez Subject: Re: 3211 quail st We prefer to use 2018 irc as our governing code. Thanks, Brad Weiman - Owner 303.949.5945 Work Shop Denver Workshopdenver.com On Feb 6, 2020, at 3:13 PM, Brandon Fresquez <bfresquez@ci.wheatridge.co.us> wrote: Brad, I am currently reviewing your plans. Your plans are based on the 2015 codes and the 2017 NEC. We are on the 2012 codes but we will allow you to submit under the 2018 codes. We will give you the option to choose the code year (2012 or 2018) you want your plans reviewed under. Please be advised if you chose the 2018 IRC option, the city has adopted further requirements including but not limited to radon system and solar panel ready. I look forward to hearing back from you. Brandon Fresquez, Building Inspector/Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2892 www.ci.wheatrid eg co.us PLAN REVIEW COMMENTS Project Description: New Single Family Dwelling Project Address: 3211 Quail ST. Wheat Ridge, co Permit App. Date: 02/05/2020 Applicant: Phone: (303)949-5945 Brad Weiman Applicant email: 'sarah@workshopdenver.com' 'brad@workshopdenver.com' Plan Checker: Brandon Fresquez Phone: (303)235-2892 Plan Checker email: bfresquez@ci.wheatridge.co.us The project plans were reviewed for compliance with the following codes and standards: 2018 IRC, 2017 NEC, Colorado Plumbing Code and City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response to the following questions and/or provide the following documents requested. 1. Please provide the "energy report". 2. Provide the HVAC calculations "manual f 3. Plumbing — (a) The drain, waste and vent isometric does not match your floor plan. (b) Drain waste and vent isometric is missing a backwater valve. Backwater valve shall comply with r3008. Fixtures above the next upstream manhole shall not drain through the backwater valve. (c) Cleanouts will need to be provided in accordance with 2018 IRC. 4. Your structural pages are based on an incorrect version of table 301.2. The table on your plans differs from the adopted table for the City of Wheat Ridge. Please provide an engineer letter stating the design in designed to our adopted codes (table 301.2) or provide a revised drawing. 5. Clarify all framing and general notes for sizing of lumber and stud sizes. Example framing note 9 on page f-1 says "walls to be framed with 2x studs at 16" o.c." 6. Appendix F: Radon Control Methods, has been adopted by the City of Wheat Ridge. Please provide a detail drawing showing the installation of the radon control method. • Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent review or provide answers to the questions above. 0 For clarification of any plan review comment, please call or email the plan checker listed above. City of Wheat R COMMUNITY DEVELOPMENT Location: 2.1 / 120A ILL ATTENTION: BUILDING DIVISION SINGLE FAMILYIDUPLEX BUILDING PERMIT APPLICATIONREVIEW I have reviewed the submitted application documents to construct a &IEW /-�oA. — AFF located at the above referenced address. Please note the comments checked below. 1. q Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: _OK NOT OK; refer to stipulations. 2. Public Improvements required & to be completed with project: a. street paving/patching: Yes V No Completed b. curb & gutter: Yesy No Completed c. sidewalk: Yes __y/ No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. 4 Does all existing roadway/alley R.O.W. meet the standards of the City: / Yes _ No If not, what is required? If R.O.W. is required, has the deed been received: 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. t 2 fA I,6QG�! 2020 Signature Mark Van Nattan Date 5. _�_ Stipulations: QFJ:5e2��9 jH{a 6. _Z A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. 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 06/2013 City of �at 1 City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 50033-8001 P: 303.235.2561 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 22 Location of Construction: -_�2 ) / 6O.4/i .5 Purpose of Construction: AA lel/ `QK�)x l E� Single Family _V/ Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $_ �O 00 (Required of all projects for document processing) Single Family Residence/Dunlex Review Fee: ..................................... $50.00 s-50,00 Commercial./Muld-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents (Fee includes reviews of the 1`1 and 2nd submittals): .......................... $600.00 $ Traffic Impact Study Review Fee: (Fee includes reviews of the 1 n and 2nd submittals): .......................... $500.00 $ o 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: o Resubmittal Fees: 3Td submittal (% initial review fee) :.................................................... $300.00 $ 4d' submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: .................... ............................................ $600.00 (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): S a©. � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. —IN N .61+ beat I idge.ro.us Rev 12/19 City of Wheat Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED:,2 klAla- 202 ADDRESS: .32 // aO,4/L. E5 % . 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 www.ci.wh eatridge.co.0 s Rev 2/08 City of Wheat Pid¢e COMMUNITY DEVELOPMENT 2/28/2020 QUAIL CREEK ESTATES BUILDING PERMIT -3211 Quail Street/BKB Group SFD Note the following REQUIREMENTS: 1. EXCAVATION EXCLUSION ZONE: By the issuance of this Permit, the Permittee is hereby acknowledging the EXCAVATION EXCLUSION ZONE within the 30' Utility and Drainage Easement running along the westerly property line of Lot 4 and within the southerly 15' of the Utility and Drainage Easement area running along the southern property line of Lot 4. No excavation shall be allowed for structures and no permanent structures shall be constructed within either of the Utility and Drainage Easements. The property owner ("Owner") will be solely responsible for the costs of repairing the existing underground storm drainage system if damaged as a direct result of construction or landscaping activities by Owner. 2. UNDERGROUND STORM SYSTEM: Should repairs and/or standard maintenance be required for the underground storm drainage system and its appurtenances, any landscaping, fencing, or other features previously placed within the Utility and Drainage Easement areas may be damaged and removed and not subject to replacement. Cost to restore these features will be borne exclusively by the property owner. 3. NO PERMANENT STRUCTURES WITHIN CHANNEL: No structure or obstruction (i.e. fences, walls, landscaping) shall be placed within the flowline of a drainage channel lying within any drainage and utility easement in such a manner that it may impede stormwater flow. No changes or alterations affecting the hydraulic characteristics of any stormwater conveyance or water quality facility shall be made without the approval of the City of Wheat Ridge Director of Public Works. 4. GRADING AND DRAINAGE: shall be completed per the Reviewed and Approved Final Drainage Report for Quail Creek Estates. There shall be no deviation, changes or adjustments that affect the hydraulics or drainage patterns from the approved plans without the prior written approval of the City of Wheat Ridge Director of Public Works. A Grading Certification Letter with spot elevations and slope patterns shall be required prior to the issuance of the C.O. to ensure proper site grading. 5. A RIGHT-OF-WAY CONSTRUCTION PERMIT shall be required prior to the commencement of any work within the public right-of-way. Contact Public Works at 303-235-2861. Notes for 3211 Quail Street-BKB Group SFD_BPA.docx ',4a .. ;�✓ . . . . � *y �"...'�^; r._%� a A.Y •'.� s w � � 33rd Avenue '•a_ �'�-« _•-��fa• ° L tJ1 t9 • '. , t ;gip L 32nd Avenue i ►,,, .:T`. � +� � ,l; to .►. -'r �" f! .�•. -- -j7 I . L - - - - .-� T - - J — 4. --------- i w r =�— -— \\ 1 5 4 STY w I I I `5' BRAN At -L- ;_QUAIL STREET -- -- --- ---�--------------------1----- ----- -- ESIIT--- - - --- -- -------- --� I car (n __-_ STA 7+1169 - 0 0 Z _ `i _T( ❑ \T/ TIOLI RIFT TIiPIE) \\ A L I 10 dl II -X47 s44e 19 / N., / I I ORIGINAL SCALE: 1'= 30' HORIZ. 15' ROW f 1 (tI III A 5444 5445 ` - 1 T9.RY Dm maT I 15 URALIC. UIUtt. E291T aYfJ I I 8' I I I W I Tutt EST (TYP I� I DRAINAGE > LOT ? I I rim ;gr "-. £o I LER CT I a 1 I I1 5' DRAIN., LOT I .LI '1 11 I UTAITY, k \ \ Cr b I I _ LOT •4 i 10 BRUIN. , ( I cm I 4 uTNTY E91r TYr) ACCESS ESYT 5441.. 1 \30' DRAIN. I - 30' DRAIN. W' DRAIN. T j j ZHI LF 31.M. 1 _ - , - - _ �., _ dC unuTY f ii unuTY .. , ' dC unuTi' I ' 1 _ 5jp 30' DRAIN. - ESMT iYP) ESIAT (GYP) ES11T (GYP) I I 1 dr .. 6 1• -BAPTIST CHURC • I INV. - 5434.00 D9STING LOW FLOW CHANNEL WALL TO BE NOTCHED OUT WIIEiE NEW 12' HOPE PPE TES N 28.61 LF 0 0.58% IY HOPE STM 4 (CUSTOM BOX MANKLE) STA 3+54.16 SRI 32 (COOT BOX BASE WNW PER M-604-20 FW 60' RIM - 5443.72 A: D+69.13 - - INV. IN (S) - 5436.05 '� 60' HOPE NV. OUT (N) - 5435.85 NV. OUT (N) 5429.14 12' HOPE NV. OUT (N) : 5435.55 / PROPOSED WADE i i 12' HDPE NOPE) r 12' NV 5434.17 tY HDPE CLEANOUT (NOT CONNECTED TO MANHOLE) TO BE DESIGNED BY STRUCTURAL ENGINEER (RUM TO STRUCTURAL ENGINEERING PUNS) fi0' FtDPE 47.77 LF 0 2.36% IBS DOUBLE 60' HOPE INVERT . 542800 60' HDPE EADWALL MITER PPE TO MATCH EXISTING HEADWALL STRUCTURE SLOPE CONNECTION TO EXISTING STRUCTURE TO BE DESIGNED BY STRUCTURAL 0+00 -- _1±o(I_ f�ia tG AA—_ 57-0 STY 1 (CBOT BOX BASE WNIOIE PER Y-004-20 FOR 60' 2169 STA, 7+2169 i7.1/�J, fT RIM - 5454.50 NV. OUT (W) - 5447.24 STA: 5+72.21 RIM - 5449.37 NV. N (E) = 5443.13 EXISTING WADE W. OUT (N) - 544293 i 2580} � 60" & 12" HDPE PROFILE - SD1 H:1"=30'V:1"=3' 2+00 3+Q4. 4+40 W S0 -%+QQ 6+00 Z„x NOPE 5455 5450 NOTES 1, SERVKF TRENCHES AND UTILITY MAN TRENCHES SHALL BE COMPACTED THROUGHOUT THE DEPTH OF TRENCH AS SPECIFIED BY THE SOBS ENGINEER. 2 RIM ELEVATION; SHOWN ON THE PIAN AND PROFILE SHEETS ARE APPROXIMATE (PLY AND ARE NOT TO BE TAIPEI AS FINAL ELEVATIONS THE PPELl1E IXINIRACTW SHOULD ALLOW APPROXIMATELY THE TDP ONE (1) FOOT W BE ADJSTED FIRMER UP W DOWN N ODER TO MATCH FINAL PAVOENT ELEVATION. 111E MAXIMUM ADJUSTMENT TO FINAL GRADE IS TWELVE (12) INCHES NTH CONCRETE RINGS. 3. DISTANCE FOR STORY DRAIN LINES ARE 114E HORIZONTAL DISTANCE BETWEEN (ENTAL OF MANHOLE TO CENTER OF MANHOLE ETC. THEREFORE DLTANCE SHOWN ON VINE PLANS ARE APPROXIMATE AND CUD VARY DUE TO VERTICAL AU040T. 4. CONTRACTOR TO (RADE TO A DEPTH BELOW RP -RAP TO ALLOW THE TW OF MATETALS TO BE AT THE FINISHED WADES AS SHOWN. 1 THE CONTRACIIR SHALL CONTACT THE UTIUTY NOTIFICATION CANTER OF COLORADO AT LEAST 48 HORS PRIOR TO CONSTRUCTION. CAL DI. 6. NO GRADING FIR DETENTION W WO FACILITIES SHALL OCCUR WTNN FIVE (5) FEET OF THE PROPERTY BOUNDARY. ANY WON THAT AFFECTS ADJD4NG PROPERTY SHALL RELINE WRITTEN APFTDVAL AND/OR A T8k9WARY CONSTRUCTION EASEMENT FRU/ THE OWI*R OF SAID PROPER .T, 7. ALL DRAIN L1103 ARE CLASS III RFi1NFWCED CONCRETE PPE UNLESS OTHEI"NSE NOSED. & REFER TO SHT. 20 FOR 5' AND 6' CDOT MANHOLE DETAILS 9. ADS HOPE PPE TO BE INSTALLED PER ADS MANUFACTURER RECOWIEHOAM FOR PPE IN SURCHARGE CONDITION 5425 7+00 7±67 W O a � Y z U_ W � Boom, zQOQao c<m<> C�ZVZQ REVISION SITE PLAN E)WIBIT DATE: 091252017 DRAWN BY:RL CHECKEDBY: NAL 7MWI.4vq STORM PLAN & PROFILE - SD1 08 OF 20 1"=30' g2go i U o S �S I€so F 0 ��E6aQ 05e $ fl a g=5°°R £'•g F 1 ib W U) > W Z w z 0 <0 0- 0 LLQ Y YEo W m� UU) Q < J fr Lu o � z D Q V G m BB17-006 = 51224 COPYRIGHT 2017 REVISION SITE PLAN E)WIBIT DATE: 091252017 DRAWN BY:RL CHECKEDBY: NAL 7MWI.4vq STORM PLAN & PROFILE - SD1 08 OF 20 1"=30' Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 Entire House By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd (venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-13 cav ins, 10" thk, 1/2" gypsum board int fnsh Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions 12C-0sw Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 (H ) Method 60 Construction quality 7.5 Fireplaces Walls Bg wall, heavy damp soil, 2'x4" wood int frm, concrete wall, r-13 cav ins, 10" thk, 1/2" gypsum board int fnsh Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions 12C-0sw Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'x6" wood frm, 16" o.c. stud Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Or Area U -value Insul R Mg HTM Loss CIg HTM Gain f 2 BtuWft'--°F ft22F/Btuh Btuh/f' Btuh BtuNft' Btuh n 265 0.076 13.0 5.55 1470 0.65 172 e 375 0.076 13.0 5.55 2081 0.65 244 s 150 0.076 13.0 5.55 832 0.65 97 w 180 0.076 13.0 5.55 999 0.65 117 all 970 0.076 13.0 5.55 5382 0.65 630 n 687 0.030 30.0 2.19 1505 0.26 176 e 376 0.030 30.0 2.19 823 0.26 96 s 902 0.030 30.0 2.19 1975 0.26 231 w 731 0.030 30.0 2.19 1602 0.26 188 all 2696 0.030 30.0 2.19 5905 0.26 692 580 0 0 0 0 0 0 36 0.033 11.0 2.41 87 0.19 7 117 0.033 30.0 2.41 282 0.19 23 all 153 0.033 11.0 2.41 368 0.19 30 61 0.090 11.0 6.57 399 0.53 32 Windows 106-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; n NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect n screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft e sep.); 6.67 ft head ht e e s w w all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% blinds 45°, light; 50% outdoor insect screen; s foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.), s 6.67 ft head ht all 24 0.320 0 23.4 561 5.97 143 45 0.320 0 23.4 1043 8.53 381 80 0.320 0 23.4 1869 19.0 1522 37 0.320 0 23.4 857 26.3 965 37 0.320 0 23.4 872 26.3 983 40 0.320 0 23.4 934 9.58 383 24 0.320 0 23.4 561 26.3 632 45 0.320 0 23.4 1043 26.3 1176 331 0.320 0 23.4 7740 18.7 6184 8 0.320 0 23.4 187 8.53 68 16 0.320 0 23.4 374 10.5 168 14 0.320 0 23.4 327 10.5 147 38 0.320 0 23.4 888 10.1 384 wrii o 2020 -Jan -22 09:01:42 oo 9 Bt50fC" Right -Suite® Universal 2019 19.0.15 RSU16998 Page 1 ntent.0u \W5 \7 3211 Quail Calc Front E 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated w (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen, w foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.), w 6.67 ft head ht all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); s 6.67 ft head ht all 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light, 50% outdoor insect screen; w foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); w 6.67 ft head ht all 1 D-c2ovd: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" w thk; NFRC rated (SHGG-0.60); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 14.4 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 P0: Door, mtl pur core type e n all Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-50 cav ins, gar ovr 30 0.320 0 23.4 707 8.53 258 17 0.320 0 23.4 385 26.0 430 30 0.320 0 23.4 707 26.0 788 89 0.320 0 23.4 2081 26.0 2320 166 0.320 0 23.4 3880 22.8 3795 71 0.320 0 23.4 1666 25.3 1807 24 0.320 0 23.4 555 11.0 260 95 0.320 0 23.4 2221 21.7 2067 20 0.320 0 23.4 467 10.5 211 43 0.320 0 23.4 1014 11.7 510 14 0.320 0 23.4 338 25.8 373 30 0.320 0 23.4 698 25.8 769 88 0.320 0 23.4 2049 18.8 1651 104 0.650 0 47.5 4935 18.6 1936 24 0.290 10.5 21.2 508 7.09 170 18 0.290 10.5 21.2 383 7.09 128 42 0.290 10.5 21.2 891 7.09 298 1830 0.027 38.0 1.95 3566 1.01 1854 723 0.020 0 1.46 1055 0 0 66 0.020 0 1.46 96 0 0 42 0.020 0 1.46 61 0 0 all 830 0.020 0 1.46 1212 0 0 132 0.025 49.0 0.91 120 0 0 663 0.025 49.0 0.91 605 0 0 2 0.020 49.0 0.73 1 0 0 7 0.025 49.0 0.91 6 0 0 350 0.025 49.0 0.91 319 0 0 all 359 0.025 49.0 0.91 327 0 0 1 0.025 49.0 0.91 1 0 0 _Z� wrightsoft, 2020 -Jan -2209:01:42 - ntent.0u,.tlook\..... W5B Right -Suite® Universal 2019 19.0.15 RSU16998 Page 2 ii,00kA � . JIN7RV7 3211 Quail Street.rup Calc =MJB Front Door faces: E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 GREAT ROOM By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom ]esinn Cnnditin Location: 0.030 Indoor: Heating Cooling Denver Intemationa, CO, US 32 Indoor temperature (°F) 70 75 Elevation: 5430 ft 329 Design TD (°F) 73 17 Latitude: 40°N 30.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: n 24 0.320 Daily range (°F) - 28 (H ) Method Simplified 143 Wet bulb (°F) - 60 Construction quality Tight 1043 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 0 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain ft2 Btu1Vft'--"F ft'-'F/Btuh BtuWft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2NT wood frm, 16" o.c. stud Partitions (none) Windows 106-v: 2 glazing, dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" gypsum board int fnsh n 125 0.030 30.0 2.19 273 0.26 32 s 150 0.030 30.0 2.19 329 0.26 39 w 93 0.030 30.0 2.19 204 0.26 24 all 368 0.030 30.0 2.19 807 0.26 94 n 24 0.320 0 23.4 561 5.97 143 n 45 0.320 0 23.4 1043 8.53 381 w 24 0.320 0 23.4 561 26.3 632 w 45 0.320 0 23.4 1043 26.3 1176 all 137 0.320 0 23.4 3208 17.0 2331 s 43 0.320 0 23.4 1014 11.7 510 387 0.027 38.0 1.95 754 1.01 392 Floors Flr floor, frm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr 387 0.025 49.0 0.91 353 0 0 1 � Wrightsoft- 2020 -Jan -2209:01:42 ^r', 1 \�£ .' Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 3 ACC% ...ntent.QoIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E anComnronent Constructions Job: Quail Street Date: January 20th, 2020 WebREPS DINING By: Craig C. Brooks WebReps LLC. Flan: 3211 Quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Construction descriptions Or area t -value Insul R Htg HTM Loss Clg HTM Gain ft' Btutdf2-'F ft'-'F/Btuh BtutJft' Btuh Btutt/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 135 0.030 30.0 fnsh, 2'1x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr 242 0.025 49.0 2.19 296 0.26 35 0.91 220 0 0 2020 -Jan -22 09:01:42 Wr"IgF1t5Oft' Right-SuiteOO Universal 2019 19.0.15 RSU16998 Page 4 ACCP....ntent0utlook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature ('F) 70 75 Elevation: 5430 ft Design TD ('F) 73 17 Latitude: 40oN Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range ('F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or area t -value Insul R Htg HTM Loss Clg HTM Gain ft' Btutdf2-'F ft'-'F/Btuh BtutJft' Btuh Btutt/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 135 0.030 30.0 fnsh, 2'1x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr 242 0.025 49.0 2.19 296 0.26 35 0.91 220 0 0 2020 -Jan -22 09:01:42 Wr"IgF1t5Oft' Right-SuiteOO Universal 2019 19.0.15 RSU16998 Page 4 ACCP....ntent0utlook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Construction descriptions Or Area U -value Insul R Mg HM Loss Clg KM Gain ft= BtuWfR`F fVF/Btuh BtuWW Btuh BtuFWff Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) wr1 htsOft"' 2020 -Jan -22 09:01:42 1�... °M,,,,,:gig,,,,,,,,,,„.,,1,,,,,,,,,,, Right -Suite@ Universal 2019 19.0.15 IRS U16998 Page 5 ACCP....ntent.0utlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions M Job: 3211 Quail Street Date: January 20th, 2020 BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@v&-brepshvac.com License: CAC54709 Project Information For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Mg HM Loss Clg KM Gain ft= BtuWfR`F fVF/Btuh BtuWW Btuh BtuFWff Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) wr1 htsOft"' 2020 -Jan -22 09:01:42 1�... °M,,,,,:gig,,,,,,,,,,„.,,1,,,,,,,,,,, Right -Suite@ Universal 2019 19.0.15 IRS U16998 Page 5 ACCP....ntent.0utlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions p PANTRY WebREPS WebReps LLC. 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design C• • • Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Ftg HTM Loss Clg HTM Gain ft2 BtutVft'-`F ft'-°F/Btuh Btunft' Btuh Btuh/W Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 54 0.030 30.0 2.19 118 0.26 14 fnsh, 75x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Flr floor, firm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr 19 0.025 49.0 0.91 17 0 0 wrlg soft'" 2020 -Jan -22 09:01:42 ACCP....Right-Suite® Universal 2019 19.0.15 RSU16998 Page 6 ntent0utlook\VV5ht BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions WebREPS ENTRY 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@vjebrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street Location: Or Indoor: Heating Denver Intemationa, CO, US Htg HTM Indoor temperature (°F) 70 Elevation: 5430 ft 38.0 Design TD (°F) 73 Latitude: 40°N Btuhft' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr4b) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain 0.027 38.0 ft, Btuf✓ft'--' F ft''F/Btuh Btuhft' Btuh Btuh/ft' Btuh Walls 1.46 32 0 0 Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 36 0.030 30.0 2.19 79 0.26 9 fnsh, 2'5x6" wood frm, 16" o.c. stud a 26 0.030 30.0 2.19 56 0.26 7 all 62 0.030 30.0 2.19 135 0.26 16 Partitions (none) Windows (none) Doors 11 P0: Door, mtl pur core type Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh e 24 0.290 10.5 21.2 508 7.09 170 22 0.027 38.0 1.95 43 1.01 22 22 0.020 0 1.46 32 0 0 4 wrrght ft 2020 -Jan -2209:01:42 -..1--,--,,..r., Right -Suite® Universal 2019 19.0.15 RSU16998 Page 7 ntent.0utlookWv5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions Job: Jan Quail Street Date: JanQuail 20th, 2020 Web REPS ECL By: Craig C. Brooks WebReps LLC. Plain 3211 Quail street 1-840-810-3280 1880 82nd Wenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Construction descriptions Walls Frm wall, brk 4" ext, 1/2" wood shth fnsh, 2'k6" wood fnn, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) r-30 cav ins, 1/2" gypsum board int Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BWWfl'--'F T2F/Btuh BtutVft' Btuh BtulYft Btuh 0.030 30.0 2.19 20 0.26 _rkwrightsoft 2020 -Jan -22 09:01:42 —1 �,,,,,,,,,,II,,,,,,,,,,,,,,„,., Right -Suite@ Universa1201919.0.15IRS U16998 Page ACCP.... ntent0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Walls Frm wall, brk 4" ext, 1/2" wood shth fnsh, 2'k6" wood fnn, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) r-30 cav ins, 1/2" gypsum board int Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BWWfl'--'F T2F/Btuh BtutVft' Btuh BtulYft Btuh 0.030 30.0 2.19 20 0.26 _rkwrightsoft 2020 -Jan -22 09:01:42 —1 �,,,,,,,,,,II,,,,,,,,,,,,,,„,., Right -Suite@ Universa1201919.0.15IRS U16998 Page ACCP.... ntent0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 CL By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd !Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@vmbrepshvac.com License: CAE54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40°N Outdoor: Heating Dry bulb ('F) -3 Daily range ('F) - Wet bulb ('F) - Wind speed (mph) 15.0 Construction descriptions Or Area Ll -value Insul R Ftg WM Loss Clg FM Gain ft' BtuWf22F f2-'F/Btuh BtuWft2 Btuh Btuh/ft' Btuh Walls Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 63 0.030 fnsh, 2'SKT wood frm, 16" o.c. stud e 27 0.030 all 90 0.030 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 30.0 2.19 138 0.26 16 30.0 2.19 59 0.26 7 30.0 2.19 197 0.26 23 Soft"' 2020 -Jan -22 09:01:42 /TCCA ...ntent: W ` W Y V Right-Suite@Universal 2019 19.0.15 RSU16998 Page 9 r'g t book\VV5BJlN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Indoor: Heating Cooling Indoor temperature ('F) 70 75 Design TD ('F) 73 17 Relative humidity (%) 30 50 Cooling Moisture difference (grAb) 35.4 -36.3 92 Infiltration: 28 (H ) Method Simplified 60 Construction quality Tight 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll -value Insul R Ftg WM Loss Clg FM Gain ft' BtuWf22F f2-'F/Btuh BtuWft2 Btuh Btuh/ft' Btuh Walls Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 63 0.030 fnsh, 2'SKT wood frm, 16" o.c. stud e 27 0.030 all 90 0.030 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) 30.0 2.19 138 0.26 16 30.0 2.19 59 0.26 7 30.0 2.19 197 0.26 23 Soft"' 2020 -Jan -22 09:01:42 /TCCA ...ntent: W ` W Y V Right-Suite@Universal 2019 19.0.15 RSU16998 Page 9 r'g t book\VV5BJlN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Component Constructions F' Job: Jan Quail Street Date: JanQuail 20th, 2020 KITCHEN By: Craig C. Brooks WebREPS WebReps LLC. 1-800-810-3280 Plan: 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Construction descriptions or ,area Ll -value Insul R For: Brad Wei man, Workshop Denver Gain ft' 4100 Jason Street, Denver, CO 80211 ft'-°F/Btuh BtuWft2 Btuh Btuh/ft Phone: 720-746-9240 Walls Email: morgan@mrkshopdenvercom Design Conditions Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 55 Location: 30.0 Indoor: Heating Cooling Denver Intemationa, CO, US fnsh, 2'x6" wood fnn, 16" o.c. stud Indoor temperature (°F) 70 75 Elevation: 5430 ft 2.19 Design TD (°F) 73 17 Latitude: 40°N all Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or ,area Ll -value Insul R Htg KM Loss Clg HTM Gain ft' Btu[Vft-'F ft'-°F/Btuh BtuWft2 Btuh Btuh/ft Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 55 0.030 30.0 2.19 120 0.26 14 fnsh, 2'x6" wood fnn, 16" o.c. stud s 103 0.030 30.0 2.19 226 0.26 26 all 158 0.030 30.0 2.19 346 0.26 41 Partitions (none) Windows 1013-v 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 80 0.320 0 23.4 1869 19.0 1522 NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 14 0.320 0 23.4 327 10.5 147 dr outr, air gas, vnl fan mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) htsoft"' 2020 -Jan -2209:01:42 ^%.Wrlg,,,,,,,,,,_,,,,,,,,,,,,,, Right-SuiteOOUniversa1201919.0.15RSU16998 Page 10 ACCP....ntent0utlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions LIVING ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Data: By: Plan: 3211 Quail Street January20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd !venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Cooling Denver International, CO, US For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: 100 Indoor: Heating Cooling Denver International, CO, US 0 Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N 0.320 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 104 0.650 fF Btuh/ft=-°F f22F/Btuh Btulh/W Btuh BtuhW Btuh Walls thk; NFRC rated (SHGG-0.60); 50% blinds 45°, light; 50% outdoor insect Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 25 0.030 30.0 2.19 55 0.26 6 fnsh, 2'x6" wood frm, 16" o.c. stud w 264 0.030 30.0 2.19 579 0.26 68 all 289 0.030 30.0 2.19 633 0.26 74 Partitions 12C-0sw 100 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 89 0.320 0 23.4 2081 26.0 2320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overtlang (6.6 ft window ht, 1 ft sep.), 6.67 ft head ht 1 Dc2ovd: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" w 104 0.650 0 47.5 4935 18.6 1936 thk; NFRC rated (SHGG-0.60); 50% blinds 45°, light; 50% outdoor insect screen, foreground = green grass (0.23); 14.4 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" 157 0.027 38.0 1.95 306 1.01 159 gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky bsmt ovr 16 0.025 49.0 0.91 14 0 0 h ft 19.0.15 RSU16998 2020 -Jan -22 09:01:42 BCCA JIN7150 Rig ht -Su ite® Universal 2019Page 11 _ N ntent.0utlook� \MB R\7 3211 QuailStreel.rup Calc =MJ8 Front Door faces: E Component Constructions Job: Jan Quail Street p Date: JanQuail 20th, 2020 WebREPS STAIRS By: Craig C. Brooks WebReps LLC. Pian: 3211 quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.com License: CAC54709 Construction descriptions Or Area U -value Insul R For: Brad Weiman, Workshop Denver Gain 23.4 872 ft' 4100 Jason Street, Denver, CO 80211 ft=-'F/Btuh Btuh/ft' Btuh Btuh/ft= Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions Bg wall, heavy damp soil, 2N4" wood int fnn, concrete wall, r-13 cav ins, n 35 Location: 13.0 Indoor: Heating Cooling Denver Intemationa, CO, US 10" thk, 1/2" gypsum board int fnsh Indoor temperature (°F) 70 75 Elevation: 5430 ft 5.55 Design TD (°F) 73 17 Latitude: 40°N all Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 23.4 872 ft' Btuh/ft'--'F ft=-'F/Btuh Btuh/ft' Btuh Btuh/ft= Btuh Walls Bg wall, heavy damp soil, 2N4" wood int fnn, concrete wall, r-13 cav ins, n 35 0.076 13.0 5.55 194 0.65 23 10" thk, 1/2" gypsum board int fnsh e 125 0.076 13.0 5.55 694 0.65 81 all 160 0.076 13.0 5.55 888 0.65 104 Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 27 0.030 30.0 2.19 60 0.26 7 fnsh, 2N6" wood frm, 16" o.c. stud Partitions 12C-0sw 65 0 0 Windows 2 glazing, dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 37 0.320 0 dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); e 37 0.320 0 6.67 ft head ht all 74 0.320 0 Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 44 0.020 0 0 0 0 0 23.4 857 26.3 965 23.4 872 26.3 983 23.4 1729 26.3 1948 1.46 64 0 0 —Pk9 90ft 2020 -Jan -22 09:01:42 „1 wry t 1M,,,,,. Right -Suite@ Universal 2019 19.0.15 IRS U16998 Page 12 Ali ...ntent0ut1ook\N5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Construction descriptions Or area u -value Insul R Htg I r M Loss Clg MM Gain ft' Btuh/ft'-" F ft"F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'S(T 36 0.033 11.0 2.41 87 0.19 7 wood frm. 16" o.c. stud Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr 2 0.025 49.0 0.91 2 0 30 0.025 49.0 0.91 27 0 all 32 0.025 49.0 0.91 29 0 0 0 0 9 f,., 2020 -Jan -22 09:01:42 fiC 11T- T o ". SBJIN7R Right -Suite@ Universal 201919A.15 RSU16998 Page 13 _ 50 ntent: wP1_,,,.,, , . �,...,.,. �,..�, g C� .. 7 3211 Quail Street.rup Calc= MJ8 Front Doorfaces: E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 HALL By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vdebrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD ('F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb ('F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or area u -value Insul R Htg I r M Loss Clg MM Gain ft' Btuh/ft'-" F ft"F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'S(T 36 0.033 11.0 2.41 87 0.19 7 wood frm. 16" o.c. stud Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr 2 0.025 49.0 0.91 2 0 30 0.025 49.0 0.91 27 0 all 32 0.025 49.0 0.91 29 0 0 0 0 9 f,., 2020 -Jan -22 09:01:42 fiC 11T- T o ". SBJIN7R Right -Suite@ Universal 201919A.15 RSU16998 Page 13 _ 50 ntent: wP1_,,,.,, , . �,...,.,. �,..�, g C� .. 7 3211 Quail Street.rup Calc= MJ8 Front Doorfaces: E Component Constructions Job: Quail Street anComponent Date: January 20th, 2020 BEDROOM 1 WebREPS WebReps LLC. 1-800-810-3280 By: Craig C. Brooks Plan: 3211 Quail street 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone:800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver Area U -value Insul R Htg HTM 4100 Jason Street, Denver, CO 80211 Gain fl' Phone: 720-746-9240 ft-°F/Btuh BtuhVft'` Btuh Btuh/ft' Btuh Email: morgan@workshopdenver.com Design Conditions Location: s Indoor: Heating Cooling Denver Intemationa, CO, US 286 0.26 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.030 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' Btuh/ft'-'F ft-°F/Btuh BtuhVft'` Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 131 0.030 30.0 2.19 286 0.26 33 fnsh, 2'x6" wood frm, 16" o.c. stud w 74 0.030 30.0 2.19 162 0.26 19 all 205 0.030 30.0 2.19 448 0.26 52 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 14 0.320 0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); w 15 0.320 0 6.67 ft head ht all 29 0.320 0 Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10"thkns, hrd wd flrfnsh, r-49 cav ins, leaky crwl ovr 167 0.025 49.0 23.4 338 25.8 373 23.4 349 25.8 385 23.4 687 25.8 757 0.91 152 0 0 C —Fk wrightsoft' 2020 -Jan -22 09:01:42 ...ntenLOu A Right -Suite® Universal 2019 19.0.15 RSU16998 Page 14 e4C�ih CC tlook\VV5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions MUD ROOM VWe6REPS 1-800-810-3280 WebReps LLC. Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Cooling For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Indoor: Heating Cooling Denver Internationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' BtuWft2--'F f22F/Btuh BtuW Btuh Btut✓ft' Btuh Walls (none) Partitions Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'7<6" 117 0.033 30.0 2.41 282 0.19 23 wood frm, 16" o.c. stud Windows (none) Doors 11 P0: Door, mtl pur core type n 18 0.290 10.5 21.2 383 7.09 128 Ceilings (none) Floors Flr floor, frm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr 5 0.025 49.0 0.91 4 0 0 68 0.025 49.0 0.91 62 0 0 all 72 0.025 49.0 0.91 66 0 0 wrightsoft" 2020 -Jan -22 09:01:42 ...ntent.0utlookW5 .` Right -Suite® Universal 2019 19.015 RSU16998 Page 15 H�iM IN7RV 3211 Quail Street.rup Calc=MJ8 Front Door faces: E Component Constructions M BATH 1 WebREPS WebReps LLC. 1-840-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail street Area Project Information Insul R Htg FM For: Brad Wei man, Workshop Denver If 4100 Jason Street, Denver, CO 80211 ftk'FBtuh Btun/ft' Btuh BtuhW Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft w Design TD (°F) 73 17 Latitude: 40°N 2.19 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 253 0.26 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area Ll -value Insul R Htg FM Loss Clg KM Gain If Btuh/ft'-°F ftk'FBtuh Btun/ft' Btuh BtuhW Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 81 0.030 30.0 2.19 177 0.26 21 fnsh, 2N6" wood frm, 16" o.c. stud w 35 0.030 30.0 2.19 76 0.26 9 all 116 0.030 30.0 2.19 253 0.26 30 Pa rtitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 15 0.320 0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crvvl ovr 50 0.025 49.0 -rkwry htsoft A--CK g,,,,.,,,,,,,,„.,..,,,.,,.,,, Right -Suite® Universal 2019 19.0.15 RSU1 6998 A --C ....ntent0utlook\VV5BJIN7RV 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E 23.4 349 25.8 385 0.91 45 0 0 2020 -Jan -22 09:01:42 Page 16 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw Windows (none) 36 Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10"thkns, hrd wd flrfnsh, r-49 cav ins, leaky crwl ovr 2 36 all 38 0 0 0 0 0 0 0.020 49.0 0.73 1 0 0 0.025 49.0 0.91 33 0 0 0.025 49.0 0.90 35 0 0 41- W rightsOft" 2020 -Jan -22 09:01:42 C ok\ ......,........... Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 17 ntentOutlo ° Vu5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 CL 1 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@webrepshvac.com License: CPC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' BtuNft'--'F ft'-°F/Btuh Btulh/T Btuh BtuNf2 Btuh Walls Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" awsum board int n 68 0.030 30.0 2.19 148 0.26 17 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions 12C-Osw Windows (none) 36 Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10"thkns, hrd wd flrfnsh, r-49 cav ins, leaky crwl ovr 2 36 all 38 0 0 0 0 0 0 0.020 49.0 0.73 1 0 0 0.025 49.0 0.91 33 0 0 0.025 49.0 0.90 35 0 0 41- W rightsOft" 2020 -Jan -22 09:01:42 C ok\ ......,........... Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 17 ntentOutlo ° Vu5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Construction descriptions Component Constructions Area Job: 3211 Quail Street Insul R Fttg KM Loss Clg HTM Date: January 20th, 2020 BEDROOM 2 ft2 By: Craig C. Brooks WebREPS WebReps LLC. Btuh BtutVft' Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@vebrepshvac.com License: CAC54709 Project Information Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s For: Brad Weiman, Workshop Denver 30.0 2.19 179 0.26 4100 Jason Street, Denver, CO 80211 fnsh, 2'5x6" wood frm, 16" o.c. stud w 93 Phone: 720-746-9240 30.0 2.19 204 0.26 Email: morgan@workshopdenvercom all 175 Design Conditions 30.0 2.19 Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Fttg KM Loss Clg HTM Gain ft2 Btuh/ft'-'F ft*-°F/Btuh Btuh� Btuh BtutVft' Btuh Walls Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 82 0.030 30.0 2.19 179 0.26 21 fnsh, 2'5x6" wood frm, 16" o.c. stud w 93 0.030 30.0 2.19 204 0.26 24 all 175 0.030 30.0 2.19 383 0.26 45 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 24 0.320 0 23.4 555 11.0 260 dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 150 0.027 38.0 1.95 291 1.01 151 gypsum board int fnsh Floors (none) _ _rk wriig17Y50ft" 2020 -Jan -22 09:01:42 ~-ntenfOu A , Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 18 .. BCCA llook\Vv5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Doorfaces: E Component Constructions We6REPS LAUNDRY 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street Location: Indoor: Heating Denver Internationa, CO, US Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value fF Btuh/ft"F Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int w 49 0.030 fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" 57 0.027 gypsum board int fnsh Floors (none) Cooling 75 17 50 -36.3 Insul R Ftg KM Loss Clg FM Gain ft22F/Btuh Btuh/ft2 Btuh Btuh/ft' Btuh 30.0 2.19 106 0.26 12 38.0 1.95 111 1.01 58 9 2020 -Jan -22 09:01:42 Chi ...ntent.0�utlook\Vv561,'__ Right-Suite®Universal 2019 19.0.15 RSU16998 Page 19 R 7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions Job: Date: 3211 Quail Street January 20th, 2020 BATH 2 WebREPS WebReps LLC. 1-800-810-3280 By: Plan: Craig C. Brooks 3211 Quail Street 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 Indoor: Heating For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Construction descriptions Or area Ll -value Insul R Htg HrM Loss Clg KM Gain ft' Btuf✓ft'--'F ft'-'F/Btuh Btuh/ft' Btuh Btuh/fF Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 69 0.030 30.0 2.19 151 0.26 18 fnsh, 2"x6" wood frm, 16"o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" 57 0.027 38.0 1.95 111 1.01 gypsum board int fnsh Floors (none) 84 58 _rt_� _ 9 2020 -Jan -22 09:01:42 Tlr ^y ..nlenLOu . ht5� Right -Suite® Universal 2019 19.0.15 RSU16998 Page 20 ACCP.. tlook\Vv5BJlN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or area Ll -value Insul R Htg HrM Loss Clg KM Gain ft' Btuf✓ft'--'F ft'-'F/Btuh Btuh/ft' Btuh Btuh/fF Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 69 0.030 30.0 2.19 151 0.26 18 fnsh, 2"x6" wood frm, 16"o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" 57 0.027 38.0 1.95 111 1.01 gypsum board int fnsh Floors (none) 84 58 _rt_� _ 9 2020 -Jan -22 09:01:42 Tlr ^y ..nlenLOu . ht5� Right -Suite® Universal 2019 19.0.15 RSU16998 Page 20 ACCP.. tlook\Vv5BJlN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Construction descriptions Or Area U -value Insul R Htg KM Loss Clg FM Gain ft' Btuh/ft'--'F ft�'F/Btuh BtuNft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 37 0.030 30.0 2.19 80 0.26 9 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 84 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 33 0.027 38.0 1.95 64 1.01 33 gypsum board int fnsh Floors (none) 9 2020 -Jan -22 09:01:42 .4CC%...ntent.QutlookW£BJIN7R� Right -Suite® Universal 201919.0.15RSU16998 Page21 _ wri t�tso 7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 BATH 3 By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature ('F) 70 75 Elevation: 5430 ft Design TD ('F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg FM Gain ft' Btuh/ft'--'F ft�'F/Btuh BtuNft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 37 0.030 30.0 2.19 80 0.26 9 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 84 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 33 0.027 38.0 1.95 64 1.01 33 gypsum board int fnsh Floors (none) 9 2020 -Jan -22 09:01:42 .4CC%...ntent.QutlookW£BJIN7R� Right -Suite® Universal 201919.0.15RSU16998 Page21 _ wri t�tso 7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E anComponent Constructions Job: Quail Street Date: January 20th, 2020 DRESS 3 ey: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-840-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.com License: CA.C54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Construction descriptions Design Conditions U -value Insul R Location: Loss Clg KM Indoor: Heating Cooling Denver Intemationa, CO, US Btu1Vft22F Indoor temperature (°F) 70 75 Elevation: 5430 ft Walls Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: s 49 Daily range (°F) - 28 (H ) Method Simplified 12 Wet bulb (°F) - 60 Construction quality Tight 30.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg KM Gain ft' Btu1Vft22F ftp-`F/Btuh BtuhW Btuh Btuh� Btuh Walls Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int e 37 0.030 30.0 2.19 80 0.26 9 fnsh, 2'S(T wood fnn, 16" o.c. stud s 49 0.030 30.0 2.19 106 0.26 12 all 85 0.030 30.0 2.19 187 0.26 22 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 0 23.4 278 25.3 301 dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SFGC--0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 36 0.027 38.0 1.95 70 1.01 36 gypsum board int fnsh Floors (none) 1 -.r --1..-—r-- 2020 -Jan -22 09:01:42 W"Ight50r 't Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 22 ACC ...ntent.0utlook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Component Constructions BEDROOM 3 WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Cooling Denver Intemationa, CO, US For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Desinn Cnnditic Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuWft"F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 73 Wet bulb (°F) - 60 Construction quality Tight 19 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuWft"F ft'-°F/Btuh BtuWft Btuh BtuWft2 Bluth Walls Frm wall, bri< 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 97 0.030 30.0 2.19 213 0.26 25 fnsh, 2'1x6" wood frm, 16" o.c. stud e 73 0.030 30.0 2.19 161 0.26 19 all 171 0.030 30.0 2.19 374 0.26 44 Partitions (none) Windows 2 glazing, dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 24 0.320 0 23.4 555 25.3 602 dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" 188 0.027 38.0 1.95 365 1.01 190 gypsum board int fnsh Floors (none) Wr,ghtsuft" 2020 -Jan -22 09:01:42 fi�iC Right -Suite@ Universal 2019 19.0.15 RSU1 6998 Page 23 ntent.0utlook \VfBJIN7R \7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions Job: Jan Quail Street F' Date: JanQuail 20th, 2020 WebREPS CL 3 By: Craig C. Brooks WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.00m License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f2 BtuNft'-'F W-T/Btuh BtutVft2 Btuh BtuNft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 19 0.027 38.0 1.95 37 1.01 19 gypsum board int fnsh Floors (none) wrightsoft" 2020 -Jan -22 09:01:42 Right-Suite® Universal 201919.0.15RSU16998 Page 24 ACCP....ntent0utlook\V5BJIN7R\7 3211 QuailSheet.rup Calc =MJ8 FrontDoorfaoes: E Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain f2 BtuNft'-'F W-T/Btuh BtutVft2 Btuh BtuNft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 19 0.027 38.0 1.95 37 1.01 19 gypsum board int fnsh Floors (none) wrightsoft" 2020 -Jan -22 09:01:42 Right-Suite® Universal 201919.0.15RSU16998 Page 24 ACCP....ntent0utlook\V5BJIN7R\7 3211 QuailSheet.rup Calc =MJ8 FrontDoorfaoes: E Construction descriptions Or Area U -value Insul R Rg KM Loss Clg HM Gain ft' BtuWfF-"F ft'-"F/Btuh Btuh/ft' Btuh BUNT Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 41 0.027 38.0 1.95 80 1.01 42 gypsum board int fnsh Floors (none) .. 4 wrig soft" 2020 -Jan -2209:01:42 ht, Right -Suite® Universal 201919.0.15RSU16998 Page 25 AC01, ...ntent.0utlook\MBJIN7R7 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E Component Constructions Jab: 3211 Quail Street Date: January 20th, 2020 MC 2 By: Craig C. Brooks WebREPS webReps LLC. Pian: 3211 Quail street 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Rg KM Loss Clg HM Gain ft' BtuWfF-"F ft'-"F/Btuh Btuh/ft' Btuh BUNT Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 41 0.027 38.0 1.95 80 1.01 42 gypsum board int fnsh Floors (none) .. 4 wrig soft" 2020 -Jan -2209:01:42 ht, Right -Suite® Universal 201919.0.15RSU16998 Page 25 AC01, ...ntent.0utlook\MBJIN7R7 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E Component Constructions Job: 3211 Quail Street M Date: January 20th, 2020 BRIDGE HALLWAY By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Construction descriptions Design Conditions U -value Insul R Location: Loss Cig HTM Indoor: Heating Cooling Denver Intemationa, CO, US BtutJft'-"F Indoor temperature (°F) 70 75 Elevation: 5430 ft Walls Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: w 28 Daily range (°F) - 28 (H ) Method Simplified 7 Wet bulb (°F) - 60 Construction quality Tight 30.0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg Fr M Loss Cig HTM Gain fF BtutJft'-"F ft'-°F/Btuh BtuhW Btuh BtuhW Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 4 0.030 30.0 2.19 9 0.26 1 fnsh, 2NTwood frm, 16"o.c. stud w 28 0.030 30.0 2.19 62 0.26 7 all 32 0.030 30.0 2.19 71 0.26 8 Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 184 0.027 38.0 1.95 359 1.01 186 gypsum board int fnsh Floors (none) _rkWriiht60ft° 2020 -Jan -2209:01:42 g,,,,,,,,,,,,„,,,,,,,,,,„„ Pig ht-Suite®Universal 201919.0.15RSU16998 Page 26 ACCK ...ntent0utlook\Vv5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions M BEDROOM We6REPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Insul R Htg KM For: Brad Weiman, Workshop Denver Area U -value Insul R Htg KM 4100 Jason Street, Denver, CO 80211 Gain 0 23.4 385 ft, Phone: 720-746-9240 ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft2 Btuh Email: morgan@workshopdenver.com 1799 19.2 1475 Design Conditions Location: n Indoor: Heating Cooling Denver Intemationa, CO, US 218 0.26 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.030 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg WN Gain 0 23.4 385 ft, Btuh/ftk F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft2 Btuh Walls 1799 19.2 1475 Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 99 0.030 30.0 2.19 218 0.26 25 fnsh, 2'x6" wood frm, 16" o.c. stud s 90 0.030 30.0 2.19 196 0.26 23 w 95 0.030 30.0 2.19 208 0.26 24 all 284 0.030 30.0 2.19 622 0.26 73 Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; s NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% blinds 45°, light; 50% outdoor insect screen; w foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.); w 6.67 ft head ht all Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 40 0.320 30 0.320 17 0.320 30 0.320 77 0.320 280 0.027 42 0.020 0 23.4 934 9.58 383 0 23.4 707 8.53 258 0 23.4 385 26.0 430 0 23.4 707 26.0 788 0 23.4 1799 19.2 1475 38.0 0 1.95 546 1.01 284 1.46 61 0 0 1 * WrightSOft"' 2020 -Jan -2209:01:42 i�+C�K..1-I .. _ Right -Suite® Universal 2019 19.0.15 RSU16998 Page 27 .ntent0t W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Component Constructions Job: Jan Quail Street M Date: JanQuail 20th, 2020 M BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.com License: CAG54709 For: Brad Weiman, Workshop Denver Area if -value Insul R Htg HTM 4100 Jason Street, Denver, CO 80211 Gain 0.320 0 ft' Phone: 720-746-9240 f "F/Btuh BtutVft2 Btuh BtuNft' Btuh Email: morgan@workshopdenveEcom 1.95 259 1.01 Design Conditions 75 0.025 49.0 Location: n Indoor: Heating Cooling Denver Intemationa, CO, US 240 0.26 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.030 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area if -value Insul R Htg HTM Loss Clg HTM Gain 0.320 0 ft' BtuNft'-°F f "F/Btuh BtutVft2 Btuh BtuNft' Btuh Walls 1.95 259 1.01 135 75 0.025 49.0 Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 109 0.030 30.0 2.19 240 0.26 28 fnsh, 2'Sc6" wood frm, 16" o.c. stud a 41 0.030 30.0 2.19 89 0.26 10 all 150 0.030 30.0 2.19 329 0.26 39 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" gypsum board int fnsh Floors Ar floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-50 cav ins, gar ovr 8 0.320 0 23.4 187 8.53 68 12 0.320 0 23.4 278 25.3 301 133 0.027 38.0 1.95 259 1.01 135 75 0.025 49.0 0.91 68 0 0 1 0.025 49.0 0.91 1 0 0 _rkWrl IhY�'oft 2020 -Jan -2209:01:42 �M,,... „,,,,,9...,,,,„,... ,..., Rig ht -Suite@ Universal 201919.0.15RSU16998 Page 28 ACCP....ntent0utlook\VV5BJIN7R\7 3211 Quail Streetrup Calc =MJ8 Front Doorfaces E Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 M WC By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom Location: Denver International, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area u -value Insul R Htg HM Loss cig Fr M Gain ft2 BtutVftl--'F ft'-'F/Btuh Btuh/ft' Btuh Stuh/ft* Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45', light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr 12 0.320 0 19 0.027 38.0 19 0.025 49.0 23.4 278 25.3 301 1.95 38 1.01 20 0.91 18 0 0 -gtso f,,, 2020 -Jan -22 09:01:42 ACCP.. uook\W5BJIN7R Right- SuiteOUniversal 201919.0.15 RSU16998 Page 29 _ �r � .ntent0u \7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gdlb) 92 Infiltration: 28 (H ) Method 60 Construction quality 7.5 Fireplaces Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area u -value Insul R Htg HM Loss cig Fr M Gain ft2 BtutVftl--'F ft'-'F/Btuh Btuh/ft' Btuh Stuh/ft* Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45', light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr 12 0.320 0 19 0.027 38.0 19 0.025 49.0 23.4 278 25.3 301 1.95 38 1.01 20 0.91 18 0 0 -gtso f,,, 2020 -Jan -22 09:01:42 ACCP.. uook\W5BJIN7R Right- SuiteOUniversal 201919.0.15 RSU16998 Page 29 _ �r � .ntent0u \7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions Job: Jan Quail Street r Date: JanQuail 20th, 2020 M WIC By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.00m Dpsinn Cnnditic Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll -value Insul R Mg KM Loss Clg KM Gain ft' Btuh/ft'-°F f1=-°F/Btuh Btuh/ft' Btuh BtutVft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int e 33 0.030 30.0 2.19 72 0.26 8 fish, 2'SKU' wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, a 12 0.320 0 23.4 278 25.3 301 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen, foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 oeil ins, 5/8" 68 0.027 38.0 1.95 133 1.01 69 gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr 38 0.025 49.0 0.91 35 0 0 t 9 2020 -Jan -22 09:01:42 C� t�lft Right -Suite@ Universal 201919.0.15RSU16998 Page 30 wry ntent.0utlook\VVI 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Construction descriptions Or Area u -value Insul R Htg FM Loss Clg HTM Gain ft' BtuNf2-`F ft22F/Btuh Btuh/ftl Btuh Btuh/fF Btun Walls (none) Partitions 12C-Osw 150 0 0 0 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 55 0.020 0 1.46 81 0 0 .„41- „wrt t 9 90ft-, 2020 -Jan -22 09:01:42 /4CC% ...ntentOutlook\W5BJIN7R Right-Suite(D Universal 2019 19.0.15 RSU16998 Page 31 _ 7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions Job: 3211 Quail Street BS BATH Date: January 20th, 2020 By: Craig C. Brooks WeibREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area u -value Insul R Htg FM Loss Clg HTM Gain ft' BtuNf2-`F ft22F/Btuh Btuh/ftl Btuh Btuh/fF Btun Walls (none) Partitions 12C-Osw 150 0 0 0 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 55 0.020 0 1.46 81 0 0 .„41- „wrt t 9 90ft-, 2020 -Jan -22 09:01:42 /4CC% ...ntentOutlook\W5BJIN7R Right-Suite(D Universal 2019 19.0.15 RSU16998 Page 31 _ 7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Component Constructions Job: Jan Quail Street Date: JanQuail 20th, 2020 BS BEDROOM 1 By: Craig C. Brooks WebREPS WebReps LLC. Pian. 3211 Quasi street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Construction descriptions or area Ll -value Insul R For: Brad Wei man, Workshop Denver Gain ft' 4100 Jason Street, Denver, CO 80211 ft-`FBtuh BtW✓fF Btuh BhAYft Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions Bg wall, heavy damp soil, 2'SK4" wood int frm, concrete wall, r-13 cav ins, e 165 Location: 13.0 Indoor: Heating Cooling Denver Intemationa, CO, US 10" thk, 1/2" gypsum board int fnsh Indoor temperature (°F) 70 75 Elevation: 5430 ft 5.55 Design TD (°F) 73 17 Latitude: 40°N all Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or area Ll -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuWW'F ft-`FBtuh BtW✓fF Btuh BhAYft Btuh Walls Bg wall, heavy damp soil, 2'SK4" wood int frm, concrete wall, r-13 cav ins, e 165 0.076 13.0 5.55 915 0.65 107 10" thk, 1/2" gypsum board int fnsh s 150 0.076 13.0 5.55 832 0.65 97 all 315 0.076 13.0 5.55 1748 0.65 205 Partitions 12C-0sw 110 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 20 0.320 0 23.4 467 10.5 211 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 278 0.020 0 1.46 405 0 0 _rktWrl ht60ft'' 2020 -Jan -2209:01:42 g, 1.1—,A,,,,,.,.,,,w,.,,., ' Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page 32 ACC,, ...ntent0ut1ookNMBJIN7RV 3211 Quail Street.rup Calc=MJ8 Front Door faces: E Component Constructions BS CL 1 We6REPS WebReps LLC. 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail street Area Project Information Insul R Htg HTM For: Brad Weiman, Workshop Denver ft2 4100 Jason Street, Denver, CO 80211 T217/Btuh Btuh/ft' Btuh Btuh/ft2 Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions Bg wall, heavy damp soil, 2)(4"wood int frm, concrete wall, 03 cav ins, n Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft e Design TD (°F) 73 17 Latitude: 40°N 5.55 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 832 0.65 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ft' T T217/Btuh Btuh/ft' Btuh Btuh/ft2 Btuh Walls Bg wall, heavy damp soil, 2)(4"wood int frm, concrete wall, 03 cav ins, n 120 0.076 13.0 5.55 666 0.65 78 10" thk, 1/2" gypsum board int fnsh e 30 0.076 13.0 5.55 166 0.65 19 all 150 0.076 13.0 5.55 832 0.65 97 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 38 0.020 0 1.46 55 0 0 _rk-` wg htsoft"' 2020 -Jan -22 09:01:42 /±CCS ...ntent0utlookRight-Suite@ Universal 2019 19.0.15 RSU1 6998 Page 33 \W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E M Constructions Job: Quail Street anComponent Date: January 20th, 2020 BS LIVING By: Craig C. Brooks WebREPS WebReps LLC. 1-800-810-3280 Pian: 3211 quail street 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.com License: CAC54709 Construction descriptions or Area u -value Insul R For: Brad Weiman, Workshop Denver Gain ft' 4100 Jason Street, Denver, CO 80211 ft'-°F/Btuh BWft' Bluth RUNT= Btuh Phone: 720-746-9240 Email: morgan@workshopdenvercom Bg wall, heavy damp soil, 2'k4" wood int fnn, concrete wall, r-13 cav ins, n 110 0.076 13.0 5.55 Design Conditions 71 Location: a Indoor: Heating Cooling Denver Intemationa, CO, US 305 0.65 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.076 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area u -value Insul R H[g HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'-°F/Btuh BWft' Bluth RUNT= Btuh Walls Bg wall, heavy damp soil, 2'k4" wood int fnn, concrete wall, r-13 cav ins, n 110 0.076 13.0 5.55 610 0.65 71 10" thk, 1/2" gypsum board int fnsh a 55 0.076 13.0 5.55 305 0.65 36 w 180 0.076 13.0 5.55 999 0.65 117 all 345 0.076 13.0 5.55 1914 0.65 224 Partitions 12C-Osw Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2"W' wood fnn, 16" o.c. stud Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 119 0 61 0.090 352 0.020 0 0 0 0 11.0 6.57 399 0.53 0 1.46 514 0 0 32 0 -Pkt _ sN7- 2020 -Jan -22 09:01:42 .. LOutlook\W56JIR\ right-SuiteG Universal 2019 19.0.15 RSU16998 Page 34 �CK M 3211 Quail Calc Front E Project Summary WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Notes: 3211 Quail Street Weather: Denver International, CO, US Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 73 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 46717 Btuh Structure 38245 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (83 cfm) 5454 Btuh Central vent (83 cfm) 1248 Btuh Outside air Outside air Humidification 4433 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 56604 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 41199 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 14100 Btuh Ducts 0 Btuh Central vent (83 cfm) -1678 Btuh Heating Cooling Outside air Area (ft2) 3795 3795 Equipment latent load 12422 Btuh Volume (fF) 38129 38129 Air changesthour 0.13 0.07 Equipment Total Load (Sen+Lat) 53621 Btuh Equiv. AVF (cfm) 83 44 Req. total capacity at 0.77 SHR 4.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 95 Single-... Trade CARRIER Model 59SP5A120E24-22 Cond 24ABC660B00310 AHRI ref 4702808 Coil CSPHP6012ALA+59SP5A120E24-22 AHRI ref 202507126 Efficiency 96.5AFUE Efficiency 12.5 EER, 15 SEER Heating input 120000 Btuh Sensiblecooling 43120 Btuh Heating output 117000 Btuh Latent cooling 12880 Btuh Temperature rise 70 °F Total cooling 56000 Btuh Actual airflow 1867 cfm Actual airflow 1867 cfm Air flow factor 0.040 cfm/Btuh Airflowfactor 0.049 cfm/Btuh Static pressure 0.59 in H2O Static pressure 0.59 in H2O Space thermostat Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wry so htf[ 2020 -Jan -2209:01:43 g,...,,..,..- Rig ht- Suite@ Universal 2019 19.0.15 RSU16998 Pagel ACCK ...ntent.0u9ook\W5BJIN7R\7 3211 Quail Street.rup Calc = MJ8 Front Door faces: E Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name Entire House GREAT ROOM 2 E)posed wall 462.0 ft 61.0 ft 3 Room height 10.0 ft 9.0 ft heat/cool 4 Room dimensions 21.5 x 18.0 ft 5 Room area 3795.0 ft2 387.0 W Ty Construction 1.1 -value Or HTM Area OF) Load Area (ft') Load number (Btuh/ft-°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 W Bg wall, heavy damp 0.076 n 5.55 0.65 265 265 1470 172 0 0 0 0 W F mi wall, brk 4" ext 0.030 n 2.19 0.26 794 687 1505 176 194 125 273 32 10B -v 0.320 n 23.36 5.97 24 0 561 143 24 0 561 143 2 glazing, dr outr, 0.320 n 23.36 8.53 8 0 187 68 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 30 0 707 258 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 45 0 1043381 45 0 1043 381 W Bg wall, heavy damp 0.076 e 5.55 0.65 375 375 2081 244 0 0 0 0 W Frm wall, brk 4" ext 0.030 e 2.19 0.26 625 376 823 96 0 0 0 0 10B -v 0.320 e 23.36 19.02 80 6 1869 1522 OI 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 71 10 1666 1807 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 37 3 857 965 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 37 3 872 983 0 0 0 0 11 PO 0.290 e 21.17 7.09 24 24 508 170 0 0 0 0 VV Bg wall, heavy damp 0.076 s 5.55 0.65 170 150 832 97 0 0 0 0 t C 2 glazing, dr outr, 0.320 s 23.36 10.53 20 20 467 211 0 0 0 0 Frm wall, brk 4" ext 0.030 s 2.19 0.26 1039 902 1975 231 194 150 329 39 1013-v 0.320 s 23.36 9.58 40 21 934 383 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 10.53 16 16 374 168 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 14 14 327 147 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 24 22 555 260 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 43 33 1014 510 43 33 1014 510 W Bg wall, heavy damp 0.076 w 5.55 0.65 180 180 999 117 0 0 0 0 W Frm wall, brk 4" ext 0.030 w 2.19 0.26 1084 731 1602 188 162 93 204 24 1 D-c2ovd 0.650 w 47.45 18.62 104 104 4935 1936 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 14 2 338 373 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 30 3 698 769 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 17 2 385 430 OI 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 30 3 707 788 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 89 8 2081 2320 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 24 2 561 632 24 2 561 632 L --C 2 glazing, dr out', 0.320 w 23.36 26.32 45 3 1043 1176 45 3 1043 1176 P 12C -09w 0.000 0.00 0.00 580 580 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 36 36 87 7 0 0 0 0 Frm wall, 12" gyp.b 0.033 2.41 0.19 135 117 282 23 0 0 0 0 1---D 11 PO 0.290 n 21.17 7.09 18 18 383 128 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 61 61 399 32 0 1 0 0 0 C Atficceiling, aspha 0.027 1.95 1.01 1830 1830 3566 1854 387 387 754 392 F 21A -32t 0.020 1.46 0.00 723 723 1055 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 66 66 96 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 42 42 61 0 0 0 0 0 F Flrfloor,firm fir, 0.0251 0.91 0.00 132 132 120 0 0 0 0 0 F Flrfloor,firm flr, 0.025 0.91 0.00 663 663 605 0 3871 387 353 0 F Flrfloor, frm fir, 0.020 0.73 0.00 2 2 1 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 7 7 6 0 0 0 0 0 F Fir floor, frm flr, 0.025 0.91 0.00 350 350 319 0 OI 0 0 0 F Fir floor, firm fir, I 0.025 _ 0.91 0.00 1 1 1 0 0 0 0 0 6 c)AED excursion 4631 174 Envelopeloss/gain 40957 24396 6136 3501 12 a) Infiltration 5432 669 658 81 b) Room ventilation 329 0 0 0 13 Intemal gains: Ocaipants @ 530 6 3180 0 0 Appliances/other 10000 1500 Sublotal (lines 6 to 13) 46718 38245 6794 5082 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 46717 38245 6794 5082 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 46717 38245 6794 5082 Air required (cfm) 1867 1867 272 248 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. sol t 2020 -Jan -22 09:01:43 ` ..ntentO`utlook\W5BJ Right -Suite@ Universal 201919.0.15 RSU16998 Pae 1 9 _ '��p` IN7R�7 3211 Quail Street.rup Calc =MJB FrontDoorfaces: E 9 Right -M Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name DINING BATH 2 Exposed wall 15.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heal/cool 4 Room dimensions 1.0 x 288.0 ft 6.0 x 5.5 ft 5 Room area 288.0 ft= 33.0 ft' Ty Construction U -value Or HTM Area (f2) Load Area (ft2) Load number (Btuh/ft2--°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 Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Fnn wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 106-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 1 1 2 glazing, dr out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazing, drouti; 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk 4' ext 0.030 e 2.19 0.26 0 0 0 0 0 0 0 0 106-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 L2 2 glazing, or out', 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11P0 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 �-G 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frmwall, brk4"ext 0.030 s 2.19 0.26 135 135 296 35 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320s 23.36 10.531 0 0 0 0 0 0 0 0 2glazing,oroutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2glazing, drout, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L -G 2 glazing, dr out, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 T Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 -D11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmfir, 0.025 0.91 0.00 242 242 220 0 0 0 0 0 F Flrfloor, frmfir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -160 0 Envelope loss/gain 516 -126 0 0 12 a) Infiltration 162 20 0 0 b) Roomventilation 0 0 329 0 13 Internal gains: Occupants@ 530 01 0 0 0 Appliances/other 1500 10 Subtotal (lines6 to 13) 678 1394 329 0 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 124 12 7 1 14 Subtotal 802 1406 335 1 15 Ductloads -0% 0%1 0 0 -0% 0%1 01 0 Total room load 802 1406 335 1 Air required (dm) 32 69 13 0 - Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wr�ghtsotFt 2020 -Jan -22 09:01:43 M--• Right -Suite® Universal 2019 19.0.15 RSU16998 Page 2 AK .ntent.Outlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E g Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy Craig C. Brooks Pfan: 3211 Quail Street 1 Room name PANTRY ENTRY 2 Exposed wall 6.0 ft 9.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaUo001 4 Room dimensions 6.0 x 9.5 ft 4.0 x 5.5 ft 5 Room area 57.0 W 22.0 ft' Ty Construction U -value Or HTM Area (ft2) Load Area (ftp) Load number (Btuh/ft=-°F) (Btuh/flz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat C001 Gross N/P/S Heat Cool IGross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Fmi wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 36 36 79 9 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 0 0 0 0 50 26 56 7 1OB-v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 24 24 508 170 V Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G' 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, lark 4" ext 0.030 s 2.19 0.26 54 54 118 14 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 2 glazing, dr outr, 0.320 0.320 w w 23.36 23.36 26.32 26.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, l2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frmwall, 1/Y'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11P0 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atficoeiling,aspha 0.027 1.95 1.01 0 0 0 0 22 22 43 22 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 22 22 32 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 19 19 17 0 0 0 0 0 F Flr floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 01 0 0 0 F Flrfloor,, firm flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor, firm flr, 0.025 0.91 OD01 0 0 0 0 0 0 0 0 6 c)AEDexcvrsion -2 -23 Envelope loss/gain 136 12 718 185 12 a) Infiltration 65 8 102 13 b) Room ventilation 0 0 0 0 13 Intemalgains. Oaupants@ 530 0 0 0 0 Appliances/other 10 0 Subtotal (lines 6to 13) 200 20 820 198 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution -200 -20 9 1 14 Subtotal 0 0 829 199 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 00 829 199 Air required (dm) 0 0 33 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -1"i.F wrigFftsol`t� 2020 -Jan -2209:01:43 �_ •- - Rig ht- Suite@ Universal 2019 19.0.15 RSU1 6998 Page3 ACCK ..ntent.0utlook\Vv5BJlN7R\7 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E Right -JO Worksheet WebREPS Entire House 1-800.810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name ECL CL 2 Exposed wall 1.0 ft 10.0 It 3 Room height 9.0 ft heat/cool 9.0 it heat/cool 4 Room dimensions 6.0 x 3.0 ft 7.0 x 3.0 ft 5 Room area 18.0 f? 21.0 ft' Ty Conshrud on U -value Or HTM Area (W) Load Area (fly) Load number (Btuh/ft2-°F) (BtuW) or perimeter (ft) (Btiah) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 9 9 20 2 63 63 138 16 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frmwall, brk4"ext 0.030 a 2.19 0.26 0 0 0 0 27 27 59 7 106-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 C 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavydamp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Fwall,brk4"ext rm 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, drouti; 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out-,, 0.320w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out-,, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2glazing, drout-,, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 1 C, 2glazing, drouh, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sN 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Fm1 wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 qj Arm wall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 `D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 4 Envelope loss/gain 20 2 197 19 12 a) Infiltration 11 1 108 13 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 0 01 01 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 30 3 305 33 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -30 -3 -305 -33 14 Subtotal 0 0 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 0 0 Air required (chm) 0 O 0 0 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed -}fwrGgF�tsaft 2020 -Jan -2209:01:43 M, Right -Suite® Universal 201919.0.15RSU16998 Page4 '`SCA ...ntent.0uflook\W5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy Craig C. Brooks Ptan: 3211 Quail Street 1 Room name KITCHEN LIVING ROOM 2 Exposed wall 28.0 ft 21.0 ft 3 Room height 9.0 ft heaV000l 20.1 ft heat/000l 4 Room dimensions 13.0 x 15.0 ft 1.0 x 361.0 ft 5 Room area 195.0 f 361.0 ft2 Ty Construction U -value Or HTM Area (ft) Load Area OF) Load number (Btuh/ft-°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Bhih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 giazinq, or out'. 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 a 2.19 0.26 135 55 120 14 25 25 55 6 10B -v 0.320 e 23.36 19.02 80 6 1869 1522 OI 0 0 0 2 glazing, dr out-, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 !W - L -G 2 glazing, drouir, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frrn wall, brk4"ext 0.030 s 2.19 0.26 117 103 226 26 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 01 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 14 14 327 147 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 w 2.19 0.26 0 0 0 0 457 264 579 68 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 104 104 4935 1936 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 89 8 2081 2320 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 100 100 0 0 P Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 I Frm wall, 1f2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.027 1.95 1.01 0 0 0 0 157 157 306 159 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 16 16 14 0 F Fir floor, fm1 fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frmflr, 0.025 0.91 0.00 0 0 0 0 OI 0 OI 0 F Fir floor, fnnflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -146 4600 Envelope losstgain 2542 1563 7969 9089 12 a) Infiltration 302 37 578 71 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 0 0 Appliances/other 2000 1500 Subtotal (lines6 to 13) 2844 3601 8547 10661 Less external load 0 01 1 0 0 Lesstransfer 0 0 0 0 Redistribution 394 41 3101 2333 14 Subtotal 3238 3642 11649 12994 15 Ductloads -0%10% 0 0 -0% 0%1 0 0 Total room load 1 3238 3642 11649 12994 Air required (cfm) 129 178 466 634 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -4- 9 2020 -Jan -2209:01:43 wri, F�tso Right -Suite® Universal 2019 19.0.15 RSU16998 Page 5 '��A ...ntent.0utlook\VV5BJIN7R\7 3211 QuailStreetrup Calc =MJ8 Front Door faces: E 9 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks an: P 3211 Quail Street 1 Room name STAIRS HALL 2 Exposed wall 12.5 It 0 ft 3 Room height 14.5 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 68.0 It 8.0 x 4.0 ft 5 Room area 68.0 it' 32.0 ftz Ty Construd on U -value Or HTM Area (ft) Load Area (ft=) Load number (Btuh/W--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeffir (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 35 35 194 23 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 G 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 125 125 694 81 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 101 27 60 7 0 0 0 0 1OB-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, droutr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 37 3 857 965 0 0 0 0 2 glazing, dr out, 0.320 e 23.36 26.32 37 3 872 983 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 t -G 2 glazing, dr outs 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk 4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 wall, heavydamp W bri<4 F w4'ext 0.030 w 2.19 0.26 0 0 0 0 OI 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, dr out-, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.3201 w 23.361 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.361 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L --G 2 glazing, dr out-, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 65 65 0 0 0 0 0 0 P Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 36 36 87 7 R Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 L -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stroco ext 0.090 6.57 0.53 0 0 0 0 01 0 0 0 C Atticceiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 44 44 64 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Firfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloorfrmfir, 0.025 0.911 0.00 0 0 0 0 0 0 0 0 F Flr floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor,firm flr, 0.025 0.91 0.00 0 0 0 0 2 2 2 0 F Flrfloor,firm fir, 0.025 0.91 0.00 0 0 0 0 301 30 27 0 F Fir floor, frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 233 -1 Envelopeloss/gain 2740 2292 116 6 12 a) Infiltration 313 39 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 0 0 01 0 Applianoes/other 0 0 Subtotal (lines6to 13) 3053 2331 116 6 Less external load 0 0 1 0 0 Lesstransfer 0 0 0 0 Redistibuton -3053 -2331 -116 -6 14 Subtotal 0 0 0 0 15 Ductloads -0% 0% 0 0 -0% 0%1 01 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -11i- 2020 -Jan -2209:01:43 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 6 ...ntent.0utlook\WM 5BJIN7R\7 3211 Quail Calc Front Door faces: E g Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Mnue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 ftCraig C. Brooks P an: 3211 Quail Street 1 Room name BEDROOM 1 MUD ROOM 2 Exposed wall 26.0 It 0 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.5 x 11.5 ft 8.0 x 9.0 ft 5 Room area 166.8 ft' 72.0 ft= Ty Construdion 1 -1 -value Or HTM Area (f 2) Load Area (ft) Load number (Bhih/ft-°F) (BtuhV) or perimeter (ft) (Btuh) or pedmeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool GrossN/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10&v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk 4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, dr out, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 W Bgwall, heavydamp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 �G 2 glazing, dr out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk 4" ext 0.030 s 2.19 0.26 131 131 286 33 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk V ext 0.030 w 2.19 0.26 104 74 162 19 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 14 2 338 373 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 15 2 349 385 01 0 0 0 2 glazing, dr oulr, 0.320 w 23.36 26.04 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 2 glazing, dr outr, 0.320 0.320 w w 23.36 23.36 26.32 26.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C -09N0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 R Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 135 117 282 23 t -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 18 18 383 128 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F fir Fir floor, m flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr. 