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HomeMy WebLinkAbout3267 Quail Street3Z-�-Qi The City of Wheat Ridge Thins Party Form Check List Property Address GVAiL Sart eA- Permit Number 20-0\I't 1 Permit Issued Date _ 1� • 2t • fox er Information Property Owner Information Property Owner Address ig55- W • soa rr.c u,M,w vo-;z Inspector Informatlon Inspection Company P P Inspector Name Inspector Contact info. . Inspector Statement and Acknowledoement I hearby acknowledge the roof I am inspecting is 6112 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be In compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of at Ridge Polices and Procedure and Manufacturer's recommendatiop9a tions. Inspector: Date: ///7/)9 Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I gime my consent for the listed third -party Inspection company to perform my roof inspection in lieu of the City of Wheat Ridne Bu g D' ' ' inspection. G Propery Owner/Agent: Date: This original document and pe cans, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side x N L s d' •H N 21 a U c C y.) � yN x U G d d z OGn U O b U N wo b1 b H4.) 4.)E-� aw 4.) m Q as c. o F� 00 4-1w 14 0 ) U a 3 'd W 44tri o(d� 3Q ��bQMv "�4+ o W w o G N V Q U d N v� ;6 A 00 a A b U 3Q �U�Z U °'U 'd4 rt 4-) r b VM O ° U o °4 0 U o x-zw U 14 Ul 14 0 3,Na 44 a� USN AL, av,Mr. o 0 A V aadoZ z �'d a 3 A 3 U G0 z a > OaANOa w o z ro 44 u t. zFp.0 w H U m Poo �OCCQO b o U O U 00 om N p' i i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: mak. Job Address: "T ',� a d.,, , ' S Permit Number: C' -k> 1" r, c) V' C ❑ No one available for inspection: Time }eft ` > ' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. ushnspection Date,, �� Inspector: DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY E Approved by: i City Of CC?NAMUl iTy DEVELOPMENT Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29h, 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: 2- 1 4- 1 q PERMIT# ADDRESS: 32U-1 LOT 'L , BLOCK , QU1L. ti L GQEE. ������ SUBDIVISION I 11ereby certify that the elevation and location of the recently constructed structural foundation for the above property desbribed 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: REAR: 1 �J ' SIDE: SIDE: 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 _X Top of foundation subsequent to placement of concrete The setback and elevation Signed Print �9".are identified on the attached exhibit. 6973 rafe� al Surveyor 0 ( LAND n,,,,,,,,,,,��` www.ci.wheatridge.co.us Date G%aJ/9 Rev 11/18 VA W Y�ls.t> 4�l.•rj 3tv�s�( Fcv�►r> tea. EXHIBIT SGat-lam 1"--30' — — — — _!_i 5.00 NOTICE TO SURVEYOR: I. Elevations shall be shown for ALL foundation comers. E 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 the property. S 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. � Ve i r L j 54,9.4° o —� T i NOTICE TO SURVEYOR: I. Elevations shall be shown for ALL foundation comers. E 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 the property. S 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Builders Statement e r t al" nTe e d SAINT GOBAIN 1nsulSafe0"SP Fiber Glass Blowing a, Homeowner Name / Jobsite Name -30"T...Qt-�;l Date Home Address\ `- Installer/Contract 1)AVN ign) Builder (sign) Date Inspected By (sign if required) OPEN ATTIC APPLICATION NO. BAGS PER 1,000SO. FT. NET AREANumber M of bags28.923.520.817.9 MAXIMUM NET COVERAGE MINIMUM WEIGHT MINIMUM SETTLED THICKNESS' THICKNESS Contents of bag should 30 26 13.8 11.8 22 19 9.9 cc In zany Name Date Company Name Date 8.50 vIUL 116.2 Date 7S0 170.4 INITIAL INSTALLED 5.25200.5 MAXIMUM NET COVERAGE MINIMUM WEIGHT MINIMUM SETTLED THICKNESS' THICKNESS Contents of bag should weight per sq.installed not cover more than: (sq. ft.) insulation should not be Installed insulation should not Installed insulation should not less than: (Ibs.lsq. ft.} be less than: (inches) be less than: (inches) 34Z 0.897 21.75 21.75 42.6 48.0 0.727 0.646 18.25 18.25 55.7 0.556 16.50 14.50 16.50 72.5 0.427 11.50 i4.50 --- _ 11.50 101.4 0.306 8.50 vIUL 116.2 0.267 7S0 170.4 0.182 5.25200.5 �7.50 0.155 450 4.50 I nCMIVIAL rt:KI-(JHMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft, of net area for each R -value listed. • The maximum net coverage must not exceed that specified for each R -value. • The insulation must be installed at or above the specified installed thickness for each R -value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the initial installed thickness will result in reduced R -value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. EDB ayS sten is - This form must be filled out and posted to comply with building co de requirements. Meets IRC Sections N1101.3, N1101.41, and N1101.8 requirements. q Irements. The following spray po►yurethane foam product(s) has/have been installed. OC Open -Cell Spray Foam Insulation CC Closed -Ce Spray Foam Insu ation PP Closed -Cell Spray Foam Insulation Consult International Building Code, Chapter 26 -Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements. The pray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistanc. of of. Area insulated Attic Area Aged R -Value Thickness -- Sloped Ceilings R- At inches Walls (Location: R- At inches Wails (Location: ) R- At inches Floors (over an unheated crawls ace pace) ) R At inches Crawl Space Perimeter R At inches Basement Exterior Walls R At inches Other (Location: R At inches * Nominal thicknesses are representative of field, spray -applied Ram material At inches Jobsite Address: t Date of Installation: Building Contractor: - , r�,e Insulation Contractor: _r�,l_ 11-...L, qhs l,.l o,T Phone. - Installed By: �` \ INSULATION CERTIFICATE -DO NOT REMOVE -Please Post Near Electrical Panel - 'est ortioo - west orfloa - -- 0 Spring Stuebnar Road- --- ;pring. TX 77388 p0 Box 6460 - _ .._ : - - 800.221.3626 Phoenix, AZ 85005 o-1 281.350.9000 1.800.289.8272 ax 281.288.6450 Tel 602.269.9711 aa�= BayTI=` Fax 602-269.9115 02008 S.M 5,i., a Fahy 2012 IECC Certificate 3267 Quail St, Denver, CO Building Envelope Insulation Ceiling R-38.5 Above Grade Walls R-30.5 Foundation Walls R-13.0 Exposed Floor R-49.5 Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 2208 Clg: 2208 CFM50 Duct NA Total Duct Leakage 0.04 CFM25 / CFA Window Data U -Factor SHGC Window 0.320 0.300 Mechanical Equipment HEAT: Fuel -fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 13.0 SEER. DHW: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Builder or Design Professional Signature d" REM/Rate - Residential Energy Analysis and Rating Software v15.7.1 RESNET Home Energy Rating Standard Disclosure For home located at: 3267 Quail St City: Denver State: CO 1. NX The Rater or Rater's employer is receiving a fee for providing the rating on this home. Green Your Home 2. 5X 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. F1 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: Rater Employer Rater Employer Rater Employer Rater Employer Rater 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 0001739 Certification # November 07, 2019 Rater's Signature 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. 0 1985-2018 NORESCO, Boulder, Colorado. N L d LL. CA L m C LJ U- -�..o( � V U- a O c v o o 0 .r— 4; W LLJ LL� u o v1 � rn a w > 0 o w n 0 0 LLa N on nom' rn LL VW 4"J Oo WfaN on Ln _ V1 on 1n N 1n Z �-- R ao V- m 0 a a M a Lf)ro c O o u" Z Z w Z � N N w U 0 � L u <C14LL. U U �0 L i Z M .. j 4 -JO " V a0 4 -J > Ln 00 m LLI• 3 0 4_j a -J V U(N? w p C O a O n ' W E � O (a L LU W Z O1 Q cn W -r�� L O .� 0 V N on U QO� 00 N �- � C: Q M E LTJ ry E V Lu Z N N om-J 0 V- O i W x 0) N L d LL. CA L m ai o c c c c On o 0 o 6 p v O Q1 O = u = o v 7 c 3 0011 D m M V 0 C LJ U- a, U- a O o v o o v m 4; LL� u o v1 rn a w > 0 o w n 0 � 0 LLa N on rn o WfaN on 7 V1 on 1n 1n (a OZ o R ao o m o� O a M a Lf)ro c O o u" Z Z w Z � N L w U � L V <C14LL. U U N N N W amj OJI N i M 1n Ln U m O 3 o ui v v U U(N? w p C O a O m V (a Z C) C) 2 M LL Q ai o c c c c On o 0 o 6 p v O Q1 O = u = o v 7 c 3 0011 D m M V 0 11 U C LO L U- a, v o v c v m 4; o u o v1 a O > 0 o w 0 0 � 0 LLa a; on 1n 1n O Ln w ao o m o� O a M a M 7 V• O Z w Z w w w w 11 U C LO L U- v o v v m 4; o u o v1 a > 0 o w 0 � 0 LLa L V � 0 •3 L O u � c c b m a v E c O V m u_ c V � a E C � �0 a� an v OW j N y O N E r t a+ ar 7 Q 3 � ` .Ou O C V an to E 0 c 0-0 r � 3 Lm C m m N Ln C OC�1 L N an O 0L E M r o H v o m � a, a a � m r r E N a d � r al L 0 3 CD o E N c N c an o o � V m V 2 me u u c v c O 0 U a) aJ o !� u� � ro O ui i > O L O � � N O >c LO m m as W Em -o a) L C 'O O ro M 'O N 3 , m m c N v a an c L m w 0 L ro O d C u m v c 3 9 0a) .Z; o W ro N a, O O U c S >1 o on v c > W O m z 0 c v C N 2012 IECC Building UA Compliance Property Organization HERS Workshop Denver Green Your Home Confirmed 3267 Quail St 720-628-7290 11/7/2019 Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Green Your Home Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Final.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, 2012 edition.) Name I Colleen Fitz -Gerald Organization I Green Your Home Signature d" Date 7 November 2019 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: 49.9 53.3 Above -Grade Walls: 304.6 244.5 Windows and Doors: 450.0 455.9 Slab Floor: 2.0 9.5 Floors Over Ambient: 13.2 8.9 Basement Walls: 111.3 119.8 Overall UA (Design must be equal or lower): 931.2 892.0 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 d" Date 7 November 2019 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. Barton Consulting Services, LLC BARTON CONSULTING 9249 S Broadway #200, STE 102 info@bartonconsulting.co 'SERVICES Highlands Ranch, CO 80129 Phone: 303.997.9577 P. E. Schedule Site Observations & Inspections by Text @ 720.458.6658 Feaster Reality August 8, 2019 Attn: Jay Feaster 1415 Park Ave. W. #102 Denver, CO P: 720.891.7916 E: iay(&feasterrealty.com BCS Project #: 18-209 3316-3324 Ames St. (North Building) Wheat Ridge, Colorado RE: Soils Investigation; Cushman Geoscience, LLC Project Number 18-075 Foundation & Structural Design; BCS Design Documents Project Number 18-209 As requested, the following site visits of the aforementioned residential project were conducted The following elements were observed and found to be in general compliance with the referenced design documents; and applicable local and national codes required for this type of construction. UFER/CEG It shall be noted that a UFER/CEG was observed on the foundation wall steel to be installed and located near the northeast corner of the north building. WING WALLS AND BASMENT WALLS AT PORCH- It shall be noted that porch wing walls have been reinforced with (2) #5 top and bottom and #4 at 18" O.C. each way and the front wall section is section B -B. ITEM PASS FAIL DATE TECH INITIALS NOTES Excavation / Open Hole 07/24/19 BY OTHERS — CUSHMAN GEO Foundation Footing X 07/11/19 JEP Partial Foundation Footing Re -OBS X 07/26/19 PMR Final Foundation Wall Steel / UFER X 08/01/19 JEP Wing Walls See Note Above Drain & Dampproofing 107/31/191BY OTHERS — CUSHMAN GEO We trust this letter meets the requirements for the Jefferson County Building Department. Please do not hesitate to contact us if you need additional information on this matter. O�PC 0. 13 c�S, O � 0 Z 46434 -�• 08.08.2019 Reviewed and Stamped By: .•NAl.��O`� Scott D. 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Incomplete applications may not be processed. I Property Address: Property Owner (please print): Phone: > o3 1?9, t s -ms Property Owner Email: F� We-k"AN �f Mailing Address: (if different than property address) Address: L�37 3 () A,<,60 STCLE V City, State, Zip: `bew'flN-/ Cb Submitting Company: U� , 5l P DE jW ut~ 12 Contact Person: Wi✓l� Phone: b S�Z�S Contractor: WDtq5POP Dt NUS C-- Contractors City License #: [ � ()' S U Phone: S U g H-7- � i � (_5 Contractor E-mail Address: IjtN4 tMAN wut�-5�1��'�ULn2,G�✓"` Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Btu's Amps Squares To '�tvL,- F4L Gallons Other Jo,S r:5 I /� Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED of (OWNER) (CONTRACTOR) PRINT NAME: ` "�,,,,S SIGNATURE: � � DATE: DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION Reviewer: BUILDING DEPARTMEN OMMENTS: Revie PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ Workshop Denver 4373 Jason St Denver, CO 80211 303-949-5945 720-746-9240 WO K SA O; O O DESIGN+BUILD We are requesting an alternative method for fire protection in an unfinished basement application. At this point clients do plan on finishing basement at some point in the future. With that being said the option for partial sprinkler system is not a great option from a cost, planning, timing and future proofing perspective. Basis of proposal: ■ 2018 and 2015 International Residential Code (IRC): Sections R302.13 Fire Protection of Floors and R502.1.2 Prefabricated Wood I Joists ■ 2012 IRC: Sections R502.1.4 Prefabricated Wood I Joists and R5013 Fire Protection of Floors ■ ASTM D5055-13el, D5055-13 and D5055-09 recognized by the 2018, 2015 and 2012 IRC, respectively ■ International Code Council Evaluation Service, LLC (1CC-ES) Acceptance Criteria for Prefabricated Wood IJoists (AC14), dated October 2017 9 ]CC -ES Evaluation Report ESR -1405 Proposed Method: We are proposing a method that is accepted in current code Fire protection of floors. The use of mineral wool will be used for the fire protection of floors as an alternative method shown to be in compliance with 2012 IRC r 501.3 by the icc evaluation service. Please see attached evaluation report esr-1405, relevant sections for compliance and installation have been highlighted and indicated within the report. Please see pagell of 12 R302.13 Fire Protection of Floors Floor assemblies, that are not required elsewhere in this code to be fire -resistance rated, shall be provided with a 12 - inch (12.7 mm) gypsum wallboard mem-brane, 5/8 -inch (16 mm) wood structural panel membrane, or equivalent on the underside of the floor framing member. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaire, wires, speakers, drainage, piping, and similar openings or penetrations shall be permitted. We are proposing a fire resistance design as an alternative to dimensional lumber prescribed in exception 4 of the 2012 IRC section R501.3 that has demonstrated equivalent fire performance. Installers can add a 3 -inch -thick layer of 2.5 Ib/ft3 nominal mineral wool fiber insulation to the top of the baRtort%flan a bete b#oists with a mini- mum flange size of 1-1/8 inches thick x 1-3/4 inches wide (see Figure 5). Ineii *J' oi�p¢�tth insulation stay wires spaced no more than 24 inches apart and no more t wW!s,wj b t�se minimum 15 -1/4 -inch, 18 -1/2 -inch, and 23 -inch -wide batts when I -joist spacing is 16 inches, 19.2 inches, and 24 inches on center, respectively. The thickness of the mineral wool insulation can be rARRR(DM6E)f the joist spacing is limited to 16 inches or less. Review fo odeCompliance In conclusion we propose the alternative for fire pro un (ishedbasernent t Jfc s 0V dampener, allows for future work in the ceiling, bu mos pr"g s been tested to mDkethelflarne spread rating for engineered wood in unfinished s an rhe;ss„on<eofon~a,poo,b,o<pbnswe<,ta,,, ono computations shall root be o permit fo , or on approval of, oily vwr000n to any of the provisions of the building rode or or ori r; : ur ^spermits presumM to g1w authority to v(olole or cancer the prowslan of ine fulift eodos or other or6natims of the City shWI not be valid. ESR -1405 I Most Widely Accepted and Trusted Page 10 of 12 1/2 -inch Gypsum Board Attached to Web(a) Floor sheathing I -joist 0 1/2" gypsum board Fastener Installation Requirements at Web Holes • 1 -joist web 0R 1/2" gypsum board 1 -joist web (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (13) I -joist: Installation in accordance with Section 4 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/2 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed 1 inch from the edge of the gypsum board. (C) 1/2 -inch gypsum board: Materials (entire length of 1 -joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 1 inch from edges and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 5—FIRE PROTECTION: %-INCH GYPSUM BOARD DIRECTLY ATTACHED To WEB 1/24nch Gypsum Board Attached to Sides of Flange (a) Floor sheathing I-- ------ -- I-joist 0 1/2' gypsum board Fastener Installation Requirements at Web Holes 7 4 1 -joist web -A OR 1/2" gypsum board 1 -joist web (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) 1 -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/8 inches thick x 1-3/4 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed '% inch from the edge and 1 inch from the end of the gypsum board. Maximum fastener spacing shall be no more than 8 inches on gypsum board above and below the hole. (C) 1/2 -inch gypsum board: Materials (entire length of 1 -joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 1/2 inch from edges and I inch from ends, and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 6—FIRE PROTECTION: '/:-INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE For SI: 1 inch = 25.4 mm DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 0617 33—WOOD I -JOISTS REPORT HOLDER: APA -THE ENGINEERED WOOD ASSOCIATION EVALUATION SUBJECT: PERFORMANCE RATED I -JOISTS ICC 1CC __44* ICC ��) Q":MG C"_ ISTED "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ICC -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 or a 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.'SO"EC 17065 Product Certi(-1— Body 91000 Copyright'o 2018 ICC Evaluation Service, LLC. All rights reserved. ICC -ES Evaluation Report ESR -1405 Reissued December 2017 Revised October 29, 2018 This report is subject to renewal December 2019. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the /ntemational Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 33—Wood I joists REPORT HOLDER: APA—THE ENGINEERED WOOD ASSOCIATION EVALUATION SUBJECT: PERFORMANCE RATED 1401STS ADDITIONAL LISTEES: EACOM TIMBER CORPORATION BOISE CASCADE WOOD PRODUCTS, LLC INTERNATIONAL BEAMS NORDIC STRUCTURES ROSEBURG FOREST PRODUCTS STARK TRUSS COMPANY, INC. 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 International Building Code® (IBC) ■ 2018, 2015, 2012 and 2009 International Residential Code® (IRC) Properties evaluated: ■ Structural ■ Fire resistance 2.0 USES The prefabricated wood 1 -joists described in this report are used as floor joists, roof rafters and blocking to support code -required loads. The wood 1 -joists comply with Section 2303.1.2 of the IBC; and Section R502.1.2 of the 2018 and 2015 IRC, Section R802.1.8 of the 2018 IRC, and Section R502.1.4 of the 2012 and 2009 IRC, for allowable stress design. 3.0 DESCRIPTION 3.1 General: The prefabricated wood 1 -joists described in this report comply with the "PRI -400 Performance Standard for APA EWS 1 -joists," dated April 2012, for the performance rating of prefabricated, performance -rated 1 -joists (PRI) used in floors of residential construction. The standard is promulgated by APA—The Engineered Wood Association. The standard complies with the requirements of the codes specifically referenced in Section 1.0 of this report, and with ASTM D5055 and the ICC -ES Acceptance Criteria for Prefabricated Wood 1 -joists (AC14). PRI -400 also complies with the code sections referenced in Section 2.0 of this report. 3.2 Materials: 3.2.1 Flanges: The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a minimum net width and thickness of 11/2 inches (38 mm), except the minimum flange thickness can be 15/16 inches (33.3 mm) for structural composite lumber. The structural composite lumber used as flanges are recognized in an ICC -ES evaluation report issued to the manufacturer of the structural composite lumber, or are recognized in the ICC -ES evaluation report issued to the 1 -joist manufacturer. The structural composite lumber has a minimum equivalent specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity of 0.42. The top flange is the same size, type, grade and species as the bottom flange. 3.2.2 Webs: The webs have a minimum thickness of 3/8 inch (9.5 mm) and are Exposure 1, exterior -grade, plywood or oriented strand board panels, and comply with DOC PS -1 or DOC PS -2. 3.2.3 Adhesive: The webs are adhered to the flanges with exterior -type adhesive complying with ASTM D2559 and Section 5.4.3 of ASTM D5055. 4.0 DESIGN AND INSTALLATION 4.1 Design: Designed installations of the 1 -joists must be based on the allowable design properties in Table 1. Holes in webs of joists must comply with Figure 1 and Table 2. Where required by Table 1 and the notes to Figure 2, web stiffeners at joist supports must comply with Figure 2. 4.2 Installation: 4.2.1 General: 1 -joists produced by manufacturers listed in this report, or those complying with the requirements of PRI -400 and recognized in a separate ICC -ES evaluation report issued to the 1 -joist manufacturer, must be installed in accordance with this report. The separate evaluation report issued to the 1 -joist manufacturer must indicate the 1 -joists have been evaluated for compliance with this ICC -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 or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. rzmumxu Copyright © 2018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 12 ESR -1405 I Most Widely Accepted and Trusted Page 2 of 12 report, and that they are to be installed in accordance with this evaluation report and the separate report. The I -joist properties in this evaluation report are based on I -joists installed such that the in-service moisture content of the joists does not exceed 16 percent. The compression flange of the joists must have continuous lateral support. In single -span, simply - supported conditions, the compression flange is the top flange of the joist, and lateral support is normally provided by the floor sheathing attached to the top flange. Lateral support for the I -joist bottom flange must be provided at interior supports of multiple -span joists, and the support adjacent to the unsupported end of cantilevered joists. The ends of joists must be restrained to prevent rollover. This restraint is normally provided by diaphragm sheathing attached to the top flange and to an end wall or a shear - transfer panel capable of transferring a force of 50 pounds per foot (730 N/m). Blocking with equivalent strength is permitted to be used. Concentrated loads in excess of 1,500 pounds (6672 N), applied to the top flange of the 1 -joist, require installation of web stiffeners in accordance with Figure 2, except the gap must be at the bottom flange. Blocking or squash blocks must be installed where concentrated loads occur at I joist supports. Spacing for nails installed in sawn lumber flanges of I -joists must be sufficient to prevent splitting of the wood. Allowable loads for nails in solid -sawn -lumber flanges must be in accordance with the allowable loads specified in the applicable code for spruce -pine -fir with a specific gravity of 0.42. Spacing for nails installed in SCL flanges of joists must be sufficient to prevent splitting of the wood. Allowable loads for nails installed in SCL flanges must be in accordance with those in the applicable code for solid - sawn lumber with a specific gravity of 0.42. Fastener type and fastener penetration into the top flange of the I joist, for fasteners attaching subfloor sheathing or combination subfloor/underlayment to the I -joist, must comply with the requirements of the applicable code. For engineered design, the designer must specify the proper I joist designation and flange configuration to match the calculation assumptions. 4.2.2 One-hour Fire -resistive Floor -ceiling Assemblies: I -joists produced by manufacturers listed in this report, or complying with the requirements of PRI -400 and recognized in a separate ICC -ES evaluation report issued to the I -joist manufacturer, may be used as wood structural framing members in one-hour fire -resistive floor -ceiling assemblies when the assemblies are constructed in accordance with Sections 4.2.2.1 through 4.2.2.4 of this report. 4.2.2.1 Assembly 1: The assembly must be as described in Figure 3. 4.2.2.2 Assembly 2: The I joists are permitted to be used in lieu of the wood joists or trusses in the one-hour floor - ceiling assemblies described in ICC -ES evaluation report ESR -1338, and described in item 21-1.1 of 2018, 2015 and 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3). Minimum flange dimensions for the joists are 1.5 inches (38 mm) for width and 15/16 inches (33 mm) for thickness. The thickness of wood structural panels for the floor must not be less than 1/2 inch (12.7 mm), nor less than required by the applicable code. 4.2.2.3 Assembly 3: The assembly must consist of a single -layer floor of minimum 3/4 -inch (19.1 mm) tongue - and -groove plywood, or minimum 23/32 -inch (18.3 mm) tongue -and -groove APA wood structural panels (exposure 1 or exterior -grade), conforming to DOC PS -1 or PS -2, or an ICC -ES evaluation report, with kjoists spaced up to 24 inches (610 mm) on center; and a ceiling of two layers of '/2 -inch -thick (12.7 mm), Type C gypsum board [two layers of 5/8 -inch -thick (15.9 mm), Type X gypsum board must be used for installations using I -joists flanges smaller than 11/2 by 13/4 inches (38 by 44.5 mm)] applied to the bottom chord. Minimum flange dimensions of the I joists are 15 /16 inches by 11/2 inches (33 mm by 38 mm). The floor sheathing must be installed in accordance with code requirements or with applicable ICC -ES evaluation reports, with all butt joints located on framing members. The first layer of gypsum board must be attached with 15 /8 -inch -long (41.3 mm), Type W screws spaced up to 12 inches (305 mm) on center. The second layer of gypsum board must be installed with the joints staggered from the first layer and must be fastened with 2 -inch -long (51 mm) [21/4 inches (57 mm) long for 5/8 -inch (15.9 mm) gypsum board], Type W screws spaced up to 12 inches (305 mm) on center in the field and up to 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long [13/4 inches (44.5 mm) long for 5/8 -inch (15.9 mm) gypsum board], must be spaced up to 8 inches (203 mm) on center and up to 6 inches (152 mm) each side of the butt joint. The second layer must be finished with joint tape and compound. Resilient channels are permitted to be used as part of the ceiling attachment system, provided they are spaced up to 16 inches (406 mm) on center. The resilient channels are permitted to be spaced up to 24 inches (610 mm) on center, if I -joists are spaced up to 16 inches (406 mm) on center. The channels are fastened perpendicular to joists with 1 -inch -long (25.4 mm), case -hardened -steel, 0.15 -inch -diameter -shank (0.38 mm), self -drilling, self - tapping, Phillips -head screws. The ceiling must be attached to the resilient channels as described above, except 1 -inch (25.4 mm), Type S screws and 15/e -inch (41.3 mm), Type S screws must be used for the first and second layers, respectively, spaced at up to 12 inches (305 mm) on center. When used as a roof -ceiling assembly, the decking is permitted to be any wood deck specified in the code, and the I -joist spacing is permitted to exceed 24 inches (610 mm) on center. However, when the I -joist spacing exceeds 24 inches (610 mm), the ceiling attachment system, including the resilient channels, must be applied to stripping spaced up to 24 inches (610 mm) on center. The attachment to the stripping is similar to the previously described attachment to the joists. The stripping must be either nominal 2 -by -4 -inch, construction -grade Douglas fir lumber [for spans of up to 5 feet (1524 mm)] attached to the bottom chord with two 10d box nails, or material and attachment of equivalent strength. 4.2.2.4 Other Fire -resistive Assemblies: The I -joists described in this report may be used in the assemblies described in 2018, 2015 and 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3), Item Numbers 23-1.1 through 28.1.1, and Item Number 30-1.1 (2018 and 2015 IBC only), provided the I -joists used meet the criteria described in the table's "Floor or Roof Construction" column. For the purposes of the minimum flange area requirement of 2.3 square inches (1480 mm2) in Item Number 23-1.1, a ESR -1405 I Most Widely Accepted and Trusted Page 3 of 12 1'/2 -by -1'/2 -inch (38 mm by 38 mm) flange having, a cross- sectional area of 2.25 square inches (1450 mm ) may be considered sufficient. 4.3 Fire Protection of Floors: The 1 -joists described in this report, when installed and protected as specified in Figure 4, meet the provisions of 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3. The 1 -joists described in this report, when installed and protected as specified in Figures 5 through 9, are alternatives to the 2 -by -10 dimensional lumber prescribed in 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3 Exception 4, and have met the requirements for a floor assembly demonstrating equivalent floor performance. 5.0 CONDITIONS OF USE The Performance Rated 1 -joists described in this report comply with, or are 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 1 -joists must be produced by a manufacturer listed in this report or must be evaluated in a current ICC -ES evaluation report issued to the 1 -joist manufacturer. 5.2 The design and installation must comply with this report and the wood design provisions noted in the applicable edition of the National Design Specification® for Wood Construction (NDS) referenced in the applicable code. 5.3 Drawings and design calculations demonstrating compliance with this report must be submitted to the building official. The drawings and calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 No cutting of 1 -joist flanges is permitted. 5.5 The 1 -joists must be produced at the manufacturing plants noted in Table 3, under a quality -control program with inspections by ICC -ES and APA—The Engineered Wood Association (AA -649). 6.0 EVIDENCE SUBMITTED 6.1 PRI -400 Performance Standard for APA–EWS 1 -joists, dated April 2012. 6.2 Data verifying compliance with the ICC -ES Acceptance Criteria for Prefabricated Wood 1 -joists (AC14), dated October 2017 (Editorially revised May 2018). 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC -ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018). 6.4 Reports of fire tests conducted in accordance with ASTM El 19. 7.0 IDENTIFICATION 7.1 The I -joists must be identified by a stamp indicating the product designation, the evaluation report number (ESR -1405), the manufacturer's name, and the name and logo of the inspection agency (ICC -ES and APA—The Engineered Wood Association). 7.2 The report holder's contact information is the following: APA—THE ENGINEERED WOOD ASSOCIATION 7011 SOUTH 19T" STREET TACOMA, WASHINGTON 98466 (253)565-6600 www.apawood.ora help(&apawood.ora 7.3 The additional listees' contact information is the following: EACOM TIMBER CORPORATION 1195 PEOPLES ROAD SAULT STE. MARIE, ONTARIO P6C 3W7 CANADA BOISE CASCADE WOOD PRODUCTS, LLC POST OFFICE BOX 2400 WHITE CITY, OREGON 97503-0400 INTERNATIONAL BEAMS 240 SOUTH PINEAPPLE AVENUE, SUITE 510 SARASOTA, FLORIDA 34236 NORDIC STRUCTURES 1100 DE LA GAUCHETIERE STREET WEST, SUITE 504 MONTREAL, QUEBEC H3B 2S2 CANADA ROSEBURG FOREST PRODUCTS POST OFFICE BOX 1088 ROSEBURG, OREGON 97470 STARK TRUSS COMPANY, INC. 6855 CHESTNUT RIDGE ROAD NW BEACH CITY, OHIO 44608 ESR -1405 I Most Widely Accepted and Trusted Page 4 of 12 TABLE 1 -DESIGN PROPERTIES FOR APA EWS PERFORMANCE -RATED WOISTS' For SI: 1 ft = 305 mm; 1 inch = 25.4 mm; 1 Ibf = 4.448 N. 