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frrn flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 5 5 4 0 F Fir floor, firm flr, 0.025 0.91 0.00 167 167 1520 68I 68 62 0 F Fir floor,fimflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 274 -16 Envelope lossrgain 1287 1083 730 135 12 a) Infiltration 280 35 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants @ 530 1 530 0 0 Appliancestother 300 0 Subtotal (lines 6 to 13) 1567 1948 730 135 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistributon 123 11 110 8 14 Subtotal 1690 1958 840 144 15 Ductloads -0% 0 o 0 0 -0% 0% 0 0 Total room load 1690 1958 840 144 Air required (dm) 68 96 34 7 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed -rinF 9 >Ft-, 2020 -Jan -2209:01:43 ��` ..ntentOuflook\Vv5BJIN7R\7 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 7 _ wr so 3211 QuailSlreet.rup Calc=MJ8 FrontDoorfaces: E Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name BATH 1 CL 1 2 Exposed wall 14.5 ft 7.5 ft 3 Room height 9.0 ft heat/000l 9.0 ft heat/cool 4 Room dimensions 9.0 x 5.5 it 1.0 x 38.3 ft 5 Room area 49.5 fl 38.3 ft2 Ty Construction U -value Or HTM Area (its) Load Area (W) Load number (Btuh/ft-°F) (Btuh/ft2) or perimeter (ft) (BWh) or perimeter (ft) (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 n 2.19 0.26 81 81 177 21 68 68 148 17 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2glazing, droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazinq,droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 106-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 VL W Bgwall,heavydamp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 2 glaang, dr out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frmwall, brk4"ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 50 35 76 9 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2glazing, droutr, 0.320 w 23.36 25.75 15 2 349 385 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 --G 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 0 0 0 0 36 36 0 0 P Frm wall, 10gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 9-0 Frm wall, l/2" gyp.b 0.033 2.41 0.19 0 0 0 0 OI 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr• 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frm flr, 0.020 0.73 0.00 0 0 0 0 2 2 1 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, ftmfir, 0.025 0.91 0.00 50 50 45 0 361 36 33 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 182 -3 Envelope losstgain 647 596 182 14 12 a) Infiltration 156 19 81 10 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 0 0 0 0 Applianoes/other 01 1 0 Subtotal (lines 6 to 13) 803 615 263 24 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 100 9 -263 -24 14 Subtotal 903 625 0 0 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 903 625 0 0 Air required (dm) 1 36 30 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed L -1*- 2020 -Jan -2209:01:43 M • Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 8 ACCA ntent.0uflook\V5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E g Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Aienue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: man ualj@v ebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name BEDROOM LAUNDRY 2 E)posed wall 24.5 ft 6.0 ft 3 Room height 8.1 ft heat/mol 8.1 it heaU000l 4 Room dimensions 13.0 x 11.5 ft 9.5 x 6.0 ft 5 Room area 149.5 ft' 57.0 ft2 Ty Construdion U -value Or HTM Area (ftp) Load Area (it?) Load number (Btuh/F-°F) (Btuh/r or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 G 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2glazing, drouti, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2gla2inq,droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Fmi wall, br1c4' ext 0.030 e 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, or out', 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 �G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 IW Frm wall, brk4"ext 0.030 s 2.19 0.26 105 82 179 21 0 0 0 0 - I - 106-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2glazing, oroutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out; 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 10.95 24 22 555 260 0 0 0 0 G 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Fmr wall, brk4" ext 0.030 w 2.19 0.26 93 93 204 24 49 49 106 12 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out; 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 G 2 glazing, or out, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-09ry 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, li7' gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 �i Frm wall, l/2'gyp.b 0.033 2AII 0.19 0 0 0 0 0 0 0 0 r ---D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, shuccm ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atliceeiling,aspha 0.027 1.95 1.01 150 150 291 151 57 57 111 58 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frmflr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flr floor, frm fir, 0.025 0.91 0.00 0 0 0 0 01 0 0 0 F Fir floor, frrnflr, 0.025 0.91 0.00 0 0 0 0 01 0 0 0 F Flrfloor, frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -91 -60 Envelope loss/gain 1229 365 218 11 12 a) Infiltration 238 29 58 7 b) Roomventilation 0 0 0 0 13 Internal gains: Ocnipants@ 530 1 530 0 0 Appliances/other 300 1500 Subtotal (lines 6 to 13) 1467 1225 276 518 Less external load 0 0 1 0 0 Less transfer 0 0 0 0 Redistribution 67 2865 25 14 Subtotal 1534 1252 341 543 15 Dud loads -0% 0%1 0 0 -0% 0% 0 0 Total room load 1534 1252 341 543 Air required (dm) 61 61 14 26 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fi.F 2020 -Jan -2209:01:43 '�- •^•- - - Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page9 '��A ...ntent0utlook\NfBJIN7R\7 3211 QuailStreet.rup Calc=MJ8 Front Door faces: E Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Aienue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks Pan: 3211 Quail Street 1 Room name BATH 2 BATH 3 2 Exposed wall I 9.5 ft 5.5 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Roomdimensions 9.5 x 6.0 ft 5.5 x 6.0 ft 5 Room area 57.0 ft' 33.0 fF Ty Construction U -value Or HTM Area (fiz) Load Area (tt2) Load number (Btuh/t2-°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 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 106-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 e 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 I- G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 s 2.19 0.26 77 69 151 18 45 37 80 9 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 8 8 187 84 8 8 187 84 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2glazing,droutr, 0.320 s 23.36 11.74 0 0 0 0 01 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 00 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 �G 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atficceiling,aspha 0.027 1.95 1.01 57 57 111 58 33 33 64 33 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Firfloor, firm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor,firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor,firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -18 -14 Envelope loss/gain 449 142 331 113 12 a) Infiltration 92 11 53 7 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 0 0 0 0 Appliances/other 10 0 Subtotal (lines 6to 13) 541 153 385 120 Lessextumalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 36 17 0 0 14 Subtotal 577 170 385 120 15 Ductloads -0% 0% 0 0 -0% 0%1 01 0 Total room load 577 170 385 120 Air required (cfm) 23 8 15 6 Calculations aDDroved bvACCA to meet all reauirements of Manual J 8th Ed -FW 2020 -Jan -22 09:01:43 Rig ht -Su ite® Universal 2019 19.0.15 RSU16998 Pae 10 -4C-CKntent.Oudook\WSBJIN7R\7 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E g Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name DRESS 3 BEDROOM 3 2 Exposed wall 12.0 it 24.0 it 3 Room height 8.1 ft heat/cool 8.1 it heaU000l 4 Roomdimensions 6.0 x 6.0 ft 1.0 x 187.5 ft 5 Room area 36.0 ft= 187.5 ttz Ty Construction U -value Or HTM Area (ft) Load Area (it') Load number (Btuh&-°F) (Btih/ff) or perimeter (it) (Btih) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Fmt wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 97 97 213 25 106-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glaanq, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bgwall,heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 49 37 80 9 97 73 161 19 1OB-v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, or outr, 0.320 e 23.36 25.34 12 2 278 301 24 3 555 602 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 �j Bg wall, heavydamp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4"ext 0.030 s 2.19 0.26 49 49 106 12 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 01 0 0 0 �---G 2 glazing, dr out, 0.320 s 23.36 10.53 0 0 0 0 00 00 0 0 II�CG, 2glazing,droutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frmwall, brk4"ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or out-, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 C 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucoo ext 0.090 6.57 0.53 0 0 0 0 01 0 0 0 C Atficoeiling,aspha 0.027 1.95 1.01 36 36 70 36 188 188 365 190 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, fm1 fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor,mflr, fr 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 18 -61 Envelope losstgain 535 378 1294 775 12 a) Infiltration 116 14 233 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 1 530 Applianoeyother 1 0 300 Subtotal (lines 6 to 13) 651 392 1527 1633 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 96 41 14 Subtotal 651 392 1623 1675 15 Ductloads 1 -0% 0% 0 0 -0% 0% 0 0 Total room load 651 392 1623 1675 Air required (dm) 26 19 65 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigF�tso1't- 2020 -Jan -22 09:01:43 ntentOu QuailStreelRight-Suite®Universal 2019 19.0.15 RSU16998 Page 11 ACZ5, tIook\V\5BJlN7R\7 3211 .rup Calc=MJ8 Front Doorfaces E: g Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name CL 3 WIC 2 2 Exposed wall O ft O ft 3 Room height 8.1 ft heat/ocol 8.1 ft heat/000l 4 Room dimensions 2.5 x 7.5 ft 5.5 x 7.5 ft 5 Room area 18.8 ft' 41.3 ft' Ty Construction U -value Or HTM Area (ft=) Load Area (ft) Load number (Btuh/ff'-°F) (Btuh/f) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 VL W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, or out', 0.320 s 23.361 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.451 18.62 0 0 0 0 0 0 0 0 2 glazing, or out-, 0.320 w 23.361 25.75 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.361 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 1 23.361 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 1 23.361 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 L --G 2 glazing, dr outr, 2 glazing, or outr, 0.320 0.320 w w 23.36 23.36 26.32 26.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P F rm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 01 0 0 0 Frmwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PD 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atficceiling, aspha 0.027 1.95 1.01 19 19 37 19 41 41 80 42 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 01 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 01 0 0 0 0 0 F Fir floor, firm Ir, 0.025 0.91 0.00 0 0 0 0 O) 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -2 -4 Envelope losstgain 37 17 80 37 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 01 0 Appliancesrother 0 0 Subtotal (lines 6 to 13) 37 17 80 37 Less extemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -37 -17 -80 -37 14 Subtotal 0 0 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -W 2020 -Jan -2209:01:43 - " . -1 -...Right-Suite@Universal 2019 19.0.15 RSU16998 Pae 12 ACCP....ntent.Outlook\MBJIN7R\7 3211 Quail Street.rup Calc=MJ8 FrontDoorfaoes: E g Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Nenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy� Craig C. Brooks Pfan: 3211 Quail Street 1 Room name BRIDGE HALLWAY M BEDROOM 2 E>posed wall 4.0 ft 49.5 ft 3 Room height 8.1 it heat/cool 8.1 it heat/cDol 4 Roomdimensions 1.0 x 184.0 ft 16.0 x 17.5 ft 5 Room area 184.0 ftz 280.0 f 2 Ty Construction U -value Or HTM Area (fie) Load Area (ft2) Load number (Btuh/fl`-°F) (BtuW or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bgwall, heavydamp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 130 99 218 25 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 30 0 707 258 2 glazinq, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, or outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, or out-, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 �j Bgwall, heavydamp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 C 2 glazing, or out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 wall, brk4" ext 0.030 s 2.19 0.26 4 4 9 1 130 90 196 23 1OB-v 0.320 s 23.36 9.58 0 0 0 0 40 21 934 383 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 01 0 0 0 NFret 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 O) 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 28 28 62 7 142 95 208 24 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 17I 2 385 430 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 30 3 707 788 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L --G 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 1R"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 F� Frm wall, 1/L"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 t -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.027 1.95 1.01 184 184 359 186 280 280 546 284 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 42 42 61 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor,frm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, fm1 flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -21 86 Envelope loss/gain 430 174 3962 2302 12 a) Infiltration 39 5 480 59 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 0 0 2 1060 Appliances/other 0 300 Subtotal (lines 6 to 13) 468 179 4442 3721 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -468 -179 82 31 14 Subtotal 0 0 4524 3752 15 Ductloads -0% 0%1 0 0 -0% 0%1 01 0 Total room load 0 0 4524 3752 Air required (dm) 0 0 181 183 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoTt- 2020 -Jan -2209:01:43 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 13 ACCP` ...ntent0utIook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 9 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks Pan: 3211 Quail Street 1 1 Room name M BATH M WC 2 Exposed wall 21.0 ft 5.5 ft 3 Room height 8.1 ft heaV000l 8.1 ft heaUmol 4 Room dimensions 1.0 x 132.8 ft 3.5 x 5.5 ft 5 Room area 132.8 ft' 19.3 ft Ty Construction U -value Or HTM Area (ftz) Load Area (ftz) Load number (Bhuh/ft2--°F) (Btah/ft°) or perimeter (ft) (Bhuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 117 109 240 28 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 8 0 187 68 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 53 41 89 10 45 33 72 8 1OB-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 e 23.36 25.34 12 2 278 301 12I 2 278 301 2glazing, droutr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 \ Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G 2 glazing, drou7 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frmwall, brk4'ext 0.030 s 2.19 0.26 0 0 0 0 0 0t 0 -G0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 G 2 glazing, or out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 L�2 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 G2 2 glazing, dr out', 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2glazing, drout, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2glazing, drout, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2glazing, drout, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2glazing, drout, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2glazing, drout, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 G 2 glazing, dr out,, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-Osw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 �i Frm wall, VZ' gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 �--D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.027 1.95 1.01 133 133 259 135 19 19 38 20 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmflr, 0.025 0.91 0.00 75 75 68 0 19 19 18 0 F Fir floor, frmfir, 0.025 091 000 0 0 0 0 O) 0 0 0 Fr floor, firm fir 1 0.0251 1 0.91 0.00r 0 0 0 F Flfloor, frmfir, 0.025 091 000 0 O) 0 0 0 6 c)AED excursion -47 22 Envelope loss/gain 1122 495 404 351 12 a) Infiltration 204 25 53 7 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 01 0 Appliancestother 0 0 Subtotal (Iines6to 13) 1325 520 458 358 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 49 19 0 0 14 Subtotal 1374 539 458 358 15 Ductloads -0% 0 ol 0 0 -0% 0%1 0 Total room load 1374 539 458 3 ]17 Air required (dm) 55 26 18 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -fi- F+tsotFt 2020 -Jan -22 09:01:43 ver r"y„- -1• - Right-Suite®Universal 2019 19.0.15 RSU16998 Page 14 ACCP-..ntent.0uflook\N£BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 9 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beady, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy Craig C. Brooks Pfan: 3211 Quail Street 1 Room name M WIC BS BATH 2 Exposed wall 5.5 ft 0 ft 3 Room height 8.1 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 1.0 x 680 ft 6.5 x 8.5 ft 5 Room area 68.0 it' 55.3 W Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (BWh/ft'--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat T Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2glazing, droulr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bgwall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frmwall, brk4"ext 0.030 e 2.19 0.26 45 33 72 8 0 0 0 0 106-v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2glazing, droutr, 0.320 e 23.36 25.34 12 2 278 301 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2glazing, oroutr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 - 0 0 0 0 0 0 �G 2 glazing, or out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 O) 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 �C 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N0.000 0.00 0.00 0 0 0 0 150 150 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Fmt wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, shrmo ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling, aspha 0.027 1.95 1.01 68 68 133 69 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 55 55 81 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flr floor, firm fir, 0.025 0.91 0.00 38 38 35 0 0 0 0 0 F Flr floor, frm flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor, frm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 17 0 Envelope loss/gain 516 395 81 0 12 a) Infiltration 53 7 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 530 0 0 01 0 Appliances/other 10 10 Subtotal (lines 6 to 13) 570 402 81 0 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 191 73 0 0 14 Subtotal 760 475 81 0 15 Dud loads -0% 0% 0 0 -0% 0%1 0 0 Total room load 760 475 81 0 Air required (dm) 1 30 23 31 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _*- 2020 -Jan -22 09:01:43 ` `utlook\W56JIN7R\7 3211 Right -Suite® Universal 201919.0.15RSU16998 Page15 ..ntent '��` w Quail Street.rup Calc= MJ8 Front Door faces: E Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd (venue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name BS BEDROOM 1 BS CL 1 2 Exposed wall 33.5 ft 15.0 ft 3 Room height 10.0 ft heat/cool 10.0 It heat/cool 4 Room dimensions 1.0 x 277.5 ft 12.5 x 3.0 ft 5 Room area 277.5 ftz 37.5 ft= Ty Construdion Ll -value Or HTM Area OF) Load Area (ffz) Load number (Btuh/ft'--°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 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 120 120 666 78 W Frm wall, brk4' ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazinq,droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 165 165 915 107 30 30 166 19 W Frm wall, brk4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 -v 0.320 e 23.36 1902. 0 0 0 0 OI 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 PD10B 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11P0 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 VL W Bg wall, 0.076 s 5.55 0.65 170 150 832 97 0 0 0 0 2glazing,droutr, 0.320 s 23.36 10.53 20 20 467 211 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 G 2 glazing, dr out', 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 G 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L -G 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 110 110 0 0 0 0 0 0 P Frm wall, 1f2'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frm wall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 01 0 0 0 C Atticceiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 278 278 405 0 38 38 55 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, trmfir, 0.025 0.91 0.00 0 01 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -104 -12 Envelope losstgain 2620 311 887 85 12 a) Infiltration 401 49 180 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 1 530 0 0 Appliances/other 300 10 Subtotal (lines 6 to 13) 3021 1191 1067 107 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 1067 107 -1067 -107 14 Subtotal 4088 1298 0 0 15 DudlOadS -0% 0% 0 0 -0% 0% 0 0 Total room load 4088 1298 0 0 Air required (dm) 1 163 63 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wry F�tsoR-- 2020 -Jan -2209:01:43 9 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 16 ACOA M ntent.0utlook\MBJIN7R\7 3211 QuailStreetrup Calc =MJ8 Front Door faces: E g Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name BS LIVING 2 Exposed wall 34.5 It 3 Room height 10.0 ft heat/cool 4 Room dimensions 1.0 x 352.3 ft 5 Room area 352.3 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area Load number (Btuh/Il2--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 110 110 610 71 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 2 glazing, dr out-, 0.320 n 23.36 8.53 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 55 55 305 36 W F mr wall, brk 4" ext 0.030 e 2.19 0.26 0 0 0 0 1013-v 0.320 e 23.36 19.02 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 C 2glazing, drouh; 0.320 s 23.36 10.53 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 2 glazing, dr out', 0.320 s 23.36 11.74 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 180 180 999 117 F rm wall, bri(4' ext 0.030 w 2.19 0.26 0 0 0 0 IW I --G 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 2 glazing, dr outs, 0.320 w 23.36 26.04 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 26.32 0 0 0 0 ---C 2 glazing, dr out-, 0.320 w 23.36 26.32 0 0 0 0 P 12C -09N 0.000 0.00 0.00 119 119 0 0 P F rm wall, 1 /Z'gyp.b 0.033 241 0.19 0 0 0 0 TFrm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 T -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 61 61 399 32 C Atticceiling,aspha 0.027 1.95 1.01 0 0 0 0 F 21A -32t 0.020 1.46 0.00 352 352 514 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 F Flrfloor, frm flr, 0.025 0.91 0.00 0 0 0 0 F Flrfloor, trmflr, 0.025 0.91 0.00 0 0 0 0 F Flrfloor,frmflr, 0.020 0.73 0.00 0 0 0 0 F Flrfloor,frmfir, 0.025 0.91 0.00 0 0 0 0 F Flrfloor,, fmi fir, 0.025 0.91 0.00 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 6 c)AED excursion -186 Envelope loss/gain 2827 70 12 a) Infiltration 413 51 b) Room ventilation 0 0 13 Intemalgains: Occupants@ 530 0 0 Applianoesrother 1500 Subtotal (lines6 to 13) 3241 1621 Less extemal load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 3241 1621 15 Ductloads -0% 0%1 0 0 Total room load 3241 1 1621 Air required (am) 130 79 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -44- +- wriFftsolt 2020 -Jan -2209:01:43 Rg.. Page 17 ��p` ...ntentOutlookNMBJIN7R\7 3211 Quail Street.rup Calc=MJ8 FrontDoorfaces: E g Basement Suo Riser fiser Job M 3211 Quail Street WebReps LLC. Scale: 1 : 99 Performed by Craig C. Brooks for: Page 1 Brad Weiman 1880 82nd Avenue Suite 203 Right -Suite@ Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, CO 80211 Phone: 800-810-3280 2020 -Jan -22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...5BJIN7R\7 3211 Quail Street.rup morgan@workshopdenver. com 1st Floor 7x8 Job M 3211 Quail Street WebReps LLC. Scale: 1 : 99 Performed by Craig C. Brooks for: Page 2 Brad Weiman 1880 82nd Avenue Suite 203 Right -Suite® Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, CO 80211 Phone: 800-810-3280 2020 -Jan -22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...5BJIN7R\7 3211 Quail Street.rup morgan@\Aorkshopdenver.com 9 SECOND FLOOR Job M 3211 Quail Street WebReps LLC. Scale: 1 : 99 Perfored by Craig C. Brooks for: m Page 3 Brad Weiman 1880 82nd Avenue Suite 203 RightSuite@ Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, CO 80211 Phone: 800-810-3280 2020 -Jan -22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...5BJIN7R\7 3211 Quail Street.rup morgan@workshopdenver.com Manual S Compliance Report P p Job: 3211 Quail Street Date: January 20th, 2020 Entire House By: Craig C. Brooks We6REPS WebReps LLC. 1-800-810-3280 Plan: 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Cooling Equipment Design Conditions Outdoor design DB: 91.7°F Manufacturer: Sensible gain: 41199 Btuh Entering coil DB: 76.8°F Outdoor design WB: 59.8°F 117000 Btuh Latent gain: 12422 Btuh Entering coil WB: 61.9°F Indoor design DB: 75.0°F Total gain: 53621 Btuh Indoor RH: 50% Estimated airflow: 1867 cftn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Carrier Model: 24ABC660B00310+CSPHP6012ALA+59SP5A120E24-22 Actual airflow: 1867 cfm Sensible capacity: 43120 Btuh 105% of load Latent capacity: 12880 Btuh 104% of load Total capacity: 56000 Btuh 104% of load SHR: 77% Heating Equipment Design Conditions design DB: -3.0°F Heat loss: 56604 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Carrier Actual airflow: 1867 cfm Output capacity: 117000 Btuh Meets all requirements ofACCA Manual S. Model: 59S P5A 120E24-22 207% of load wrightsoft" Rig hl -Su ite® Universal 201919.0.15RSU16998 ACCA ...ntent0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc= MA Front Door faces: E Entering coil DB: 66.7°F Temp. rise: 50 °F 2020 -Jan -22 09:01:45 Page 1 Duct System Summary Entire House WebREPS WebReps LLC. 1-800-810-3280 Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 External static pressure Project Information in H2O For: Brad Weiman, Workshop Denver in H2O 4100 Jason Street, Denver, CO 80211 0.23 Phone: 720-746-9240 0.23 Email: morgan@workshopdenver.com Available static pressure - wrightsoft' I—:_- Right-Suite®Universal 201919.0.15RSU16998 RCCA ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc=MJB FrontDoorfaces: E 2020 -Jan -22 09:01:45 Page 1 Heating Cooling External static pressure 0.59 in H2O 0.59 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/ return available pressure 0.282 /0.078 in H2O 0.282 / 0.078 in H2O Lowest fri cti on rate 0.054 in/100ft 0.054 in/100ft Actual airflow 1867 cfm 1867 cfm Total effective length (TEL) 662 ft - wrightsoft' I—:_- Right-Suite®Universal 201919.0.15RSU16998 RCCA ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc=MJB FrontDoorfaces: E 2020 -Jan -22 09:01:45 Page 1 Supply Branch Detail Table Name Design (Btuh) Htg MM) Clg (ch) Design FR Diam (in) H x W (in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BASH h 335 13 0 0.181 4.0 Ox 0 ShMt 15.5 140.0 st2 BATH 1 h 903 36 30 0.101 4.0 Ox 0 ShMt 48.0 230.0 st1 D BATH h 577 23 8 0.106 4.0 Oxo ShMt 41.5 225.0 st3 BATH 3 h 385 15 6 0.116 4.0 Ox 0 ShMt 62.0 180.0 st2B BEDROOM 1 c 1958 68 96 0.122 5.0 Ox 0 ShMt 40.5 190.0 st1 C BEDROOM h 1534 61 61 0.114 4.0 Oxo ShMt 31.5 215.0 st3 BEDROOM 3 c 1675 65 82 0.103 5.0 Ox 0 ShMt 47.5 225.0 st213 BS BATH h 81 3 0 0.155 4.0 Ox 0 ShMt 16.5 165.0 st2 BS BEDROOM 1 h 4088 163 63 0.148 8.0 Ox 0 ShMt 40.0 150.0 st2A BS LMNG h 3241 130 79 0.175 7.0 Ox 0 ShMt 11.0 150.0 st1A DINING C 1406 32 69 0.114 4.0 Ox 0 ShMt 33.0 215.0 st3 DRESS 3 h 651 26 19 0.110 4.0 Ox 0 ShMt 56.0 200.0 st2B ENTRY h 829 33 10 0.181 4.0 Ox 0 ShMt 26.0 130.0 SO GREATROOM h 3397 136 124 0.133 6.0 Oxo ShMt 31.5 180.0 st3 GREATROOM-A h 3397 136 124 0.151 7.0 Oxo ShMt 36.5 150.0 st3 KITCHEN c 1821 65 89 0.141 5.0 Ox 0 ShMt 55.0 145.0 st2B KITCHEN -A c 1821 65 89 0.120 5.0 Ox 0 ShMt 45.0 190.0 st2B LAUNDRY c 543 14 26 0.122 4.0 Ox 0 ShMt 41.0 190.0 st3 LIVING ROOM c 2599 93 127 0.150 7.0 Ox 0 ShMt 17.5 170.0 st1 B LMNG ROOM -A c 2599 93 127 0.293 5.1 8x 4 ShMt 1.0 95.0 LMNG ROOM -B c 2599 93 127 0.154 7.0 Ox 0 ShMt 22.5 160.0 st1A LMNG ROOM -C c 2599 93 127 0.135 7.0 Ox 0 ShMt 28.0 180.0 st1 B LIVING ROOM -D c 2599 93 127 0.057 6.0 Ox 0 ShMt 66.5 430.0 st5C M BATH h 1374 55 26 0.063 5.1 8x4 ShMt 57.0 390.0 st5A M BEDROOM c 1876 90 92 0.085 5.0 Ox 0 ShMt 61.5 270.0 st4 M BEDROOM -A c 1876 90 92 0.054 5.0 Ox 0 ShMt 87.5 430.0 st5C MWC h 458 18 17 0.060 4.0 Oxo ShMt 62.5 410.0 st5B MVVIC h 760 30 23 0.055 4.0 Oxo ShMt 67.5 440.0 st5C MUDROOM h 840 34 7 0.075 4.0 Ox 0 ShMt 49.0 325.0 st5 Supply Trunk Detail Table Name Trunk Type Htg (dM) Clg (Cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st2 PeakAVF 416 348 0.103 748 9.9 8 x 10 ShtMetl st5C PeakAVF 214 242 0.054 725 9.2 8 x 6 ShtMetl st5B st4 PeakAVF 90 92 0.085 412 5.8 8 x 4 ShtMetl st1D st5B PeakAVF 232 259 0.054 777 9.4 8 x 6 ShtMetl st5A st5A PeakAVF 287 285 0.054 738 9.8 8 x 7 ShtMetl st5 st3 PeakAVF 402 413 0.106 675 9.8 8 x 11 ShtMetl st2B PeakAVF 236 285 0.103 732 8.6 8 x 7 ShtMetl st2A st5 PeakAVF 321 292 0.054 722 10.2 8 x 8 ShtMetl st1 D st1D PeakAVF 447 414 0.054 732 11.5 8 x 11 ShtMetl SOC st2A PeakAVF 399 348 0.103 653 9.7 8 x 11 ShtMetl st2 st1 PeakAVF 957 980 0.054 705 15.4 8 x 25 ShtMetl st1A PeakAVF 924 970 0.054 727 15.4 8 x 24 ShtMetl st1 st1B PeakAVF 701 764 0.054 724 14.1 8 x 19 ShtMetl st1A st1C PeakAVF 515 510 0.054 713 12.1 8 x 13 ShtMetl st16 wrightsoft 2020 -Jan -22 09:01:45 It ,M,,,, Right-Suite®Universal 2019 19.0.15 RSU16998 Page 2 %TCCA ...ntentOutook\VV5BJIN7RV 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Return Branch Detail Table _ wrightsoft' 2020 -Jan -22 09:01:45 ~' 1r1 Right-Suite®Universal 201919.0.15 RSU16998 Page 3 ACCA . ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc = MJ8 Front Door faces: E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (CIM) (ft) FR (fpm) (in) (in) Opening (in) Mat Trunk rb2 Ox 0 489 453 144.0 0.054 652 11.9 12x 9 ShMt rb1 Ox 0 1378 1414 61.0 0.128 579 14.9 16x 22 ShMt _ wrightsoft' 2020 -Jan -22 09:01:45 ~' 1r1 Right-Suite®Universal 201919.0.15 RSU16998 Page 3 ACCA . ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc = MJ8 Front Door faces: E Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: 32-11 a a.I Zoning: Rr► Lot Size: 17, f* sq. ft. Lot Width: JQ], 2.9 ft. Property in the flood plain?_ If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: U►.lGii (Pee)Atc�LS Any conflict? (Y/N)�3 b I"' 9gt{�c2� 1Q Related Cases: 91,5— JJ— p$ Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 25 % I-►, 47 (. S sq. ft. Existing Improvements (footprints): House: V ffat t`f bg� sq. ft. Shed: Detached garage: Other: sq. ft. sq ft. sq. ft. Proposed Improvements (footprints): House/addition: 2-4 6Q sq. ft. Shed: sq. ft Detached Garage: Other: sq. ft. sq. ft. Total Existing Q sq. ft Proposed+Existing sq. ft Lot Coverage n % Lot Coverage % Required Setbacks: FR — S S 19 R Provided Setbacks: FR 351 S ! I S 21, 25' R For additions or new construction, is the structure within 2 feet of minimum setbacks? Wo If yes, add surveying condition FND. Maximum Height: 3 ft. Proposed Height:, " &d:V--`�) ft. Maximum Size: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N: FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in —R-ICand R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? Ye -5 If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? Yp2-- If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots C`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 L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. 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) 1* ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any 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. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses � re at least 30 feet apart, measured from the interior edges. I" For all uses, one access point per property is permitted. Landscaping 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 J91.2-4 width of driveway. 24 ) / 70 = 2 (round up for required trees) Street trees required: �_ Street trees provided:D— 1Ef"00% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. '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 ❑ Not approved as an independent dwelling unit. N m I n V ° a d � m c z c d Q o. to N LL _m C - N O v a Z K w T D N d E O 4 0 N a � O 3 LL N 1 ° Q D m L ° f6 C U N @ O- m t a o o p RQ O T mew 3 C VI N C O S y LL 2 ? O LL C � m -o ULL Y D L. m Q o� by my 3 3 a w p N Nei 6 N O O 'O ai a1 y> d li U Q J Q w w ID . � O O LL Q W y LL O S aQN .l0.a dO woNd Oo O LL Q >m W Q a� E ao W LL W aQ W Q y N 2 j ^ LL N m I n V ° m c N @ @ N L U Z Oi E a- C E N E O 4 0 N a 2 3 LL 110 C 0 Y N C N O @ O- ¢ d d °° c 3 m E r o m c o N 9 a 2 ti ~O N C C C m N a O O E a a 3 o m o ID . «OE O LO O y .m aQN .l0.a dO woNd Oo >m 1yGaoON° E dd am c° O E j UjEOaa E 6 ON NN 0 y N aND o o C N N N li o = m U°.tNa 3 N`N a NOw ON Nc aivc a d it o> m oa) 02'0 ° om U m J o_ U a o c O Z Z) O_ ad ZO °mE v ua m- L.°... lyyi C> UO °N`m EE" .vO-i o c •wC- Eua0N m`. aa a N m t a 2 c m a o a EE a C N y a b0 LL N O N c C 3 W O E u! a2 d T L?" N Z a m `o L Q wU OQ d_ `° m m -E'' o'= Q°� ° as c.a ¢n ° � LU cryo a _ NLN��U mEa 8 ct N Q g r'arns y rca3�«s L rd°LL° O N m I n V City of Wheat Midge 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 June 8, 2018 C���� OFFICIAL ADDRESS NOTIEI ATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 3275 Quail Street NEW ADDRESS: 3211 3239 3267, 3291 Quail Street SUBDIVISION: Ouail Creek Estates LOT(s): 1-4 SECTION: 28 NOTES: This is a courtesy notification. AUTHORIZED BY: �r G�'�t DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to fli kgr(4- jeffco_us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitclielmjeffco.us and edelynkogjeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda j.martinez dusps.gcand krissy.i-summerfield n?us s ;ov and arlene.a.vi_ekrey(d.;usys.gov and billy e.coghill(a)usps.gav 8. Xcel Energy, sandra.cardenas(di xcelenergy. con 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.co.us DATE: Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Drainage Plans From: Dave Brossman <dbrossman@ci.wheatridge.co.us> Date: Wednesday, June 20, 2018 at 6:07 PM To: Zackary Wallace <zwaIlace@ci.wheatridge.co.us> Cc: Sarah Barr <sarah@workshopdenver.com> Subject: Re: Question for Residential Permit - Quail Creek Estates Hi Sarah - While separate civil drawings aren't required for single-family building permits, the plot plan that is required with the permit must contain sufficient elevations and contours/flow arrows so City staff can ensure the proposal complies with all previously approved civil plans. PW staff will use the plot plan both during the Permit review, and also during field inspections, to ensure the lot is graded properly and that the drainage will function per the approved Drainage Report and Plan. Thanks for inquiring! Dave David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.23.2864 City of P ( J H I IC W (ARKS On Jun 20, 2018, at 4:03 PM, Zackary Wallace <zwallace@ci.wheatridge.co.us> wrote: Hi Sarah, Grading, erosion control, and drainage plans were approved as part of the subdivision, so we do not need that information resubmitted with the building permit application. Thanks, Zack Wallace Mendez Planner II 303-235-2852 C Itv of zxt 1chn - C�cih4>�tt,lt�.11'� Page 1 of 2 wogs S�Op Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 From: Sarah Barr <sarah@workshopdenver.com> Sent: Wednesday, June 20, 2018 2:33 PM To: Zackary Wallace <zwaIlace@ci.wheatridge.co.us> Subject: Re: Question for Residential Permit - Quail Creek Estates Hello, Zack: As you may have read, I am working on the Quail Creek Estates project. I am getting ready to submit an application for a building permit for a single family home on one of those lots. Do need a separate civil drawing to include in the submittal? The subdivision is Quail Creek Estates and the specific address is 3267 Quail St. If you have any questions, please don't hesitate to ask. Thank you, Sarah Barr sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 4373 Jason St, Denver workshopdenver.com Communication and transcript documentation by Sarah Barr with Work Shop Denver. If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 2 of 2 O Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Fire District — West Metro Fire Protection June 18, 2018 — Life Safety Department — Melisa Gonzalez (303-989-4307 opt 1, 2) Our property, 3211 Quail St, is in the West Metro Fire District confirmed. Directed to Plans Examiner, Kelly Brooks, for requirements June 18, 2018 — Plans Examiner — Kelly Brooks (303-539-9705) Single family home as part of a new development. Development review is complete. No further review is needed for our project. Communication and transcript documentation by Sarah Barr with Work Shop Denver If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 1 of 1 KORDZIEL ENGINEERING, INC. �__ — www.kordzielenginc-eririg.com P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 fax 303-216-9292 SOIL AND FOUNDATION INVESTIGATION FOUR PROPOSED RESIDENCES LOTS 1, 2, 3 AND 4 3275 QUAIL STREET WHEAT RIDGE, COLORADO Prepared by: Joseph C. Kordziel, P.E., Principal O C.) �� • 4 29994 r: �OAc �01d'�\ Prepared for: WORKSHOP DENVER 4100 JASON STREET DENVER, COLORADO 80211 PROJECT NO. 2091 NOVEMBER 6, 2017 TABLE OF CONTENTS TABLE OF CONTENTS 1 SCOPE 2 CONCLUSIONS 2 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 3 INVESTIGATION 4 SUBSURFACE CONDITIONS 4 EXCAVATIONS 6 SITE PREPARATION 7 BUILDING FOUNDATIONS 7 SLAB -ON -GRADE CONSTRUCTION 8 LATERAL LOADS AND SUBSURFACE DRAINAGE 9 SURFACE DRAINAGE 10 LIMITATIONS 10 FIGURE 1 - PROPOSED SITE PLAN AND LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 - LOT 1 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 5 AND 6 - LOT 2 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 7 AND 8 - LOT 3 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURES 9 AND 10 - LOT 4 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURE 11 - TYPICAL INTERIOR BASEMENT FOOTING DRAIN FIGURE 12 - TYPICAL INTERIOR AND EXTERIOR BASEMENT FOOTING DRAIN Soils and Foundation Investigation Project No. 2091 Page 2 SCOPE This report presents the results of a soils and foundation investigation for four proposed residences to be located at 3275 Quail Street in Wheat Ridge, Colorado. A single family residence exists at the site. The residence is to be removed and replaced with four new lots (Lots 1-4) and a single family residence with a basement and garage proposed on each lot. The test borings and proposed lots are located as indicated on Figure 1. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed construction. The report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our experience. A summary of our findings and recommendations is presented below. CONCLUSIONS 1. Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north -central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. 2. Free water was encountered in all borings at the time of drilling. The borings were checked 9 days after drilling and ground water was measured at a depth of 9.5 feet in TH-1, 9 feet in TH-2, 7.5 feet in TH-3 and at 5 feet in TH-4. Soils and Foundation Investigation Project No. 2091 Page 3 3. The proposed residences can be constructed with a spread footing foundation system bottomed a minimum of 3 feet above ground water on each lot. At the test hole locations indicated on Figure 1, spread footings must be located at a maximum depth of 6.5', 6', 4.5 and 2' on lots 1-4, respectively. Design and construction criteria are presented in the body of the report. If very moist soil is encountered or soils are too soft for heavy equipment access, a minimum of 1 foot of soil over -excavation below foundation elevations and replacement with gravel to stabilize soft, very moist to wet sub -soils and to create a subsurface drainage system for ground water may be utilized. Where old fill material is present, fill material is to be removed and replaced by properly compacted structural fill below the bottom of footing and native soil. 4. The soils are suitable for support of slab -on -grade construction with a low risk of movement or cracking due to expansive soils and/or soil settlement. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. An interior foundation drain (Figure 11) should be installed below basement slab elevations where footings are 4+ feet from ground water; where footings are3-4 feet above ground water, we recommend an interior and exterior foundation drain be installed, as indicated on Figure 12. A vapor barrier is recommended below the slabs on all lots due to shallow ground water. 7. Positive drainage down and away from all foundation walls should be established and maintained at all times. PROPOSED CONSTRUCTION The existing lot is to be divided into four lots with a single family residence with a basement proposed and garage proposed on each new lot. Each proposed residence is assumed to consist of concrete and wood frame construction and relatively light construction loads are anticipated. The foundation depths are to be located a minimum of 3 feet above ground water. SITE CONDITIONS The site has an existing residence to be removed, and is located in an established residential area of Wheat Ridge, Colorado. The locations of the exploratory borings and proposed lot subdivisions are presented on Figure 1. The site has a drainage running from the southeastern portion of the site to the northeastern portion of the site, as indicated on Figure 1. The site slopes gently to the northwest on the east side of the drainage and gently to the Soils and Foundation Investigation Project No. 2091 Page 4 northeast on the west side of the drainage. We understand as part of the site development the drainage is to be filled and re-routed westerly along the southern portion of the site and then northerly along the western side of the site. The site currently has a moderate cover of grasses and weeds with some large, mature trees, particularly near the existing drainage. INVESTIGATION Subsurface conditions were investigated on September 13, 2017 by drilling one exploratory boring on each proposed lot at the locations indicated on Figure 1. The borings were advanced using a 4 -inch diameter continuous flight auger powered by a CME -45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140 -pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The results of the penetration tests and logs of the materials encountered are presented on the Logs of Exploratory Borings, Figure 2. Samples were returned to the laboratory where they were visually classified and testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of gradation test analyses, swell -consolidation testing and moisture -density determinations. The results of the laboratory tests are presented on Figures 2 - 10. SUBSURFACE CONDITIONS Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock Soils and Foundation Investigation Project No. 2091 Page 5 to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north - central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. The test borings were checked 9 days after drilling and water was present at depths ranging from 5 to 9.5 feet, as indicated on Figure 2. Additional subsurface details are also presented on Figure 2. The geotechnical practice in the Denver and surrounding area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per square foot (PSF), the measured swell is classified as low, moderate, high, or very high. It is important to note that measured swell is not the only criteria for slab - on -grade recommendations and additional factors are considered by the geotechnical engineer when evaluating the risk for slab -on -grade construction. The following table presents the relative classification criteria. The classification criteria is in conformance with guidelines established by the Colorado Association of Geotechnical Engineers (CAGE). Risk Category Percent Swell Under A 1000 PSF Surcharge Pressure Low 0 _ <2 Moderate 2 - <4 High 4_<6 Very High Greater than 6 Samples at anticipated foundation depths possess a nil to moderate expansion potential with an overall low movement potential. Swell -consolidation test results for samples of sandy clay obtained from TH-1 through TH4 were as follows: TH-1 at 4 feet (0.3% swell), Soils and Foundation Investigation Project No. 2091 Page 6 TH-1 at 9 feet (0.2% swell), TH-2 at 4 feet (1.4% swell), TH-2 at 9 feet (0.0% swell), TH-3 at 4 feet (2.1% swell) and TH-4 at 4 feet 1.2% swell) when wetted under a surcharge pressure of 1000 PSF. Gradation samples obtained from with a sample from TH-3 at 9 feet and TH-4 at 9 feet contained 67% and 64% fines, respectively. EXCAVATIONS Excavations should not remain open for extended periods of time, permitting wetting or drying of the bearing materials. Moisture changes of the bearing materials may increase the risk for movement. The materials encountered within the anticipated depth of excavations and the anticipated fill materials on site are categorized as Type A to Type B according to the Occupational Safety and Health Administration (OSHA). Based on published OSHA guidelines, the temporary excavations in the Type A soils (native sandy clay above the water table) can have a maximum temporary slope of 0.75:1.0 horizontal:vertical (H -V) or 53 degrees and the temporary excavations in the Type B soils (fill materials from site grading/preparation) can have a maximum temporary slope of 1.0:1.0 horizontal:vertical (H:V) or 45 degrees. These inclinations are reasonable for the conditions at the site. Exceeding these inclinations will increase the chance of deformation, especially over a long time period. Some localized deformation of the bank may occur, especially during wet weather, loading or with vibrations. Care should be taken when working near the sides of the excavation at all times, and the slopes should be monitored by onsite personnel during construction for evidence of sloughing, bulging or toppling of the sidewalls or cracking at the ground surface. Surcharge loading at the top of the cut by equipment, materials, or vehicles must be avoided, since surcharge loading will increase the risk of caving. Spoils of the excavation must be placed a minimum of 2 horizontal feet from the edge Soils and Foundation Investigation Project No. 2091 Page 7 of the excavation. A geotechnical engineer should observe the completed excavation prior to foundation installation. SITE PREPARATION Organic material and debris should be removed from the foundation area and wasted off site or used for non-structural purposes. Where required, structural fill should be placed in 8 -inch un -compacted thickness lifts and compacted to 95 percent of the standard Proctor maximum dry density (MPD) within 2 percent of the optimum moisture content (OMC). Structural fill is a material that classifies as sand according to the Unified Soil Classification System possessing a silt and clay fraction less than 25 percent, a liquid limit less than 40 and a plasticity index less than 20. Coarse-grained material larger than 3 inches in diameter should not be utilized. Structures supported by insufficiently compacted structural fill may settle. Any fill not utilized for structural purposes should be compacted to 90 percent MPD within 2 percent of the OMC. A geotechnical engineer should review earthwork placement activities. BUILDING FOUNDATIONS The soil below the anticipated residence foundation elevations of 3+ feet above ground water to the existing ground surface elevation at the time of this investigation consists of sandy clay with a nil to low swell potential and one sample with a moderate swell potential. An overall low movement potential exists based on depth of existing stiff sandy clay and depth to ground water. For lots 1-4, residence basement footings should be designed for a maximum allowable bearing capacity of 1500 pounds per square foot (PSF) and residence garage footings should be designed for a maximum allowable bearing capacity of 2000 PSF. Footings are to be Soils and Foundation Investigation Project No. 2091 Page 8 bottomed a minimum of 3 feet above ground water at a maximum depth (from existing grade in the location of the test boring on each lot) of 6.5 feet on Lot 1; 6 feet on Lot 2; 4.5 feet on Lot 3 and 2 feet on Lot 4. Footings should be covered with a minimum of 3 feet of soil for frost protection. Spread footing foundations should be designed and constructed to meet the following criteria. 1. All footings must be supported by native soil or properly compacted structural fill overlying native soil and must be a minimum of 3 feet above ground water elevation. Any soils loosened by the excavation or forming process should be removed from the footing areas prior to structural fill and/or concrete. Soils in the footing excavation should not be allowed to dry excessively. Drying of the soil can increase the movement potential. The footing excavations should be observed by a geotechnical engineer to confirm subsurface conditions. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads supporting columns. Larger sized or interrupted footings may be necessary depending on structure loads. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. Walls should be reinforced to span an unsupported length of 10 feet. Structural steel reinforcement should satisfy the appropriate building codes and the structural design. 4. Footings must be protected from frost action. Footings should be covered with a minimum of 3 feet of soil for frost protection. SLAB -ON -GRADE CONSTRUCTION The soils encountered include sandy clay with an overall low swell potential. Movement of slabs is possible, but presents a low risk for movement. We recommend con- struction of a structural floor system with a minimum 12 inch void below the floor in finished living areas if the owner is not willing to accept the risk of slab movement. A structural floor system is the only means of preventing floor movement. We do not recommend slab -on -grade construction be used in finished living areas if the owner is unwilling to accept the risk of slab movement. If the owner is willing to accept the risk of slab movement, the slabs can be constructed as "floating" slabs which are free to move in a vertical direction. The slabs should Soils and Foundation Investigation Project No. 2091 Page 9 not be attached to interior or exterior bearing members. Risk for slab movement can be reduced by removal and replacement of subsoils with properly compacted structural fill, as indicated previously in this report. The following design and construction criteria should be used for slab -on -grade construction. 1. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted. 2. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. Slip joints should allow at least 1 inch of vertical movement. 3. Under -slab plumbing should be eliminated where feasible. Where such plumbing is unavoidable it should be thoroughly pressure tested during construction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the ductwork. The above design and construction criteria will not prevent movement, but will reduce damage if movement occurs. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade walls must be designed for lateral loads. For "active" conditions, the walls should be designed for an equivalent fluid pressure of 45 pounds per cubic foot (PCF). For "at rest" conditions, equivalent fluid pressures of 55 PCF should be used. These loads do not include swelling pressures, hydrostatic loads or surcharge loads such as sloping backfill or vehicles. Expansive soil should not be used for backfill. In the basement of the structure, a foundation drain should be installed as presented on either Figure 11 or Figure 12, to be determined based on the separation from the basement footing(s) to ground water. The foundation drain will reduce the risk of "wet basement' conditions and the buildup of hydrostatic pressures. The foundation drain should lead to a positive gravity outlet or a sump where water can be removed by pumping Soils and Foundation Investigation Project No. 2091 Page 10 A vapor barrier above the structural fill or soil layer is recommended below the basement slab due to very moist to wet underlying soils. SURFACE DRAINAGE The risk for wetting of foundation soils can be reduced by carefully planned and maintained surface drainage. The following precautions should be observed during construction and be maintained at all times after the structure(s) are completed. 1. Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. 2. Backfill adjacent to foundation walls should be moistened and compacted. Any settlement of backfill after completion of the structure should be repaired and positive drainage reestablished. 3. The ground surface surrounding the structure should be sloped to drain away from the structure in all directions. A minimum slope of 12 inches in the first 10 feet should be achieved and maintained after construction. 4. Roof downspouts and drains for the structure should discharge to the surface well beyond the limits of all backfill. Irrigated landscaping should not be placed within 10 feet of the foundation walls. 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes trap moisture and prevent normal evaporation from occurring. Geotextile fabrics are a suitable option to control weed growth and allow some evaporation. LIMITATIONS Although the borings were located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If subsurface conditions or the proposed construction differs from those described herein, we should be notified. Excavations should be observed by a representative of our office. The cost of construction observations is not included in this investigation and is billed separately per the Soils and Foundation Investigation Project No, 2091 Page 11 service agreement/proposal. An environmental assessment of the site is outside our scope of work for this project. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. Kordziel Engineering, Inc. JCK/jck 3 copies sent, ecopy sent 3275 QUAIL STREET WHEAT RIDGE, CO 3275 Quail Street - Barnhart SCALE 1" = 100' TH-4 otand9rd C. g, & SW shall Fc,. iced with a 6' vertical guucr altaclx�d nw'4ol.c -1k Iwalk m be iliptw l of m,% ROW lincl. TH-3 TH-2 smp m Ail :rho. along -H-1 N �.wvma cmwn.w 2r�w.n - �w 1uW»xswvex�a.r.wv.�xrtw ow eraehr.r ` r. c- rrr wrn // C.yC tvftN Rdp.. CAW. iar raw wa.�..i..r. //I/ ISDO W.u:Gc.�Nruw WMaa ILOpa. co .0017-lOOt W heaticige ..,runmet. at lt—i i�l$CLAIMER NOTICE nb e. �rraww.dr�d�.orc ry b.TOP+Wt ra4✓+corn Rdres yw�.'w .on.ry �..ry d+'�+h dnn.eunrm• w wr. nor.v • vwmrarh iM Lh o� Wrc r+wP n aM1nm (iurty. CAvrN -. idem r�mnyv� d M 6tw dcdvam iw m+yre�'b �4 w [r4ri mrprruH wvigxn iir +�rwdrmcr. ah r.u.. r0a.'.� wWron d M nemh. � ei wv TM.ierdna M�a�s�u+Pr rnwnrt �a rvd MCA d.Tsr ftagetm wrl err ��.' ��+.v dn. rdra mrA+naunm KORDZIEL SCALE: 1" - 10 PROPOSED SITE PLAN AND LOCATION DATE: 11-3-17 REV. DATE: OF EXPLORATORY BORINGS DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 1 TH-1 TH-2 TH-3 TH-4 7112 [1_�j 5/12 1 �j 12/12 20 25 .-m EXPLANATIONS ® FILL, CLAY, SANDY, SOFT TO MEDIUM CLAY.. SANDY WITH SAND LENSES, SOFT STIFF,MOIST TO VERY MOIST, BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN CLAY. SANDY. STIFF MOIST, BROWN® SANDSTONE BEDROCK, VERY HARD, WET. LIGHT BROWN TO TAN XX/XX INDICATES THAT XX BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O D SAMPLER XX INCHES 9 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN 9 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN NOTES 1. THE EXPLORATORY BORING WAS DRILLED ON 6-24-99 USING A 4 -INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRILLING RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING 3 WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE KORDZIEL SCALE: NTS DATE. 11-6-17 LOGS OF EXPLORATORY BORINGS =REV. DATE: DES BY:JCK DRAWN BY JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 7/12 14/12 12/12 9 J4/12 5 WC=254 WC 2&0 WC 12.7 - WC=166 DID 96 DID 110 DD 1190 DD 98 9 9 - 9 8112 6/12 0 3/12 5112 t0 >F► 0 WC 313 WC -303 WC=295 WC 356 - 0 DD = 91 - 9. DD- 86 -200 = 67 -200 = 64 9 2/12 4/12 7/12 5/12 15 1 7112 [1_�j 5/12 1 �j 12/12 20 25 .-m EXPLANATIONS ® FILL, CLAY, SANDY, SOFT TO MEDIUM CLAY.. SANDY WITH SAND LENSES, SOFT STIFF,MOIST TO VERY MOIST, BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN CLAY. SANDY. STIFF MOIST, BROWN® SANDSTONE BEDROCK, VERY HARD, WET. LIGHT BROWN TO TAN XX/XX INDICATES THAT XX BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O D SAMPLER XX INCHES 9 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN 9 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN NOTES 1. THE EXPLORATORY BORING WAS DRILLED ON 6-24-99 USING A 4 -INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRILLING RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING 3 WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE KORDZIEL SCALE: NTS DATE. 11-6-17 LOGS OF EXPLORATORY BORINGS =REV. DATE: DES BY:JCK DRAWN BY JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 8 6 ~ 4 O C7 C C;3 G. - k W 2 I () -I O •� -3 O Q. -4 O U -6 -8 L 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING I 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-1 at 4' Natural Dry Unit Weight = 96 PCF Natural Moisture Content= 25.4% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 6 2 O U -5 -6 -7 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-1 at 9' Natural Dry Unit Weight = 91 PCF Natural Moisture Content= 31.3% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 4 8 6 -6 -8 110 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING I 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 4' Natural Dry Unit Weight = 110 PCF Natural Moisture Content = 20.0% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 8 7 6 S NO MOVEMENT UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 9' Natural Dry Unit Weight = 86 PCF Natural Moisture Content= 30.3% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 6 2 —6 -8 L- 0.1 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING i 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-3 at 4' Natural Dry Unit Weight = 119 PCF Natural Moisture Content = 12.7% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 7 100.0 90.0 80.0 70.0 gc 60.0 a °' 50.0 `e u v 40 a` 40.0 30.0 20.0 10.0 0.0 0.01 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.1 1 10 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 33% FINES 67% MOISTURE 29.5% DATE: 11/6/2017 NAME: 3275 Quail Street PROJECT NO.: 2091 HOLE / SAMPLE DEPTH LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) 100 TH-3 9' N/A FIGURE 8 8 7 6 5 r. O 4 C co G, W 2 1 0 -1 -2 -6 -7 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-4 at 4' Natural Dry Unit Weight = 98 PCF Natural Moisture Content = 16.6% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 9 100.0 90.0 80.0 70.0 60.0 .y `e d a 40.0 30.0 20.0 10.0 0.0 0.01 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 430 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.1 1 10 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 36% FINES 64% MOISTURE 35.6% DATE: 11/6/2017 NAME: 3275 Quail Street PROJECT NO.: 2091 HOLE / SAMPLE TH-4 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) N/A 10 20 30 40 50 60 70 80 90 100 100 FIGURE 10 �`v SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE DUIVALENT ;IC GRAVEL NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEO TEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 KORDZIEL SCALE NTS DATE: 11-6-17 REV. DATE DES BY JCK DRAWN BY JCK ENGINEERING, INC. TYPICAL INTERIOR BASEMENT WALL DRAIN PROJECT NO. 2091 FIGURE 11 BACKFILL MiRAFI ICON OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) 6"-8" MIN. CLEAN WASHED GRAVEL 0.- A 0 o pj�Q p��og 0 0 �1 r,n F Q 4?'1�epQdc' �OQ� WALL •1• INSTALL DRAiN - ABOVE THIS LINE YETHYLENE SHEETING MIRAFI 14ON OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) SLuP 12" MIN. L-6"-8" MINIMUM 4 -INCH DIAMETER PERFORATED PVC PIPE MINIMUM CLEAN WASHED GRAVEL SLOPE OF 1/8" PER FOOT FOR RIGID PIPE MINIMUM SLOPE OF I/4" PER FOOT FOR FLEXIBLE PIPE(TYP.) INSTALL DRAIN ABOVE LINE NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5°, 60--100% RETAINED #4, <3% PASSING #200 KORDZIEL SCALE NTS DATE. 11-6-17 TYPICAL INTERIOR AND EXTERIOR REV. DATE BASEMENT WALL DRAIN DES. BY: JCK DRAWN BY. JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 12 RADON CONTROL METHODS The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. User note: About this appendix: Appendix F contains provisions that are intended to mitigate the transfer of radon gases from the soil into dwelling units. Radon is a radioactive gas that has been identified as a cancer-causing agent. Radon comes from the natural breakdown of uranium in soil, rock and water. SECTION AF101 SCOPE AF101.1 General. This appendix contains requirements for new construction in jurisdictions where radon -resistant con- struction is required. Inclusion of this appendix by jurisdictions shall be deter- mined through the use of locally available data or determina- tion of Zone 1 designation in Figure AF101 and Table AF101(1). SECTION AF102 DEFINITIONS AF102.1 General. For the purpose of these requirements, the terms used shall be defined as follows: DRAIN TILE LOOP. A continuous length of drain tile or perforated pipe extending around all or part of the internal or external perimeter of a basement or crawl space footing. RADON GAS. A naturally occurring, chemically inert, radioactive gas that is not detectable by human senses. As a gas, it can move readily through particles of soil and rock, and can accumulate under the slabs and foundations of homes where it can easily enter into the living space through con- struction cracks and openings. SOIL -GAS -RETARDER. A continuous membrane of 6 -mil (0.15 mm) polyethylene or other equivalent material used to retard the flow of soil gases into a building. SUBMEMBRANE DEPRESSURIZATION SYSTEM. A system designed to achieve lower submembrane air pressure relative to crawl space air pressure by use of a vent drawing air from beneath the soil -gas -retarder membrane. SUBSLAB DEPRESSURIZATION SYSTEM (Active). A system designed to achieve lower subslab air pressure rela- tive to indoor air pressure by use of a fan -powered vent draw- ing air from beneath the slab. SUBSLAB DEPRESSURIZATION SYSTEM (Passive). A system designed to achieve lower subslab air pressure rela- tive to indoor air pressure by use of a vent pipe routed through the conditioned space of a building and connecting the subslab area with outdoor air, thereby relying on the con- vective flow of air upward in the vent to draw air from beneath the slab. SECTION AF103 REQUIREMENTS AF103.1 General. The following construction techniques are intended to resist radon entry and prepare the building for post -construction radon mitigation, if necessary (see Figure AF103). These techniques are required in areas where desig- nated by the jurisdiction. AF103.2 Subfloor preparation. A layer of gas -permeable material shall be placed under all concrete slabs and other floor systems that directly contact the ground and are within the walls of the living spaces of the building, to facilitate future installation of a subslab depressurization system, if needed. The gas -permeable layer shall consist of one of the following: 1. A uniform layer of clean aggregate, not less than 4 inches (102 mm) thick. The aggregate shall consist of material that will pass through a 2 -inch (51 mm) sieve and be retained by a '/,-inch (6.4 mm) sieve. 2. A uniform layer of sand (native or fill), not less than 4 inches (102 mm) thick, overlain by a layer or strips of geotextile drainage matting designed to allow the lat- eral flow of soil gases. 3. Other materials, systems or floor designs with demon- strated capability to permit depressurization across the entire subfloor area. AF103.3 Soil -gas -retarder. A minimum 6 -mil (0.15 mm) [or 3 -mil (0.075 mm) cross -laminated] polyethylene or equiva- lent flexible sheeting material shall be placed on top of the gas -permeable layer prior to casting the slab or placing the floor assembly to serve as a soil -gas -retarder by bridging any cracks that develop in the slab or floor assembly, and to pre- vent concrete from entering the void spaces in the aggregate base material. The sheeting shall cover the entire floor area with separate sections of sheeting lapped not less than 12 inches (305 mm). The sheeting shall fit closely around any pipe, wire or other penetrations of the material. Punctures or tears in the material shall be sealed or covered with additional sheeting. AF103.4 Entry routes. Potential radon entry routes shall be closed in accordance with Sections AF103.4.1 through AF103.4.10. AF103.4.1 Floor openings. Openings around bathtubs, showers, water closets, pipes, wires or other objects that 2018 INTERNATIONAL RESIDENTIAL CODE® 881 Copyright ® 2017 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20,2D 18 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. APPENDIX F penetrate concrete slabs, or other floor assemblies, shall be filled with a polyurethane caulk or equivalent sealant applied in accordance with the manufacturer's recommen- dations. AF103A.2 Concrete joints. Control joints, isolation joints, construction joints, and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. Gaps and joints shall be cleared of loose material and filled with polyurethane caulk or other elastomeric sealant applied in accordance with the manufacturer's recommenda- tions. AF103.4.3 Condensate drains. Condensate drains shall be trapped or routed through nonperforated pipe to day- light. AF103.4.4 Sumps. Sump pits open to soil or serving as the termination point for subslab or exterior drain tile loops shall be covered with a gasketed or otherwise sealed lid. Sumps used as the suction point in a subslab depres- surization system shall have a lid designed to accommo- date the vent pipe. Sumps used as a floor drain shall have a lid equipped with a trapped inlet. AF103.4.5 Foundation walls. Hollow block masonry foundation walls shall be constructed with either a contin- uous course of solid masonry, one course of masonry grouted solid, or a solid concrete beam at or above fin- ished ground surface to prevent the passage of air from the interior of the wall into the living space. Where a brick veneer or other masonry ledge is installed, the course immediately below that ledge shall be sealed. Joints, cracks or other openings around all penetrations of both exterior and interior surfaces of masonry block or wood foundation walls below the ground surface shall be filled with polyurethane caulk or equivalent sealant. Penetra- tions of concrete walls shall be filled. AF103.4.6 Dampproofing. The exterior surfaces of por- tions of concrete and masonry block walls below the ground surface shall be dampproofed in accordance with Section R406. AF103.4.7 Air -handling units. Air -handling units in crawl spaces shall be sealed to prevent air from being drawn into the unit. Exception: Units with gasketed seams or units that are otherwise sealed by the manufacturer to prevent leak- age. AF103.4.8 Ducts. Ductwork passing through or beneath a slab shall be of seamless material unless the air -handling system is designed to maintain continuous positive pres- sure within such ducting. Joints in such ductwork shall be sealed to prevent air leakage. Ductwork located in crawl spaces shall have seams and joints sealed by closure systems in accordance with Sec- tion M 1601.4.1. AF103.4.9 Crawl space floors. Openings around all pen- etrations through floors above crawl spaces shall be caulked or otherwise filled to prevent air leakage. AF103.4.10 Crawl space access. Access doors and other openings or penetrations between basements and adjoining crawl spaces shall be closed, gasketed or otherwise filled to prevent air leakage. AF103.5 Passive submembrane depressurization system. In buildings with crawl space foundations, the following components of a passive submembrane depressurization sys- tem shall be installed during construction. Exception: Buildings in which an approved mechanical crawl space ventilation system or other equivalent system is installed. AF103.5.1 Ventilation. Crawl spaces shall be provided with vents to the exterior of the building. The minimum net area of ventilation openings shall comply with Section R408.1. AF103.5.2 Soil -gas -retarder. The soil in crawl spaces shall be covered with a continuous layer of minimum 6 - mil (0.15 mm) polyethylene soil -gas -retarder. The ground cover shall be lapped not less than 12 inches (305 mm) at joints and shall extend to all foundation walls enclosing the crawl space area. AF103.5.3 Vent pipe. A plumbing tee or other approved connection shall be inserted horizontally beneath the sheeting and connected to a 3- or 4 -inch -diameter (76 or 102 mm) fitting with a vertical vent pipe installed through the sheeting. The vent pipe shall be extended up through the building floors, and terminate not less than 12 inches (305 mm) above the roof in a location not less than 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoining or adjacent buildings. AF103.6 Passive subslab depressurization system. In base- ment or slab -on -grade buildings, the following components of a passive subslab depressurization system shall be installed during construction. AF103.6.1 Vent pipe. A minimum 3 -inch -diameter (76 mm) ABS, PVC or equivalent gas-tight pipe shall be embedded vertically into the subslab aggregate or other permeable material before the slab is cast. A "T" fitting or equivalent method shall be used to ensure that the pipe opening remains within the subslab permeable material. Alternatively, the 3 -inch (76 mm) pipe shall be inserted directly into an interior perimeter drain tile loop or through a sealed sump cover where the sump is exposed to the sub - slab aggregate or connected to it through a drainage sys- tem. The pipe shall be extended up through the building floors, and terminate not less than 12 inches (305 mm) above the surface of the roof in a location not less than 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoin- ing or adjacent buildings. 862 2018 INTERNATIONAL RESIDENTIAL CODE® j ' ' 1 Copyright 0 27 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 1o, lots 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. APPENDIX F AF103.6.2 Multiple vent pipes. In buildings where inte- rior footings or other barriers separate the subslab aggre- gate or other gas -permeable material, each area shall be fitted with an individual vent pipe. Vent pipes shall con- nect to a single vent that terminates above the roof or each individual vent pipe shall terminate separately above the roof. AF103.7 Vent pipe drainage. Components of the radon vent pipe system shall be installed to provide positive drainage to the ground beneath the slab or soil -gas -retarder. AF103.8 Vent pipe accessibility. Radon vent pipes shall be accessible for future fan installation through an attic or other area outside the habitable space. Exception: The radon vent pipe need not be accessible in an attic space where an approved roof -top electrical sup- ply is provided for future use. AF103.9 Vent pipe identification. Exposed and visible inte- rior radon vent pipes shall be identified with not less than one label on each floor and in accessible attics. The label shall read: "Radon Reduction System." AF103.10 Combination foundations. Combination base- ment/crawl space or slab-on-grade/crawl space foundations shall have separate radon vent pipes installed in each type of foundation area. Each radon vent pipe shall terminate above the roof or shall be connected to a single vent that terminates above the roof. AF103.11 Building depressurization. Joints in air ducts and plenums in unconditioned spaces shall meet the requirements of Section M1601. Thermal envelope air infiltration require- ments shall comply with the energy conservation provisions in Chapter 11. Fireblocking shall meet the requirements con- tained in Section R302.11. AF103.12 Power source. To provide for future installation of an active submembrane or subslab depressurization sys- tem, an electrical circuit terminated in an approved box shall be installed during construction in the attic or other antici- pated location of vent pipe fans. An electrical supply shall be accessible in anticipated locations of system failure alarms. 2018 INTERNATIONAL RESIDENTIAL CODE® 863 Copyright © 2017 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20, 2018 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. APPENDIX F r \ m \ :] ± z 0 ■0 K< U. M �0 LL.g « W e4 20@INTERNATIONAL RESIDENTIAL cv- Copyright a, RIGHTS m_m Accessed by Eric Fitch _ Mar rww,» __,a=te _m_. wfurther reproduction , distribution ANY UNAUTHORIZED REPUCT _aDISTRIBUTION l,_LAT __THE FEDERAL COPmGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT ms.AND CRIMINAL ALTIeTHEa_m APPENDIX F TABLE AF101(1) HIGH RADON -POTENTIAL (ZONE 1) COUNTIES' ALABAMA CONNECTICUT Morgan Wabash Trego Hillsdale Watonwan Calhoun Fairfield Moultrie Warren Wallace Jackson Wilkin Clay Middlesex Ogle Washington Washington Kalamazoo Winona Cleburne New Haven Peoria Wayne Wichita Lenawee Wright Colbert New London Piatt Wells Wyandotte St. Joseph Yellow Medicine Coosa Pike White Washtenaw Franklin GEORGIA Putnam Whitley KENTUCKY MISSOURI Jackson Cobb Rock Island Adair MINNESOTA Andrew Lauderdale De Kalb Sangamon IOWA Allen Becker Atchison Lawrence Fulton Schuyler All Counties Barren Big Stone Buchanan Limestone Gwinnett Scott Bourbon Blue Earth Cass Madison Stark KANSAS Boyle Brown Clay Morgan IDAHO Stephenson Atchison Bullitt Carver Clinton Talladega Benewah Tazewell Barton Casey Chippewa Holt Blaine Vermilion Brown Clark Clay Iron CALIFORNIA Boise Warren Cheyenne Cumberland Cottonwood Jackson Santa Barbara Bonner Whiteside Clay Fayette Dakota Nodaway Ventura Boundary Winnebago Cloud Franklin Dodge Platte Butte Woodford Decatur Green Douglas COLORADO Camas Dickinson Harrison Faribault MONTANA Adams Clark INDIANA Douglas Hart Fillmore Beaverhead Arapahoe Clearwater Adams Ellis Jefferson Freeborn Big Horn Baca Custer Allen Ellsworth Jessamine Goodhue Blaine Bent Elmore Bartholomew Finney Lincoln Grant Broadwater Boulder Fremont Benton Ford Marion Hennepin Carbon Chaffee Gooding Blackford Geary Mercer Houston Carter Cheyenne Idaho Boone Gove Metcalfe Hubbard Cascade Clear Creek Kootenai Carroll Graham Monroe Jackson Chouteau Crowley Latah Cass Grant Nelson Kanabec Custer Custer Lemhi Clark Gray Pendleton Kandiyohi Daniels Delta Shoshone Clinton Greeley Pulaski Kittson Dawson Denver Valley De Kalb Hamilton Robertson Lac Qui Parle Deer Lodge Dolores Decatur Haskell Russell Le Sueur Fallon Douglas ILLINOIS Delaware Hodgeman Scott Lincoln Fergus EI Paso Adams Elkhart Jackson Taylor Lyon Flathead Elbert Boone Fayette Jewell Warren Mahnomen Gallatin Fremont Brown Fountain Johnson Woodford Marshall Garfield Garfield Bureau Fulton Kearny Martin Glacier Gilpin Calhoun Grant Kingman MAINE McLeod Granite Grand Carroll Hamilton Kiowa Androscoggin Meeker Hill Gunnison Cass Hancock Lane Aroostook Mower Jefferson Huerfano Champaign Harrison Leavenworth Cumberland Murray Judith Basin Jackson Coles Hendricks Lincoln Franklin Nicollet Lake Jefferson De Kalb Henry Logan Hancock Nobles Lewis and Clark Kiowa De Witt Howard Marion Kennebec Norman Madison Kit Carson Douglas Huntington Marshall Lincoln Olmsted McCone Lake Edgar Jay McPherson Oxford Otter Tail Meagher Larimer Ford Jennings Meade Penobscot Pennington Missoula Las Animas Fulton Johnson Mitchell Piscataquis Pipestone Park Lincoln Greene Kosciusko Nemaha Somerset Polk Phillips Logan Grundy LaGrange Ness York Pope Pondera Mesa Hancock Lawrence Norton Ramsey Powder River Moffat Henderson Madison Osborne MARYLAND Red Lake Powell Montezuma Henry Marion Ottawa Baltimore Redwood Prairie Montrose Iroquois Marshall Pawnee Calvert Renville Ravalli Morgan Jersey Miami Phillips Carroll Rice Richland Otero Jo Daviess Monroe Pottawatomie Frederick Rock Roosevelt Ouray Kane Montgomery Pratt Harford Roseau Rosebud Park Kendall Noble Rawlins Howard Scott Sanders Phillips Knox Orange Republic Montgomery Sherburne Sheridan Pitkin La Salle Putnam Rice Washington Sibley Silver Bow Prowers Lee Randolph Riley Stearns Stillwater Pueblo Livingston Rush Rooks MASS. Steele Teton Rio Blanco Logan Scott Rush Essex Stevens Toole San Miguel Macon Shelby Saline Middlesex Swift Valley Summit Marshall St. Joseph Scott Worcester Todd Wibaux Teller Mason Steuben Sheridan Traverse Yellowstone Washington McDonough Tippecanoe Sherman MICHIGAN Wabasha Weld McLean Tipton Smith Branch Wadena Yuma Menard Union Stanton Calhoun Waseca Mercer Vermillion Thomas Cass Washington (continued) 2018 INTERNATIONAL RESIDENTIAL CODE® 865 Copyright m 2017 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20, 2018 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CML AND CRIMINAL PENALTIES THEREUNDER. APPENDIX F NEBRASKA Adams Boone Boyd Burt Butler Cass Cedar Clay Colfax Curring Dakota Dixon Dodge Douglas Fillmore Franklin Frontier Furnas Gage Gosper Greeley Hamilton Harlan Hayes Hitchcock Hurston Jefferson Johnson Kearney Knox Lancaster Madison Nance Nemaha Nuckolls Otoe Pawnee Phelps Pierce Platte Polk Red Willow Richardson Saline Sarpy Saunders Seward Stanton Thayer Washington Wayne Webster York NEVADA Carson City Douglas Eureka Lander Lincoln Lyon Mineral Pershing White Pine NEW HAMPSHIRE Carroll NEW JERSEY Hunterdon Mercer Monmouth Morris Somerset Sussex Warren NEW MEXICO Bemalillo Colfax Mora Rio Arriba San Miguel Santa Fe Taos NEW YORK Albany Allegany Broome Cattaraugus Cayuga Chautauqua Chemung Chenango Columbia Cortland Delaware Dutchess Erie Genesee Greene Livingston Madison Onondaga Ontario Orange Otsego Putnam Rensselaer Schoharie Schuyler Seneca Steuben Sullivan Tioga Tompkins Ulster Washington Wyoming Yates N. CAROLINA Alleghany Buncombe Cherokee Henderson Mitchell Rockingham Transylvania Watauga N. DAKOTA All Counties OHIO Adams Allen Ashland Auglaize Belmont Butler Carroll Champaign Clark Clinton TABLE AF1 01 (1 Y—conti nued HIGH RADON -POTENTIAL (ZONE 1) COUNTIES' Columbiana Coshocton Crawford Darke Delaware Fairfield Fayette Franklin Greene Guernsey Hamilton Hancock Hardin Harrison Holmes Huron Jefferson Knox Licking Logan Madison Marion Mercer Miami Montgomery Morrow Muskingum Perry Pickaway Pike Preble Richland Ross Seneca Shelby Stark Summit Tuscarawas Union Van Wert Warren Wayne Wyandot PENNSYLVANIA Adams Allegheny Armstrong Beaver Bedford Berks Blair Bradford Bucks Butler Cameron Carbon Centre Chester Clarion Clearfield Clinton Columbia Cumberland Dauphin Delaware Franklin Fulton Huntingdon Indiana Juniata Lackawanna Lancaster Lebanon Lehigh Luzerne Lycoming Mifflin Monroe Montgomery Montour Northampton Northumberland Perry Schuylkill Snyder Sullivan Susquehanna Tioga Union Venango Westmoreland Wyoming York RHODE ISLAND Kent Washington S. CAROLINA Greenville S. DAKOTA Aurora Beadle Bon Homme Brookings Brown Brule Buffalo Campbell Charles Mix Clark Clay Codington Corson Davison Day Deuel Douglas Edmunds Faulk Grant Hamlin Hand Hanson Hughes Hutchinson Hyde Jerauld Kingsbury Lake Lincoln Lyman Marshall McCook McPherson Miner Minnehaha Moody Perkins Potter Roberts Sanborn Spink Stanley Sully Turner Union Walworth Yankton TENNESEE Anderson Bedford Blount Bradley Claiborne Davidson Giles Grainger Greene Hamblen Hancock Hawkins Hickman Humphreys Jackson Jefferson Knox Lawrence Lewis Lincoln Loudon Marshall Maury McMinn Meigs Monroe Moore Perry Roane Rutherford Smith Sullivan Trousdale Union Washington Wayne Williamson Wilson UTAH Carbon Duchesne Grand Piute Sanpete Sevier Uintah VIRGINIA Alleghany Amelia Appomattox Augusta Bath Bland Botetourt Bristol Brunswick Buckingham Buena Vista Campbell Chesterfield Clarke Clifton Forge Covington Craig Cumberland Danville Dinwiddie Fairfax Falls Church Fluvanna Frederick Fredericksburg Giles Goochland Harrisonburg Henry Highland Lee Lexington Louisa Martinsville Montgomery Nottoway Orange Page Patrick Pittsylvania Powhatan Pulaski Radford Roanoke Rockbridge Rockingham Russell Salem Scott Shenandoah Smyth Spotsylvania Stafford Staunton Tazewell Warren Washington Waynesboro Winchester Wythe WASHINGTON Clark Ferry Okanogan Pend Oreille Skamania Spokane Stevens W. VIRGINIA Berkeley Brooke Grant Greenbrier Hampshire Hancock Hardy Jefferson Marshall Mercer Mineral Monongalia Monroe Morgan Ohio Pendleton Pocahontas Preston Summers Wetzel WISCONSIN Buffalo Crawford Dane Dodge Door Fond du Lac Grant Green Green Lake Iowa Jefferson Lafayette Langlade Marathon Menominee Pepin Pierce Portage Richland Rock Shawano St. Croix Vernon Walworth Washington Waukesha W aupaca Wood WYOMING Albany Big Horn Campbell Carbon Converse Crook Fremont Goshen Hot Springs Johnson Laramie Lincoln Natrona Niobrara Park Sheridan Sublette Sweetwater Teton Uinta Washakie a. The EPA recommends that this county listing be supplemented with other available State and local data to further understand the radon potential of a Zone 1 area. 866 2018 INTERNATIONAL RESIDENTIAL CODE® Copyright ® 2017 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20, 2018 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER GRADE GRAVEL TYPICAL SUBSLAB DEPRESSURIZATION PASSIVE RADON SYSTEM PASSIVE RADON SYSTEM USING DRAIN TILE LOOP POLYETHYLENE SHEETING DRAIN TILE LOOP GRADE GRAVEL OLYETHYLENE H EETI NG GRAI GFW APPENDIX F PASSIVE RADON SYSTEM VENTED THROUGH SUMP POLYETHYLENE SHEETING SUMP PIT SUBMEMBRANE DEPRESSURIZATION SYSTEM FOR CRAWL SPACE FIGURE AF103 RADON -RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES ORATED J TILE 2018 INTERNATIONAL RESIDENTIAL CODE® 887 Copyright ® 2017 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20, 2018 11:27:43 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 868 2018 INTERNATIONAL RESIDENTIAL CODE® Copyright ® 2019 ICC. ALL RIGHTS RESERVED. Accessed by Eric Fitch on Mar 20, 2018 11:29:93 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER Appendix T: Solar -Ready Provisions — Detached One -and Two Family Dwellings and Townhouses. Amend appendix in its entirety. The following section T103.9 (RA103.7) is only adopted. T103.9 (RA103.7) Electrical service reserved space. The main electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric." The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main circuit breaker. Appendix T: Solar -Ready Provisions — Detached One -and Two Family Dwellings and Townhouses. Amend appendix in its entirety. The following section T103.9 (RA103.7) is only adopted. T103.9 (RA103.7) Electrical service reserved space. The main electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric." The reserved space shall be positioned at the opposite (load) end from the input feeder location or the main circuit breaker. d N' Q W w ME N O N d y C CL 6 O LL tN m a N 3 d N v U Z O m C E d` w o? :iL E a > m ° $a E o m nnm y 2 N J i N 3 LL R C O r N m w O >O 4mc T ON ON dC a 'wN6 WOye asrcn O a E- Qo CO O mJ C LLwL O.ad N YORO ORN w�ad �-L a O w O m O O Q =NNV]QdNENY Q vv E -NE Ea d LCcrr '6 dd mm C y� .O 0 O N V m O N 2 O E ` R O dO U LL .+ N ✓_ �_ d _O U Q y O r _O N 1' d- O'Omm m QO LLCL m 15 N=O O y o E maO41. O mQQ Q W Q U m UO 6. Z 0 ddm aRmN W O a O E $et c - d N d i W C t y o R N O C C .. O a o _ r - toc > ERo 2 0 O R O o� mea 3a a O Q O a a W W W -1 O a m M RAj N C LL C E O N C m d O w V1 Q w C� 0� _ W o O E N L« m Z w a v N a Q Z O. O y >, '6 m O LLQ w ¢ Q zr O� Q _ Rte- N o o = aoL w m = aQo Lu Q d E-Ry0 o x rE Eoa R J p � 2 C7 w d N :� a t yOj N Ci O o f m 3 Qrr Qp = �` Q tb0ty r3myEa�i r2c� w w p t o r'or m r m 3 r m_LL 3 a. = F O O O LQ 0 O O LO N Wogs S�o� Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Drainage Plans From: Dave Brossman <dbrossman@ci.wheatridge.co.us> Date: Wednesday, June 20, 2018 at 6:07 PM To: Zackary Wallace <zwaIlace@ci.wheatridge.co.us> Cc: Sarah Barr <sarah@workshopdenver.com> Subject: Re: Question for Residential Permit - Quail Creek Estates Hi Sarah - While separate civil drawings aren't required for single-family building permits, the plot plan that is required with the permit must contain sufficient elevations and contours/flow arrows so City staff can ensure the proposal complies with all previously approved civil plans. PW staff will use the plot plan both during the Permit review, and also during field inspections, to ensure the lot is graded properly and that the drainage will function per the approved Drainage Report and Plan. Thanks for inquiring! Dave David F. Brossman, PLS Development Review Engineer/City Surveyor Phone & Fax: 303.235.2864 Citv of haati _ W H1.1C VV0KK. On Jun 20, 2018, at 4:03 PM, Zackary Wallace <zwaIlace@ci.wheatridge.co.us> wrote: Hi Sarah, Grading, erosion control, and drainage plans were approved as part of the subdivision, so we do not need that information resubmitted with the building permit application. Thanks, Zack Wallace Mendez Planner II 303-235-2852 City of, ge Whep1j.,ck mufN'Iry t)1vi 1Cv',AEN1 Page 1 of 2 Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 From: Sarah Barr <sarah@workshopdenver.com> Sent: Wednesday, June 20, 2018 2:33 PM To: Zackary Wallace <zwaIlace@ci.wheatridRe.co.us> Subject: Re: Question for Residential Permit - Quail Creek Estates Hello, Zack: As you may have read, I am working on the Quail Creek Estates project. I am getting ready to submit an application for a building permit for a single family home on one of those lots. Do I need a separate civil drawing to include in the submittal? The subdivision is Quail Creek Estates and the specific address is 3267 Quail St. If you have any questions, please don't hesitate to ask. Thank you, Sarah Barr sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 4373 Jason St, Denver workshopdenver.com Communication and transcript documentation by Sarah Barr with Work Shop Denver. If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 2 of 2 O Work Shop Denver 1 4373 Jason St, Denver, CO 80211 1 720-746-9240 To who it may concern, Transcript information for Fire District —West Metro Fire Protection June 18, 2018 — Life Safety Department — Melisa Gonzalez (303-989-4307 opt 1, 2) Our property, 3211 Quail St, is in the West Metro Fire District confirmed. Directed to Plans Examiner, Kelly Brooks, for requirements June 18, 2018 — Plans Examiner — Kelly Brooks (303-539-9705) Single family home as part of a new development. Development review is complete. No further review is needed for our project. Communication and transcript documentation by Sarah Barr with Work Shop Denver If you have any further questions, please do not hesitate to contact me. sarah@workshopdenver.com Office: 720-746-9240 x 305 Mobile: 720-989-1556 Thank you, Sarah Barr Page 1 of 1 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg FM Gain fF BtuNft'-°F ft2F/Btuh BtuWft' Btuh Btut fF Btuh Walls Bg wall, heavy damp soil, 2'1x4" wood int frm, concrete wall, r-13 cav ins, 10" thk, 1/2" gypsum board int fnsh Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm, 16" o.c. stud Partitions 12C-Osw Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm. 16" o.c. stud Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm, 16" o.c. stud n 265 Component Constructions 13.0 Job: 3211 Quail Street 1470 0.65 172 Date: January 20th, 2020 0.076 Entire House 5.55 By: Craig C. Brooks WebREPS WebReps LLC. s 150 Plan: 3211 Quail Street 1-800-810-3280 5.55 832 0.65 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 w 180 0.076 Project Information 5.55 999 For: Brad Weiman, Workshop Denver all 970 0.076 13.0 4100 Jason Street, Denver, CO 80211 5382 0.65 630 Phone: 720-746-9240 0.030 30.0 2.19 Email: morgan@workshopdenver.com 0.26 176 e 376 Design Conditions 30.0 2.19 Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 1975 Design TD (°F) 73 17 Latitude: 40°N 0.030 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 2.19 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg FM Gain fF BtuNft'-°F ft2F/Btuh BtuWft' Btuh Btut fF Btuh Walls Bg wall, heavy damp soil, 2'1x4" wood int frm, concrete wall, r-13 cav ins, 10" thk, 1/2" gypsum board int fnsh Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm, 16" o.c. stud Partitions 12C-Osw Frm wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm. 16" o.c. stud Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2'1x6" wood frm, 16" o.c. stud n 265 0.076 13.0 5.55 1470 0.65 172 e 375 0.076 13.0 5.55 2081 0.65 244 s 150 0.076 13.0 5.55 832 0.65 97 w 180 0.076 13.0 5.55 999 0.65 117 all 970 0.076 13.0 5.55 5382 0.65 630 n 687 0.030 30.0 2.19 1505 0.26 176 e 376 0.030 30.0 2.19 823 0.26 96 s 902 0.030 30.0 2.19 1975 0.26 231 w 731 0.030 30.0 2.19 1602 0.26 188 all 2696 0.030 30.0 2.19 5905 0.26 692 580 0 0 0 0 0 0 36 0.033 11.0 2.41 87 0.19 7 117 0.033 30.0 2.41 282 0.19 23 all 153 0.033 11.0 2.41 368 0.19 30 61 0.090 11.0 6.57 399 0.53 32 Windows 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; n NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect n screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft e sep.); 6.67 ft head ht e e s w w all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; s foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); s 6.67 ft head ht all ` w -gF1t50Tt Right-SuiteO Universal 2019 19.0.15 RSU1 6998 ACCP. ..ntent.0utlook\VV5B JIN7R\7 3211 Q uail Street.rup Calc =MJ8 Front Door faces: E 24 0.320 0 23.4 561 5.97 143 45 0.320 0 23.4 1043 8.53 381 80 0.320 0 23.4 1869 19.0 1522 37 0.320 0 23.4 857 26.3 965 37 0.320 0 23.4 872 26.3 983 40 0.320 0 23.4 934 9.58 383 24 0.320 0 23.4 561 26.3 632 45 0.320 0 23.4 1043 26.3 1176 331 0.320 0 23.4 7740 18.7 6184 8 0.320 0 23.4 187 8.53 68 16 0.320 0 23.4 374 10.5 168 14 0.320 0 23.4 327 10.5 147 38 0.320 0 23.4 888 10.1 384 2020 -Jan -22 09:01:42 Page 1 Page 1 of 59 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated w (SHGC-0.30); 50% blinds 45°, light; 50% outdoor insect screen, w foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.); 6.67 ft head ht al all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); s 6.67 ft head ht all 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnI frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC-0.30); 50% blinds 45°, light; 50% outdoor insect screen; w foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht w all 1 D-c2ovd: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" w thk; NFRC rated (SHG( --0.60), 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 14.4 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 P0: Door, mtl pur core type e n all Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh Flr, floor, frm fir, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr Fir floor, frm fir, 10" thkns, hrd wd fir fnsh, r-49 cav ins, leaky bsmt ovr Fir floor, frm fir, 10"thkns, hrd wd fir fnsh, r-49 cav ins, leaky crwl ovr Fir floor, frm fir, 10"thkns, hrd wd fir fnsh, r-50 cav ins, gar ovr 30 0.320 0 23.4 707 8.53 258 17 0.320 0 23.4 385 26.0 430 30 0.320 0 23.4 707 26.0 788 89 0.320 0 23.4 2081 26.0 2320 166 0.320 0 23.4 3880 22.8 3795 71 0.320 0 23.4 1666 25.3 1807 24 0.320 0 23.4 555 11.0 260 95 0.320 0 23.4 2221 21.7 2067 20 0.320 0 23.4 467 10.5 211 43 0.320 0 23.4 1014 11.7 510 14 0.320 0 23.4 338 25.8 373 30 0.320 0 23.4 698 25.8 769 88 0.320 0 23.4 2049 18.8 1651 104 0.650 0 47.5 4935 18.6 1936 24 0.290 10.5 21.2 508 7.09 170 18 0.290 10.5 21.2 383 7.09 128 42 0.290 10.5 21.2 891 7.09 298 1830 0.027 38.0 1.95 3566 1.01 1854 723 0.020 0 1.46 1055 0 0 66 0.020 0 1.46 96 0 0 42 0.020 0 1.46 61 0 0 all 830 0.020 0 1.46 1212 0 0 132 0.025 49.0 0.91 120 0 0 663 0.025 49.0 0.91 605 0 0 2 0.020 49.0 0.73 1 0 0 7 0.025 49.0 0.91 6 0 0 350 0.025 49.0 0.91 319 0 0 all 359 0.025 49.0 0.91 327 0 0 1 0.025 49.0 0.91 1 0 0 ,` 4 wrightsoft" ^_-.-,".".,,, Right -Suite@ Universal 2019 19.0.15 RSU16998 ACCK ...ntent0uflook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E 2020 -Jan -22 09:01:42 Page 2 Page 2 of 59 Component Constructions p GREAT ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 73 Design TD (°F) For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Denver Internationa, CO, US Elevation: 5430 ft Latitude: 40 ° N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.320 0 ft' BtuNft'-`F ft'2F/Btuh BtutVft' Btuh Btuh/ft' Btuh Walls 23.4 561 26.3 632 45 0.320 0 Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 125 0.030 30.0 2.19 273 0.26 32 fnsh, 27x6" wood firm, 16" o.c. stud s 150 0.030 30.0 2.19 329 0.26 39 11.7 w 93 0.030 30.0 2.19 204 0.26 24 all 368 0.030 30.0 2.19 807 0.26 94 Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk; n NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect n screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft \,,r sep.); 6.67 ft head ht w all 2 glazing, dr outr, air gas, vnl fan mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnl firm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGC=0.30); 50% blinds 45', light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors Fir floor, firm flr, 10" thkns, hrd wd fir fnsh, r-49 cav ins, leaky bsmt ovr ^_ WT IgF1t50fY"' Rig ht -Su ite® Universal 2019 19.0.15 RSU16998 AGCp'....ntent.0utlook\W5BJIN7R\7 3211 QuailStreet.rup Calc=MJ8 FrontDoorfaces: E 24 0.320 0 23.4 561 5.97 143 45 0.320 0 23.4 1043 8.53 381 24 0.320 0 23.4 561 26.3 632 45 0.320 0 23.4 1043 26.3 1176 137 0.320 0 23.4 3208 17.0 2331 43 0.320 0 23.4 1014 11.7 510 387 0.027 38.0 1.95 754 1.01 392 387 0.025 49.0 0.91 353 0 0 2020 -Jan -22 09:01:42 Page 3 Page 3 of 59 Component Constructions Job: 3211 Quail Street M Date: January 20th, 2020 L DINING By: Craig C. Brooks We6REPS WebReps LLC. Plan. 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom 7Psinn Cnnditic Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btutdft'--°F ft'-°F/Btuh BtUWft' Btuh Btuh/f2 Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 135 0.030 30.0 2.19 296 0.26 35 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Fir floor, fnn flr, 10"thkns, hrd wd flrfnsh, r-49 cav ins, leaky bsmt ovr 242 0.025 49.0 0.91 220 0 0 _rk1 fY", 2020 -Jan -22 09:01:42 �. WCIghY50 Right -Suite@ Universal 2019 19.0.15 RSU1 6998 Page ACCK ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 4 of 59 ...,, Aid- -ghtsOft-, 2020 -Jan -22 09:01:42 ~' ..ntent: Hook 1 Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 5 ACCCK . \\A5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Page 5 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@wehrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft''F ft'-°F/Btuh BNFVk' Btuh BtuWft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) ...,, Aid- -ghtsOft-, 2020 -Jan -22 09:01:42 ~' ..ntent: Hook 1 Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 5 ACCCK . \\A5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Page 5 of 59 Component Constructions Job: 3211 Quail Street p Date: January 20th, 2020 PANTRY By: Craig C. Brooks WebREPS WebReps LLC. Plan 3211 Quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area U -value Insul R Ftg HTM Loss Clg HTM Gain ft, BtWf2--'F W-'F/6tuh BtuNft Btuh Bk"ft Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 54 0.030 30.0 2.19 118 0.26 14 fish, 2'S(6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd fir fnsh, r-49 cav ins, leaky bsmt ovr 19 0.025 49.0 0.91 17 0 0 _rkwrightsoft^ Pig ht-Suite®Universal 201919.0.15RSU16998 ACCP....ntent0utlook\V\5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E 2020 -Jan -22 09:01:42 Page 6 Page 6 of 59 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr4b) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area U -value Insul R Ftg HTM Loss Clg HTM Gain ft, BtWf2--'F W-'F/6tuh BtuNft Btuh Bk"ft Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 54 0.030 30.0 2.19 118 0.26 14 fish, 2'S(6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd fir fnsh, r-49 cav ins, leaky bsmt ovr 19 0.025 49.0 0.91 17 0 0 _rkwrightsoft^ Pig ht-Suite®Universal 201919.0.15RSU16998 ACCP....ntent0utlook\V\5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E 2020 -Jan -22 09:01:42 Page 6 Page 6 of 59 Component Constructions WebREPS ENTRY 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street Location: or Indoor: Heating Denver Intemationa, CO, US Htg HTM Indoor temperature (°F) 70 Elevation: 5430 ft 43 Design TD (°F) 73 Latitude: 40°N BtutV t' Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (grub) 35.4 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions or ,area u -value Insul R Htg HTM Loss Clg MM Gain 1.95 43 ff= Btuh/ft- F ft'-'F/Btuh BtutV t' Btuh Btuh/T Btuh Walls 0 Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 36 0.030 30.0 2.19 79 0.26 9 fnsh, 2'1x6" wood frm, 16" o.c. stud a 26 0.030 30.0 2.19 56 0.26 7 all 62 0.030 30.0 2.19 135 0.26 16 Partitions (none) Windows (none) Doors 11 P0: Door, mtl pur core type e Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 24 0.290 10.5 21.2 508 7.09 170 22 0.027 38.0 1.95 43 1.01 22 22 0.020 0 1.46 32 0 0 -Fk2020-Jan-22 09:01:42 wrigMtsoft Right -Su Pagel )CC ...ntent.0udook\MBJIN7R\7 3211 Quail Street.rup Calc =MJB Front Door faces: E Page 7 of 59 anComponent Constructions Job: Quail Street Component Date: January 20th, 2020 E CL By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ]Psinn Cnnditic Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or ,area u -value Insul R Htg HTM Loss Clg HTM Gain ft' BtulVft'-`F ft'-°F/Btuh Btuh/w Btuh Btuh/W Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n fnsh, 2'5x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) —rkwrightsoTt ,,,e,,,,, ,, Right-Suite®Universal 2019 19.0.15 RSU16998 ,CCK ...ntenLOutlook\W5BJIN7R\7 3211 QuailStreet.rup Calc=MJ8 FrontDoorfaces: E 9 0.030 30.0 2.19 20 0.26 2 2020 -Jan -22 09:01:42 Page 8 Page 8 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 CL By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Project Information For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft'--°F ft2217/13tuh Btuh/ft' Btuh Btuh/T Btuh Walls Frm wall, bri< 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 63 0.030 30.0 2.19 138 0.26 16 fnsh, 2'5x6" wood frm, 16" o.c. stud e 27 0.030 30.0 2.19 59 0.26 7 all 90 0.030 30.0 2.19 197 0.26 23 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) WPI9, . "' 2020 -Jan -22 09:01:42 Flt WYV cDfty Right -Suite@ Universal 201919.0.15RSU16998 -• Page RCCA ...ntent.0udook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 9 of 59 ComnMonent Constructions Job: Jan Quail Street Date: JanQuail 20th, 2020 KITCHEN By: Craig C. Brooks WebREPS WebReps LLC. 1-800-810-3280 Plan: 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom 7Psinn Ceiinditic Location: Or Indoor. Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuWff-'F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 103 Wet bulb (°F) - 60 Construction quality Tight 26 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Mg HTM Loss Clg HTM Gain ft BtuWff-'F ft'-`FBtuh BtuF✓ft Btuh Btuh/fF Btuh Walls Fnn wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int e 55 0.030 30.0 2.19 120 0.26 14 fnsh, 2NT wood frm, 16" o.c. stud s 103 0.030 30.0 2.19 226 0.26 26 all 158 0.030 30.0 2.19 346 0.26 41 Partitions (none) Windows 10B -v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; e 80 0.320 0 NFRC rated (SHGG-0.30); 50% blinds 45', light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.), 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 14 0.320 0 dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) wrightsoft° Right-Suite(DUniversal201919.0.15RSU16998 ACCK ...ntent0utlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E 23.4 1869 19.0 1522 23.4 327 10.5 147 2020 -Jan -22 09:01:42 Page 10 Page 10 of 59 Component Constructions LIVING ROOM WebREPS WebReps LLC. 1-800-810-3280 Job: 3211 Quail Street Date: January 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail Street 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Heating For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor: Heating Cooling Denver International, CO, US Loss Clg KM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btuh/t'-`F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 264 Wet bulb (°F) - 60 Construction quality Tight 68 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg KM Gain 0 23.4 2081 26.0 2320 ft' Btuh/t'-`F ft'-`F/Btuh Btuh/ft' Btuh BtuhlfF Btuh Walls foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.); Frm wall, brk 4" ext, 112" wood shth, r-30 cav ins, 1/2" gypsum board int e 25 0.030 30.0 2.19 55 0.26 6 fnsh, 2'k6" wood frm, 16" o.c. stud w 264 0.030 30.0 2.19 579 0.26 68 screen; foreground = green grass (0.23); 14.4 ft overhang (8 ft window ht, all 289 0.030 30.0 2.19 633 0.26 74 Partitions 12C-Osw 100 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 89 0.320 0 23.4 2081 26.0 2320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHG(>0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.); 6.67 ft head ht 1 D-c2ovd: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" w 104 0.650 0 47.5 4935 18.6 1936 thk; NFRC rated (SHGG0.60); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 14.4 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 157 0.027 38.0 1.95 306 1.01 159 gypsum board int fnsh Floors Ar floor, frm fir, 10"thkns, hrd wd fir fnsh, r-49 cav ins, leaky bsmt ovr 16 0.025 49.0 0.91 14 0 0 ghtsoft'" 2020 -Jan -22 09:01:42 ^t W1.1 -11,.I,.,,,,,.,µ,,,,,,,,,,,,,, Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page 11 ACiCl'....ntent.0utlook\MBJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 11 of 59 Construction descriptions Component Constructions Area Job: 3271 Quail Street Insul R Htg HTM Loss Clg MM Date: January 20th, 2020 STAIRS fN By: Craig C. Brooks WebREPS WebReps LLC. Btuh Pian: 3211 Quail street 1-800-810-3280 Walls 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 35 0.076 13.0 4100 Jason Street, Denver, CO 80211 194 0.65 23 Phone: 720-746-9240 a 125 0.076 Email: morgan@workshopdenver.com 5.55 694 0.65 Design Conditions all Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int Design TD (°F) 73 17 Latitude: 40°N 30.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area wvalue Insul R Htg HTM Loss Clg MM Gain fN BtuWfF--'F W2F/Btuh BtUWft' Btuh Btuh/ft Btuh Walls Bg wall, heavy damp soil, 2'x4" wood int fret, concrete wall, r-13 cav ins, n 35 0.076 13.0 5.55 194 0.65 23 10" thk, 1/2" gypsum board int fnsh a 125 0.076 13.0 5.55 694 0.65 81 all 160 0.076 13.0 5.55 888 0.65 104 Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int e 27 0.030 30.0 2.19 60 0.26 7 fnsh, 2'x6" wood fmn, 16" o.c. stud Partitions 12C-0sw 65 0 0 0 0 0 0 Windows 2 glazing, dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 37 0.320 0 23.4 857 26.3 965 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); e 37 0.320 0 23.4 872 26.3 983 6.67 ft head ht all 74 0.320 0 23.4 1729 26.3 1948 Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 44 0.020 0 1.46 64 0 0 wrightsoft 2020 -Jan -22 09:01:42 iiCiCh ...ntenLOutlook\Vv5B Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 12 '_&_JIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 12 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 HALL By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or area u -value Insul R Htg HTM Loss Clg KM Gain ft' Btuh/ft'-'F ft2 'F/Btuh BtuWft2 Btuh Btuh/ft' Btuh Walls (none) Partitions Fnn wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2NT 36 0.033 11.0 2.41 87 0.19 7 wood firm, 16" o.c. stud Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr 2 0.025 49.0 0.91 2 0 30 0.025 49.0 0.91 27 0 all 32 0.025 49.0 0.91 29 0 4 wrightsoft" I—:_ ^M,,., Right -Suite@ Universal 2019 19.0.15 RSU16998 ,'C CA ...ntent.0ut1ook\W5BJIN7R\7 3211 Quail Street.rup Calc=MJ8 FrontDoorfaces: E 0 0 0 2020 -Jan -22 09:01:42 Page 13 Page 13 of 59 Constructions Job: Quail Street anComnMonent Date: January 20th, 2020 BEDROOM 1 WebREPS WebReps LLC. 1-800-810-3280 By: Craig C. Brooks Plan: 3211 Quail street 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ')Psinn Cnnditic Location: Or Indoor: Heating Cooling Denver International, CO, US Loss Gig HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft 3tuNft22F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grub) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 74 Wet bulb (°F) - 60 Construction quality Tight 19 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Gig HTM Gain ft' 3tuNft22F ft'-°F/Btuh Btuh/ft Btuh BkHft' Btuh Walls Frm wall, brk 4" ext, 1/2"wood shth, r-30 cav ins, 1/2" gypsum board int s 131 0.030 30.0 2.19 286 0.26 33 fish, 2'5x6" wood fmr, 16" o.c. stud w 74 0.030 30.0 2.19 162 0.26 19 all 205 0.030 30.0 2.19 448 0.26 52 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 14 0.320 0 dr outr, air gas, vnl fin mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); w 15 0.320 0 6.67 ft head ht all 29 0.320 0 Doors (none) Ceilings (none) Floors Flr floor, fan flr, 10" thkns, hrd wd flr fish, r-49 cav ins, leaky crwl ovr 167 0.025 49.0 wrightsoft' �M..................,,..,,..._.,.....,,.,,, Right -Suite® Universal 2019 19.0.15 RSU1 6998 ACC', ...ntent0utlook\VV5BJIN7R\7 3211 QuailStreet.rup Calc =MJ8 Front Door faces: E 23.4 338 25.8 373 23.4 349 25.8 385 23.4 687 25.8 757 0.91 152 0 0 2020 -Jan -22 09:01:42 Page 14 Page 14 of 59 Component Constructions MUD ROOM WebREFS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.00m License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or area LI -value Insul R Htg HTM Loss Clg HTM Gain ft= Btulh/ t='F rt= Hann eturoft' Bn,h en,rvft= Bn,h Walls (none) Partitions Fnn wall, 1/2" gyp.bd ext, r-30 cav ins, 1/2" gypsum board int fnsh, 2NT 117 0.033 30.0 2.41 282 0.19 23 wood frm, 16" o.c. stud Windows (none) 11 P0: Door, mtl pur core type n 18 0.290 10.5 21.2 383 7.09 128 Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky crwl ovr 5 0.025 49.0 0.91 4 0 0 68 0.025 49.0 0.91 62 0 0 all 72 0.025 49.0 0.91 66 0 0 1 _Fk Wrightsoft" 2020 -Jan -2209:01:42 �Cp....ntenl.0utlook\W56JIN7R\7 3211 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 15 Quail Street.rup Calc= MJ8 Front Door faces: E Page 15 of 59 Compnonent Constructions Job: 3211 Quail Street r Date: January 20th, 2020 BATH 1 By: Craig C. Brooks We6REPS WebReps LLC. Plan. 3211 Quail Street 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAG54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ')Psinn r-nnditic Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuNW-'F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 35 Wet bulb (°F) - 60 Construction quality Tight 9 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft, BtuNW-'F ft'-`F/Btuh Btuh/ft' Btuh BtuhgF Btuh Walls Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 81 0.030 30.0 2.19 177 0.26 21 fnsh, 2NT wood frm, 16" o.c. stud w 35 0.030 30.0 2.19 76 0.26 9 all 116 0.030 30.0 2.19 253 0.26 30 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fnn mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, w 15 0.320 0 23.4 dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors Ar floor, fret flr, 10" thkns, hrd wd flr fnsh, r49 cav ins, leaky crwl ovr 50 0.025 49.0 0.91 9 Wri htsoft`- Right-Suite®Universal 201919.0.15RSU16998 i�ip'....ntentOutlook\W5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E 349 25.8 385 45 0 0 2020 -Jan -22 09:01:42 Page 16 Page 16 of 59 Construction descriptions Or Area U -value Insul R Htg KM Loss Clg MM Gain ft' Btuh/W--°F ft'-°F/Btuh BtufWft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 68 0.030 30.0 2.19 148 0.26 17 fnsh, 2'S(T wood frm, 16" o.c. stud Partitions 12C-Osw 36 0 0 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky cfwl ovr 2 0.020 49.0 0.73 1 0 36 0.025 49.0 0.91 33 0 all 38 0.025 49.0 0.90 35 0 0 0 0 0 1 wrightSoft"' 2020 -Jan -2209:01:42 ~'u Right-SuiteO Universal 2019 19.0.15 RSU16998 Page 17 ,*—'CK . ntent.0tlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 17 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 WebREPS CL 1 By: Craig C. Brooks WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg KM Loss Clg MM Gain ft' Btuh/W--°F ft'-°F/Btuh BtufWft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 68 0.030 30.0 2.19 148 0.26 17 fnsh, 2'S(T wood frm, 16" o.c. stud Partitions 12C-Osw 36 0 0 0 0 0 Windows (none) Doors (none) Ceilings (none) Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, leaky cfwl ovr 2 0.020 49.0 0.73 1 0 36 0.025 49.0 0.91 33 0 all 38 0.025 49.0 0.90 35 0 0 0 0 0 1 wrightSoft"' 2020 -Jan -2209:01:42 ~'u Right-SuiteO Universal 2019 19.0.15 RSU16998 Page 17 ,*—'CK . ntent.0tlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 17 of 59 Component Constructions M BEDROOM 2 WebREPS WebReps LLC. 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: Jan Quail Street Date: JanQuail 20th, 2020 By: Craig C. Brooks Plan: 3211 Quail street Area Project Information Insul R Htg KM For: Brad Weiman, Workshop Denver ft2 4100 Jason Street, Denver, CO 80211 ft'-'F/Btuh Btul-ff Btuh BtuNft' Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft w Design TD (°F) 73 17 Latitude: 40°N 2.19 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 383 0.26 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area l! -value Insul R Htg KM Loss Clg HTM Gain ft2 BtuNf'-`F ft'-'F/Btuh Btul-ff Btuh BtuNft' Btuh Walls Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 82 0.030 30.0 2.19 179 0.26 21 fnsh, 2'5x6" wood frm, 16" o.c. stud w 93 0.030 30.0 2.19 204 0.26 24 all 175 0.030 30.0 2.19 383 0.26 45 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl fret mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Flocs (none) W'Iglt1Y50:'Y"' Right -Suite@ Universal 2019 19.0.15 RSU16998 A --C.