'The tabulated values are design values for normal duration of load (10 years). All values, except for EI, VLC and K, are permitted to be adjusted for other load durations in accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS, but are not permitted to be increased for shorter durations. Reference design bending stiffness (EI) of the I -joist. 3The reference design moment (Mr) of the I -joist must not be increased by any repetitive member use factor. 4Reference design shear (Vr) of the 1 -joist. sThe reference design reactions (Rr), after being adjusted by the load duration factor, Co, must meet the following requirement: Rr (CD) < Fc,(Cb)(bbr9)(Lb19) Where: Fel = Reference compression design value perpendicular to grain (Ibf/inz). Use the lesser of the Fc_L for the 1 -joist flange (refer to manufacturer) or the FL for the supporting member. Cb = Bearing area factor as defined in Section 3.10.4 of the NDS, if applicable. bb,g= Bearing width of the 1 -joist (in). Typically equal to the flange width minus 0.15 inch edge easing (refer to manufacturer). Lb, = Bearing length of the 1 -joist (in). 6Intermediate reaction design values are based on a minimum bearing length of 31/2 inches, without web stiffeners. 7Interpolation of end reaction design values between tabulated bearing lengths is permitted, with or without bearing stiffeners. 8/ertical load capacity (VLC), for transfer of vertical uniform loads when I -joists are used as continuously -supported blocking. 9Deflection calculations must account for shear deformation, using the tabulated reference shear stiffness coefficient (K). For example, deflections of I -joists under uniform load or center -point load in simple -span applications are calculated as follows: Uniform Load: 5 = 56j 14 + O)QZ Center -Point Load: b = Pe' + 2P2 384E1' K' 48ET K' Where: 6 = Calculated deflection at center span (inches). t = Design span (inches) EI' = Bending stiffness, adjusted per NDS Section 7.3 (Ibf-in 2). w = Uniform load (Ibf/in). K' = Shear stiffness coefficient, adjusted per NDS Section 7.3 (Ibf). P = Center point load (Ibf). Rr(5) (Ibf) JOIST DEPTH (in) JOIST SERIES EI(2) x10 z (Ibf-in) M,(3)Vr(4) (Ibf-ft) (Ibf) VLC(") K(96 x10 (Ibf) Intermediate Reaction End Reaction 1414" Bearin 4" Bearing(Ibf/ft) Web Stiffeners? No Yes No Yes PRI -20 132 2,520 1,120 1,700 830 830 1,120 1,120 2,000 4.94 PRI -30 159 3,225 1,120 1,905 945 945 1,120 1,120 2,000 4.94 9'/2" PRI -40 184 2,735 1,120 2,160 1,080 1,080 1,120 1,120 2,000 4.94 PRI -50 186 3,800 1,120 2,040 1,015 1,015 1,120 1,120 2,000 4.94 PRI -60 219 3,780 1,120 1 2,160 1,080 1,080 1,120 1,120 2,000 1 4.94 PRI -20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 6.18 PRI -30 271 4,170 1,420 1,905 945 945 1,420 1,420 2,000 6.18 PRI -40 313 3,545 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 117/8' PRI -50 316 4,915 1,420 2,040 1,015 1,015 1,420 1,420 2,000 6.18 PRI -60 371 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 PRI -70 416 6,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 6.18 PRI -80 518 6,940 1,420 2,760 1,280 1,280 1,420 1,420 2,000 6.18 PRI -90 571 8,770 1,925 3,355 1,400 1,400 1,885 1,925 2,000 6.18 PRI -40 459 4,270 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI -50 463 5,860 1,710 2,040 1,015 1,015 1,550 1,710 2,000 7.28 14" PRI -60 544 5,895 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI -70 609 7,865 1,710 2,335 1,160 1,160 1,550 1,710 2,000 7.28 PRI -80 756 8,360 1,710 3,020 1,280 1,280 1,550 1,710 2,000 7.28 PRI -90 832 10,460 2,125 3,355 1,400 1,400 1,885 2,125 2,000 7.28 PRI -40 625 4,950 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI -50 630 6,715 1,970 2,040 1,015 1,015 1,550 1,970 2,000 8.32 16" PRI -60 739 6,835 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI -70 826 9,010 1,970 2,335 1,160 1,160 1,550 1,970 2,000 8.32 PRI -80 1,024 9,690 1,970 3,020 1,280 1,280 1,550 1,970 2,000 8.32 PRI -90 1,126 11,985 2,330 3,355 1,400 1,400 1,885 2,330 2,000 8.32 For SI: 1 ft = 305 mm; 1 inch = 25.4 mm; 1 Ibf = 4.448 N. 'The tabulated values are design values for normal duration of load (10 years). All values, except for EI, VLC and K, are permitted to be adjusted for other load durations in accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS, but are not permitted to be increased for shorter durations. Reference design bending stiffness (EI) of the I -joist. 3The reference design moment (Mr) of the I -joist must not be increased by any repetitive member use factor. 4Reference design shear (Vr) of the 1 -joist. sThe reference design reactions (Rr), after being adjusted by the load duration factor, Co, must meet the following requirement: Rr (CD) < Fc,(Cb)(bbr9)(Lb19) Where: Fel = Reference compression design value perpendicular to grain (Ibf/inz). Use the lesser of the Fc_L for the 1 -joist flange (refer to manufacturer) or the FL for the supporting member. Cb = Bearing area factor as defined in Section 3.10.4 of the NDS, if applicable. bb,g= Bearing width of the 1 -joist (in). Typically equal to the flange width minus 0.15 inch edge easing (refer to manufacturer). Lb, = Bearing length of the 1 -joist (in). 6Intermediate reaction design values are based on a minimum bearing length of 31/2 inches, without web stiffeners. 7Interpolation of end reaction design values between tabulated bearing lengths is permitted, with or without bearing stiffeners. 8/ertical load capacity (VLC), for transfer of vertical uniform loads when I -joists are used as continuously -supported blocking. 9Deflection calculations must account for shear deformation, using the tabulated reference shear stiffness coefficient (K). For example, deflections of I -joists under uniform load or center -point load in simple -span applications are calculated as follows: Uniform Load: 5 = 56j 14 + O)QZ Center -Point Load: b = Pe' + 2P2 384E1' K' 48ET K' Where: 6 = Calculated deflection at center span (inches). t = Design span (inches) EI' = Bending stiffness, adjusted per NDS Section 7.3 (Ibf-in 2). w = Uniform load (Ibf/in). K' = Shear stiffness coefficient, adjusted per NDS Section 7.3 (Ibf). P = Center point load (Ibf). ESR -1405 I Most Wide/yAccepted and Trusted Page 5 of 12 Rules for cutting holes in the webs of PRI Joists: 1. The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2. 2. 1 -joist top and bottom flanges must NEVER be cut, notched, or otherwise modified. 3. Whenever possible, field -cut holes should be centered vertically along the depth of the web. 4. The maximum size hole that can be cut into an 1 -joist web must equal the clear distance between the flanges of the 1 -joist minus 1/4 inch. A minimum of inch should always be maintained between the top or bottom of the hole and the adjacent [-joist flange. 5. The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location. 6. Where more than one hole is necessary, the distance between adjacent hole edges must exceed twice the diameter of the largest round hole or twice the size of the largest square hole (or twice the length of the longest side of the longest rectangular hole) and each hole must be sized and located in compliance with the requirements of Table 2. 7. Knockouts may be utilized anywhere they occur, and may be ignored for purposes of calculating minimum distances between holes. 8. A maximum 11/2 -inch -diameter hole can be placed anywhere in the web (including along cantilevered spans) provided that it meets the requirements of 6 above. 9. Except for factory knockouts and maximum 11/2 -inch -diameter holes (see note 8 above), the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction (measured horizontally along the I joist). 10. All holes must be cut in a workman -like manner in accordance with the restrictions listed above and as illustrated in Figure 1. 11. Limit 3 maximum size holes per span. 12. A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them. -- Minimum distance from face of support to the center of hole. See Table 2. -- See Rule 12 ----- ( - - - 3/4x -� ---------'------------ ------ �� :------- ' �diameter`� 1 2x diameter of larger hole Knockouts are prescored holes often provided by 1 -joist manufacturers for the contractor's convenience to install electrical or small plumbing lines. They are typically 1-3/8 to 1-3/4 inches in diameter, and are spaced 12 to 24 inches on center along the length of the 1 -joist. Where possible, it is preferable to use knockouts instead of field -cutting holes. FIGURE 1—TYPICAL HOLES ESR -1405 I Most WideiyAccepted and Trusted Page 6 of 12 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST WEBS, SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSF1,43'4.5 For 51: 1 tt = 3U5 mm; 1 inch = 25.4 mm. 'Tabulated values apply where I joists are spaced 24 inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole. 3Distances in this chart are based on uniformly loaded joists. 4Tabulated values are based on the allowable spans given in PRI -400, which assume the 1 -joists act compositely with glued and nailed floor sheathing (See APA PRI -400). For multiple -span applications, the lengths of end spans must be at least 40% of the adjacent span length. 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size, joist spacing, span and loading conditions. The I joist shear capacity at the location of a circular web hole, Vfi, is calculated using the following equation: Vfi = Published Shear Value x [(Joist Depth – Hole Diameter) / Joist Depth]. 6SAF = Span Adjustment Factor, used as defined below. OPTIONAL: Table 2 is based on the 1—joists; being used at their maximum span. If the 1 -joists are placed at less than their full allowable span, the minimum distance from the centerline of the hole to the face of any support (D) as given above may be reduced as follows: D La"' x D atl°�atl = SAF Where: Dda.d = Distance from the inside face of any support to center of hole, reduced for less -than -maximum span applications (ft). The reduced distance must not be less than 6 -inches from the face of support to edge of the hole. Lac,ai = The actual measured span distance between the inside faces of supports (ft). SAF = Span Adjustment Factor given in Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If SAF Is greater than 1, use 1 in the above calculation for Lama' SAF MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE (ft - in.) JOIST JOIST Round Hole Diameter (in.) DEPTH (in) SERIES SAFE 2 3 4 5 6 61/4 7 8 85/e 9 10 103/4 11 12 123/4 PRI -20 13'-1" 0'-7" 0'-11" 2'-2" T-6" 5-0" 5'-5" PRI -30 13'-9" 0'-9" 2'-0" T-3" 4'-7" 6'-1" 6'-6" 9'/Z" PRI -40 14'-4" 0'-7" 1'-8" T-0" 4'-4" 5'-9" 6'-3" PRI -5014'-S" VA" 2'-4" 3'-8" 5'-0" 6-6" 6'-11' PRI -60 15'4" 1'-7" 2'-10" 4'-2" 5'-7" T-1" 7'-6" PRI -20 13'-5" 0'-7" 0'-8" 0'-8" 0'-9" 1'-11" 2'-4" T-7" 5-8" T-0" PRI -30 15'-0" 0'-7" 0'-8" 0'-8" 1'-9" 3'-4" T-9" 6-0" 6-10" 8'-0" PRI -40 16'-7" 0'-7" 0'-8" 1'-2" 2'-5" T-9" 4'-1" 5'-1" 6'-8" 7'-11- 117/ . PRI -50 16'-1" 0'-7" 0'-8" U-11" 2'-5" 4'-1" 4'-6" 5'-9" 7'-7" 8'-10" 8 PRI -60 17'-10" 0'-7" 1'-9" T-0" 4'-4" 5'-9" 6'-1" 7'-2" 8'4- 9'-10" PRI -70 18,-5" 0'-7" 1'-2" 2'-5" T-9" 5'-2" 5-7" 6'-11" 8'-10" 10' -l. - PRI -80 19'-7" 1'-8" T-0" 4'-3" 5'-7" T-1" T-5" 8'-7" 10'-2" 11'-4" PRI -90 20,-2" 0'-7" 0'-8" 1'-1" 2'-9" 4'-6" 5'-0" 6-5" 8'-5" 9'4" PRI -40 18'-3" 0'-7" 0'-8" 0'-8" 0'-9" 1'-10" 2'-2" T-2" 4'-7" 5'-5" 6'-0" 7'-7" 9' -4 - PRI -50 16'-1" 0'-7" 0'-8" U-8" 0'-9" 0'-9" 1'-0" 2'-5" 4'-4" 5'-T' 6-5" 8'-7" 10'-5" 14" PRI -60 19'-9" 0'-7" 0'-8" 0'-8" 1'-7" T-10" T -X 4'-6" 6'4" T-4" 8'-1" 10'-0" 11'-8" PRI -70 18'-6" 0'-7" 0'-8" 0'-8" 0'-11" 7-6" 2'-11" 4'-2" 5'-11" T-0" T-10" 10'-1" 12'-0" PRI -80 22,-2" 0'-7" 1'-9" T-0" 4'-4" 5'-8" 6'-1" T-1" 8'-7" 9'-7" 10'-3" 11'-11" 13'-5" PRI -90 22'-10" 0'-7" 0'-8" 0'-8" 2'-1" T-8" 4'-1" 6-4- T-1" 8'-3" 9'-0" 11'-0" 12'-7" PRI -40 19'-8" 0'-7" U-8" 0'-8" 0'-9" U-9" U-10" 1'-5" 2'-9" T-7" 4'-1" 6-6" 6'-7" T-0" 8'-9" 10'-9" PRI -50 16'-1" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" U-10" U-10" U-10" 1'-9" 2'-6" 4'-6" 6'-0" 6'-7" 9'-3" 11'-7" 16" PRI -60 19'-9" 0'-7" U-8" 0'-8" 0'-9" 0'-9" U-10" 1'-10" 3'-6" 4'-6" 5'-2" 6-11" 8'-6" 9'-1" 11'-5" 13'-4" PRI -70 18'-6" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" U-10" 1'-0" 2'-11" 4'-1" 4'-10" 6-11" 8'-7" 9'-1" 11'-6" 13'-5" PRI -80 23'-11" 0'-7" 0'-8" 0'-8" 1 1'-7" 2'-11" 3'-3" 4'-6" 6'-2" T-3" T-11" 9'-9" 11'-3" 11'4- 13'-11" 15'-7" PRI -90 25'-3" 1 0'-7" 0'-8" 0'-8" 0'-10" 2'-3" 2' 8" T-10" 5'-5" 6'-5" T-1" 8'-10" 10'-2" 10'-8" 12'-11"14'-10" For 51: 1 tt = 3U5 mm; 1 inch = 25.4 mm. 'Tabulated values apply where I joists are spaced 24 inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole. 3Distances in this chart are based on uniformly loaded joists. 4Tabulated values are based on the allowable spans given in PRI -400, which assume the 1 -joists act compositely with glued and nailed floor sheathing (See APA PRI -400). For multiple -span applications, the lengths of end spans must be at least 40% of the adjacent span length. 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size, joist spacing, span and loading conditions. The I joist shear capacity at the location of a circular web hole, Vfi, is calculated using the following equation: Vfi = Published Shear Value x [(Joist Depth – Hole Diameter) / Joist Depth]. 6SAF = Span Adjustment Factor, used as defined below. OPTIONAL: Table 2 is based on the 1—joists; being used at their maximum span. If the 1 -joists are placed at less than their full allowable span, the minimum distance from the centerline of the hole to the face of any support (D) as given above may be reduced as follows: D La"' x D atl°�atl = SAF Where: Dda.d = Distance from the inside face of any support to center of hole, reduced for less -than -maximum span applications (ft). The reduced distance must not be less than 6 -inches from the face of support to edge of the hole. Lac,ai = The actual measured span distance between the inside faces of supports (ft). SAF = Span Adjustment Factor given in Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If SAF Is greater than 1, use 1 in the above calculation for Lama' SAF ESR -1405 I Most Widely Accepted and Trusted Page 7 of 12 Requirements for web stiffeners: 1. Wood Structural Panel web stiffeners must be placed on each side of the I -joist web at: a) Hangers with side nailing b) Hangers with a side, which do not support top flanges of 1 -joist. c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the I -joist between supports, or in the case of cantilever, anywhere between the cantilever tip and the support. d) At exterior supports in engineered applications where concentrated loads cause exterior reaction loads to exceed 1,550 pounds. 