+% ...ntent.0utlook\V\6BJIN7R\7 3211 Quail Street.rup Calc=MJ8 Front Door faces: E 24 0.320 0 23.4 555 11.0 260 150 0.027 38.0 1.95 291 1.01 151 2020 -Jan -22 09:01:42 Page 18 Page 18 of 59 Component Constructions LAUNDRY WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd !venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 73 Design TD (°F) For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions or Area u -value Insul R F tg KM Loss Clg KM Gain ft' Btuh/ft'--'F ft'-'F/Btuh Btuh/fF Btuh Btuh/ft' Btuh Walls Fret wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int w 49 0.030 30.0 2.19 106 0.26 12 fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 57 0.027 38.0 1.95 111 1.01 58 gypsum board int fnsh Floors (none) 41- wrightsc,ft- /ii�..h ...ntenLOutl�ooA ....��.,�.......,,.,.,e,., Rig ht-Suite®Universal 201919.0.15RSU16998 k\W5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E 2020 -Jan -22 09:01:42 Page 19 Page 19 of 59 Component Constructions Job: Jan Quail Street Date: JanQuail 20th, 2020 WebREPS BATH 2 By: Craig C. Brooks WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Construction descriptions Or Area t -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/fl'--'F ft'-`F/Btuh Bt.Nft' Btuh BtuN T Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 69 0.030 30.0 2.19 151 0.26 fnsh. 2N6" wood frm. 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 it overhang (2 ft window ht, 1 It sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 57 0.027 38.0 1.95 111 1.01 gypsum board int fnsh Floors (none) 18 84 58 t _rkwrightsc3ft 2020 -Jan -22 09:01:42 Right-Suite(DUniversal201919.0.15RSU16998 Page 20 �CA ...ntent0utlookWv5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 20 of 59 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area t -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/fl'--'F ft'-`F/Btuh Bt.Nft' Btuh BtuN T Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 69 0.030 30.0 2.19 151 0.26 fnsh. 2N6" wood frm. 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC=0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 it overhang (2 ft window ht, 1 It sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 57 0.027 38.0 1.95 111 1.01 gypsum board int fnsh Floors (none) 18 84 58 t _rkwrightsc3ft 2020 -Jan -22 09:01:42 Right-Suite(DUniversal201919.0.15RSU16998 Page 20 �CA ...ntent0utlookWv5BJlN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 20 of 59 Construction descriptions Or Area u -value Insul R Htg HTM Loss Clg HrM Gain ft' Btuh/ft'-°F Wt F/Btuh Btuh/ft' BNh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 37 0.030 30.0 2.19 80 0.26 9 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 84 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 33 0.027 38.0 1.95 64 1.01 33 gypsum board int fnsh Floors (none) n 2020 -Jan -22 09:01:42 �- w1 1g ht „90ft"' Right-Suite<R) Universal 2019 19.0.15 RSU16998 Page 21 ACCP.... ntent.0utlook\W5BJIN7R\7 3211 Quail Streetsup Calc =MJ8 Front Door faces: E Page 21 of 59 Component Constructions Job: 3211 Quail Street BATH 3 Date: January 20th, 2020 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area u -value Insul R Htg HTM Loss Clg HrM Gain ft' Btuh/ft'-°F Wt F/Btuh Btuh/ft' BNh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 37 0.030 30.0 2.19 80 0.26 9 fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 8 0.320 0 23.4 187 10.5 84 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 33 0.027 38.0 1.95 64 1.01 33 gypsum board int fnsh Floors (none) n 2020 -Jan -22 09:01:42 �- w1 1g ht „90ft"' Right-Suite<R) Universal 2019 19.0.15 RSU16998 Page 21 ACCP.... ntent.0utlook\W5BJIN7R\7 3211 Quail Streetsup Calc =MJ8 Front Door faces: E Page 21 of 59 anComponent Constructions Job: Quail Street Date: January 20th, 2020 DRESS 3 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.00m 7Psinn Cenditic Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr4b) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain T Btut✓ft'T ft'-`F/Btuh BtuNft' Bluh BtuWft' Btuh Walls Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int e 37 0.030 fnsh, 2NT wood frm, 16" o.c. stud s 49 0.030 all 85 0.030 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30), 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 36 0.027 gypsum board int fnsh Floors (none) I—:_ - Wr19ht50--' Rght-Suite® Universal 2019 19.0.15 RSU16998 ACCP.... ntent.0utlook\VV5BJIN7RV 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 30.0 30.0 30.0 0 38.0 2.19 80 0.26 9 2.19 106 0.26 12 2.19 187 0.26 22 23.4 1.95 278 25.3 301 70 1.01 36 2020 -Jan -22 09:01:42 Page 22 Page 22 of 59 Component Constructions BEDROOM 3 W'ebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvac.com License: CAC54709 Cooling Denver Intemationa, CO, US For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Area Indoor: Heating Cooling Denver Intemationa, CO, US n Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.030 Design TD (°F) 73 17 Latitude: 40°N 30.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int fnsh, 2NT wood frm, 16" o.c. stud Partitions (none) Or Area U -value Gain ft2 BtuNft'-'F n 97 0.030 e 73 0.030 all 171 0.030 Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk, NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors (none) 24 0.320 188 0.027 Insul R Htg HTM Loss Clg HTM Gain tt'-°F/Btuh BtuNft' Btuh Btuh/ft' Btuh 30.0 2.19 213 0.26 25 30.0 2.19 161 0.26 19 30.0 2.19 374 0.26 44 0 23.4 555 25.3 602 38.0 1.95 365 1.01 190 Wr19 ...F1t50ft,., 2020 -Jan -22 09:01:42 Right -Suite@ Universal 2019 19.0.15 RSU1 6998 Page 23 ACOA ...ntentOu000k\W5BJIN7R\7 3211 Quail Street.rup Calc=MJ8 FrontDoorfaces: E Page 23 of 59 Component Constructions Job: 3211 Quail Street p Date: January 20th, 2020 WebREPS CL 3 By: Craig C. Brooks WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenveroom 7Psinn Cnnditic Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" gypsum board int fnsh Floors (none) Or Area U -value ft' BtuWW2F wrightsoft' —,,,,,,„,,,,,,,_,,,,,,,,,,_,, Right -Suite® Universal 2019 19.0.15 RSU1 6998 ACCP.... ntent.0udook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E 19 0.027 Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Btuh BtuhW Btuh Btuh/W Btuh 38.0 1.95 37 1.01 19 2020 -Jan -22 09:01:42 Page 24 Page 24 of 59 Construction descriptions Or Area u -value Insul R Htg HTM Loss Clg WM Gain ft, Btuh/ft' T ft-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 41 0.027 38.0 1.95 80 1.01 42 gypsum board int fnsh Floors (none) t� wrightsvft, 2020 -Jan -2209:01:42 C��M,,,.,.,A,,,.,,,,,,,,,,,,,,,„,,,,,�,�„ Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page 25 ..ntent.0ull ok\Vt5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 25 of 59 Component Constructions Job: 3211 Quail Street WIC 2 Date: January 20th, 2020 By: Craig C. Brooks We6REPS Plan: 3211 Quail Street 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project• • For: Brad Wei man, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone.- 720-746-9240 Email: morgan@workshopdenvercom Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area u -value Insul R Htg HTM Loss Clg WM Gain ft, Btuh/ft' T ft-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 41 0.027 38.0 1.95 80 1.01 42 gypsum board int fnsh Floors (none) t� wrightsvft, 2020 -Jan -2209:01:42 C��M,,,.,.,A,,,.,,,,,,,,,,,,,,,„,,,,,�,�„ Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page 25 ..ntent.0ull ok\Vt5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 25 of 59 Component Constructions Job: 3211 Quail Street Component Date: January 20th, 2020 BRIDGE HALLWAY By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@v4ebrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone.- 720-746-9240 Email: morgan@workshopdenvercom ")Psinn Cnnditic Location: Or Indoor: Heating Cooling Denver International, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuNft'--'F Design TD (°F) 73 17 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 30.0 2.19 Daily range (°F) - 28 (H ) Method Simplified 28 Wet bulb (°F) - 60 Construction quality Tight 7 Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) 30.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNft'--'F ft2F/Btuh BtuNft' Btuh Btuhlt' Btuh Walls Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int s 4 0.030 30.0 2.19 9 0.26 1 fnsh, 2'x6" wood fnn, 16" o.c. stud w 28 0.030 30.0 2.19 62 0.26 7 all 32 0.030 30.0 2.19 71 0.26 8 Partitions (none) Windows (none) Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 184 0.027 38.0 1.95 359 1.01 186 gypsum board int fnsh Floors (none) G _rk wrightsuft' 2020 -Jan -2209:01:42 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 26 )CCA ...ntenL0utlook\V\6BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 26 of 59 Component Constructions M BEDROOM WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 934 Cooling For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: 0.320 Indoor: Heating 934 Cooling 383 Denver Intemationa, CO, US 0.320 Indoor temperature (°F) 70 707 75 258 Elevation: 5430 ft 0.320 Design TD (°F) 73 385 17 430 Latitude: 40°N 0.320 Relative humidity (%) 30 707 50 788 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 1799 -36.3 1475 Dry bulb (°F) -3 92 Infiltration: 1.95 546 1.01 284 Daily range (°F) - 28 (H ) Method Simplified 61 0 0 Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' BtuNf'--'F ft'-'F/Btuh BtuW Btuh BtuWft' Btuh Walls Fan wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 99 0.030 30.0 2.19 218 0.26 25 fnsh, 2'S(T wood frm, 16" o.c. stud s 90 0.030 30.0 2.19 196 0.26 23 w 95 0.030 30.0 2.19 208 0.26 24 all 284 0.030 30.0 2.19 622 0.26 73 Partitions (none) Windows 1013-v: 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; s NFRC rated (SHGC=0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGC--0.30); 50% blinds 45°, light; 50% outdoor insect screen;w foreground = green grass (0.23); 2 ft overhang (6.6 ft window ht, 1 ft sep.); al 6.67 ft head ht all Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 veil ins, 5/8" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh Akwrightsoft" ter: AM,,,,.,„,,,,,,,,,,,,;1,_.,,,,,,,,,,e,,, Right -Suite® Universal 2019 19.0.15 RSU16998 ,'C(7* ...ntent.0u,00k\\A6BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 40 0.320 0 23.4 934 9.58 383 30 0.320 0 23.4 707 8.53 258 17 0.320 0 23.4 385 26.0 430 30 0.320 0 23.4 707 26.0 788 77 0.320 0 23.4 1799 19.2 1475 280 0.027 38.0 1.95 546 1.01 284 42 0.020 0 1.46 61 0 0 2020 -Jan -22 09:01:42 Page 27 Page 27 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 M BATH By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Mnue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver Area u -value Insul R Htg HTM 4100 Jason Street, Denver, CO 80211 Gain 0.320 0 fi= Phone: 720-746-9240 ft'-'F/Btuh Btuh/ft2 Btuh Btu T Btuh Email: morgan@workshopdenvercom 1.95 259 1.01 Design Conditions 75 0.025 49.0 Location: n Indoor. Heating Cooling Denver International, CO, US 240 0.26 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.030 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr4b) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area u -value Insul R Htg HTM Loss Clg HM Gain 0.320 0 fi= BtutVft'--'F ft'-'F/Btuh Btuh/ft2 Btuh Btu T Btuh Walls 1.95 259 1.01 135 75 0.025 49.0 Frm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int n 109 0.030 30.0 2.19 240 0.26 28 fnsh, 2N6" wood frm, 16" o.c. stud a 41 0.030 30.0 2.19 89 0.26 10 all 150 0.030 30.0 2.19 329 0.26 39 Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, n dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd flr fnsh, r-49 cav ins, gar ovr Fir floor, fret flr, 10" thkns, hrd wd flr fnsh, r-50 cav ins, gar ovr _rkwrightsofta Right-Suite(DUniversal 201919.0.15RSU16998 ACCK ...ntenL0utlook\V)5BJIN7R\7 3211 QuailStreet.rup Calc=MJ8 FrontDoorfaces: E 8 0.320 0 23.4 187 8.53 68 12 0.320 0 23.4 278 25.3 301 133 0.027 38.0 1.95 259 1.01 135 75 0.025 49.0 0.91 68 0 0 1 0.025 49.0 0.91 1 0 0 2020 -Jan -22 09:01:42 Page 28 Page 28 of 59 Construction descriptions or Area u -value Insul R Htg HM Loss Clg MTM Gain W Btuh/ft'= F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 112" wood shth, r-30 cav ins, 1/2" gypsum board int e 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 0 23.4 278 25.3 301 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 19 0.027 38.0 1.95 38 1.01 20 gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd fir fnsh, r-49 cav ins, gar ovr 19 0.025 49.0 0.91 18 0 0 a 41-Wrightsoft" 2020 -Jan -2209:01:42 Right -Suite® Universal 201919.0.15RSU16998 Page 29 ACCP.... ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 29 of 59 Component Constructions Job: 3211 Quail Street Date: January 20th, 2020 M WC By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Design Conditions Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grub) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area u -value Insul R Htg HM Loss Clg MTM Gain W Btuh/ft'= F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls Frm wall, brk 4" ext, 112" wood shth, r-30 cav ins, 1/2" gypsum board int e 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 0 23.4 278 25.3 301 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 ceil ins, 5/8" 19 0.027 38.0 1.95 38 1.01 20 gypsum board int fnsh Floors Flr floor, frm flr, 10" thkns, hrd wd fir fnsh, r-49 cav ins, gar ovr 19 0.025 49.0 0.91 18 0 0 a 41-Wrightsoft" 2020 -Jan -2209:01:42 Right -Suite® Universal 201919.0.15RSU16998 Page 29 ACCP.... ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 29 of 59 Component Constructions Job: 3211 Quail Street p Date: January 20th, 2020 M IMC By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area u -value Insul R Rg FM Loss Clg HTM Gain ft' BtuNft'--'F f 2F/Btuh Btuhw Btuh Btuhtft' Btuh Walls Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 68 0.027 38.0 gypsum board int fnsh Floors Fir floor, firm fir, 10"thkns, hrd wd fir fnsh, r-49 cav ins, gar ovr 38 0.025 49.0 -fid- wrigttttsoft ^1 ,,,,..,. ,,, ,,,,,,,,,,,,„�,...,,,.�_.., Right -Suite@ Universal 2019 19.0.15 RSU16998 ACC$I, ...ntenLOutlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 23.4 278 25.3 301 1.95 133 1.01 69 0.91 35 0 0 2020 -Jan -22 09:01:42 Page 30 Page 30 of 59 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 (H ) Method 60 Construction quality 7.5 Fireplaces Heating 70 73 30 35.4 Simplified Tight 1 (Tight) Cooling 75 17 50 -36.3 Construction descriptions Or Area u -value Insul R Rg FM Loss Clg HTM Gain ft' BtuNft'--'F f 2F/Btuh Btuhw Btuh Btuhtft' Btuh Walls Firm wall, brk 4" ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int a 33 0.030 30.0 2.19 72 0.26 8 fnsh, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows 2 glazing, dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, e 12 0.320 0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG0.30); 50% blinds 45°, light, 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings Attic ceiling, asphalt shingles roof mat, r-0.5 roof ins, r-38 cell ins, 5/8" 68 0.027 38.0 gypsum board int fnsh Floors Fir floor, firm fir, 10"thkns, hrd wd fir fnsh, r-49 cav ins, gar ovr 38 0.025 49.0 -fid- wrigttttsoft ^1 ,,,,..,. ,,, ,,,,,,,,,,,,„�,...,,,.�_.., Right -Suite@ Universal 2019 19.0.15 RSU16998 ACC$I, ...ntenLOutlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 23.4 278 25.3 301 1.95 133 1.01 69 0.91 35 0 0 2020 -Jan -22 09:01:42 Page 30 Page 30 of 59 Component Constructions BS BATH WebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Cooling Denver International, CO, US For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Indoor: Heating Cooling Denver International, CO, US Indoor temperature ('F) 70 75 Elevation: 5430 ft Design TD ('F) 73 17 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: Daily range ('F) - 28 (H ) Method Simplified Wet bulb ('F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Walls (none) Partitions 12G-Osw Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh Or Area U -value ft' BtutYft'-'F 150 0 55 0.020 Insul R Htg KM Loss Cig HTM Gain ft'-'F/Btuh BtuWft2 Btuh BtuWft' Btuh 0 0 0 0 0 0 1.46 81 0 0 _rk Wright60ft'" 2020 -Jan -2209:0142 ,yI�_r O -1-11_--..1-.-- t 11 WN56 �µ �� ... , Right -Suite® Universal 2019 19,0,15 RSU16998 Page 31 AC ntent.JIN7RV 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 31 of 59 Component Constructions Job: 3211 Quail Street p Date: January 20th, 2020 BS BEDROOM 1 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 For: Brad Weiman, Workshop Denver Area U -value Insul R Htg HTM 4100 Jason Street, Denver, CO 80211 Gain ft Phone: 720-746-9240 W-TIBtuh Bt Hft Btuh BtuNft Btuh Email: morgan@workshopdenvercom Design Conditions Location: a Indoor: Heating Cooling Denver Intemationa, CO, US 915 0.65 Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.076 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig KM Gain ft BtuNft'-°F W-TIBtuh Bt Hft Btuh BtuNft Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-13 cav ins, a 165 0.076 13.0 5.55 915 0.65 107 10" thk, 1/2" gypsum board int fnsh s 150 0.076 13.0 5.55 832 0.65 97 all 315 0.076 13.0 5.55 1748 0.65 205 Partitions 12C-Osw 110 0 0 Windows 2 glazing, dr outr, air gas, vni frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing, s 20 0.320 0 dr outr, air gas, vnl frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated (SHGG-0.30); 50% blinds 45°, light; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 278 0.020 0 wrightsc3ft, A—'_ —,,,,,,A,,,,,,...,-,,,,„,,,..,,."_ Right -Suite@ Universal 2019 19.0,15 PSU16998 ACCP....ntent0utlook\VV5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 0 0 0 0 23.4 467 10.5 211 1.46 405 0 0 2020 -Jan -22 09:01:42 Page 32 Page 32 of 59 Component Constructions BS CL 1 W✓ebREPS WebReps LLC. 1-800-810-3280 Job: Date: By: Plan: 3211 Quail Street January 20th, 2020 Craig C. Brooks 3211 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 73 Design TD (°F) For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Location: Denver Intemationa, CO, US Elevation: 5430 ft Latitude: 40'N Outdoor: Heating Dry bulb (°F) -3 Daily range (°F) - Wet bulb ('F) - Wind speed (mph) 15.0 Heating Indoor: 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (grAb) 92 Infiltration: 28 ( H ) Method 60 Construction quality 7.5 Fireplaces Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 1 (Tight) Construction descriptions Or Area U -value Insul R Ftg FM Loss CIg HTM Gain k' BtuNf' T ft"F/Btuh Btuh/ft' Btuh Btuh/f' Btuh Walls Bg wall, heavy damp soil, 2N4" wood int frm, concrete wall, r-13 cav ins, n 120 0.076 13.0 5.55 666 0.65 78 10" thk, 1/2" gypsum board int fnsh e 30 0.076 13.0 5.55 166 0.65 19 all 150 0.076 13.0 5.55 832 0.65 97 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh -Fk^C Wfright50f-1 Right -Suite® Universal 2019 19.0.15 RSU16998 ACCP....ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 38 0.020 0 1.46 55 0 0 2020 -Jan -22 09:01:42 Page 33 Page 33 of 59 Construction descriptions Component Constructions Com P Area Job: Quail Street Insul R Htg HTM Loss Cig HTM an Date: January 20th, 2020 BS LIVING ft2 By: Craig C. Brooks WebREPS WebReps LLC. Bt -h Bh"ft' Plan. 3211 Quail street 1-800-810-3280 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information Bg wall, heavy damp soil, 2')(4"wood int frm, concrete wall, r-13 cav ins, n For: Brad Wei man, Workshop Denver 13.0 5.55 610 0.65 4100 Jason Street, Denver, CO 80211 10" thk, 1/2" gypsum board int fnsh a 55 Phone: 720-746-9240 13.0 5.55 305 0.65 Email: morgan@workshopdenvercom w 180 Design Conditions 13.0 5.55 Location: Indoor: Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 5.55 Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Tight) Construction descriptions or Area ll -value Insul R Htg HTM Loss Cig HTM Gain ft2 Btuh/ft'-°F ft'-`F/Btuh Btuh/ft' Bt -h Bh"ft' Btuh Walls Bg wall, heavy damp soil, 2')(4"wood int frm, concrete wall, r-13 cav ins, n 110 0.076 13.0 5.55 610 0.65 71 10" thk, 1/2" gypsum board int fnsh a 55 0.076 13.0 5.55 305 0.65 36 w 180 0.076 13.0 5.55 999 0.65 117 all 345 0.076 13.0 5.55 1914 0.65 224 Partitions 12C-Osw 119 0 0 Frm wall, stucco ext, 1/2" wood shth, r-30 cav ins, 1/2" gypsum board int 61 0.090 11.0 fnsh, 2"A" wood frm, 16" o.c. stud Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 352 0.020 0 __Z_ _ WPIg11t50ft Rght-Suite@ Universal 2019 19.0.15 RSU16998 ACCK ...ntenL0utlook\VV5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E 0 0 0 0 6.57 399 0.53 32 1.46 514 0 0 2020 -Jan -22 09:01:42 Page 34 Page 34 of 59 Pro ect Summal'v Job: 3211 Quail Street J ' ,7 Date: January 20th, 2020 ooks WebREPS Entire House pan: 3211 QuaiC. l Street 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project• • For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com Notes: 3211 Quail Street Weather: Denver International, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 73 °F Design TD 17 °F Daily range H Relative humidity 50 % Moisture difference -36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 46717 Btuh Structure 38245 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (83 cfm) 5454 Btuh Central vent (83 cf-n) 1248 Btuh Outside air Outside air Humidification 4433 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 56604 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 41199 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tlght Fireplaces 1 (Tight) Structure 14100 Btuh Ducts 0 Btuh Central vent (83 cfrn) -1678 Btuh Heating Cooling Outside air Area (ft) 3795 3795 Equipment latent load 12422 Btuh Volume (ft3) 38129 38129 Air changes/hour 0.13 0.07 Equipment Total Load (Sen+Lat) 53621 Btuh Equiv. AVF (cfm) 83 44 Req. total capacity at 0.77 SHR 4.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Carrier Performance 95 Single-... Trade CARRIER Model 59SP5A120E24-22 Cond 24ABC660B00310 AHRI ref 4702808 Coil CSPHP6012ALA+59SP5A120E24-22 AHRI ref 202507126 Efficiency 96.5AFUE Efficiency 12.5 EER, 15 SEER Heating input 120000 Btuh Sensible cooling 43120 Btuh Heating output 117000 Btuh Latentcooling 12880 Btuh Temperature rise 70 °F Total cooling 56000 Btuh Actual airflow 1867 cfm Actual airflow 1867 chn Air flow factor 0.040 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.59 in H2O Static pressure 0.59 in H2O Space thermostat Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ` Ad-wrrightsoft"2020-Jan-22 09:01:43 ,,,`� ...,.:.,•,,..,..,,,,.,,.,,,..,,„.,,,,.,.,....,. Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 1 ACCA ...ntent.0utlook\W6BJIN7R\7 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Page 35 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy Craig C. Brooks Pfan: 3211 Quail Street 1 Room name Entire House GREAT ROOM 2 Exposed wall 462.0 ft 61.0 ft 3 Room height 10.0 ft 9.0 ft heat/cool 4 Room dimensions 21.5 x 18.0 ft 5 Room area 3795.0 ft' 387.0 ft= Ty Construction Ll -value Or HTM Area (ft-) Load Area (ftp) Load number (Btuhlft'--°F) (Btuh/ft) or perimeter (ft) (BW h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 265 265 1470 172 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 794 687 1505 176 194 125 273 32 1013-v 0.320 n 23.36 5.97 24 0 561 143 24 0 561 143 2 glazing, dr out-, 0.320 n 23.36 8.53 8 0 187 68 0 0 0 0 11 2 glazing, dr out-, 0.320 n 23.36 8.53 30 0 707 258 0 0 0 0 2glazinq,droutr, 0.320 n 23.36 8.53 45 0 1043 381 45 0 1043 381 W Bg wall, heavy damp 0.076 a 5.55 0.65 375 375 2081 244 0 0 0 0 W Frm wall, brk4"ext 0.030 e 2.19 0.26 625 376 823 96 0 0 0 0 1OB-v 0.320 e 23.36 19.02 80 6 1869 1522 OI 0 0 0 2 glazing, droutr, 0.320 e 23.36 25.34 71 10 1666 1807 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 37 3 857 965 0 0 0 0 2 glazing, dr outr, 0.320 a 23.36 26.32 37 3 872 983 0 0 0 0 11 PO 0.290 e 21.17 7.09 24 24 508 170 0 0 0 0 V_G Bg wall, heavy damp 0.076 s 5.55 0.65 170 150 832 97 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 20 20 467 211 01 0 0 0 wall, brk4" ext 0.030 s 2.19 0.26 1039 902 1975 231 1941 150 329 39 1OB-v 0.320 s 23.36 9.58 40 21 934 383 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 16 16 374 168 0 0 0 0 NFrm 2 glazing, dr out-, 0.320 s 23.36 10.53 14 14 327 147 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 10.95 24 22 555 260 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 43 33 1014 510 43 33 1014 510 W Bg wall, heavy damp 0.076 w 5.55 0.65 180 180 999 117 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 1084 731 1602 188 162 93 204 24 1 D-c2ovd 0.650 w 47.45 18.62 104 104 4935 1936 OI 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 14 2 338 373 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 25.75 30 3 698 769 0 0 0 0 2 glazing, dr out -,0.320 w 23.36 26.04 17 2 385 430 OI 0 0 0 2 glazing, dr ouh; 0.320 w 23.36 26.04 30 3 707 788 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 89 8 2081 2320 0 0 0 0 2 glazing, dr ouh; 0.320 w 23.36 26.32 24 2 561 632 24 2 561 632 G 2 glazing, dr out-, 0.320 w 23.36 26.32 45 3 1043 1176 45 3 1043 1176 P 12C -09w 0.000 0.00 0.00 580 580 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 36 36 87 7 0 0 0 0 R Frm wall, 1/2" gyp.b 0.033 2.41 0.19 135 117 282 23 0 0 0 0 --D 11 PO 0.290 n 21.17 7.09 18 18 383 128 0 0 0 0 P Fmr wall, stucco ext 0.090 6.57 0.53 61 61 399 32 0 0 0 0 C Atticceiling,aspha 0.027 1.95 1.01 1830 1830 3566 1854 387 387 754 392 F 21A -32t 0.020 1.46 0.00 723 723 1055 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 66 66 96 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 42 42 61 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 132 132 120 0 0 0 0 0 F Flrfloor,firm f1r, 0.025 0.91 0.00 663 663 605 0 3871 387 353 0 F Flrfloor, frm flr, 0.020 0.73 0.00 2 2 1 0 0 0 0 0 F Flrfloor,firm fir, 0.025 0.91 0.00 7 7 6 0 0 0 0 0 F Flrfloor,frmfir, 0.025 0.91 0.00 350 350 319 0 OI 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 1 1 1 0 0 0 0 0 6 c)AED excursion 4631 174 Envelope losstgain 40957 24396 6136 3501 12 a) Infiltration 5432 669 658 81 b) Room ventilation 329 0 0 0 13 Internal gains: Occupants@ 530 61 3180 0 0 Applianoeyother 10000 1500 Subtotal (lines 6to 13) 1 46718 38245 6794 5082 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistributon 0 0 0 0 14 Subtotal 46717 38245 6794 5082 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 46717 38245 6794 5082 Air required (dm) 1867 1867 272 248 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -il- 2020 -Jan -2209:01:43 Ri ht -Suit Universal 201919015RSU16998 ACCP•. 9 Page 1 ...ntent0utlook\MBJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 36 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@mbrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name DINING BATH 2 Exposed wall 15.0 It 0 It 3 Room height 9.0 ft heat/000l 9.0 ft heat/cool 4 Room dimensions 1.0 x 288.0 It 6.0 x 5.5 It 5 Room area 288.0 it= 33.0 ft Ty Construction U -value Or HTM Area (ft2) Load Area (ft=) Load number (BtuW-°F) (Btuh/F) or perimeter (ft) (Btiah) or perimeter (ft) (Btiah) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 11013-v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, or outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 _G 2 glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 s 2.19 0.26 135 135 296 35 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Fmt wall, brk4' ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 OI 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or out-, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frmwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 L Frmwall, 1fZ'gyp.b 0.033 2.41 0.19 0 0 0 0 OI 0 0 0 -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attcceiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.025 0.91 0.00 242 242 220 0 OI 0 0 0 firm Flrfloor, m fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor,firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion -160 0 Envelope loss/gain 516 -126 0 0 12 a) Infiltration 162 20 0 0 b) Roomventilation 0 0 329 0 13 Internal gains: Oooupants@ 530 0 0 0 0 Appliances/other 15001 0 Subtotal (lines 6 to 13) 678 1394 329 0 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 124 12 7 1 14 Subtotal 802 1406 335 1 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 802 1406 335 1 Air required (dm) 1 32 69 13 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - i- wrightso/Ft- 2020 -Jan -22 09:01:43 i ..Right-Swte®universal 2019 19.0.15 RSU16998 Page 2 ACCP ntent.0uUook\MBJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 37 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name PANTRY ENTRY 2 Exposed wall 6.0 ft 9.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/000l 4 Roomdimensions 6.0 x 9.5 ft 4.0 x 5.5 ft 5 Room area 57.0 ft2 22.0 ft= Ty Construction U -value Or HTM Area (ft') Load Area (f?) Load number (Btih/W--°F) (Btuh/fh) or perimeter (ft) (Btih) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk 4" ext 0.030 n 2.19 0.26 0 0 0 0 36 36 79 9 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 0 0 0 0 50 26 56 7 10B -v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, droutr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 24 24 508 170 VL W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 2 glazing, dr out 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 54 54 118 14 0 0 0 0 10&v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 C 2 glazing, dr out 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Fmi wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 q Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 -0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atficceiling, aspha 0.027 1.95 1.01 0 0 0 0 22 22 43 22 F 21 A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 22 22 32 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flr floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 19 19 17 0 0 0 0 0 F Flr floor, flm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flr floor, fm1 flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flr floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, flmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -2 -23 Envelope loss/gain 136 12 718 185 12 a) Infiltration 65 8 102 13 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 200 20 820 198 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -200 -20 9 1 14 Subtotal 0 0 829 199 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 829 199 Air required (cfm) 0 0 33 10 Calculations aooroved bvACCA to meet all requirements of Manual J 8th Ed �* wrigF�tsoTt-. ,.- .............��....,._., Right- Suite®Universal 2019 19.0.15 R 2020 -Jan -22 09:01:43SU16998 Page 3 4CCA .ntentOutlook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 9 Page 38 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name ECL CL 2 Exposed wall 1.0 ft 10.0 ft 3 Room height 9.0 ft heat/000l 9.0 ft heaUcool 4 Room dimensions 6.0 x 3.0 ft 7.0 x 3.0 ft 5 Room area 18.0 ft' 21.0 ftp Ty Construction U -value Or HTM Area (ft') Load Area (ft=) Load number (Btuh/T-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter163 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 9 9 20 2 63 138 16 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2glazing, drout-,, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazinq,droutr. 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Fnn wall, brk4' ext 0.030 a 2.19 0.26 0 0 0 0 27 27 59 7 1OB-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 IW Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Fnnwall, brk4'ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2glazing, drout',, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Fnn wall, brk4' ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, or outr 0.320 w 23.36 26.04 0 0 0 01 OI 0 0 0 2 glazing, or outr 0.320 w 23.36 26.04 0 0 0 0o 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L -G 2glazing, droutr 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 1/Z'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 IL Frmwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 OI 0 0 0 -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticceiling, aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.0251 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmfir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 -4 Envelope loss/gain 20 2 197 19 12 a) Infiltration 11 1 108 13 b) Room ventilation 0 0 0 0 13 Internal gains. Ooatpants@ 530 0 0 0 0 Appliances/other 0 0 Subtotal (lines6to 13) 30 3 305 33 Less extemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -30 -3 -305 -33 14 Subtotal 0 0 0 0 15 Dud loads -0%10%1 0 0 -0% 0%1 01 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed -r}- 2020 -Jan -22 09:01:43 Right -Suite® Universal 2019 19.0.15 RSU16998 ACCA ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page4 Page 39 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 raig C. Brooks Mn:Pfa3211 Quail Street 1 Room name KITCHEN LIVINGROOM 2 Exposed wall 28.0 ft 21.0 ft 3 Room height 9.0 ft heat/mol 20.1 ft heatf000l 4 Room dimensions 13.0 x 15.0 ft 1.0 x 361.0 ft 5 Room area 195.0 f' 361.0 ftz Ty Construction U -value Or HTM Area OF) Load Area (ft') Load number (Btuh/t2--°F) (BtuW or perimeter (ft) (Btiuh) or perimetLr (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 135 55 120 14 25 25 55 6 10B -v 0.320 e 23.36 19.02 80 6 1869 1522 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 �G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brit 4' ext 0.030 s 2.19 0.26 117 103 226 26 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 14 14 327 147 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 wall, heavy w 1 0 W Frm rk4aextp 0.030 w 2.0.076 9 0.26 0 0 0 0 4571 264 579 68 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 1041 104 4935 1936 2 glazing, or out, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 89 8 2081 2320 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 100 100 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Fj Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 T -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticceiling, aspha 0.027 1.95 1.01 0 0 0 0 157 157 306 159 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor,fmlfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 16 16 14 0 F Flrfloor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flr floor, frm fir, 0.025 0.91 0.00 0 0 0 0 00 0 0 6 c)AED excursion -146 4600 Envelope losstgain 2542 1563 7969 9089 12 a) Infiltration 302 37 578 71 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 ol 0 0 0 Applianoes/other 2000 1500 Subtotal (lines 6 to 13) 2844 3601 8547 1 10661 Lesse)demalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 394 41 3101 2333 14 Subtotal 3238 3642 11649 12994 15 Ductloads -0% 0% 0 0 0% 0% 0 0 Total room load 3238 3642 11649 12994 Air required (dm) 129 178 466 634 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FW 2020 -Jan -2209:01:43 -- Richt-Suit e® Universal 201919015RSU16998 Pa e5 RCCA .ntent0utlook\V\6BJIMR\7 3211 Quail Street.rup Calc=MJ8 Front Door faces: E 9 Page 40 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name STAIRS HALL 2 Exposed wall 12.5 ft 0 ft 3 Room height 14.5 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 68.0 ft 8.0 x 4.0 ft 5 Room area 68.0 fl? 32.0 ft Ty Construction U -value Or HTM Area (ft?) Load Area (f2) Load number (BtuhAf--°F) (Btuh/fe) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 35 35 194 23 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2glazing, drout, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glaanq,droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 125 125 694 81 0 0 0 0 W Fm1 wall, brk4" ext 0.030 a 2.19 0.26 101 27 60 7 0 0 0 0 1013-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, droutr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 e 23.36 26.32 37 3 857 965 0 0 0 0 2 glazing, dr out-, 0.320 e 23.36 26.32 37 3 872 983 0 0 0 0 L -D 11P0 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 C, 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frmwall, brk4"ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2gla2ing,droutr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2 glazing, droutr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L -G 2 glazing, droutr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 65 65 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 36 36 87 7 R Fmlwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 r -D 11P0 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Fnn wall, stu000 ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atlicceiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 44 44 64 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, frmfir, 0.0251 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor,irmfir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 2 2 2 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 30 30 27 0 F Fir floor,, fmn flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 233 -1 Envelopeloss/gain 2740 2292 116 6 12 a) Infiltration 313 39 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. OoaApants@ 530 01 0 0 0 Applianoes/other 0 0 Subtotal (lines6to 13) 3053 2331 116 6 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -3053 -2331 -116 -6 14 Subtotal 0 0 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 0 0 Air required (chm) 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. •F,tsoft 2020 -Jan -22 09:01:43 viol, �g - -••- - Rig ht- Suite®Universa1201919.0.15IRS U16998 '`CC'P` ...nten t.0 u I oo k\MBJI N7 R\7 3211 Quail Street.rup Cal c= MJ8 Front Door faces: E Page 6 Page 41 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuafj@webrepshvac.com License: CN -54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks Pan: 3211 Quail Street 1 Room name BEDROOM 1 MUD ROOM 2 Exposed wall 26.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.5 x 11.5 ft 8.0 x 9.0 ft 5 Room area 166.8 f12 72.0 ft Ty Construction U -value Or HTM Area (ft2) Load Area (ft) Load number (Btuh/ff-°F) (BtulvR2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk 4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2glazing, droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazing,oroutr. 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11P0 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 V,V Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 131 131 286 33 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr oulr 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 wwall heavy p W. Fr 4"ext 0.030 w 2.19 0.26 104 74 162 19 0 0 0 0 1 DQovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 14 2 338 373 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 15 2 349 385 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 --G 2 glazing, dr out,, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C-0sw 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 1351 117 282 23 1-0Frm 11P0 0.290 n 21.17 7.09 0 0 0 0 18 18 383 128 P Frm wall, stumo ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atficceiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frim flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0firmm F Flrfloor, iflr, 0.025 0.91 0.00 0 0 0 0 5 5 4 0 F Flrfloor,frmfir, 0.025 0.91 0.00 167 167 152 0 68I 68 62 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 274 -16 Envelope loss/gain 1287 1083 730 135 12 a) Infiltration 280 35 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 530 1 530 0 0 Applianoestother 300 0 Subtotal (lines 6to 13) 1567 1948 730 1 135 Less extemalload 0 0 1 0 0 Lesstransfer 0 0 0 0 Redistribution 123 11 110 8 14 SubtabI 1690 1958 840 144 15 Duct loads 1 -0% 0% 0 0 -0% 0% 0 0 Total room load 1690 1958 840 144 Air required (dm) 68 96 34 7 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed -'W wrigf•�tsoft'. 2020 -Jan -22 09:01:43 --•• -- .,,� Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 7 AC6K ...ntenL0utlook\V5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 42 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name BATH 1 CL 1 2 E)posed wall 14.5 ft 7.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/000l 4 Roomdimensions 9.0 x 5.5 ft 1.0 x 38.3 ft 5 Room area 49.5 ft2 38.3 fl Ty Construction U -value Or HTM Area (ft2) Load Area (f12) Load number (Btuh/ft2--°F) (BtuhAn or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross IN/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 81 81 177 21 68 68 148 17 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, or out-, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 G 2 gazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, or out, 0.320 s 23.36 10.53 0 0 0 0 01 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 w 2.19 0.26 50 35 76 9 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2glazing, drout-,, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 G 2glazing, drout-,, 0.320 w 23.36 25.75 15 2 349 385 01 0 0 0 2glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 010 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 G 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 36 36 0 0 P Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 R Frm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling, alpha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.020 0.73 0.00 0 0 0 0 2 2 1 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 01 0 0 0 0 0 F Flrfloor,firm fir, 0.025 0.91 0.00 50 50 45 0 361 36 33 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 182 -3 Envelope loss(gain 647 596 182 14 12 a) Infiltration 156 19 81 10 b) Room ventilation 0 0 0 0 13 Intemalgains: Oooupants@ 530 0 0 01 0 Applianosstother 0 0 Subtotal (lines 6to 13) 803 615 263 24 Less edemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 100 9 -263 -24 14 Subtotal 903 625 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 903 625 0 0 Air required (dm) 36 30 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1"A- wrGgF+tso ft 2020 -Jan -22 09:0143 - -• Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 8 ACCK ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E g Page 43 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Data: January 20th, 2020 BByy Craig C. Brooks Ptan: 3211 Quail Street 1 Room name BEDROOM 2 LAUNDRY 2 Exposed wall 24.5 ft 6.0 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/mol 4 Roomdimensions 13.0 x 11.5 ft 9.5 x 6.0 It 5 Room area 149.5 ft= 57.0 fly Ty Construction U -value Or HTM Area (W) Load Area (ft) Load number (Btuh/IF--°F) (Bbih/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10�v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2glazing, droulr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 1 1 2 glazing, droulr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavydamp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 01 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk 4" ext 0.030 s 2.19 0.26 105 82 179 21 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 24 22 555 260 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W F rm wall, brk 4" ext 0.030 w 2.19 0.26 93 93 204 24 49 49 106 12 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L --G 2 glazing, dr oulr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frmwall, l2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 R Frm wall, 1/Y'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 r -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attcoeiling,aspha 0.027 1.95 1.01 150 150 291 151 57 57 111 58 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Firfloor, firm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor,trmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Firfloor,firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -91 -60 Envelope loss/gain 1229 365 218 11 12 a) Infiltraton 238 29 58 7 b) Roomventilaton 0 0 0 0 13 Internal gains: Occupants@ 530 1 530 0 0 Applianoes/other 300 1 500 Subtotal (lines 6 to 13) 1467 1225 276 518 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 67 28 65 25 14 Subtotal 1534 1252 341 543 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1534 1252 341 543 Air required (dm) I 1 1 61 61 14 26 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .ti 1'a_ wrjotsoTt" 2020 -Jan -2209:01:43 -. .,.-.. r, Right -Suite® Universal 2019 19 0 15 RSU16998 Pa e9 ACS GP` ...ntent0utlook\VV5BJIN7RV 3211 QuailStreet.rup Calc=MJ8 FrontDoorfaces: E 9 Page 44 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vvebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 ftCraig C. Brooks P an: 3211 Quail Street 1 Room name BATH 2 BATH 3 2 Exposed wall 9.5 ft 5.5 it 3 Room height 8.1 ft heat/cool 8.1 ft heat/000l 4 Room dimensions 9.5 x 6.0 It 5.5 x 6.0 it 5 Room area 57.0 112 33.0 iF Ty Construction U -value Or HTM Area (ft2) Load Area (fF) Load number (BtuhAF--°F) (BtuhM or perimeter (ft) (BWh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 G 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazinq,oroutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W, Fnnwall, brk4"ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 PD10B 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W F rm wall, brk 4" ext 0.030 s 2.19 0.26 77 69 151 18 45 37 80 9 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 8 8 187 84 8 8 187 84 2glazing, orout, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out,, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or out,, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 01 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 �G 2glazing, oroutr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frmwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frmwall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 Po 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, sh coo ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticceiling, aspha 0.027 1.95 1.01 57 57 111 58 33 33 64 33 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, irm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -18 -14 Envelope loss/gain 449 142 331 113 12 a) Infiltration 92 11 53 7 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 530 0 0 0 0 Applianoes/other 10 0 Subtotal (lines 6 to 13) 541 153 385 120 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 36 17 0 0 14 Subtotal 577 170 385 120 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 577 170 385 120 Air required (dm) 23 8 15 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. y -FW wrightsoft 2020 -Jan -2209:0143 M - Right -Suite® Universal 2019 19.0.15 RSU16998 P1 0 ACCA age ...ntent.0utlook\W5BJIN7R\7 3211 Quail Street.rup Calc=MJB FrontDoorfaces: E Page 45 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name DRESS 3 BEDROOM 3 2 Exposed wall 12.0 it 24.0 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/mol 4 Room dimensions 6.0 x 6.0 ft 1.0 x 187.5 ft 5 Room area 36.0 fl 187.5 ft2 Ty Construction U -value Or HTM Area OF) Load Area (tt2) Load number (Bhth/W--°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 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, lark 4" ext 0.030 n 2.19 0.26 0 0 0 0 97 97 213 25 10I3v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 a 5.55 0.65 0 0 0 0 0 0 0 0 W Frmwall,brk4"ext 0.030 e 2.19 0.26 49 37 80 9 97 73 161 19 106-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outi,, 0.320 e 23.36 25.34 12 2 278 301 24 3 555 602 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 VV Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 1-G 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 49 49 106 12 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 O) 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 �--G 2 glazing, or out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 C• 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L -G 2 glazing, or outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, l2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Frm wall, 1 tZ'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 T -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stu000 ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticceiling,aspha 0.027 1.95 1.01 36 36 70 36 188 188 365 190 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, frmflr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 18 -61 Envelope loss/gain 535 378 1294 775 12 a) Infiltration 116 14 233 29 b) Roomventlation 0 0 0 0 13 intemalgains. Occupants@ 530 0 0 1 530 Appliancesrother 0 300 Subtotal (lines 6to 13) 651 392 1527 1633 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 96 41 14 Subtotal 651 392 1623 1675 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 651 392 1623 1675 Air required (dm) 26 19 651 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -j&-wrigF�tso>ft" 2020 -Jan -2209:01:43 Pight-Suite@ Universal 201919015RSU16998 Pa e11 ACC'- ...ntent0uflook\W5BJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 9 Page 46 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 ftCraig C. Brooks P an: 3211 Quail Street 1 Room name CL 3 WIC 2 2 Exposed wall O ft O ft 3 Room height 8.1 ft heat/000l 8.1 ft heaVcool 4 Room dimensions 2.5 x 7.5 ft 5.5 x 7.5 ft 5 Room area 18.8 ftz 41.3 ft2 Ty Construction U -value Or HTM Area (ftp) Load Area (ftF) Load number (BtuhiW--°F) (Btuh/fn or perimeter (ft) (Btjh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W F rm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 I -G 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 I -G 2 glazinq,drou4, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 e 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 e 23.36 19.02 0 0 0 0 OI 0 0 0 2 glazing, dr out', 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 1 D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 l -G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, or out-, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 OI 0 0 0 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 25.75 0 0 0 0 0 00 0 0 0 G 2 glazing, dr out, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 I -G 2glazing, droutr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09N 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 R Frm wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 OI 0 0 0 `D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stjcoo ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Aticoeiling,aspha 0.027 1.95 1.01 19 19 37 19 41 41 80 42 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -2 -4 Envelope lossfgain 37 17 80 37 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 530 01 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 37 17 80 37 Less extemalload 0 0 0 0 Lesstransfer 0 0 O 0 Redistribution -37 -17 -80 -37 14 Subtotal 0 0 0 0 15 Dud loads -0% 0%1 0 0 -0% 0% 0 0 Total room load 00 0 0 Air required (dm) 0 0 0 0 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed t - ft- 2020 -Jan -22 09:01:43 ..ntent: `uBook\W56J N7R\7 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 12 _ 9 ACC -K 3211 Quail Street.rup Calc =MJ8 FrontDoorfaces: E Page 47 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vebrepshvacoom License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Plan: 3211 Quail Street 1 Room name BRIDGE HALLWAY M BEDROOM 2 Exposed wall 4.0 ft 49.5 ft 3 Room height 8.1 ft heat/cool 8.1 ft heat/cool 4 Room dimensions 1.0 x 184.0 ft 16.0 x 17.5 ft 5 Room area 184.0 ft2 280.0 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number (Bhuhuftf--°F) (Btuh/It2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 130 99 218 25 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 30 0 707 258 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavydamp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 L -D 11 PO 0.290 e 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4' ext 0.030 s 2.19 0.26 4 4 9 1 130 90 196 23 1OB-v 0.320 s 23.36 9.58 0 0 0 0 40 21 934 383 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 w 2.19 0.26 28 28 62 7 142 95 208 24 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 26.04 0 0 0 0 17 2 385 430 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 30 3 707 788 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 00 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, 1/2'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 1-0 Frm wall,I/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, shucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Attcoeiling, aspha 0.027 1.95 1.01 184 184 359 186 280 280 546 284 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 42 42 61 0 F Flrfloor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frmfir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Firfloor, firm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm fir, 0.0251 0.91 0.00 0 0 00 0 0 0 0 F Flrfloor,fnnflr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 21 86 Envelope loss/gain 430 174 3962 2302 12 a) Infiltration 39 5 480 59 b) Room ventilation 0 0 0 0 13 Internal gain& Occupants@ 530 0 0 2 1060 Appliancestother 0 300 Subtotal (IInes6to13) 468 179 4442 1 3721 Less extemalload 0 0 1 0 0 Lesstransfer 00 0 0 Redistribution -468 -179 82 31 14 Subtotal 0 0 4524 3752 15 Dud loads -0%10% 0 0 -0% 0% 0 0 Total room load 0 0 4524 3752 Air required (cfm) 1 0 0 181 183 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsotFt' 2020 -Jan -22 09:01:43 -• -- Right -Suite® Universal 2019 19.0.15 RSU16998 Page 13 ...ntent0utlook\WSBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E 9 Page 48 of 59 Right -JO Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks Pan: 3211 Quail Street 1 Room name M BATH M WC 2 Exposed wall 21.0 ft 5.5 it 3 Room height 8.1 ft heat/000l 8.1 ft heat/000l 4 Room dimensions 1.0 x 132.8 ft 3.5 x 5.5 ft 5 Room area 132.8 fl 19.3 ft' Ty Construction U -value Or HTM Area (f8) Load Area (flz) Load number (Btuh/ff--°F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 117 109 240 28 0 0 0 0 1OB-v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 n 23.36 8.53 8 0 187 68 0 0 0 0 11 2 glazing, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2 glazinq, dr out', 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 a 2.19 0.26 53 41 89 10 45 33 72 8 1OB-v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 12 2 278 301 12 2 278 301 2 glazing, dr out-, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 C, 2glazing, oroufr 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4' ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 1OB-v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2glazing, droutr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 IW Frmwall, brk4"ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 - �- -G 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, d r out', 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 L -G 2 glazing, dr outr, 2 glazing, dr outr, 0.320 0.320 w w 23.36 23.36 26.32 26.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 0 0 0 0 0 0 0 0 P Frm wall, lt2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 Ff Frm wall, 12'gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 `D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, sbicco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.027 1.95 1.01 133 133 259 135 19 19 38 20 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 75 75 68 0 19 19 18 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Flrfloor, frmflr, 0.025 0.91 0.00 1 1 1 0 0 0 0 0 6 c)AED excursion -47 22 Envelope loss/gain 1122 495 404 351 12 a) Infiltration 204 25 53 7 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants@ 530 0 0 0 0 Applianoestother 0 10 Subtotal (lines 6to 13) 1325 520 458 358 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 49 19 0 0 14 Subtotal 1374 539 458 358 15 Ductloads 1 -0% 0%1 0 0 -0% 0%1 0 0 Total room load 1374 539 458 358 Air required (dm) 55 26 18 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Ii'i- 2020 -Jan -22 09:0143 •-•--- - Right -Suite@ Universal 201919015RSU16998 ACOAPage 14 ...ntent.0utlook\W5BJIN7R\7 32110uailStreet.rup Calc=MJB FrontDoorfaces: E Page 49 of 59 Right -JO Worksheet WebREPs Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manual]@v,vebrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 BByy Craig C. Brooks Pfan: 3211 Quail Street 1 Room name M WIC BS BATH 2 E)qDosed wall 5.5 ft 0 ft 3 Room height 8.1 ft heat/000l 10.0 ft heat/cool 4 Room dimensions 1.0 x 68.0 ft 6.5 x 8.5 ft 5 Room area 68.0 ft' 55.3 fl? Ty Constructon U -value Or HTM Area (ft2) Load Area (it=) Load number (Btuh/W--°F) (BtuhAl) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.36 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 2glazinq,droutr, 0.320 n 23.36 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 0 0 0 0 0 0 0 0 W Frm wall, brk4' ext 0.030 a 2.19 0.26 45 33 72 8 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 e 23.36 25.34 12 2 278 301 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 11 PO 0.290 e 21 17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 0 0 0 0 I -G 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 Frm wall, brk4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, or outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out-, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr out-,, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 wall, heavyp W Fr rk4aext 0.030 w 2.19 0.26 0 0 0 0 OI 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 0 0 0 0 2 glazing, drout-, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 0 0 0 0 2glazing, drout 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 L --C 2 glazing, dr out 0.320 w 23.36 26.32 0 0 0 0 0 0 0 0 P 12C -091v 0.000 0.00 0.00 0 0 0 0 150 150 0 0 P Fret wall, 12" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 R Frm wall, 1/2"gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 t -D 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucoo ext 0.090 6.57 0.53 0 0 0 0 01 0 0 0 C Atticcaling, aspha 0.027 1.95 1.01 68 68 133 69 0 0 0 0 F 21 A -32t 0.020 1.46 0.00 0 0 0 0 55 55 81 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Fir floor, fnnfir, 0.025 0.91 0.00 38 38 35 0 0 0 0 0 F Fir floor, frrn fir, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, frm fir, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Fir floor, fnnflr, 0.025 0.91 0.00 0 0 0 0 OI 0 0 0 F Fir floor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 17 0 Envelope losstgain 516 395 81 0 12 a) Infiltration 53 7 0 0 b) Room ventilation 0 0 0 0 13 Intemalgains. Occupants@ 530 0 0 01 0 Appliances/other 0 0 Subtotal (lines6 to 13) 570 402 81 0 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 191 73 0 0 14 Subtotal 760 475 81 0 15 Ductloads 1 -0% 0%1 0 0 -0% 0%1 0 0 Total room load 760 475 81 0 Air required (dm) 30 23 3 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed -f*F wrightsof[- 2020 -Jan -2209:01:43 .,.- •- Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page15 4CCA .ntent.0utlook\Vv5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 50 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 Craig C. Brooks P an: 3211 Quail Street 1 Room name BS BEDROOM 1 BS CL 1 2 Exposed wall 33.5 ft 15.0 ft 3 Room height 10.0 ft heal/cool 10.0 ft heal/cool 4 Room dimensions 1.0 x 277.5 ft 12.5 x 3.0 ft 5 Room area 277.5 it= 37.5 f8 Ty Construction U -value Or HTM Area (ft') Load Area (ft?) Load number (Btuh/ft--°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 Bg wall, heavy damp 0.076 n 5.55 0.65 0 0 0 0 120 120 666 78 W Frm wall, brk4" ext 0.030 n 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 n 23.6 5.97 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 n 23.6 8.53 0 0 0 0 0 0 0 0 11 2 glazing, dr outr, 0.320 n 23.6 8.53 0 0 0 0 0 0 0 0 2glazinq,droutr, 0.320 n 23.6 8.53 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 165 165 915 107 30 30 166 19 W Frmwall,brk4"ext 0.030 a 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 e 23.36 19.02 0 0 0 0 0 0 0 0 G 2 glazing, dr out,, 0.320 e 23.6 25.34 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 0 0 0 0 D 11 PO 0.290 a 21.17 7.09 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 170 150 832 97 0 0 0 0 �-G 2 glazing, dr out, 0.320 s 23.6 10.53 20 20 467 211 0 0 0 0 W Frm wall, brk 4" ext 0.030 s 2.19 0.26 0 0 0 0 0 0 0 0 10B -v 0.320 s 23.36 9.58 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.6 10.53 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 s 23.36 11.74 0 0 0 0 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 0 0 0 0 0 0 0 0 W Frmwall, brk4'ext 0.030 w 2.19 0.26 0 0 0 0 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 0 0 0 0 2 glazing, droutr, 0.320 w 23.6 25.75 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.6 25.75 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.6 26.04 0 0 0 0 0 0 0 0 2 glazing, dr out', 0.320 w 23.6 26.04 0 0 0 0 0 0 0 0 2 glazing, dr outr, 0.320 w 23.6 26.32 0 0 0 0 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.6 26.32 0 0 0 0 0 0 0 0 P 12C -09w 0.000 0.00 0.00 110 110 0 0 0 0 0 0 P Frm wall, 12' gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 F rm wall, 1/2" gyp.b 0.033 2.41 0.19 0 0 0 0 0 0 0 0 11 PO 0.290 n 21.17 7.09 0 0 0 0 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 0 0 0 0 0 0 0 0 C Atticoeiling,aspha 0.027 1.95 1.01 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 278 278 405 0 38 38 55 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, firm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frm flr, 0.020 0.73 0.00 0 0 0 0 0 0 0 0 F Flrfloor,frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 F Flrfloor, frm flr, 0.025 0.91 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -104 -12 Envelope loss/gain 2620 311 887 85 12 a) Infiltration 401 49 180 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 530 1 530 0 0 Applianceslother 300 0 Subtotal (lines6to 13) 3021 1191 1067 107 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 1067 107 -1067 -107 14 Subtotal 4088 1298 0 0 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 4088 1298 0 0 Air required (dm) 163 63 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -fi- wrightsoft 2020 -Jan -2209:01:43 Ri ht-SuiteO Universal 2019 19 0 15 RSUl 6998 ACCP. g Page 16 ...ntent.0utlook\W5BJIN7R\7 3211 QuailStreet.rup Calc =MJ8 FrontDoorfaces: E Page 51 of 59 Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.00m License: CAC54709 Job: 3211 Quail Street Date: January 20th, 2020 By Craig C. Brooks Pian: 3211 Quail Street 1 Room name BS LIVING 2 Dposed wall 34.5 ft 3 Room height 10.0 ft heat1cool 4 Room dimensions 1.0 x 352.3 ft 5 Room area 352.3 ft2 Ty Construdion U -value Or HTM Area (ft') Load Area Load number (Btuh/ft2-°F) (Btuh/fi) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 W Bg wall, heavy damp 0.076 n 5.55 0.65 110 110 610 71 W Frm wall, brk 4" ext 0.030 n 2.19 0.26 0 0 0 0 I ^ �-G 1OB-v 0.320 n 23.36 5.97 0 0 0 0 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 1 1 2 glazing, dr outr, 0.320 n 23.36 8.53 0 0 0 0 2 glazinq, dr outr, 0.320 n 23.36 8.53 0 0 0 0 W Bg wall, heavy damp 0.076 e 5.55 0.65 55 55 305 36 W Frm wall, brk4" ext 0.030 e 2.19 0.26 0 0 0 0 1013-v 0.320 e 23.36 19.02 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 25.34 0 0 0 0 2 glazing, or outr, 0.320 e 23.36 26.32 0 0 0 0 2 glazing, dr outr, 0.320 e 23.36 26.32 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 W Bg wall, heavy damp 0.076 s 5.55 0.65 0 0 0 0 I -G 2 glazing, dr outs 0.320 s 23.36 10.53 0 0 0 0 F rm wall, brk 4" ext 0.030 s 2.19 0.26 0 0 0 0 1013-v 0.320 s 23.36 9.58 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.53 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 10.95 0 0 0 0 2 glazing, dr outr, 0.320 s 23.36 11.74 0 0 0 0 W Bg wall, heavy damp 0.076 w 5.55 0.65 180 180 999 117 W Frm wall, brk4" ext 0.030 w 2.19 0.26 0 0 0 0 1 D-c2ovd 0.650 w 47.45 18.62 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 G 2 glazing, dr outr, 0.320 w 23.36 25.75 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.04 0 0 0 0 2glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 2glazing, droutr, 0.320 w 23.36 26.04 0 0 0 0 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 L -G 2 glazing, dr outr, 0.320 w 23.36 26.32 0 0 0 0 P 12C -09w 0.000 0.00 0.00 119 119 0 0 P Frmwall, 1A2"gyp.b 0.033 2.41 0.19 0 0 0 0 T Frmwall, l/2"gyp.b 0.033 2.41 0.19 0 0 0 0 --D 11 PO 0.290 n 21.17 7.09 0 0 0 0 P Frm wall, stucco ext 0.090 6.57 0.53 61 61 399 32 C Atficceiling,aspha 0.027 1.95 1.01 0 0 0 0 F 21 A -32t 0.020 1.46 0.00 352 352 514 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 F Fir floor, frim flr. 0.025 0.91 0.00 0 0 0 0 F Fir floor, frm fir, 0.020 0.73 0.00 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 F Fir floor, firm fir, 0.025 0.91 0.00 0 0 0 0 F Fir floor, frm fir, 0.025 0.91 0.00 0 0 0 0 6 c)AED excursion -186 Emelopeloss/gain 2827 70 12 a) Infiltration 413 51 b) Room ventilation 0 0 13 Intemalgains: Occupants@ 530 0 0 Applianoes/ofher 1500 Subtotal (lines6 tc) 13) 3241 1621 Less e)demal load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 3241 1621 15 Ductloads -0% 0% 0 0 Total room load 3241 1621 Air required (dm) 130 79 Calculations awroved bvACCA to meet all requirements of Manual J 8th Ed 4 -+4- 2020 -Jan -2209:01:43 Right -Suite@ Universal 2019 19.0.15 RSU16998 Page 17 ACCP\ .ntenLOutlook\V\6BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E g Page 52 of 59 Basement Sur) Riser Job M 3211 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 morgan@morkshopdenver.com WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800510-3280 nianualj@webrepshvac.com riser Scale: 1 : 99 Page 1 Right -Suite@ Universal 2019 19.0.15 RSU16998 2020 -Jan -22 09:02:17 5BJIN7R\7 3211 Quail Street.rup Paoe 53 of 59 1st Floor 7x8 Job M 3211 Quail Street WebReps LLC. Scale: 1 : 99 Performed by Craig C. Brooks for: Page 2 Brad Weiman 1880 82nd Avenue Suite 203 Right -Suite® Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, CO 80211 Phone: 800-810-3280 2020}Jan-22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...5BJIN7R\7 3211 Quail Street.rup morgan@vrorkshopdenver.com Page 54 of 59 SECOND FLOOR Job #: 3211 Quail Street WebReps LLC. Scale: 1 -.99 Performed by Craig C. Brooks for: Page 3 Brad Weiman 1880 82nd Avenue Suite 203 RightSuite@ Universal 2019 4100 Jason Street Vero Beach, FL 32960 19.0.15 RSU16998 Denver, CO 80211 Phone: 800-810-3280 2020 -Jan -22 09:02:17 Phone: 720-746-9240 manualj@webrepshvac.com ...5BJIN7R\7 3211 Quail Street.rup morgan@workshopdenver.com Paae 55 of 59 Manual S Compliance Report Job: 3211 Quail Street p p Date: January 20th, 2020 Entire House By: Craig C. Brooks We6REPS WebReps LLC. Plan: 3211 Quail street 1-800-810-3280 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Cooling Equipment Design Conditions design DB: 91.7°F Sensible gain: 41199 Btuh Entering coil DB: 76.8°F Outdoor design WB: 59.8°F Latentgain: 12422 Btuh Entering coil WB: 61.9°F Indoor design DB: 75.0°F Total gain: 53621 Btuh Indoor RH: 50% Estimated airflow: 1867 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Carrier Manufacturer: Model: 24ABC660B00310+CSPHP6012ALA+59SP5A120E24-22 Actual airflow: 1867 cfm 117000 Btuh Sensible capacity: 43120 Btuh 105% of load Latent capacity: 12880 Btuh 104% of load Total capacity: 56000 Btuh 104% of load SHR: 77% Heating Equipment Design Conditions design DB: -3.0°F Heat loss: 56604 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Carrier Actual airflow: 1867 cfm Output capacity: 117000 Btuh Meets all requirements ofACCA Manual S. Model: 59S P 5A 120E24-22 207% of load * wrightsoft" ^t .... ,,., ..., Right -Suite® Universal 2019 19.0.15 RSU16998 ,4CCK ...ntent0utlookV%5BJIMRV 3211 QuailStreet.rup Calc =MJ8 FrontDoorfaces: E Entering coil DB: 66.7°F Temp. rise: 50 °F 2020 -Jan -22 09:01:45 Page 1 Page 56 of 59 ug' 2020 -Jan -22 09:01:45 WPI Ilt5OTt �;.. Right-Suite®Universal 2019 19.0.15 RSU16998 Page 1 ACCA ...ntent0utlook\Vv5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 57 of 59 Duct System Summary Job: 3211 Quail Street Date: January 20th, 2020 Entire House By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3211 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone 800-810-3280 Email: manualj@waebrepshvac.com License: CAC54709 Project Information For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Heating Cooling External static pressure 0.59 in H2O 0.59 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/ return available pressure 0.282 / 0.078 in H2O 0.282 / 0.078 in H2O Lowest fri cti on rate 0.054 in/100ft 0.054 in/100ft Actual airflow 1867 cfm 1867 cfm Total effective length (TEL) 662 ft ug' 2020 -Jan -22 09:01:45 WPI Ilt5OTt �;.. Right-Suite®Universal 2019 19.0.15 RSU16998 Page 1 ACCA ...ntent0utlook\Vv5BJIN7R\7 3211 Quail Street.rup Calc= MJ8 Front Door faces: E Page 57 of 59 Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (ch) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 335 13 0 0.181 4.0 Ox 0 ShMt 15.5 140.0 st2 BATH 1 h 903 36 30 0.101 4.0 Ox 0 ShMt 48.0 230.0 st1 D BATH h 577 23 8 0.106 4.0 Oxo ShMt 41.5 225.0 st3 BATH 3 h 385 15 6 0.116 4.0 Ox 0 ShMt 62.0 180.0 st2B BEDROOM 1 c 1958 68 96 0.122 5.0 Ox 0 ShMt 40.5 190.0 st1 C BEDROOM 2 h 1534 61 61 0.114 4.0 Ox 0 ShMt 31.5 215.0 st3 BEDROOM 3 c 1675 65 82 0.103 5.0 Ox 0 ShMt 47.5 225.0 st2B BS BAFH h 81 3 0 0.155 4.0 Ox 0 ShMt 16.5 165.0 st2 BS BEDROOM 1 h 4088 163 63 0.148 8.0 Ox 0 ShMt 40.0 150.0 st2A BSLMNG h 3241 130 79 0.175 7.0 Oxo ShMt 11.0 150.0 st1A DINING c 1406 32 69 0.114 4.0 Ox 0 ShMt 33.0 215.0 st3 DRESS3 h 651 26 19 0.110 4.0 Oxo ShMt 56.0 200.0 st2B ENTRY h 829 33 10 0.181 4.0 Ox 0 ShMt 26.0 130.0 st1 GREAT ROOM h 3397 136 124 0.133 6.0 Oxo ShMt 31.5 180.0 st3 GREAT ROOM -A h 3397 136 124 0.151 7.0 Oxo ShMt 36.5 150.0 st3 KITCHEN c 1821 65 89 0.141 5.0 Ox 0 ShMt 55.0 145.0 st2B KITCHEN -A c 1821 65 89 0.120 5.0 Ox 0 ShMt 45.0 190.0 st2B LAUNDRY c 543 14 26 0.122 4.0 Ox 0 ShMt 41.0 190.0 st3 LIVINGROOM c 2599 93 127 0.150 7.0 Ox 0 ShMt 17.5 170.0 st1 B LMNG ROOM -A c 2599 93 127 0.293 5.1 8x 4 ShMt 1.0 95.0 LIVING ROOM -B c 2599 93 127 0.154 7.0 Ox 0 ShMt 22.5 160.0 st1A LIVING ROOM -C c 2599 93 127 0.135 7.0 Ox 0 ShMt 28.0 180.0 st1 B LIVING ROOM -D c 2599 93 127 0.057 6.0 Ox 0 ShMt 66.5 430.0 st5C M BATH h 1374 55 26 0.063 5.1 8x 4 ShMt 57.0 390.0 st5A M BEDROOM c 1876 90 92 0.085 5.0 Ox 0 ShMt 61.5 270.0 st4 M BEDROOM -A c 1876 90 92 0.054 5.0 Ox 0 ShMt 87.5 430.0 st5C M`C h 458 18 17 0.060 4.0 Oxo ShMt 62.5 410.0 st56 MwnC h 760 30 23 0.055 4.0 Oxo ShMt 67.5 440.0 st5C MUD ROOM h 840 34 7 0.075 4.0 Ox 0 ShMt 49.0 325.0 st5 Supply Trunk Detail Table Name Trunk Type Htg (ch) Clg (ch) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st2 PeakAVF 416 348 0.103 748 9.9 8 x 10 ShtMetl st5C PeakAVF 214 242 0.054 725 9.2 8 x 6 ShtMetl st513 st4 PeakAVF 90 92 0.085 412 5.8 8 x 4 ShtMetl st1D st513 PeakAVF 232 259 0.054 777 9.4 8 x 6 ShtMetl st5A st5A PeakAVF 287 285 0.054 738 9.8 8 x 7 ShtMetl st5 st3 PeakAVF 402 413 0.106 675 9.8 8 x 11 ShtMetl st2B PeakAVF 236 285 0.103 732 8.6 8 x 7 ShtMetl st2A st5 PeakAVF 321 292 0.054 722 10.2 8 x 8 ShtMetl st1D st1D PeakAVF 447 414 0.054 732 11.5 8 x 11 ShtMetl st1C st2A PeakAVF 399 348 0.103 653 9.7 8 x 11 ShtMetl st2 st1 PeakAVF 957 980 0.054 705 15.4 8 x 25 ShtMetl st1A PeakAVF 924 970 0.054 727 15.4 8 x 24 ShtMetl SO st1B PeakAVF 701 764 0.054 724 14.1 8 x 19 ShtMetl st1A st1 C PeakAVF 515 510 0.054 713 12.1 8 x 13 ShtMetl st1 B wrightsoft" 2020 -Jan -2209:01:45 Right -Suite® Universal 2019 19.0.15 RSU16998 Page 2 ACCA ...ntentOuBook\MBJIN7R\7 3211 Quail Street.rup Calc =MJ8 Front Door faces: E Page 58 of 59 Return Branch Detail Table W rlght50ft-, 2020 -Jan -22 09:01:45 Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page RCCA ...ntent.0utlook\V\5BJlN7R\7 3211 Quail Street.ruP Calc= MJ8 Front Door faces: E Page 59 of 59 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat Trunk rb2 Ox 0 489 453 144.0 0.054 652 11.9 12x 9 ShMt rb1 Ox 0 1378 1414 61.0 0.128 579 14.9 16x 22 ShMt W rlght50ft-, 2020 -Jan -22 09:01:45 Right -Suite® Universal 2019 19.0.15 RSU1 6998 Page RCCA ...ntent.0utlook\V\5BJlN7R\7 3211 Quail Street.ruP Calc= MJ8 Front Door faces: E Page 59 of 59 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Weather:Denver Intl AP, CO 3211 Quail St 3211 Quail St 121ECC Permit.blg Building Information Conditioned Area (sq ft) Conditioned Volume (cubic ft) Insulated Shell Area (sq ft) Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating Rater ID:0001739 Registry ID: Date: 1/4/2020 Green Your Home The building assemblies and the energy features 3769 listed below have been modeled to demonstrate 50401 compliance with the IECC utilizing the 10781 Prescriptive UA Trade-off Method. The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Prescriptive UA Trade-off Method. At times the energy features listed below will change in the field from what has been input in the analysis. Green Your Home's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-38 Sealed Attic (2036 s.f.) R-0.5 continuous insulation, R-38.0 cavity insulation. Name: Cathedralized Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Sealed Attic: R-38 Sealed Attic (437 s.f.) R-0.5 continuous insulation, R-38.0 cavity insulation. Name: Flat Insulation Grade: 1 II III Face /Inset Comments/ Location Above -Grade Walls [ ] 1. Wall: R-30 2X6 16oc (3597 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: AGW Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Wall: R-30 2X6 16oc (319 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Garage Wall @ Mud Insulation Grade: 1 II III Face /Inset Comments/ Location Windows and Skylights Window -to -Wall Area Ratio: 0.20 REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3211 Quail St 720-628-7290 RaterID:0001739 Denver, CO