2. Web stiffeners must be made of Utility grade SPF (south) or better for lumber and/or Sheathing grade or better for wood structural panels. Flange width greater than Tigl 1-3/4' No *- 2'1fNo 1/8'- 1 /4' Gap ' 2' 1 Gap '5/32' x 25/,6" minimum width Clinch 8d nails, 25/,6" OR r'14' Od required 1" x 25/16" minimum width (4) Sd nails for I-'oists with 3-1th flange Stark Truss Company, Inc. clinched width ±2 _ No Gap Gap See below for web stiffener size requirements CONCENTRATED LOAD (Load stiffener) �ht 1� No Go FIGURE 2—PRI I -JOIST WEB STIFFENER CONSTRUCTION DETAILS Web stiffener size required END BEARING (Bearing stiffener) I -JOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11/2, '5/32' x 25/,6" minimum width 13/4' 19/32" x 25/,s" minimum width 25/,6" 1" x 25/,6' minimum width 21/2" 1" x 25/16" minimum width 3'/2' 11/2' x 25/16" minimum width For SI: 1 mcn = Lb.4 mm. TABLE 3—MANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road, Sault Ste. Marie, Ontario P6C 3W7, Canada Boise Cascade Wood Products, LLC 1000 North Park Drive, Roxboro, North Carolina 27573 70 Rue Industrielle, St. Jacques, New Brunswick E7B 1T1, Canada International Beams 480, Rue Jocelyn -Bastille, CP 10, Pohenegamook, Quebec GOL 1JO, Canada 10 Rouse Street, Tillsonburg, Ontario N4G 5W8, Canada Nordic Structures 521, Chemin Merrill, C.P. 216, Chibougamau, Quebec G8P 2K7, Canada Roseburg Forest Products 4500 Riddle By -Pass Road, Riddle, Oregon 97469 Stark Truss Company, Inc. 6855 Chestnut Ridge Road NW, Beach City, OH 44608 ESR -1405 I Most Widely Accepted and Trusted Page 8 of 12 C 1 Z i j 3- I T oM 11i 1 i FIGURE 3—ONE-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING ASSEMBLY (Ceiling—one layer of %-inch or 5/8 -inch gypsum wallboard, attached to furring channels spaced 24 inches on center) 1. Single Floor – APA Rated Sturd-1-Floor wood structural panels (Exposure 1 or Exterior) with tongue -and -groove edges and conforming to APA Standard PRP -108, PS 1 or PS2, with thickness, span rating and fastening in accordance with code requirements or ICC -ES evaluation reports (minimum 23/32_inch nominal thickness). Installed with long dimension of panel (strength axis) or face grain of plywood perpendicular to joists with end joints staggered. The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498 (APA Specification AFG-01). The construction adhesive must be applied to the top flanges of 1 -joists and perimeter framing using a nominal '/4 -inch diameter bead of adhesive, with double beads applied where panel end joints butt. A nominal %-inch diameter bead of adhesive also is applied in the groove of tongue -and -groove edges of panels before joining panels together. 2. Finish Flooring – Approved lightweight concrete floor topping (02 inches) or proprietary gypsum concrete floor topping optional over single floor, installed in accordance with an ICC -ES Evaluation Report. Minimum thickness of gypsum concrete topping is /4 inch with kjoists spaced maximum 19.2 inches on center, or 1 inch with I -joists spaced 24 inches on center. 3. Wood Structural Members – Minimum 91/2 -inch deep wood I -joists spaced maximum of 24 inches on center, installed in accordance with requirements of this report. Top and bottom flanges, minimum size 11/2 -inch x 21/2 -inch LVL or 11/2 -inch x 2'/2 -inch lumber; minimum web thickness 3/8 inch. Minimum 2 inches bearing on supports. Holes may be cut in web of I -joist as permitted by this report. 4. Insulation – 1 -inch -thick unfaced mineral wool batt insulation (minimum 6 pounds per cubic foot density) must be placed under the bottom flange of I joists and supported on furring channels. Edges of the insulation batts must be tightly buffed against the furring channel support clips and adjoining insulation batts, and ends must be located over furring channels. 5. Furring Channels – Inverted hat -type channels,'/8-inch deep x 25/8 -inches wide, formed of minimum 0.021 -inch thick (25 gage) galvanized steel. Channels must be installed perpendicular to I -joists in continuous rows spaced 24 inches on center. Channels must be attached to the bottom flange of each I joist with one support clip (Simpson Strong -Tie Co. Type CSC) at each crossing. Support clips must be nailed to I -joist flange with one 11 gage (0.1205 -inch diameter) x 11/2 -inch nail. At locations of end joints of gypsum wallboard, install double row of channels, centered 02 inches from panel ends. Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining panels. Channel splices must be centered under the 1 -joists and overlapped a minimum of 6 inches, and tied together with double strand of No. 18 SWG galvanized steel wire near each end of overlap. 6. Wallboard, Gypsum – Approved 1/2 -inch or 5/8 -inch proprietary Type X gypsum wallboard, 48 inches wide, installed perpendicular to furring channels (parallel to I joists) with end joints continuous or staggered. Fasten to furring channels with 1 -inch or 1'/e -inch Type S drywall screws spaced 12 inches on center. Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard, and must be located 11/2 inches from panel ends and a maximum of 6 inches from panel edges. The wallboard must be: National Gypsum Fire -Shield Type C gypsum wallboard, U. S. Gypsum Fire Code C gypsum wallboard. 7. Finishing System (not shown) – Exposed face layer joints must be covered with tape and joint compound, and screw heads must be covered with joint compound. ESR -1405 I Most Widely Accepted and Trusted Page 9 of 12 1/2 -inch Gypsum Board Attached to Bottom of Flangeta,b,dt Floor sheathing O -joist O - ri = 1/2" gypsum board O —yam - -- or 5/8" wood structural panel Crawl Space Exception (b) In accordance with Exception 2 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel -fired appliances do not require membrane protection. j Floor sheathing 0 { - - -- I -joist O Automatic Sprinkler Exception(`) In accordance with Exception 1 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection. Li -- Floor sheathing Q -joist O -_ Automatic sprinkler system O (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Max. 24 inches on center spacing. Applicable to all flange sizes. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1/2 -inch gypsum board: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 or equivalent. 1x3 (nominal) wood furring strips are permitted to be installed perpendicular to the bottom flange of the I -joists at 16 inches on center provided that the gypsum boards are directly attached to the furring strips using 1 -1/4 -inch (32 -mm) Type W drywall screws at 12 inches 305 mm) on center. Gypsum board not required to be finished with tape and joint compound; or /a -inch wood structural panel: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503.2 or equivalent. Wood structural panel not required to be finished with wood filler or sanded. (D) Automatic sprinkler system: System in accordance with Section P2904 of the 2018, 2015 and 2012 IRC, NFPA 13D, or other equivalent sprinkler systems. Notes: (a) in accordance with Exception 3 of the 2018 and 2015 IRC Section R302.13 and the 2012 IRC Section R501.3, portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet. 2) Fire blocking in accordance with 2018, 2015 and 2012 IRC Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. (b) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements. (c) In accordance with 2018, 2015 and 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements. (d) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 4-2018, 2015 AND 2012 IRC FLOOR ASSEMBLY DETAILS For SI: 1 inch = 25.4 mm ESR -1405 I Most Widely Accepted and Trusted Page 10 of 12 '/2 -inch Gypsum Board Attached to Web(at Floor sheathing Q — 1 -joist O i 1 1/2" gypsum board O Fastener - T Installation Requirements at Web Holes _.._. __ _-_ Hoist web � y OR 1/2" gypsum board O _._...__.--_. 1 -joist web � j I (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/2 inches thick x 2 inches wide. Minimum web thickness of inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed 1 inch from the edge of the gypsum board. (C) 1/2 -inch gypsum board: Materials (entire length of 1 -joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 1 inch from edges and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 5—FIRE PROTECTION: %-INCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB '/24nch Gypsum Board Attached to Sides of Flange(') Floor sheathing Q 4 t-rt . 1 -joist O f 1/2" gypsum board O— I� - I �- Fastener Installation Requirements at Web Holes 1 -joist web k h OR 1 /2" gypsum board O 1 -joist web (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) 1 -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-'/8 inches thick x 1- 3 /4 inches wide. Minimum web thickness of 3/e inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed '/= inch from the edge and 1 inch from the end of the gypsum board. Maximum fastener spacing shall be no more than 8 inches on gypsum board above and below the hole. (C) 1/2 -inch gypsum board: Materials (entire length of I joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 1/2 inch from edges and 1 inch from ends, and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 6—FIRE PROTECTION: %-INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE For SI: 1 inch = 25.4 mm ESR -1405 1 Most Widely Accepted and Trusted Page 11 of 12 Mineral Wool Insulationla) (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/6 inches thick x 2 inches wide. Minimum web thickness of 3/6 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool batt insulation: Minimum 2.5 Ib/ft3 (nominal) and 3 -inch -thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant) installed as shown with insulation stay wire supports spaced no more than 24 inches apartaQdaq more than 4 inches from ends of batts. Use minimum of 15 /4 -inch-, 181/2-, and 23 -inch -wide insulaton batt when I -joist spacing is 16 inches r 19.2 inches and 24 inches on center, respectively. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 7—FIRE PROTECTION: MINERAL WOOL INSULATION 1/2 -inch Gypsum Board(o) 19.2 inches maximum Floor sheathing Q �T- 1-joist O Gypsum board length �J (see below) l-- - --- 1 /2" gypsum board Joist spacing (in.) Required length for gypsum boards (in.) 12 11-1/8 t 1/8 16 15-1/8 ± 1/8 -- 19.2 18-1/4 ± 1/8 Note: Gypsum board lengths shown above provide at least 1/4" bearing on the top of the bottom flange in each 1 -joist as installed. (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 1-1/6 inches thick x 2 inches wide. Minimum web thickness of 3/6 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1 -layer of /2 -inch -thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards, installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/16 inch between the edge of the gypsum and the I -joist web shall be permijted. Note: Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 8—FIRE PROTECTION: %4NCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE For SI: 1 inch = 25.4 mm ESR -1405 I Most Widely Accepted and Trusted Page 12 of 12 518 -inch Gypsum Board') 24 inches maximum ---. Floor sheathing Q Hoist O — - j' Gypsum board length �. (see below) I - 5/8" gypsum board O Joist spacing (in.) Required length for gypsum boards (in.) 12 11-1/8 ± 1/8 16 15-1/8 ± 1/8 19.2 18-1/4 ± 1/8 ---- 24 23-1/8 ± 1/8 - - - Note: Gypsum board lengths shown above provide at least 1/4" bearing on the top of the bottom flange in each 1 -joist as installed. (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1-1/8 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1 -layer of 5/8 -inch -thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards, installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/18 inch between the edge of the gypsum and the I -joist web shall be perrniited. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 9—FIRE PROTECTION: 5/, -INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE For SI: 1 inch = 25.4 mm e � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: fy') ' 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. ushnspection Date: !A--"1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r Inspection Type: Job Address: —a Permit Number: 1. \ ` 0"7.Z-­� ❑ No one available for inspection: Time! 11-N °-N 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: -k -i - � (-I Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ( , Inspection Type: o--( j Job Address: w Permit Number: ❑ No one available for inspection: Time�7DA /PM Re -Inspection required: Yes r When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.un Lcfioh--x---.�, Date: 1 Inspec "-"- DO NOT REMOVE THIS NOTICE Inspection Type: Job Address: Permit Number: .CITY OF WHEAT..RIDOE Building -Inspection Division (303) 235-2855 Office N ❑ No one available for inspection: Tire' AM/PM Re -Inspection required: YesNo„1- "When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspectin_ Date: Inspect,. DO NOT RWOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r -y -\c C\_1 Job Address: PermitNumber: IJ No one available for inspection: Time AM/PM Re -inspection required: Yies,,i � No When corrections have been made, schedule for re -inspection online at: http.-IAvww, ci. wheatridge.co. uslinspection Datej 1 ' �; '\C�i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 32 U-) Permit Number: -4 do E-:::� O ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:_" ` 1C.. Inspector: > DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:.-` '� w C m Job Address:-: Permit Number: 4 d 0 't -ELL 0 TL-) ❑ No one available for inspection: Time 1 1:2CJ AM/PM Re -Inspection required: Yes INo0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 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.: 190047E Date: 3/29/19 Mr. Brad Weiman Foundation Reinforcing Observation 3267 Quail Street, Wheat Ridge, Colorado March 21, 2019 (303) 940-0996 Fax (303) 940-1718 An observation of the pad steel bars was conducted at the subject location on the date indicated. The pad reinforcing bars were placed in general compliance to the foundation plan prepared by Gerard Enterprises, Inc., for the subject site. Please contact us if you have any questions concerning this observation or when we can be of further assistance. Gerard Enterprises, Inc. e Weitz taff Inspector =-o: 108 cc �. ems, Gerard VUdiser;'?. . Project Engineer rn a .x u lial a .a a O L a � CL CC7 C c � �h u � a 0 c .r LLn Z7 E V O a a cA Lai. 0 cn C }, - 4- ti Q C) N 0 cu �- -ts 0 40 42 M fp � Ct0 M c :2c c m = U MO 0 0 to -0 a U > c E v �' 0 u c o " o a > c "C LI 0 NW 4,1 C. �. a L zs .00 c l� ° v d V i 0- a � c ro o6 C1 CL W in to C "D .m m a cr- m 0 L A 0 0 w a E E W W -0 -0 o � 0 O m co Q0 i co CD N tL1 C N () Q) 0) IJ YJ V! H ti .m c co Oa �.a L C CCl a c 0 a. a c m c 0 a CL ro c 0 U co �I N L C cz t`- co co a +r U a C. .E a 0 H N a i a C" 0 d. 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C3 O N � a: .� O o, o� O -+ 4U o C4 (-D 00 �4- N 00O O O O a) � Cd Q con a, o C) UEn O Cd z O M a� •� c� �. �• 7�4 O O ch Q Q d 42 44-01 H bA 1 ` U Cd 00 Y TT Vl O T O O � � C7 C'7 O O v X (z LL i LLJa� a� U Co o O 00 O Q U a) U) O i co ^Q W � }, cn W 7C) (13O rr cz a� LO 00 N O s, 00 a O Q o o U d N O h y 3�Q O A - 00 0) ATA Vl 1` O T O O � � 'R C7 O O cz LL i uj ro L O O co 0 (6 70 cz Q a) U) 00 O .� co Q _o Z3 CO W o co 0 rr N LO (3 "' ci vi N coo El N N U r—+ U N t7 � N 3 o -d 1 to Ri N ;J cd S�, to tb O S (U to Cd Nco p O cn cd N 3: C/1 M bA �" U U +'�--' • � � ^fly � 00 p S O C } 4- O U 4 'cn cd� In v � cd i a V y W� O aj N 7d 1n N c4-4 ¢73 �w a.0 ci vi N coo El N N U r—+ N t7 a co ao AT 1 O T O O C7 R O O .� x LL i Q) LU i Cn o O O O vi C/) o i cY) Q N �--� Cl) W z cz O Ir i LO C") cD � o •3 N � •3 H 42 O U rn O V U � N cn N 2 a; Cd N N bA U —tNoN ti 4-i , U by4-4 s w 0 o 0 O N 4 }� O m �' uU O - + o 7� N— bA O ^O � O O N U to cd +� O .� w � z (1)4.1 � O a N � 00 ci cn N Q U cu O U q) y cd N cC�i� b y U 4-1 bA N M s, > 4C O ' cn cn Q i%Q O Qr4"-1 Gerard Enterprises, Inc. 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.: 190021 Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation 3267 Quail Street, Wheat Ridge, Colorado February 2, 2019 (303) 940-0996 Fax (303) 940-1718 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 be of further assistance. Gerard Enterprises, Inc. i i �_nn Veitzel--' Staff Inspector Gerard A. Meiser, P.E. Project Engineer 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:✓yam Job Address: Permit Number: d o (c-, ❑ No one available for inspection: Time 1j. d `-� AM/PM Re -Inspection required: (9� &0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Z' a2 ' ` 1 Inspector: DO NOT REMOVE THIS NOTICE d i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - rl 5 Job Address: Permit Number: c" 1 C Fly. C. tti ' tt C L e �v i4 I ry, ( r" 1' ❑ No one available for inspection: Time AM/PM r� Re -Inspection required:) When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 `_�,' \ 5 Inspector: DO NOT REMOVE THIS NOTICE e ®®s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Eg Job Address:'t-` Permit Number: rx r. ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:- ��� rr inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ( �, � c , Job Address: 7 _Z jy- k Permit Number: �? 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: _� J1 ` - V Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ? %, Permit Number: r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 4 r Inspector:; DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V. m Q, r� Job Address: 31- Permit Number: )o I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-) ' i _ 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT'RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �y ❑ No one available for inspection: Time Re -Inspection required: Yes 6N--) When corrections have been Date: T at 303-234-5933 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: sl- Permit Number: c -3 Vi ()Ck ❑ 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: �� I �� Inspector: �w 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:y Permit Number: 6' y) ❑ No one available for inspection: Time A i J AM/PM r Re -Inspection required: Yes ,100 When corrections have been made, call for re -inspection at 303-234-5933 Date: L' , D 4� ' 4 � inspector: DO NOT REMOVE THIS NOTICE s � i i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: <� � 1 �, �1 "'i �— -- Job Job Address:2 Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: LP ` -) ( " Inspector: �> DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ZS�- Permit Number: c_�, ❑ No one available for inspection: Time,.! I ;,' AM/PM Re -Inspection required: %Yes No When corrections have been; made, call for re -inspection at 303-234-5933 Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE __:��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: DU -`i C-) c, 1 d ❑ No one available for inspection: Time' AM/PM Re -Inspection required -_,, ,y4 VNo When corrections have been made, call for re -inspection at 303-234-5933 Date: (,-,(I . y -� ' i5 -Inspector: DO NOT REMOVE THIS NOTICE i fITY OF WHEA-t RIDGE � wilding Inspection Division (303) 234-5933 Inspection line �(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE i Inspection Type:, . S. Job Address: Permit Number:��a t % i ❑ No one available for inspection: TimePelM/�M L� Re -Inspection required: Ye No 7 When corrections have been made, call for re -inspection at 303-234-5933 Date:—, - �� ',' Inspector: %�__._ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE_,, Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time( Re -Inspection required:"Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:_4 f�� Inspector:-- - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Buildir g lnspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � 7 C) 41— JobAddress: Permit Number: 1_--Z17 ❑ No one available for inspection: Time -4'L ' AM/PM � Re -Inspection required: Yes=s�No` _�/ When corrections have been made, call for re -inspection at 303 -234 - Date: ' � Inspector: �---- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE �B) uilding Inspection Division (33)0 'U!" 3 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: jD t U \ON c; c\ o r c, YL),, Job Address: 2 L -fn , t 5 k- i Permit Number: cP C> IF`2 (�22:25 U No one available for inspection: Time AM/PM Re -inspection required: e No When corrections have been made, call for re -inspection at 303-234-593 Date: -7, i 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rN-\ w s Job Address: Permit Number: P -c, kat �—({ f-' ✓ J(r' � l Y'a i� ❑ No one available for inspection: Time,"-/-( AM/PM Re -Inspection required: Yes So .f When corrections have been made, call for re -inspection at 303-234-5933 i Date: j, I� Inspector: DO NOT REMOVE THIS NOTICE Gerard Enterprises, Inc. 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.: 190021 Date: 2/15/19 Mr. Brad Weiman Foundation Footing Observation 3267 Quail Street, Wheat Ridge, Colorado February 2, 2019 (303) 940-0996 Fax (303) 940-1718 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 be of further assistance. Gerard Enterprises, Inc. eitzel Staff Inspector Gerard A. Meiser, F.E. Project Engineer 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: � 5 (rf I N a Yi e Gtr Job Address: ?>7- Qf7 (:, . � 5 1 - Permit Number: d 0 ) 0 q_1 17 i ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—d / ` Inspector: 9 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:�?1b 4 l`� v Permit Number: ❑ No one available for inspection: Time i 1 AM/PM Re -Inspection required: YesAlc--' When corrections have been made, call forre-inspection at 303-234-5933 Date: Inspector ' �( DO NOT REM E THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201802279 PERMIT NO: 201802279 ISSUED: 12/27/2018 JOB ADDRESS: 3267 Quail St EXPIRES: 12/27/2019 JOB DESCRIPTION: New 2 story, single family home, finished basement - 5,941 sq ft; attached 809 sq ft garage; 6,750 sq ft total *** CONTACTS *** FEES Total Valuation OWNER (720)746-9240 BKB GROUP LLC 3,142.13 Use Tax GC (720)746-9240 Brad Weo,am 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 (303)520-6395 Jim Navidad 160254 EPC Heating Cooling * * * PARCEL INFO * * * ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 3,142.13 Use Tax 14,767.52 Permit Fee 4,834.05 Engin. Review Fee 150.00 ** TOTAL ** 22,893.70 *** COMMENTS *** USE: UA / Unassigned BLOCK/LOT#: / PROJECT VALUATION: 703,215.00 *** 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. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, 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. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Prior to issuance of a CO, two (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. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve 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 n signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally 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. ourQc.. , 6 o,r.— \ 2 / e2-.-7 / 18 ire of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This pen -nit 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. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of aI] required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app] ica ode or any 9inance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. \��'—V FOR OFFICE USE ONLY City of Date: li{!u i1 -�q"`WheatRj, jge COMMUNITY DEVELOPMENT P/an/Permtt# Building & Inspection Services Division C�14v/ V 7500 W. 291' Ave., Wheat Ridge, CO 80033 Plan Review Fee:13JO�13 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3267 Quail St 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/Enaineer• Work Shop Denver / STRUCTURAL: GERARD ENTERPRISES, INC. Architect/Engineer E-mail: sarah @workshopdenver.com Contractor: Workshop Denver - Brad Weiman City of Wheat Ridge License #: 180180 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(p/ease 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 # 160254 Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL 0 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. 5,941 habitable square footage with 809 sf of attached garage. Reference material for the approved engineering for the "minor subdivision", Quail Creek Estates. Commercial Projects Only: Occupancy Type: Sq. FULF Amps BTUs Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 703,215 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) o OWNS CONTRACTOR) ' Signature (first and last name): DATE: 0815/18 Printed Name: Sarah Barr - ork Shop Denver ZONING COMMMENTS: Reviewer: "j A i� r6 BUILDING DEPARTMENT COMMENTS: Reviewer. 11�6— 7r- / 18 DEPARTMENT USE ONI_ ChvvqLA A^- 2-1 Z6 pll J (-) 5� P AQP/ OCCUPANCY CLASSIFICATION: P-3 CONSTRUCTION TYPE: 1 .tom PUBLIC WORKS COMMENTS: �f 07-4=T4a Rap, A �:EV+ T� Reviewer: bpaZ, OcJ' II Ar accoo1p0 ter/ED aW Ak> Building Division Valuation: G e 51J*4-Zd- RE, a City of W heat -Midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 102 tit 4er — Location of Construction: 32-4 7 4,g1L. 57leARZ-7- Purpose of Construction: SFb Single Family <f Commercial Multi-Family Development Review Processing Fee: ................................................ $100.00 $ .12>d. OC7 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ q� CommerciaUMulti-Familv Review Fees: Fees include reviews of the I" and 2°d submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ • Traffic Impact Study Review Fee: .................................................... $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 31a submittal (%z initial review fee): .................................................... $300.00 $ 4t' 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): $I 1_,5D. bo 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. www.ci.wheatridge.co.us Rev 09/18 City of SINGLE FAMILYIDUPLEX W heat -Midge BUILDING PERMIT APPLICATION REVIEW PUBLIC WORKS Date: O Rh l L/ 8' Location: M&-7 PV_4 1— 57W-4 " ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a s/.rt/Gt.� 2'c�f"�IL S� L�t✓G[L/.�,�Cs located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: ✓Yes No b. Site drainage/grading plan have been reviewed and are: ..�6K NOT OK; refer to stipulations. 2. ✓ Public Improvements required & to be completed with project: a. street paving/patching: w- Yes No Completed b. curb & gutter: w --Yes No Completed c. sidewalk: a-�Yes No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ AeA 3. ✓ Does all existing roadway/alley R.O.W. meej the standards of the City: &/- Yes No If not, what is required? A A1� 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. V"' 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. pef d fib' Signature David F. Brossman, P.L.S. Date 5. )ik NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature David F. Brossman, P.L.S. Date 6. _Z Stipulations: F-ge-r-42V.. 7a ��T.4Gslaz72> 24�Q'vi R&_5h44 PL,75 Fd -Z- TW-aE. �_F�cG4-lr..f-T/D�J L�XCLNS/D/l.i ��%s 7. J,/ 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. 8. V 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 W heat Midge PUBLIC WORKS 09/11/2018 QUAIL CREEK ESTATES BUILDING PERMIT— 3267 Quail Street/Chaldekas 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 lots 1-4 and the southern property line of lot 4. No excavation shall be allowed for structures within the 30' drainage and utility easement. 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 30' Utility and Drainage Easement area 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 WTHIN 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. Notes for 3267 Quail Street-Chaldekas SFD BPA.docx =_ J) `t'_----_LLz ac �e �e---':Laeasee-m"' ui • I _ I `5"ORM a I'' QUAIL STREET I , I �` -I------- ------ --1----' ---- I ---L'' ------- --- --1 S -Ni fW --- --�.\ ccr ii , 1 11 � t*43p - 0 0` Z ..---'�-�IfE71T Im6E t •� � �p-\�` � _ � _{�-'�.�.n)��s j�' � i'� 1_ . _ _ �"� __ '•--�� j �`if 0 0 _! � »\,0 �IIIEi(�b' ❑ (� -- `!il lll`. -'`'- �.,..- '_ _- � - - _ I �"/i I l u .'-'�\ I � I iJ I II I � V -. / 1 •• ,1ti — f _ I ` � � 1... ( I `, 7 d I I ,sc.. s • II 11 i !h e - - •3116 19 I j 35 A0N /� LiRIfiNAL YAL f•. ?Q 4o1p7 61u ♦ i axlulloN I 1 f ❑tj }! it � � I 1s'avEL. � ` ' � TI � 1 1 � I I 1 _ _ ! 4 1 aim &a ` \ I � I lit i I -- _ - oriel a �UJ I es,r I1 III - '"" oRAR+a( 1 a I / �i. 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DNT 49 - shalt li' Lft� art.... ; SLT3� _ OROPM babe If HOPE�- i — .._. NO. 5"17 Ir HOPE OFANOITT ow ' C=ETFO W UA II W 1f K3= B'7 STIMMAIL E11G1W 10 1M0 47.77IF • Lm NP' WE m , ^ !p L // 1(=T On M W!IW Pel M-11504-111M-11504-111P�W' 6 FIM 4" J + D i N . 5 NK OUT (tPf s0724a7a sns @oua�"x 6 sCRAID n =s. RILI . MAN OR 5sa13 .E7FLT46 Im sm OUTSN2fU - oleo i I � NOTES 60" & 12" HDPE PROFILE - SDI H:1"=3O'V:I"-3' 4+00 ;fo `r00 404 ISM r 2m L SERVICE DIVIDES AID UWTT MAIN TRIMB 91AIL BE CMACIM THINNO WT 11E OPII OF TWO AS SIM BY HIE SOLS ENGINEM 2 III E EVA1TO S SIM ON TIE PIAN AND PROFILE 9EI5 ARE APFRGRHATE ONLY AO AM N0T TO BE TAIEN AS RK EUMVIOS.. THE PPE4E OORRACTOR SWO 410111 1PPROIaIAIMY THE TOP ONE (1) FORT M BE AOIISIFD EVER IP G1 WIN N OWER TO MATCH FINAL PAVWU MEIIATIO R. W RAIOLN AOASI ENT TO FINAL. GRAM Is TE1TE n21 NOES RUN CQIGETE I111s I DISTANCE FOR 51001 ORM IM ARE RE HORIMNIAL DISTANCE KrAm C9111FR w IAwOE mcum O umm m 11 NSBNCE =1111 ON THE PLANS ARE APPROIIIATE AND N0O VARY NE W VFAIi'AL AVOW. 1 CWMACrOR 10 GM 10 A DEPM SM AP -RAP TO ALLOW 1W ICP OF l All 10 OL AT INE FN1#O GU0F5 AS SIpE1L S TIE COIMWM SOIL OOITACT THE UMM NOWrA= CNIER G C0.0M AT LEAST 48 HONE PRIOR TO COMSTRICIOL CALL BIN. 5. NO 0=6 FOR OENEM OR 00 FAMM 9LNL ODOR WHIN UFIVE FEET OF 1R PROPERTY BOINVART. ANY IDac THAT ADO= FROMM SOIL ROM YETIEN APRVV4. AND/Ot A TEFroRAar caR51IReTTG1 IA4IEIIT FSTaN1 THE oILNw 0 ' PR1AF10! 7. ALL GRAN LINES ARE CLASS I FUND OO7 OONC EM PIE 171FS5 O11ERNSE KIM li FOR TO 90. 70 FOR 5! AND 5 NOT RAIWE DETAILS R. ADS NIR PFE W BE NISTAM PER AOS WWUFACMAFA RFCGOOIAT10N3 FOR PIE N 9ROURG C0I10U1 7+0 7_W 'dajfg SIM PLAN Mam CATeoaram? 011ANNBY: RL CHECKED BY: Nµ STORM PLAN & PROFILE - SD1 08 OF20 V=30' a� � b Mill w '^ Vl Z F— Z 0 X a. 00 Z W>� cr :D U c Q O Z m BB17-006 A. 51424 - CCPYIUGW2W RENYON: SIM PLAN Mam CATeoaram? 011ANNBY: RL CHECKED BY: Nµ STORM PLAN & PROFILE - SD1 08 OF20 V=30' Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 2 J A \ L, S- -- Zoning: 12 - Lot Size: �'� 1 5 sq. ft. Lot Width: 10-5 ft. Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: o(JAiLo{., Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Z-5 % 593-7, sq. ft. Existing Improvements (footprints): Proposed Improvements (footprints): House: sq. ft. House/addition: 3 2Q 2 sq. f} Shed: sq. ft. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: -113 sq. ft. Total Existing sq. ft Proposed+Existing '3-7 ► S sq. ft Lot Coverage % Lot Coverage 23.