Colleen Fitz -Gerald Registry ID: Weather:Denver Intl AP, CO Builder Green Your Home 3211 Quail St Workshop Denver Date: 1/4/2020 3211 Quail St 121ECC Permit.blg Windows and Skylights [ ] 1. Window: 0.32, 0.30 (20 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: J 5040 Orientation: South Comments/ Location [ ] 2. Window: 0.32, 0.30 (72 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: A 4680 (2) Orientation: East Comments/ Location [ ] 3. Window: 0.32, 0.30 (41 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: B 2656 (3) Orientation: South Comments/ Location [ ] 4. Window: 0.32, 0.30 (44 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: C 5680 Orientation: West Comments/ Location [ ] 5. Window: 0.32, 0.30 (44 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled LI -factors, describe features: Name: C 5680 Orientation: North Comments/ Location [ ] 6. Window: 0.32, 0.30 (24 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without Labeled U -factors, describe features: Name: D 3080 Orientation: South Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3211 Quail St 720-628-7290 RaterID:0001739 Denver, CO Colleen Fitz -Gerald Registry ID: Green Your Home Weather:Denver Intl AP, CO Builder 3211 Quail St Workshop Denver Date: 1/4/2020 3211 Quail St 12IECC Permit.blg Windows and Skylights [ ] 7. Window: 0.32, 0.30 (14 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: E 7020 Orientation: South Comments/ Location [ ] 8. Window: 0.32, 0.30 (41 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: B 2656 (3) Orientation: West Comments/ Location [ ] 9. Window: 0.32, 0.30 (88 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: F 4666 (3) Orientation: East Comments/ Location [ ] 10. Window: 0.32, 0.30 (88 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: F 4666 (3) Orientation: West Comments/ Location [ ] 11. Window: 0.32, 0.30 (29 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: F 4666 Orientation: West Comments/ Location [ ] 12. Window: 0.32, 0.30 (29 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: F 4666 Orientation: North Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 3 of 9 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Weather:Denver Intl AP, CO 3211 Quail St 3211 Quail St 121ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating RaterID:0001739 Registry ID: Date:1/4/2020 Windows and Skylights [ ] 13. Window: 0.32, 0.30 (16 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1 2666 Orientation: West Comments/ Location [ ] 14. Window: 0.32, 0.30 (23 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: G 2646 (2) Orientation: South Comments/ Location [ ] 15. Window: 0.32, 0.30 (16 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: H 4020 (2) Orientation: South Comments/ Location [ ] 16. Window: 0.32, 0.30 (8 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: H 4020 Orientation: North Comments/ Location [ ] 17. Window: 0.32, 0.30 (34 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: G 2646 (3) Orientation: East Comments/ Location [ ] 18. Window: 0.32, 0.30 (34 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: G 2646 (3) Orientation: West Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Green Your Home Page 4 of 9 Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3211 Quail St 720-628-7290 RaterID:0001739 Denver, CO Colleen Fitz -Gerald Registry ID: Weather:Denver Intl AP, CO Builder 3211 Quail St Workshop Denver Date: 1/4/2020 3211 Quail St 121ECC Permit.blg Windows and Skylights [ ] 19. Window: 0.65, 0.60 OHD (108 s.f., West), U -Value: 0.650, SHGC: 0.600 For windows without labeled U -factors, describe features: Name: 100B 13.5X8 OHD Orientation: West Comments/ Location Doors [ ] 1. Door: Therma-Tru (24 s.f.), R -Value 3.7 Comments/ Location [ ] 2. Door: Therma-Tru (24 s.f.), R -Value 3.7 Comments/ Location [ ] 3. Door: Therma-Tru (80 s.f.), R -Value 3.7 Comments/ Location [ ] 4. Door: Fiberglass R-7.14 (18 s.f.), R -Value 7.1 Comments/ Location Frame Floors [ ] 1. Floor: R-49 (176 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-49.0 cavity insulation. Name: Cantilevers Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Floor: Uninsulated (390 s.f.), Between conditioned space and another (adiabatic) R-0.0 continuous insulation, R-0.0 cavity insulation. Name: Crawl Ceiling Insulation Grade: 1 II III Face /Inset Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Green Your Home Page 5 of 9 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald HERS Projected Rating RaterID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3211 Quail St Workshop Denver Date: 1/4/2020 3211 Quail St 121ECC Permit.blg Slab Floors [ ] 1. Slab: Uninsulated (1466 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Bsmt Floor Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Slab: Uninsulated (390 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Crawl Floor Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 3. Slab: Uninsulated (24 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Entry Floor Insulation Grade: 1 II III Face /Inset Comments/ Location Foundation Walls [ ] 1. Wall: R-13 2x4x24 (767 s.f.), Between conditioned space and ambient/ground R-0.0 interior continuous insulation, R-13.0 interior cavity insulation, R-0.0 exterior insulation. Name: Fin Bsmt Walls Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Wall: R-13 2x4x24 (126 s.f.), Between conditioned space and garage/ground R-0.0 interior continuous insulation, R-13.0 interior cavity insulation, R-0.0 exterior insulation. Name: Fin Bsmt @ Garage Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 3. Wall: R-11 Draped, Full (723 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: UnfFin Bsmt Walls Insulation Grade: 1 II III Face /Inset Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Weather:Denver Intl AP, CO 3211 Quail St 3211 Quail St 121ECC Permit.blg Foundation Walls Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating RaterID:0001739 Registry ID: Date: 1/4/2020 Green Your Home [ ] 4. Wall: R-19 Draped, Full (198 s.f.), Between conditioned crawl space and ambient/ground R-19.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Crawl Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 5. Wall: R-19 Draped, Full (93 s.f.), Between conditioned crawl space and garage/ground R-19.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: Crawl @ Garage Insulation Grade: 1 II III Face /Inset Comments/ Location Rim and Band Joists [ ] 1. Joist: Bsmt/Crawl Rims (177 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Bsmt/Crawl Rims Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 2. Joist: Bsmt/Crawl Rims Gar (38 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Bsmt/Crawl Rims Gar Insulation Grade: 1 II III Face /Inset Comments/ Location [ ] 3. Joist: 1st/2nd Band (215 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st/2nd Band Insulation Grade: 1 II III Face /Inset Comments/ Location Mechanical Equipment [ ] 1. Heating: Fuel -fired air distribution, Natural gas, 95.0 AFUE. Make and Model Number [ ] 2. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Make and Model Number REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 7 of 9 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Weather:Denver Intl AP, CO 3211 Quail St 3211 Quail St 121ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver Mechanical Equipment [ ] 3. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number Mechanical Ventilation System HERS Projected Rating RaterID:0001739 Registry ID: Date: 1/4/2020 [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 90 cfm, 24.0 hrs/day, 12.0 watts. System description (make) Green Your Home Air Leakage Control [ ] Blower Door Test at Final [ ] House is air -sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2520) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA Duct Leakage Code Requirements for IECC 2009 1 ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors — 8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage — 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. Q 1985-2018 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Workshop Denver 3211 Quail St Denver, CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Weather:Denver Intl AP, CO Builder 3211 Quail St Workshop Denver 3211 Quail St 121ECC Permit.blg Duct Leakage Code Requirements for IECC Notes HERS Projected Rating RaterID:0001739 Registry ID: Date: 1/4/2020 Postconstruction Leakage Test: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage — 4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage — 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. z'_44s�' Green Your Home REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 9 of 9 2012 IECC Building UA Compliance Property Organization HERS Workshop Denver Green Your Home Projected Rating 3211 Quail St 720-628-7290 RaterID:0001739 Denver, CO Colleen Fitz -Gerald Weather:Denver Intl AP, CO Builder 3211 Quail St Workshop Denver 3211 Quail St 12IECC Permit.blg 294.0 Green Your Home Elements Insulation Levels This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature Date 4 January 2020 REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. 2012 IECC As Designed Shell UA Check Ceilings: 64.3 68.7 Above -Grade Walls: 196.4 163.9 Windows and Doors: 294.0 312.8 Slab Floor: 0.8 3.6 Floors Over Ambient: 5.8 4.0 Basement Walls: 79.8 81.5 Crawl Space Walls: 16.0 12.3 Overall UA (Design must be equal or lower): 657.1 646.7 Mandatory Requirements Shell UA Check PASSES Duct Insulation R -Value Check (per Section 403.2.1) PASSES Window U -Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Leakage (Section 403.2.2) PASSES Mechanical Ventilation (Section 403.5) PASSES Mechanical Ventilation Fan Efficacy (Section 403.5.1) PASSES Mandatory Requirements Check Box (2012 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5B. (Section 402, International Energy Conservation Code, 2012 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature Date 4 January 2020 REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. RESNET Home Energy Rating Standard Disclosure For home located at: 3211 Quail St City: Denver State: CO 1. �X The Rater or Rater's employer is receiving a fee for providing the rating on this home. Green Your Home 2. NX In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. ❑ The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. ❑ The Rater or Rater's employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed in this home by of: Rater Employer Rater Employer Rater Rater Employer Employer Rater Employer Rater Rater Employer Employer Rater Employer Rater Employer OR is in the business of: Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer Rater Employer 5. ❑ This home has been verified under the provisions of Chapter 6, Section 603 'Technical Requirements for Sampling' of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Colleen Fitz -Gerald Rater's Printed Name Rater's Signature 0001739 Certification # January 04, 2020 Date RESNET Form 0300-2 REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. KORDZIEL ENGINEERING, INC.1— www.kordzielengineering.corn P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 fax 303-216-9292 SOIL AND FOUNDATION INVESTIGATION FOUR PROPOSED RESIDENCES LOTS 1, 2, 3 AND 4 3275 QUAIL STREET WHEAT RIDGE, COLORADO Prepared by: Joseph C. Kordziel, P.E., Principal Q.PD 0 L 0 C. Ko-.. j p a 29994 Prepared for: WORKSHOP DENVER 4100 JASON STREET DENVER, COLORADO 80211 PROJECT NO. 2091 NOVEMBER 6, 2017 TABLE OF CONTENTS TABLE OF CONTENTS 1 SCOPE 2 CONCLUSIONS 2 PROPOSED CONSTRUCTION 3 SITE CONDITIONS 3 INVESTIGATION 4 SUBSURFACE CONDITIONS 4 EXCAVATIONS 6 SITE PREPARATION 7 BUILDING FOUNDATIONS 7 SLAB -ON -GRADE CONSTRUCTION 8 LATERAL LOADS AND SUBSURFACE DRAINAGE 9 SURFACE DRAINAGE 10 LIMITATIONS 10 FIGURE 1 - PROPOSED SITE PLAN AND LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 - LOT 1 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 5 AND 6 - LOT 2 TEST RESULTS (TWO SWELL -CONSOLIDATION TESTS) FIGURES 7 AND 8 - LOT 3 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURES 9 AND 10 - LOT 4 TEST RESULTS (SWELL -CONSOLIDATION TEST, GRADATION TEST) FIGURE 11 - TYPICAL INTERIOR BASEMENT FOOTING DRAIN FIGURE 12 - TYPICAL INTERIOR AND EXTERIOR BASEMENT FOOTING DRAIN Soils and Foundation Investigation Project No. 2091 Page 2 SCOPE This report presents the results of a soils and foundation investigation for four proposed residences to be located at 3275 Quail Street in Wheat Ridge, Colorado. A single family residence exists at the site. The residence is to be removed and replaced with four new lots (Lots 1-4) and a single family residence with a basement and garage proposed on each lot. The test borings and proposed lots are located as indicated on Figure 1. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed construction. The report presents a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our experience. A summary of our findings and recommendations is presented below. CONCLUSIONS 1. Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north -central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. 2. Free water was encountered in all borings at the time of drilling. The borings were checked 9 days after drilling and ground water was measured at a depth of 9.5 feet in TH-1, 9 feet in TH-2, 7.5 feet in TH-3 and at 5 feet in TH-4. Soils and Foundation Investigation Project No. 2091 Page 3 3. The proposed residences can be constructed with a spread footing foundation system bottomed a minimum of 3 feet above ground water on each lot. At the test hole locations indicated on Figure 1, spread footings must be located at a maximum depth of 6.5', 6', 4.5' and 2' on lots 1-4, respectively. Design and construction criteria are presented in the body of the report. If very moist soil is encountered or soils are too soft for heavy equipment access, a minimum of 1 foot of soil over -excavation below foundation elevations and replacement with gravel to stabilize soft, very moist to wet sub -soils and to create a subsurface drainage system for ground water may be utilized. Where old fill material is present, fill material is to be removed and replaced by properly compacted structural fill below the bottom of footing and native soil. 4. The soils are suitable for support of slab -on -grade construction with a low risk of movement or cracking due to expansive soils and/or soil settlement. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. An interior foundation drain (Figure 11) should be installed below basement slab elevations where footings are 4+ feet from ground water; where footings are3-4 feet above ground water, we recommend an interior and exterior foundation drain be installed, as indicated on Figure 12. A vapor barrier is recommended below the slabs on all lots due to shallow ground water. 7. Positive drainage down and away from all foundation walls should be established and maintained at all times. PROPOSED CONSTRUCTION The existing lot is to be divided into four lots with a single family residence with a basement proposed and garage proposed on each new lot. Each proposed residence is assumed to consist of concrete and wood frame construction and relatively light construction loads are anticipated. The foundation depths are to be located a minimum of 3 feet above ground water. SITE CONDITIONS The site has an existing residence to be removed, and is located in an established residential area of Wheat Ridge, Colorado. The locations of the exploratory borings and proposed lot subdivisions are presented on Figure 1. The site has a drainage running from the southeastern portion of the site to the northeastern portion of the site, as indicated on Figure 1. The site slopes gently to the northwest on the east side of the drainage and gently to the Soils and Foundation Investigation Project No. 2091 Page 4 northeast on the west side of the drainage. We understand as part of the site development the drainage is to be filled and re-routed westerly along the southern portion of the site and then northerly along the western side of the site. The site currently has a moderate cover of grasses and weeds with some large, mature trees, particularly near the existing drainage. INVESTIGATION Subsurface conditions were investigated on September 13, 2017 by drilling one exploratory boring on each proposed lot at the locations indicated on Figure 1. The borings were advanced using a 4 -inch diameter continuous flight auger powered by a CME -45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140 -pound hammer through a free fall of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The results of the penetration tests and logs of the materials encountered are presented on the Logs of Exploratory Borings, Figure 2. Samples were returned to the laboratory where they were visually classified and testing was assigned to evaluate the engineering properties of the soil layers. Laboratory testing consisted of gradation test analyses, swell -consolidation testing and moisture -density determinations. The results of the laboratory tests are presented on Figures 2 - 10. SUBSURFACE CONDITIONS Subsurface materials encountered in Test Hole 1 (TH-1, southern lot, Lot 1) consisted of stiff, sandy clay to a depth of 9 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-2 (south-central lot, Lot 2) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to 39 feet, underlain by very hard sandstone bedrock Soils and Foundation Investigation Project No. 2091 Page 5 to the maximum depth explored of 40 feet. Subsurface materials encountered in TH-3 (north - central lot, Lot 3) consisted of stiff, sandy clay to a depth of 6 feet, underlain by soft to medium stiff sandy clay with sand lenses to the maximum depth explored of 20 feet. Subsurface materials encountered in TH-4 (north lot, Lot 4) consisted of 4 feet of sandy clay fill, underlain by soft to medium stiff sandy clay with sand lenses to 36 feet, underlain by very hard sandstone bedrock to the maximum depth explored of 40 feet. The test borings were checked 9 days after drilling and water was present at depths ranging from 5 to 9.5 feet, as indicated on Figure 2. Additional subsurface details are also presented on Figure 2. The geotechnical practice in the Denver and surrounding area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per square foot (PSF), the measured swell is classified as low, moderate, high, or very high. It is important to note that measured swell is not the only criteria for slab - on -grade recommendations and additional factors are considered by the geotechnical engineer when evaluating the risk for slab -on -grade construction. The following table presents the relative classification criteria. The classification criteria is in conformance with guidelines established by the Colorado Association of Geotechnical Engineers (CAGE). Risk Category Percent Swell Under -A- 1000 PSF Surcharge Pressure Low _ 0-<2 _Moderate 2 - <4 High 4 - <6 YeH ig h Greater than 6 Samples at anticipated foundation depths possess a nil to moderate expansion potential with an overall low movement potential. Swell -consolidation test results for samples of sandy clay obtained from TH-1 through TH-4 were as follows: TH-1 at 4 feet (0.3% swell), Soils and Foundation Investigation Project No. 2091 Page 6 TH-1 at 9 feet (0.2% swell), TH-2 at 4 feet (1.4% swell); TH-2 at 9 feet (0.0% swell), TH-3 at 4 feet (2.1% swell) and TH-4 at 4 feet 1.2% swell) when wetted under a surcharge pressure of 1000 PSF. Gradation samples obtained from with a sample from TH-3 at 9 feet and TH-4 at 9 feet contained 67% and 64% fines, respectively. EXCAVATIONS Excavations should not remain open for extended periods of time, permitting wetting or drying of the bearing materials. Moisture changes of the bearing materials may increase the risk for movement. The materials encountered within the anticipated depth of excavations and the anticipated fill materials on site are categorized as Type A to Type B according to the Occupational Safety and Health Administration (OSHA). Based on published OSHA guidelines, the temporary excavations in the Type A soils (native sandy clay above the water table) can have a maximum temporary slope of 0.75:1.0 horizontal: verticaI (H -V) or 53 degrees and the temporary excavations in the Type B soils (fill materials from site grading/preparation) can have a maximum temporary slope of 1.0:1.0 horizontal:vertical (H:V) or 45 degrees. These inclinations are reasonable for the conditions at the site. Exceeding these inclinations will increase the chance of deformation, especially over a long time period. Some localized deformation of the bank may occur, especially during wet weather, loading or with vibrations. Care should be taken when working near the sides of the excavation at all times, and the slopes should be monitored by onsite personnel during construction for evidence of sloughing, bulging or toppling of the sidewalls or cracking at the ground surface. Surcharge loading at the top of the cut by equipment, materials, or vehicles must be avoided, since surcharge loading will increase the risk of caving. Spoils of the excavation must be placed a minimum of 2 horizontal feet from the edge Soils and Foundation Investigation Project No. 2091 Page 7 of the excavation. A geotechnical engineer should observe the completed excavation prior to foundation installation. SITE PREPARATION Organic material and debris should be removed from the foundation area and wasted off site or used for non-structural purposes. Where required, structural fill should be placed in 8 -inch un -compacted thickness lifts and compacted to 95 percent of the standard Proctor maximum dry density (MPD) within 2 percent of the optimum moisture content (OMC). Structural fill is a material that classifies as sand according to the Unified Soil Classification System possessing a silt and clay fraction less than 25 percent, a liquid limit less than 40 and a plasticity index less than 20. Coarse-grained material larger than 3 inches in diameter should not be utilized. Structures supported by insufficiently compacted structural fill may settle. Any fill not utilized for structural purposes should be compacted to 90 percent MPD within 2 percent of the OMC. A geotechnical engineer should review earthwork placement activities. BUILDING FOUNDATIONS The soil below the anticipated residence foundation elevations of 3+ feet above ground water to the existing ground surface elevation at the time of this investigation consists of sandy clay with a nil to low swell potential and one sample with a moderate swell potential. An overall low movement potential exists based on depth of existing stiff sandy clay and depth to ground water. For lots 1-4, residence basement footings should be designed for a maximum allowable bearing capacity of 1500 pounds per square foot (PSF) and residence garage footings should be designed for a maximum allowable bearing capacity of 2000 PSF. Footings are to be Soils and Foundation Investigation Project No. 2091 Page 8 bottomed a minimum of 3 feet above ground water at a maximum depth (from existing grade in the location of the test boring on each lot) of 6.5 feet on Lot 1; 6 feet on Lot 2; 4.5 feet on Lot 3 and 2 feet on Lot 4. Footings should be covered with a minimum of 3 feet of soil for frost protection. Spread footing foundations should be designed and constructed to meet the following criteria. 1. All footings must be supported by native soil or properly compacted structural fill overlying native soil and must be a minimum of 3 feet above ground water elevation. Any soils loosened by the excavation or forming process should be removed from the footing areas prior to structural fill and/or concrete. Soils in the footing excavation should not be allowed to dry excessively. Drying of the soil can increase the movement potential. The footing excavations should be observed by a geotechnical engineer to confirm subsurface conditions. 2. We recommend minimum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads supporting columns. Larger sized or interrupted footings may be necessary depending on structure loads. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. Walls should be reinforced to span an unsupported length of 10 feet. Structural steel reinforcement should satisfy the appropriate building codes and the structural design. 4. Footings must be protected from frost action. Footings should be covered with a minimum of 3 feet of soil for frost protection. SLAB -ON -GRADE CONSTRUCTION The soils encountered include sandy clay with an overall low swell potential. Movement of slabs is possible, but presents a low risk for movement. We recommend con- struction of a structural floor system with a minimum 12 inch void below the floor in finished living areas if the owner is not willing to accept the risk of slab movement. A structural floor system is the only means of preventing floor movement. We do not recommend slab -on -grade construction be used in finished living areas if the owner is unwilling to accept the risk of slab movement. If the owner is willing to accept the risk of slab movement, the slabs can be constructed as "floating" slabs which are free to move in a vertical direction. The slabs should Soils and Foundation Investigation Project No. 2091 Page 9 not be attached to interior or exterior bearing members. Risk for slab movement can be reduced by removal and replacement of subsoils with properly compacted structural fill, as indicated previously in this report. The following design and construction criteria should be used for slab -on -grade construction. 1. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slabs should not be restricted. 2. Slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint should be constructed to allow free vertical movement of the partitions. Slip joints should allow at least 1 inch of vertical movement. 3. Under -slab plumbing should be eliminated where feasible. Where such plumbing is unavoidable it should be thoroughly pressure tested during construction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the furnace and the ductwork. The above design and construction criteria will not prevent movement, but will reduce damage if movement occurs. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade walls must be designed for lateral loads. For "active" conditions, the walls should be designed for an equivalent fluid pressure of 45 pounds per cubic foot (PCF). For "at rest" conditions, equivalent fluid pressures of 55 PCF should be used. These loads do not include swelling pressures, hydrostatic loads or surcharge loads such as sloping backfill or vehicles. Expansive soil should not be used for backfill. In the basement of the structure, a foundation drain should be installed as presented on either Figure 11 or Figure 12, to be determined based on the separation from the basement footing(s) to ground water. The foundation drain will reduce the risk of "wet basement" conditions and the buildup of hydrostatic pressures. The foundation drain should lead to a positive gravity outlet or a sump where water can be removed by pumping Soils and Foundation Investigation Project No. 2091 Page 10 A vapor barrier above the structural fill or soil layer is recommended below the basement slab due to very moist to wet underlying soils. SURFACE DRAINAGE The risk for wetting of foundation soils can be reduced by carefully planned and maintained surface drainage. The following precautions should be observed during construction and be maintained at all times after the structure(s) are completed. 1. Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. 2. Backfill adjacent to foundation walls should be moistened and compacted. Any settlement of backfill after completion of the structure should be repaired and positive drainage reestablished. 3. The ground surface surrounding the structure should be sloped to drain away from the structure in all directions. A minimum slope of 12 inches in the first 10 feet should be achieved and maintained after construction. 4. Roof downspouts and drains for the structure should discharge to the surface well beyond the limits of all backfill. Irrigated landscaping should not be placed within 10 feet of the foundation walls. 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the structure. These membranes trap moisture and prevent normal evaporation from occurring. Geotextile fabrics are a suitable option to control weed growth and allow some evaporation. LIMITATIONS Although the borings were located to obtain a reasonably accurate determination of foundation conditions, variations in the subsoil conditions are possible. If subsurface conditions or the proposed construction differs from those described herein, we should be notified. Excavations should be observed by a representative of our office. The cost of construction observations is not included in this investigation and is billed separately per the Soils and Foundation Investigation Project No. 2091 Page 11 service agreement/proposal. An environmental assessment of the site is outside our scope of work for this project. If we can be of further service in discussing the contents of this report, or in the analysis of the influence of subsurface conditions on the design of the structures, please call. Kordziel Engineering, Inc. JC"ck 3 copies sent, ecopy sent 3275 QUAIL STREET WHEAT RIDGE, CO 3275 Quail Street - Barnharto� ` MR' ai f I SHA ti.rb;tZad r, '& "hall be repla"d with a ti' ccrtiral gutter suz With 5' atlacluJ nmuolitluc siJcW'elk la'alk u, rk ali—M east of t)e, ROW live) I J rl n'Y al-F, titrcct 601%.g' rlttar' of KI)w 32uJ A- fn,ntacc 141'radnI, R(1W' 7A.lelfFse= "`~�` dcdirntion ur stmct micrScctx+n DISCLAIMER NOTICE q"� � er h... dcubtm rm mry )vnwtl a.rsM1rypwn/�wa �anaM ^Wwl.awmr iTmw�m�.ev�P.K,...+naah a. COY OI N'IMfIRl7. Cdv100 �Yq+M,�cntCmOonUAen.erM /'f )SOa W.0 MTA..nr. +..wmewnn rtuaev.C�N..ay..e.. VA<a1R'UY^.CO 80]).600, tare I>.r.nndm ntnnfw nY Nn..�rH ]CatJA 5900 >•e MCry tivAi.t Req. w-�.+yam� W hey [ iclge �tl � yen/ a.nv,rgar. dh,Nwo a.bn�6vr Wrr nrurte,e wwY+.r.., KORDZIEL SCALE: 1" = 100' DATE: 11-3-17 DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. SCALE V= 100' TH-4 TH-3 TH-2 TH-1 50 0 100 PROPOSED SITE PLAN AND LOCATION OF EXPLORATORY BORINGS PROJECT NO. 2091 FIGURE 1 TH-1 TH-2 TH-3 TH-4 o p _ 7/12 14/12 12112 9 4/12 WC = 25.4 WC = 20.0 WC = 12.7 -_ WC = 16,6 5 DD - 96 DD = 110 DID 119 DD 98 9 p . g 9 - 10 09i 8/12 6112 0 3/12 5/12 0 WC=3i3 p WC 303 9. WC 295 WC 356 -_ DD = 91 - DD = 86 -200 = 67 -200 = 64 u F- LL' L L 9 w LL 5 2,/12 4J12 7112 5,i12 w Li 15 D 7112 25 5/12 12112 20 35 �40 rA r 50/1 40-J EXPLANATIONS. ® FILL, CLAY, SANDY, SOFT TO MEDIUM CLAY, SANDY WITH SAND LENSES, SOFT STIFF MOIST TO VERY MOIST. BROWN TO TO MEDIUM STIFF, MOIST TO WET, BROWN DARK BROWN Q CLAY, SANDY.. STIFF, MOIST, BROWN® SANDSTONE BEDROCK, VERY HARD, WET, L_ LIGHT BROWN TO TAN (l XX/XX INDICATES THAT XX BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE �J REQUIRED TO DRIVE A 2.5 INCH O D SAMPLER XX INCHES 9 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN 9 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN NOTES 1 THE EXPLORATORY BORING WAS DRILLED ON 6-24-99 USING A 4 -INCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRILLING RIG. 2 NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 3 WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. KORDZIEL SCALE: NTS DATE: 11-617 LOGS OF EXPLORATORY BORINGS REV. DATE: DES. BY: JCK DRAWN BY JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 2 8 6 O 4 O Cd a 3 x W 7 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-1 at 4` Natural Dry Unit Weight = 96 PCF Natural Moisture Content= 25.4% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 3 8 7 6 5 2 -6 -7 -8 L 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH- I at 9' Natural Dry Unit Weight = 91 PCF Natural Moisture Content = 31.3% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 4 b 6 2 -6 -7 M EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING I 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 4' Natural Dry Unit Weight = 110 PCF Natural Moisture Content= 20.0% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 s 7 6 2 Kom 0.1 NO MOVEMENT UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-2 at 9' Natural Dry Unit Weight = 86 PCF Natural Moisture Content= 30.3% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 6 8 7 6 -6 -7 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-3 at 4' Natural Dry Unit Weight= 119 PCF Natural Moisture Content= 12.7% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 7 100.0 90.0 80.0 70.0 c 60.0 R a 50.0 D Y V a 40.0 30.0 20.0 10.0 0.0 0.01 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.1 1 10 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 33% FINES 67% MOISTURE 29.5% DATE: 11/6/2017 NAME: 3275 quail Street PROJECT NO.: 2091 HOLE / SAMPLE TH-3 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) N/A 100 FIGURE 8 8 7 6 5 -6 -7 -8 4m 0.1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 10 APPLIED PRESSURE - ksf Sample of sandy clay from TH-4 at 4' Natural Dry Unit Weight = 98 PCF Natural Moisture Content = 16.6% 100 PROJECT NO. 2091 SWELL - CONSOLIDATION TEST RESULTS FIGURE 9 100.0 90.0 80.0 70.0 60.0 .y W °' 50.0 e Y i a 40.0 30.0 20.0 10.0 0.0 0.01 KORDZIEL ENGINEERING, INC. Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.1 1 10 Diameter of Particle in Millimeters DESCRIPTION: Clay, sandy GRAVEL 0% SAND 36% FINES 64% MOISTURE 35.6% DATE: 11/6/2017 NAME: 3275 Quail Street PROJECT NO.: 2091 HOLE / SAMPLE TH-4 DEPTH 9' LIQUID LIMIT PLASTICITY INDEX DRY DENSITY (pcf) N/A 10 20 30 40 50 60 70 80 90 100 100 FIGURE 10 I r. SLOPE OF 1/4" PER FOOT FOR FLEXIBLE PIPE QUIVALENT ZIC GRAVEL NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 KO R DZI E L SCALE: NTS DATE: 11-6-17 TYPICAL INTERIOR BASEMENT WALL DRAIN REV. DATE: DES. BY: JCK DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 11 BACKFILL MIRAFI 140N OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) 6"-8" MIN. LEAN WASHED GRAVEL u Q O- o 00 O�Ooo' OO' 7, oa�J�°Q�::: o/Inn WALL INSTALL DRAIN _ ABOVE THIS LINE YETHYLENE SHEETING MIRAFI 14ON OR EQUIVALENT GEOTEXTILE FABRIC (TYP.) s B 12" MIN. L-6"-$" MINIMUM 4 -INCH DIAMETER PERFORATED PVC PIPE MINIMUM CLEAN WASHED GRAVEL SLOPE OF 1/8" PER FOOT FOR RIGID PIPE MINIMUM SLOPE OF I/4" PER FOOT FOR FLEXIBLE PIPE(TYP.) INSTALL DRAIN ABOVE LINE NOTES: I. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW TOP OF SLAB AT HIGH POINT, 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, <3% PASSING #200 KO R DZI E L SCALE NTS DATE. 11-6-17 TYPICAL INTERIOR AND EXTERIOR REV. DATE. DES. BY: JCK BASEMENT WALL DRAIN DRAWN BY: JCK ENGINEERING, INC. PROJECT NO. 2091 FIGURE 12 1*�441 City of ' Wheat psdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: R 1 _ L& CA . General Contractor: FORM WILL N ' flE ACCEPTLD ACCEPTWITH MISSING INFORMATION Company NameCr�lar�c�ir, Contact Phone #: 70 Wheat Ridge Contractor License #: 7 6 Z 10 (required field) hG.n&, CP 1-n(,k Printe Name of Authorize Ag ,jt Z71 -6 Z ignature of Aut o g t Date City of Wheat �idge OMUNjTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 June 8, 2018 OFFICIAL ADDRESS NOTATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 3275 Quail Street NEW ADDRESS: 3211 3239 3267, 3291 Quail Street SUBDIVISION: Quail Creek Estates LOT(s): 1-4 SECTION: 28 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: G7 I DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel@,jeffco.us and edelynko*effco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda j.martineznn,usps.gov and krissyj.summerfieldAusps.gov and arlene.a.vickrey(a,usps.gov and billy.e.cogh, ilI6a usps.gov 8. Xcel Energy, sandra.cardenas(a-),xcelenergy.com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Consolidated Mutual Water District 12. Northwest Lakewood Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w h eatridge.coms DATE: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 0 Inspection Type: _5 c Job Address: Permit Number: C2 Ll No one available for inspection: Time e AM/PM Re -Inspection required: 'Yes No When corrections have been made, schedule for re -inspection online at.- hffpzlAvww.ci.wheatridge.co.ueinspection Date: D- La4 J Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Insnection`Tvne: Job Address: XA1'\ (k ,,,A ,, 5 Permit Number: 00 c9c; t ❑ No one available for inspection: Timefi AM/PM Re -Inspection required: Yes NQ When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. ushnspection Date:�'- V 4 �1 Inspector: DO NOT REMOVE THIS NOTICE