(o % Required Setbacks: FR 0 S S R _� Provided Setbacks: FR S �_ S �-� R L tA For additions or new construction, is the structure within 2 feet of minimum setbacks? �s If yes, add surve ing conditioyfND. Maximum Height: ft. Maximum Size: �% �. sq. ft. Proposed Height: A, ft. 17-,--, Mkt Proposed Size: S sq. ft. Does the bulk plane apply? (Y/N) _ If yes, does it meet on all sides (Y/N): FR ''� S ` " S -- R..y.., (See 26-642 and 26-120.C.1 —applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amou t in ADG. tkI w �tJl3a U�s�vr� Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots New development Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... I �l C-�" �' s U C c -v2 r•J h For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter 05 -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) ❑ 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 are at least 30 feet apart, measured from the interior edges. ❑ 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 stet frontage is required. Frontage of lot - width of driveway) / 70 = �'� (round up for required trees) Street trees required: 11� Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. �In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. t►. # _IWr City of Wh6atp,,�dige 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:J2�Q_f Q U0., Permit #: General Contractor: 13- rc L=k W e-A(YNaAN_-, Electrical Sub -Contractor Company Name: EIP_C�YI CLL -r -Phone #: `I 2-0 - 2-,�2- - \Z -S8 State License #: Master #: Whe icense #: $Z-0 %87 (required field) 07 - IT -18 Signa a uthorized Agent Date Plumbing Sub -Contractor Company Name:V "Vltc �� ne #: 3b,3 a a ' cf 2-4 State License #: Master #: Wheat Ridge License #: i 3CC>2XZ> (required field) a$ L iS Sin re o Auth d Date Mechanical Contractor Company Name: EEPC� Loo` Phone: Ij eat ' e icens #:'k402_51 _(required field) 0-7 /02/18 Sigature of Auth rized ent Date 'kAARTIN Fi 7s00 w19 Ile p u' '4- �� 1�Cfi °roof of ` `Ri" n`"`°NG � SUb 80033.8 !NSp,-�N A CO h of �W-" 'SSion fo �t P. 3p323s 8s °�spr�SION q Ch�klisth� fOm, ter an r per Sj303.23j89 pPlfc tlons th h'bieb e �maete� a `Sani �t itf i/�9�p�a zg pros n Date $ °� °���) RoV�ew q6 1 22/r tod for bMI s a w ed "ter Project ga`dre 8 annoy Will yt a Co WldA p8 on agora Name of'�inn ss 326, Q�a, not bo $cc Neel °poo oPsc'ti0 at th the pe "it ndividUal $t aces$ breis a time rrr►it S profeot TYpe/pes $(Omitting �, YV heat Ri od $lora fob froOf om a �e Si tlb�ittal onpti°n. Soh °Q4aments. d9e, CO � 9vlred 00 9�e favi/y r� , °rk shop � 33 Signature orF„� scale Ce L'nVer Sara h B Representative orerr l l ndivid�a/ andd bei v4 Or yrRn'F Sarah Barr approv °�►' an Cl, eE�o T of A ono ro resenhe proye signatu Hls po/NT. F �e e' O,g n�by g 0 onsa�)Wd, `VtP�04se� tea ab vee/ow, herebya a oRACFNCYVSE ���4� osoo ° O �v rwate��svtta/Wat °t l nOwIec/i. /@a�thonze oNLY Age Nater trot er Dlstn`°t pt of do �m n� ental ve ncY N°les Q � aeat 9e necBSSarY rioOf e re ew Ct CRS Sa lrvitcy reek S nitail°n 4 We ale Sa , anitati° D1stric r stria ntta� n 0, tn`Ct t Signator '`� Other 9e Sanitat o�Df strict Dl�tr1Ct City of Whcat Fudge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29tli 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: 06/18/18 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 Signature of Firm Representative or Individual: Sarah Barr Digitally signed by Sarah Barr Date: 2018.06.18 12:53:28 -06'00' DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY "((J 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 Wheat Ridge Sanitation District v/ Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: �}'? V P -Lk, Signature: � " tZ I --d / bf City or wheat Ridge 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: 2018.06.2214:07:44 -0500' 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 a Consolidated Mutual Water District o Valley Water District a Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District a Fruitdale Sanitation District o Westridge Sanitation District Other Northwest Lakewood Sanitation District Agency Notes: k _5e,r ¢ kt'U1 --J,-1If--.r„J/, A*&r,.J Ltr -ZOL dO* Al, c.4wl,ri+-ror,N �0rarW_tc_T Signature: Agaj C.— t"..rr�- �N�r Date: 2 r- is (Agency Representative) #5* -N ,44CC MARTIN/MARTIN CONSULTING ENGINEERS July 5, 2018 Sarah Barr Email: Sarah@workshopdenver.com Re: NWLSD-3267 Quail St. Proof of Submission for Permitting/Plan Review Martin/Martin, Inc Project No.: 17.0638 Dear Ms. Barr, For Your Review On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the Site Plan received June 22, 2018 concerning a single-family residence at the above referenced address. The Northwest Lakewood Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of Northwest Lakewood Sanitation District must be complied with at all times. The subject lot at the address referenced above is within the boundary and service area of the Northwest Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is provided by the Metro Wastewater Reclamation District (Metro). Existing Sanitary Sewer Northwest Lakewood Sanitation District has the following sanitary sewer main(s) in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Quail St. It appears the property may be serviced by gravity flow; however, the homeowner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main and to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. All lots (buildings) shall have individual services. All service connections shall be made at least 5' downstream of District manholes. Sanitary details for a service Wye connection can be provided upon request. Costs All costs involved are to be deposited in advance —tap fees, observation/inspection fees—are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Northwest Lakewood Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM Cl u O O CL 77 0) N Q r CD �T -n /v CD r..f rf CD 'CO) m it D � r �r �mn O UDi O 9 to CD Q. m�=�m m� �m3IN m'm�c� n'/a� O� oD 3 n O �04m d Oal �_ v D �I CCi Z D D m O v Ot 3 d m��^Civ a m m n— m fmf 'x0 1z, som�. c U�< 3 C.D. H 3$ n z rm E c� m m cm m n DVDs > O c� 'c m 3 °�' � 2 m m m 3 x 3 3 to A In r N O m o°3m oa m �rm3Za d' ° 4a�j -°c MR m yp am aO T E? a 3o1nm aF dw DN°mp D»D df�NNO oFCmd3°" myoyNN� �m�NS�a1+ m 0 nm �T -n Nm ms <o S O G7 N0O. dco Cm N U. ° Cmn0D3 m°C?O Ao on a&D Se I o mm� ^mc=0m° < »~ m O p N 0 3 3 3 am?"S Kg3� m o Amy m a m c N m = '� g p�j x �+� r+ d O mmp m mm _ c m•Z am �v ?sem 3"" �$caon'° mfm m m r 2@ D v o = T 2 c k °o o D m o T aOG CL m o 3v,aD3 04 a p v end O 3 o p N m O x pg� a a m O S �vm °maaz m N H Sy m 3nm° eNd a v 0 d m ca m v 3 0 n ti x ti ° omm d M 'CO) m it D � r �r �mn O UDi O 9 to CD Q. 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 <zwallace@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 -1* ► a rr City of 9rWh6atP,idge PUBLIC WORKS 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 City of Wheat ode OMMUNITY DEVELOPMENT Page 1 of 2 Wog iC 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 <zwallace@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 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 wogs s�oe 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, 3267 Quail St, is in the West Metra 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 Building Information Conditioned Area (sq ft) 5941 Conditioned Volume (cubic ft) 44241 Insulated Shell Area (sq ft) 13413 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. 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 (1920 s.f.) R-0.5 continuous insulation, R-38.0 cavity insulation. Name: Cathedralized Insulation Grade: 1 II III Face /Inset Comments/ Location Above -Grade Walls [ ] I. Wall: R-30 (5775 s.f.), Between conditioned space and ambient R-0.5 continuous insulation, R-30.0 cavity insulation. Name: AGW Insulation Grade: I If III Face /Inset Comments/ Location [ ] 2. Wall: R-30 (81 s.f.), Between conditioned space and garage R-0.5 continuous insulation, R-30.0 cavity insulation. Name: Garage Wall @ Mud Insulation Grade: 1 II III Comments/ Location Windows and Skylights Window -to -Wall Area Ratio: 0.23 [ ] 1. Window: 0.32, 0.30 (48 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 4060 (2) Orientation: West Comments/Location Face /Inset REM/Rate - Residential Energy Analysis and Rating Software v15.4,1 This information does not constitute any warranty of energy cost or savings. 0 1985-2017 Noresco, Boulder, Colorado. 1 Energy Code Inspection Checklis %:S6 Property Organization HERS Z IFIF, Workshop Denver Green Your Home Projected Rating ftwrl 3267 Quail St 720-628-7290 5/15/2018 Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Registry ID: Green Your Home Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.blg Date: 5/16/2018 Building Information Conditioned Area (sq ft) 5941 Conditioned Volume (cubic ft) 44241 Insulated Shell Area (sq ft) 13413 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. 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 (1920 s.f.) R-0.5 continuous insulation, R-38.0 cavity insulation. Name: Cathedralized Insulation Grade: 1 II III Face /Inset Comments/ Location Above -Grade Walls [ ] I. Wall: R-30 (5775 s.f.), Between conditioned space and ambient R-0.5 continuous insulation, R-30.0 cavity insulation. Name: AGW Insulation Grade: I If III Face /Inset Comments/ Location [ ] 2. Wall: R-30 (81 s.f.), Between conditioned space and garage R-0.5 continuous insulation, R-30.0 cavity insulation. Name: Garage Wall @ Mud Insulation Grade: 1 II III Comments/ Location Windows and Skylights Window -to -Wall Area Ratio: 0.23 [ ] 1. Window: 0.32, 0.30 (48 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 4060 (2) Orientation: West Comments/Location Face /Inset REM/Rate - Residential Energy Analysis and Rating Software v15.4,1 This information does not constitute any warranty of energy cost or savings. 0 1985-2017 Noresco, Boulder, Colorado. Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.blg Date: 5/16/2018 Windows and Skylights [ ] 2. 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: 1A 4060 Orientation: South Comments/ Location [ ] 3. Window: 0.32, 0.30 (48 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 4060 (2) Orientation: East Comments/ Location [ ] 4. Window: 0.32, 0.30 (24 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1A 4060 Orientation: North Comments/Location [ j 5. Window: 0.32, 0.30 (18 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1B 12016 Orientation: East Comments/ Location [ ] 6. Window: 0.32, 0.30 (56 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1C 4070 (2) Orientation: South Comments/ Location [ ] 7. Window: 0.32, 0.30 (19 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1D 2048 (2) Orientation: North Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home d Pa2 off I&qe Wren o �s�On O� Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.blg Date: 5/16/2018 Windows and Skylights [ ] 8. Window: 0.32, 0.30 (40 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1E 8060 Orientation: North Comments/ Location [) 9. Window: 0.32, 0.30 (40 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1E 8060 Orientation: West Comments/ Location [ ] 10. Window: 0.32, 0.30 (24 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1F 2060 (2) Orientation: West Comments/ Location [ ] 11. Window: 0.32, 0.30 (30 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 1G 5060 Orientation: West Comments/ Location 12. Window: 0.37, 0.24 NANAWALL (64 s.f., North), U -Value: 0.370, SHGC: 0.240 For windows without labeled U -factors, describe features: Name: Door 9 Orientation: North Comments/ Location KJ 13. Window: 0.37, 0.24 NANAWALL (64 s.f., South), U -Value: 0.370, SHGC: 0.240 For windows without labeled U -factors, describe features: Name: Door 9 Orientation: South Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. I t� Green Your Home CWj o< Page 3 of 10 Wheat Ridge guildin9 Division Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Weather:Denver Intl AP, CO 3267 Quail St 3267 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Date: 5/16/2018 Windows and Skylights (�(] 14. Window: 0.37, 0.24 NANAWALL (80 s.f., West), U -Value: 0.370, SHGC: 0.240 For windows without labeled U -factors, describe features: Name: Door 10 Orientation: West Comments/ Location [ ] 15. 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: 2A 4060 Orientation: South Comments/ Location [ ] 16. Window: 0.32, 0.30 (48 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2A 4060 (2) Orientation: East Comments/ Location [ ] 17. Window: 0.32, 0.30 (24 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2A 4060 Orientation: North Comments/ Location [ ] 18. Window: 0.32, 0.30 (150 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2B 5060 (5) Orientation: East Comments/ Location [ ] 19. Window: 0.32, 0.30 (40 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2C 8060 Orientation: East Comments/ Location REWRate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Green Your Home CKY of Page 4 of 10 Wheat RAdge guudit►4 Division Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3267 Quail St 720-628-7290 5/15/2018 ?lei Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Registry ID: Green Your i some Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.blg Date: 5/16/2018 Windows and Skylights (] 20. Window: 0.32, 0.30 (15 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2D 5030 Orientation: North Comments/ Location [ ] 21. Window: 0.32, 0.30 (6 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2E 2030 Orientation: North Comments/Location [ ] 22. 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: 2F 8020 Orientation: West Comments/ Location [ ] 23. Window: 0.32, 0.30 (32 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2G 8040 Orientation: South Comments/Location [ ] 24. Window: 0.32, 0.30 (150 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2B 5060 (5) Orientation: West Comments/ Location [ ] 25. Window: 0.32, 0.30 (24 s.f., North), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2H 6020 (2) Orientation: North Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. city of © 1985-2017 Noresco, Boulder, Colorado. Page 5 of 10 Wheat Ridge Building Division Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Weather:Denver Intl AP, CO 3267 Quail St 3267 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Date: 5/16/2018 Windows and Skylights [ ] 26. Window: 0.32, 0.30 (60 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 215060 (2) Orientation: West Comments/ Location [ ] 27. Window: 0.32, 0.30 (30 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2J 3050 (2) Orientation: South Comments/ Location [ ] 28. Window: 0.32, 0.30 (18 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2K 6026 Orientation: South Comments/ Location (] 29. Window: 0.32, 0.30 (36 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: 2L 6060 Orientation: South Comments/ Location [ ] 30. Window: 0.32, 0.30 (40 s.f., West), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: Door 5 6080 SGD Orientation: West Comments/ Location [ ] 31. Window: 0.32, 0.30 (32 s.f., East), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OA 4040 (2) Orientation: East Comments/ Location REWRate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Ile Green Your Home Pagp%yo?110 Wheat Ridge ,Building Division Energy Code Inspection Checklist Property Organization HERS Workshop Denver Green Your Home Projected Rating 3267 Quail St 720-628-7290 5/15/2018 Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Registry ID: Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.big Date: 5/16/2018 Windows and Skylights [ ] 32. Window: 0.32, 0.30 (32 s.f., South), U -Value: 0.320, SHGC: 0.300 For windows without labeled U -factors, describe features: Name: OA 4040 (2) Orientation: South Comments/ Location Doors I 1 [] 2 Door: 1-3/4 Wd solid core (27 s.f.), R -Value 2.1 Comments/ Location Door: Fiberglass R-7.14 (24 s.f.), R -Value 7.1 Comments/ Location Frame Floors [ ] 1. Floor: R-49 BIB (402 s.f.), Between conditioned space and ambient conditions R-0.5 continuous insulation, R-49.0 cavity insulation. Name: Cantilevers Insulation Grade: 1 II III Face /Inset Comments/ Location Slab Floors [ ] 1. Slab: Uninsutated (2002 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: Uninsutated (112 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: Mud Room Insulation Grade: 1 II III Face /Inset Comments/ Location REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings © 1985-2017 Noresco, Boulder, Colorado. Green Your Home city of Page 7 of 10 Wheat R►d9e guildin9 Division Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Weather:Denver Intl AP, CO 3267 Quail St 3267 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Date:5/16/2018 1� Green Your Home Foundation Walls (] 1. Wall: R-13 2x4x24 (2291 s.f.), Between conditioned space and ambient/ground R-0.5 interior continuous insulation, R-13.0 interior cavity insulation, R-0.0 exterior insulation. Name: Bsmt Waits Insulation Grade: 1 II III Face /inset Comments/ Location Rim and Band Joists [ ] 1. Joist: Bsmt Rims (255 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Bsmt Rims Insulation Grade: 1 II III Face /inset Comments/ Location [ ] 2. Joist: 1st/2nd Band (281 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 [ ] 3. Joist: 2nd/3rd Band (296 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd/3rd 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 [ ] 3. Cooling: Air conditioner, Electric, 13.0 SEER. Make and Model Number REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Gity of Page 8 of 1Q Wheat Ridge Suiiding Division Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Weather:Denver Intl AP, CO 3267 Quail St 3267 Quail St 151ECC Permit.blg Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver Mechanical Ventilation System HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Date: 5/16/2018 [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 133 cfm, 24.0 hrs/day, 16.0 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: 2212) [ ] 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 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage and Insulation [ ] 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 IECC: 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 2015 IECC Prescriptive Path: 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. REM/Rate Resider,tiat Cner y Analysis and Rating Software v19,4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Ot`i °{ ;Nivea$ R�9e ladONn9 piv�5`On Energy Code Inspection Checklist Property Workshop Denver 3267 Quail St Denver, CO Weather:Denver Intl AP, CO 3267 Quail St 3267 Quail St 151ECC Permit.big Organization Green Your Home 720-628-7290 Colleen Fitz -Gerald Builder Workshop Denver Duct Leakage Code Requirements for IECC Notes HERS Projected Rating 5/15/2018 RaterID:0001739 Registry ID: Date: 5/16/2018 2015 Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. REWRate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Z.OSN6 Tvj Green Your Home city of Page 10 of edge Whey guildin9 pivis+on 2015 IECC Building UA Compliance Property Organization HERS Workshop Denver Green Your Home Projected Rating 3267 Quail St 720-628-7290 5/15/2018 Denver, CO Colleen Fitz -Gerald Rater ID:0001739 Green Your Home Weather:Denver Intl AP, CO Builder 3267 Quail St Workshop Denver 3267 Quail St 151ECC Permit.blg Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 49.9 53.3 Above -Grade Walls: 320.7 244.5 — Windows and Doors: 450.0 455.9 Slab Floor: 2.0 9.5 Floors Over Ambient: 13.2 8.9 — Basement Walls: 111.3 116.4 Overall UA (Design must be equal or lower): 947.2 888.6 — 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 (2015 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, 2015 edition.) In fact, this home surpasses the requirements by 6.2%. Name I Colleen Fitz -Gerald Organization j Green Your Home Signature I Date 116 May 2018 REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. City of © 1985-2017 Noresco, Boulder, Colorado. Whest Ridge $uildin9 Division RESNET Home Energy Rating Standard Disclosure For home located at: 3267 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. n 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. [1 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 Raters 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: Rater Employer Rater Employer Rater j Employer { Rater Employer Rater 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 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 # May 16, 2018 Date REM/Rate - Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. RESNET Form 0300-2 city of Wheat Ridge eui1019 fl'vision Entire House By: Craig C.I Brooks WebREPS WebReps LLC.Jbbrepshvac.00rn 1� Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@ License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com sbgl Clg Infiltration Htg AVF Load Short FormaV' Outside db (°F) -3 Job: Date: 3267 Quail Street May 9th 2018 Entire House By: Craig C.I Brooks WebREPS WebReps LLC.Jbbrepshvac.00rn 1� Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@ License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com ROOM NAME Htg Clg Infiltration Htg AVF CIgAVF Outside db (°F) -3 92 Method Simplified Inside db (°F) 70 75 Construction quality 23773 Tight Design TD (°F) 73 17 Fireplaces 40402 2 (Tight) Dailyrange - H 110060 63862 3117 Inside humidity (°!e) 30 50 17349 3358 Moisture difference (grAb) 35 -36 67220 HEATING EQUIPMENT Latent cool i ng COOLING EQUIPMENT Make n/a Make n/a G0A4 4')7A110 Trade n/a 0447 0447 Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (Cfrn1) (Cfm) 2ND FLAC 2 1830 34390 23773 1200 1200 BASE + 1ST AC 1 4112 75670 40402 1917 1917 Entire House 5941 110060 63862 3117 3117 Other equip loads 17349 3358 Equip. @ 1.00 RSM 67220 Latent cool i ng 25233 TnTAI Q G0A4 4')7A110 O')ACO 0447 0447 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 WrightSOft` 2018 -May -1411:09:45 Right-SuiteOUniversal 201818.0.16RSU16998 P �id9e ACCO\ ... MYG\Woricshop DenveM0 3267 Quail Street.rup Calc = MJ8 Front Door faces: E ^f �ea� guildin9 plvis�on Load Short Form 2ND FL AC 2 WebREPS 1-800-810-3280 WebReps LLC. 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuatj@v,ebrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May M, 2018 By: Craig C. Brooks Plan: 3267 Quail Street For. Brad Weiman, Workshop Denver Htg load (Btuh) Clg load (Btuh) HtgAVF (cfm) ClgAVF (cpm) 4100 Jason Street, Denver, CO 80211 378 12940 10601 Phone: 720-746-9240 535 MASTER BATH 176 2065 Email: morgan@workshopdenvercom 72 32 WC Design Information 371 60 13 3 Htg Clg 130 Infiftration 234 Outside db (°F) -3 92 Method Simplified 4801 Inside db (°F) 70 75 Construction quality CHASE 2 Tight Design TD (°F) 73 17 Fireplaces 0 2 (Tight) Daily range - H 0 0 0 Inside humidity (%) 30 50 0 0 0 Moisture difference (grAb) 35 -36 WIC2 51 757 HEATING EQUIPMENT COOLING EQUIPMENT 6 Make York 153 Make York 3402 149 Trade YORK BY JOHNSON CONTROLS Trade ADP 5 0 Model TM9E080C16MP11 Cond YCG36B21 0 LAUNDRY AHRI ref 7118701 244 Coil CH362'6+TM9E080C16MP11 9 42 BEDROOM 2 AHRI ref 8934783 4372 4968 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER 1 drA Heating input 80000 Btuh Sensible cooling 27720 Btuh Heating output 77000 Btuh Latentcooling 8280 Btuh Temperature rise 71 °F Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Air flow factor 0.035 dm/Btuh Air flow factor 0.050 cfmBtuh Static pressure 0.57 in H2O Static pressure 0.57 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) HtgAVF (cfm) ClgAVF (cpm) MASTER BEDROOM 378 12940 10601 452 535 MASTER BATH 176 2065 642 72 32 WC 25 371 60 13 3 MASTER CLOSET 130 1228 234 43 12 CATWALK 494 4801 2017 168 102 CHASE 2 15 0 0 0 0 CHASE 1 15 0 0 0 0 MECH2 15 0 0 0 0 WIC2 51 757 127 26 6 BEDROOM 3 153 4267 3402 149 172 LINEN 5 0 0 0 0 LAUNDRY 74 244 833 9 42 BEDROOM 2 163 4372 4968 153 251 Q A-rU) CR 1 drA AQ4 G4 nc LVMRM JV Yov YJ 1 LJ Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoTt aghtSuite�JUniversal 201818.0.16RSU16998 2018-May-OV1 9:45 Page 2 A -CN ... HYNDWorkshop Denver110 3267 Quail Streetsup Calc = MJ8 Front Door faces: E t Rtidge Whea jaul\60c3 Avis+on vvIl"J BATH3 cr 55 oaV 1497 00 331 114 52 3 17 2ND FL AC 2 1830 34390 23773 1200 1200 Other equip loads 8927 2983 Equip. @ 1.00 RSM 26756 Latent cool i ng 7806 T/ITAI C 14'2(1 A00 17 7AC27 4nhl1 4nAA VJV 1JJ 1 I -T VG ILVV ILVV Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-May-148V?:,R FIW�\WorkShopDenvar\1" Right-Suite®Universal 201818.0.16RSU16998 Page Ct, 0 3267 Quail Street.rup Calc=MJB Front Door faces: E Wheat Ridge Building Division Load Short Form Job: 3267 Quail Street Make Date: May 9th, 2018 BASE + IST AC 1 W. Craig C. Brooks r WebREPS WebReps LLC. Plan: 3267 Quail street 1-800-810-3280 7118702 1880 82nd Aoenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 cfmBtuh For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Htg Clg Infiltration Outside db (°F) -3 92 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 73 17 Fireplaces 2 (Tight) Daily range - H Inside humidity (%) 30 50 Moisture difference (gr4b) 35 -36 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 95 AFUE HEATING EQUIPMENT Make York Trade YORK BY JOHNSON CONTROLS Model TM9E120D20MP11 AHRI ref 7118702 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 95 AFUE York 120000 Btuh 114000 Btuh 66 °F 1917 cfm 0.025 cfmBtuh 0.58 in H2O COOLING EQUIPMENT Make York Trade ADP Cond YCG60B21 Coil CH603*6+TM9E120D20MP11 AHRI ref 9105411 Efficiency Sensible cooling Latent cool i ng Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 44275 Btuh 13225 Btuh 57500 Btuh 1917 cfm 0.040 cfmBtuh 0.58 in H2O 0.77 47 ROOM NAME Area (tt2) Htg load (Btuh) Clg load (Btuh) HtgAVF (dm) CIgAVF (cfm) GOLF SIMULATOR 633 5213 22 132 1 MECH 47 0 0 0 0 FLEXSPACE 590 5599 1172 142 47 GAME ROOM 420 3755 88 95 4 BATH1 72 721 57 18 2 STORAGE 33 297 23 8 1 BEDROOM 1 177 2236 778 57 31 WIC1 31 672 57 17 2 LIVING ROOM 375 6405 3061 162 123 DINING ROOM 251 14355 9136 364 368 ENTRY 428 5180 3703 131 149 KITCHEN 182 8361 8997 212 362 BREAKFAST NOOK' f-nAr 137 o 10811 n 14391 n 274 n 579 n Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft` 2018 -May -14 lMt451f Right -Suite® Universal 2018 18.0.16 RSU16998 Page ... HOMWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division PANTRY 37 0 0 0 0 HALL 156 0 0 0 0 OFFICE 153 2699 3172 68 128 WIC 27 527 47 13 2 BATH 2 52 699 153 18 6 PLAYROOM 146 2030 245 51 10 POWDER BATH 55 1013 180 26 7 MUD ROOM 104 5097 2345 129 94 BASE + 1ST AC 1 4112 75670 40402 1917 1917 Other equip loads 15540 3787 Equip. @ 1.00 RSM 44189 Latent cooling 12912 TOTALS ' 4112 ' 91210 ' 57100 ' 1917 ' 1917 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. p Wr I jF1LSOft Pi9ht-Suite® Universal 201818.0.16 RSU16998 2018 -May -1411.09.4O5 T .. .,_ a�e5 rt:..%5. A ... H\fflQWorkshop Denver\10 3267 Quail Streetrup Calc = MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions Entire House WebREPS 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: nianualj@vmbrepshvae.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Pan: CraigBrooks Street 23.0 Project• • 0.51 For. Brad Weiman, Workshop Denver 0.060 23.0 4.38 4100 Jason Street, Denver, CO 80211 0.51 756 s 1730 Phone: 720-746-9240 23.0 4.38 7576 Email: morgan@workshopdenvercom 887 w 1459 0.060 Design Conditions 4.38 6390 Location: Indoor. Heating Cooling Denver Intematona, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.51 Design TD (°F) 73 17 Latitude: 40°N 13.0 Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 2289 Daily range (*F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btut✓WF fl;°F/Btuh BUM Btuh BtuW Btuh Walls 12F 2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2"W wood frm, 16" o.c. stud Partitions 12GOsw. Fret wall, stucco ext, r-13 cav ins, 2"W wood frm, 16" o.c. stud Windows 10D -v: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 20 It overhang (8 ft window ht, 1 it sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lovve innr, 1/4" gap, 1 /4" thk; 50% outdoor insect screen; 2 it overhang (2 ft window ht, 1 it sep.} 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vni frm mat, dr low -e innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 2 It overhang (3 ft window ht, 1 it sep.1 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr; argon gas, vnl frm mat, dr lowe innr, 1/4" gap, 1 /4" thk; 50% outdoor insect screen; 2 it overhang (4.8 ft window ht, 1 it sep.); 6.67 It head ht n 1689 0.060 23.0 4.38 7397 0.51 866 e 1474 0.060 23.0 4.38 6457 0.51 756 s 1730 0.060 23.0 4.38 7576 0.51 887 w 1459 0.060 23.0 4.38 6390 0.51 748 all 6352 0.060 23.0 4.38 27820 0.51 3258 77 0.091 13.0 6.64 508 0.87 66 n 64 0.490 0 35.8 2289 9.05 579 w 65 0.490 0 35.8 2313 9.05 586 all 129 0.490 0 35.8 4602 9.05 1165 n 12 0.470 0 34.3 412 16.1 193 w 16 0.470 0 34.3 549 40.3 646 all 28 0.470 0 34.3 961 30.0 839 n 6 0.470 0 34.3 206 16.1 97 n 15 0.470 0 34.3 515 16.1 242 all 21 0.470 0 34.3 721 16.1 338 n 19 0.470 0 34.3 659 16.1 309 wrightsc ft' 2018 -May -1411:09:45 ,,.,,,..,.., Right-Suitef�Universal 201818.0.16RSU16998 Cli��f1 MPC\,Workshop,,,,. .,_,- Denver\10,„,,�,„3267 Quail Street.rup Calc= MJB Front noorfaces: E Wheat Ridge Building Division 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, n 24 1 /4" thk; 50% outdoor insect screen; 2 It overhang (6 ft window ht, 1 ft n 25 sep.); 6.67 ft head ht n 48 e 48 e 49 e 120 e 48 s 24 s 25 s 36 w 48 w 180 w 48 all 722 4A2-2ovd: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" n 48 gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, a 32 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 ft s 32 sep.); 6.67 ft head ht s 32 all 96 4B2-2fv: 2 glazing, dr outr, argon gas, vni frm mat, cir lowe innr, 1/4" gap, a 18 1/4" thk; 50% outdoor insect screen; 2 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vni firm mat, dr lowe innr, 1/4" gap, s 15 1/4" thk; 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, s 30 1/4" thk; 50% outdoor insect screen; 2 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1 /4" gap, s 56 1 /4" thk; 50% outdoor insect screen; 2 It overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 30 1/4" thk; 50% outdoor insect screen; 20 ft overhang (6 ft window ht, 1 ft w 30 sep.); 6.67 ft head ht all 60 Doors 11 P0: Door, mtl pur core type a 21 Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 2567 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 2002 183 380 all 2564 -Pk wrightsof , +.. ,,,,,... ...,,,,..„.-,,...Fright-Suite®Universal 201818.0.16RSU16996 ... H\^MWorkshop Lknver\70 3267 Quail Street.rup Calc = MJ8 Front Door faces: E 0.470 0 34.3 823 16.1 387 0.470 0 34.3 841 16.1 395 0.470 0 34.3 1647 16.1 774 0.470 0 34.3 1647 47.6 2285 0.470 0 34.3 1681 47.6 2333 0.470 0 34.3 4117 47.6 5713 0.470 0 34.3 1647 47.6 2285 0.470 0 34.3 823 19.1 459 0.470 0 34.3 841 19.1 469 0.470 0 34.3 1235 19.1 689 0.470 0 34.3 1647 47.6 2285 0.470 0 34.3 6176 47.6 8569 0.470 0 34.3 1647 47.6 2285 0.470 0 34.3 24772 40.1 28927 0.470 0 34.3 1647 16.1 774 0.470 0 34.3 1098 45.8 1465 0.470 0 34.3 1098 16.1 516 0.470 0 34.3 1098 16.1 516 0.470 0 34.3 3294 26.0 2497 0.450 0 32.9 591 41.6 748 0.470 0 34.3 515 16.1 242 0.470 0 34.3 1029 17.7 532 0.470 0 34.3 1921 20.1 1128 0.470 0 34.3 1029 16.1 483 0.470 0 34.3 1029 16.1 483 0.470 0 34.3 2059 16.1 967 0.290 10.5 21.2 445 7.09 149 0.061 34.0 2.28 5841 0.71 1834 0.020 0 1.46 2923 0 0 0.020 0 1.46 267 0 0 0.020 0 1.46 555 0 0 0.020 0 1.46 3744 0 0 2018 -May -14, p81 age 2 Wheat Ridge Building Division Component Constructions BASE + 1ST AC 1 WebREPS WebReps LLC. 1-800-810-3280 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAr54709 Job: 3267 Quail Street By. � C.'Brooks Plan: 3267 Quail street 23.0 Project• • 0.51 For. Brad Weiman, Workshop Denver 0.060 23.0 4.38 4100 Jason Street, Denver, CO 80211 0.51 657 S 1273 Phone: 720-746-9240 23.0 4.38 5577 Email: morgan@workshopdenvercom 653 w 1132 0.060 Design Conditions 4.38 4959 Location: Indoor. Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.51 Design TD (°F) 73 17 Latitude: 40°N 13.0 Relative humidity (%) 30 50 Outdoor Heating Cooling Moisture difference (grNb) 35.4 -36.3 Dry bulb ('F) -3 92 Infiltration: 2289 Daily range (*F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area U value Insul R HN HTM Loss Clg HTM Gain ft' Bblff°F ft?°gBtuh BtuhV Btuh BluWft' BWi Walls 12F-2bw Frm wall, brk4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud Partitions 12C-0sw. Frm wall, stucco ext, r-13 cav ins, 2'x4" wood frm, 16" o.c. stud Windows 10av: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 20 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl fnn mat, dr lower innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4.8 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, cir outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (4 It window ht, 1 ft sep.7 6.67 ft head ht n 1160 0.060 23.0 4.38 5081 0.51 595 e 1282 0.060 23.0 4.38 5613 0.51 657 S 1273 0.060 23.0 4.38 5577 0.51 653 w 1132 0.060 23.0 4.38 4959 0.51 581 all 4847 0.060 23.0 4.38 21230 0.51 2487 77 0.091 13.0 6.64 508 0.87 66 n 64 0.490 0 35.8 2289 9.05 579 w 65 0.490 0 35.8 2313 9.05 586 all 129 0.490 0 35.8 4602 9.05 1165 n 19 0.470 0 34.3 659 16.1 309 n 24 0.470 0 34.3 823 16.1 387 n 25 0.470 0 34.3 841 16.1 395 n 48 0.470 0 34.3 1647 16.1 774 e 48 0.470 0 34.3 1647 47.6 2285 e 49 0.470 0 34.3 1681 47.6 2333 e 120 0.470 0 34.3 4117 47.6 5713 s 24 0.470 0 34.3 823 19.1 459 S 25 0.470 0 34.3 841 19.1 469 w 48 0.470 0 34.3 1647 47.6 2285 w 120 0.470 0 34.3 4117 47.6 5713 w 48 0.470 0 34.3 1647 47.6 2285 all 578 0.470 0 34.3 19831 40.0 23097 e 32 0.470 0 34.3 1098 45.8 1465 s 32 0.470 0 34.3 1098 16.1 516 all 64 0.470 0 34.3 2196 31.0 1981 +0- wrightsoft- t Rght-Suite® Universal 2018 18.0.16 RSU1 6998 ... FNPQWorkshop Denverh0 3267 Quail Street rup Calc = MJ8 Front Door faces: E 2018 -May -1411:09:45 (Page 3 rea,�R�d9e 4B2-2fv: 2 glazing, dr outr, argon gas, vni frm mat, cir lowe innr, 1/4" gap, a 18 0.450 0 32.9 591 41.6 748 1/4" thk; 50% outdoor insect screen; 2 ft overhang (1.5 ft window ht, 1 ft sep.), 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vni frm mat, dr lowe innr, 1/4" gap, s 56 0.470 0 34.3 1921 20.1 1128 1/4" thk; 50% outdoor insect screen; 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 30 0.470 0 34.3 1029 16.1 483 1/4" thk; 50% outdoor insect screen; 20 ft overhang (6 ft window ht, 1 ft w 30 0.470 0 34.3 1029 16.1 483 sep.); 6.67 ft head ht all 60 0.470 0 34.3 2059 16.1 967 Doors 11 P0: Door, mtl pur core type a 21 0.290 10.5 21.2 445 7.09 149 Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 737 0.061 34.0 2.28 1677 0.71 527 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 2002 0.020 0 1.46 2923 0 0 183 0.020 0 1.46 267 0 0 all 2185 0.020 0 1.46 3189 0 0 wrightsaft C , .,,. Right-Suite®Universal 201818.0.16 RSU16998 AM ... I-IAG\Workshop Derner\10 3267 Quail Street.rup Calc= MJS Front Doorfaces: E 2018 -May -'`g115 age 4 Wheat Ridge Building Division Com onent Constructions Job: 3267 Quail Street p Date: May 9th, 2018 Craig C. Brooks WebREPS WebRe s C? By: 3267 Quail Street 1-800-810-3280 P 1880 82nd A,enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaf@webrepst"aoom License: CAC54709 Construction descriptions •Tect inTormation ANtl Area U --Value Instill R For: Brad Weiman, Workshop Denver Gain Btuh ft' 4100 Jason Street, Denver, CO 80211 ttz-°FStuh BWWF Btuh BtuWft° Phone: 720-746-9240 Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 529 0.060 Email: morgan@workshopdenvercom 4.38 2316 0.51 271 Design Conditions a 193 0.060 Location: Indoor Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 4.38 Design TD (°F) 73 17 Latitude: 40'N w Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 0.060 23.0 Daily range (°F) - 28 (H ) Method Simplified Partitions Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area U --Value Instill R ftKrM Loss Clg MTM Gain Btuh ft' Btutff2F ttz-°FStuh BWWF Btuh BtuWft° Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 529 0.060 23.0 4.38 2316 0.51 271 board int fnsh, r-2 ext bd ins, 2-x6" wood frm, 16" o.c. stud a 193 0.060 23.0 4.38 844 0.51 99 s 456 0.060 23.0 4.38 1998 0.51 234 w 327 0.060 23.0 4.38 1431 0.51 168 all 1505 0.060 23.0 4.38 6590 0.51 772 Partitions (none) Windows 4A2-2ov: 2 glazing, cir outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, n 12 0.470 0 34.3 412 16.1 193 1/4" thk; 50% outdoor insect screen; 2 ft overhang (2 ft window ht, 1 ft w 16 0.470 0 34.3 549 40.3 646 sep.); 6.67 ft head ht all 28 0.470 0 34.3 961 30.0 839 4A2-2ov: 2 glazing, cir outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, n 6 0.470 0 34.3 206 16.1 97 1/4" thk; 50% outdoor insect screen; 2 ft overhang (3 ft window ht, 1 It n 15 0.470 0 34.3 515 16.1 242 sep.x 6.67 ft head ht an 21 0.470 0 34.3 721 16.1 338 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, a 48 0.470 0 34.3 1647 47.6 2285 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft s 36 0.470 0 34.3 1235 19.1 689 sep.); 6.67 ft head ht w 60 0.470 0 34.3 2059 47.6 2856 all 144 0.470 0 34.3 4941 40.5 5830 4A2-2ovd: 2 glazing, droutr, argon gas, vnl frm mat, dr low -e innr, 1/4" n 48 0.470 0 34.3 1647 16.1 774 gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 1 ft sep.), 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, s 32 0.470 0 34.3 1098 16.1 516 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 ft sep.y 6.67 It head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 114" gap, s 15 0.470 0 34.3 515 16.1 242 1/4" thk; 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 1 ft sep.): 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, s 30 0.470 0 34.3 1029 17.7 532 1/4" thk; 50% outdoor insect screen; 2 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht may_ Wri htsOft"2018-May-141109:45 ^►` r- , ,, , 9,.,, ,._..<,-...,_., Right-Suite®Universa1201818.0.16RSU16998 2age5 0 ACCK ... HvNmWorkshop Denver110 3267 Quail Street rup Calc= MJ8 Front Door faces: E City Wheat Ridge Building piviston Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 1830 0.061 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 380 0.020 34.0 2.28 4164 0.71 1308 1.46 555 wrig,htsa. t- 2018 -May -1 C1.,0j µ _ RightSuite®Universal 201818.0.16RSU16998 . ... HWOWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Wheat Ride Building pW1s\O� Component Constructions Job: Date: May May Quail street 9th, 2018 WebREPS GOLF SIMULATOR By Craig C. Brooks WebReps LLC. Plan: 3267 Quail street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@nebrepshvac.com License: CAC54709 Construction descriptions Njolect intormation Area U -value tnsul R For. Brad Weiman, Workshop Denver Gain ft' 4100 Jason Street, Denver, CO 80211 ft?2FA3tuh BtuW Btuh BtUW Phone: 720-746-9240 Wails Email: morgan@workshopdenvercom Design Conditions 12F-2bw. Frrn wall, btk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 289 Location: 23.0 Indoor Heating Cooling Denver Intemationa, CO, US board int fnsh, r-2 ext bd ins, 2'W" wood frm, 16" o.c. stud Indoor temperature (°F) 70 75 Elevation: 5430 ft 4.38 Design TD (°F) 73 17 Latitude: 40°N S Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 23.0 4.38 Daily range (°F) - 28 (H ) Method Simplified all Wet bulb (°F) - 60 Construction quality Tight 3118 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions or Area U -value tnsul R Htg MTM toss ag hrrM Gain ft' Bh"W2F ft?2FA3tuh BtuW Btuh BtUW Btuh Wails 12F-2bw. Frrn wall, btk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 289 0.060 23.0 4.38 1266 0.51 148 board int fnsh, r-2 ext bd ins, 2'W" wood frm, 16" o.c. stud a 119 0.060 23.0 4.38 521 0.51 61 S 121 0.060 23.0 4.38 531 0.51 62 W 183 0.060 23.0 4.38 800 0.51 94 all 712 0.060 23.0 4.38 3118 0.51 365 Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 28 0.061 34.0 2.28 63 0.71 20 ins, 1/2"gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%firfnsh 633 0.020 0 1.46 924 0 0 2018 -May -1411:0 :45 wrightsott^ RightSuite®Universal 201818.0.16RSU16998 C+ttyP%e7 A--01, ... H\4NG\Workshop Denver110 3267 Quail Streetrup Calc= W8 Front Doorfaces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 WebREPS MECH By. Craig 7QuaiBlSktreet 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom License: CAC54709 Construction descriptions Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 e)d bd ins, 2NT wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fish Or Area U -value Insul R Htg HTM Loss Cig HTM Gain R' BtLAiV2F ftL F/Btuh BluW Muh Btufff Btuh e 75 0.060 23.0 4.38 329 0.51 38 0.061 34.0 47 0.020 2.28 4 0.71 1.46 68 0 444- wrightsoft- 2018 -May -14 1)9:45 - ,„, _.,_ . RightSuite®Universal 201818.0.16 RSU16998 Upf ACCIK ...HYsaWorkshopDemeM0 3267 Quail Streetrup Calc =MJ8 Front Door faces: E Wheat Ridge Building Division 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 (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 2 (Tight) Construction descriptions Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 e)d bd ins, 2NT wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fish Or Area U -value Insul R Htg HTM Loss Cig HTM Gain R' BtLAiV2F ftL F/Btuh BluW Muh Btufff Btuh e 75 0.060 23.0 4.38 329 0.51 38 0.061 34.0 47 0.020 2.28 4 0.71 1.46 68 0 444- wrightsoft- 2018 -May -14 1)9:45 - ,„, _.,_ . RightSuite®Universal 201818.0.16 RSU16998 Upf ACCIK ...HYsaWorkshopDemeM0 3267 Quail Streetrup Calc =MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street M Date: May 9th, 2018 FLEXSPACE W Craig C. IBrooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuaij@webrepshvac.com License: CA ,54709 For. Brad Weiman, Workshop Denver Area U -value Insui R Htg HM 4100 Jason Street, Denver, CO 80211 Gain ft' Phone: 720-746-9240 ft'°F/Btuh Btuhr Btuh Btufff Email: morgan@workshopdenvercom Walls Design Conditions Location: Indoor. Heating Cooling Denver Intemationa, CO, US 23.0 Indoor temperature (°F) 70 75 Elevation: 5430 ft board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud Design TD (°F) 73 17 Latitude: 40°N 4.38 Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 28 Daily range (°F) - 28 (H ) Method Simplified 4.38 Wet bulb (°F) - 60 Construction quality Tight all Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) 2652 Construction descriptions Or Area U -value Insui R Htg HM Loss Clg HTM Gain ft' Btu VWF ft'°F/Btuh Btuhr Btuh Btufff Btuh Walls 12F 2bw. Frrn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 23 0.060 23.0 4.38 99 0.51 12 board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud a 248 0.060 23.0 4.38 1086 0.51 127 s 55 0.060 23.0 4.38 241 0.51 28 w 280 0.060 23.0 4.38 1226 0.51 144 all 606 0.060 23.0 4.38 2652 0.51 311 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, a 32 0.470 0 34.3 1098 45.8 1465 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 12 0.061 34.0 2.28 27 0.71 8 ins, 1 /2" gypsum board int fnsh Flows 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 590 0.020 0 1.46 862 0 0 2018 -May -14, 1;0"5 1 Wri hltsOtrt" ' Right -Suite® Universal 201818.0.16RSU16998 1 9 �. , ..,,,..,�.,....... Page 9 ... I-PADWorkshop Denver110 3267 Quail Streetrup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions WebREPS GAME ROOM 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 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 Job: 3267 Quail Street Date: May 9th, 2018 By. Craig C. Brooks Plan: 3267 Quail Street 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 Job: 3267 Quail Street Date: May 9th, 2018 By. Craig C. Brooks Plan: 3267 Quail Street Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 2 (Tight) Construction descriptions Or Area Uaralue Insul R Htg 1.1711 loss Cig HTM Gain !t' Btu M2F WFBtuh Btuwp Btuh BtuNW Btuh Walls 12F-2bw. Frm v✓all, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 90 0.060 23.0 4.38 394 0.51 46 board int fnsh, r-2 ext bd ins, 2NT wood fnn, 16" o.c. stud a 178 0.060 23.0 4.38 777 0.51 91 s 194 0.060 23.0 4.38 850 0.51 100 all 462 0.060 23.0 4.38 2021 0.51 237 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, s 16 0.470 0 1/4" thk; 50% outdoor insect screen; 2 it overhang (4 it window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 5 0.061 34.0 ins, 1 /2" gypsum board int fish Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 420 0.020 0 -- wrightsof't" !+C SRightuite®Universal 201818.0.i 6 RSU16998 HV KMorlohop Denver110 3267 Quail Street.rup Calc= MJ8 Front Doorfaces: E 34.3 549 16.1 258 2.28 12 0.71 4 1.46 613 0 0 2018 -May -1411:09:45 oadr1®f Wheat Ridge Building Division Com onent Constructions J� 3267 Quail Street p Date: May 9t11, 2018 BATH1 W. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac corn License: CAC54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ]esian Conditic Location: 6 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 2 (Tight) Construction descriptions or Area Ll -value Insul R Htg HTM Loss Cig HTM Gain ft' Btulff- F f?-'F/Btuh Bluh4f Btuh BtuWff Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 110 0.060 23.0 4.38 482 0.51 56 board int fnsh, r-2 ext bd ins, 2'W" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 3 0.061 34.0 ins, 1/2" gypsum board int fish Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 72 0.020 0 2.28 6 0.71 2 1.46 104 0 0 -*- wriightsoft' 2018 -May �i tyA$�5 +- y ,.....-._.,..r RightSuite®Universal201818.0.16 RSU16998 8ge 11 -` rkshop DenveA10 3267 Quail Streetrup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 STORAGE By. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 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@workshopdenvercom 1P_Sinn Cnnditic. Location: Indoor. Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 It 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 2 (Tight) Construction descriptions Walls 12F-2bw. Frrn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2"A6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh Or Area LLvalue Insul R Htg HM Loss Clg MTM Gain ft' BftM2F ft22RBtuh BtUWF Btuh BtuhfP Btuh S 45 0.060 23.0 4.38 197 0.51 23 33 0.020 1.46 48 Aa-wrilghtsioft,- 2018 -May -1411:09:45 ^t RightSuite®Universal 201818.0.16RSU16998 ... KPOWorkshop Denvehl0 3267 Quail Street.rup Calc= NUB Front Door faces: E Wheat Ridge Building Division Component Constructions P Job: 3267 Quail Street Date: May 9th, 2018 BEDROOM 1 By: Craig C. Brooks WebREPS WebReps LLC. 1-800-810-3280 Plan: 3267 Quail Street 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom License: CAC54709 Construction descriptions iiiiiiiiiiiiiiiiK-ject intormation Area ft' U -value BtuhRt'-'F Insul R ffuF/Btuh For. Brad Weiman, Workshop Denver Gain Btuh Walls 12F-2bw. Frm moll, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 142 4100 Jason Street, Denver, CO 80211 23.0 4.38 620 0.51 73 Phone: 720-74&9240 w 113 0.060 23.0 Email: morgan@workshopdenveroom 493 0.51 58 all Design Conditions 0.060 23.0 4.38 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 2 (Tight) Construction descriptions Or Area ft' U -value BtuhRt'-'F Insul R ffuF/Btuh Hts HTM BtUW Loss Cig HTM Btuh BtUW Gain Btuh Walls 12F-2bw. Frm moll, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 142 0.060 23.0 4.38 620 0.51 73 board int fnsh, r-2 ext bd ins, 2"W wood frm, 16" o.c. stud w 113 0.060 23.0 4.38 493 0.51 58 all 254 0.060 23.0 4.38 1113 0.51 130 Partitions (none) Windows 4A2-2ov: 2 glazing, dr, outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, s 16 0.470 0 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 It sep.); 6.67 it head ht Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 177 0.020 0 34.3 549 16.1 258 1.46 259 0 0 2018-Wyt, 11:09:45 ^i -Po- wrightsoft- �ghtSuite® Universal 201818.0.16 RSU16998 Page 13 ACCA ... HYNCtWorkshop Denver110 3267 Quail Street.rup Calc= MA Front Door faces: E VVheet Ridge Building Division Construction descriptions Component Constructions p Area Job: 3267 Quail Street Insul R Htg HTM Loss Ug HTM Date: May 9th, 2018 . WebREPS MCI fV By. Craig C. Brooks Plan: 3267 street fl-FBtuh WebReps LLC. Btuh Bfttft' Quail 1-800-810-3280 1880 82nd ANenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Project• • n For. Brad Weiman, Workshop Denver 23.0 4.38 208 0.51 4100 Jason Street, Denver, CO 80211 board int fnsh, r-2 ext bd ins, 2'x6" wood frrn, 16" o.c. stud w 65 Phone: 720-746-9240 23.0 4.38 285 0.51 Email: morgan@workshopdenvercom all 113 Design Conditions 23.0 4.38 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 2 (Tight) Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Ug HTM Gain fV Btu"'°F fl-FBtuh Bluwt' Btuh Bfttft' Btth Walls 12F 2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 48 0.060 23.0 4.38 208 0.51 24 board int fnsh, r-2 ext bd ins, 2'x6" wood frrn, 16" o.c. stud w 65 0.060 23.0 4.38 285 0.51 33 all 113 0.060 23.0 4.38 493 0.51 58 Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 1 U61 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 31 0.020 0 2.28 3 0.71 1 1.46 45 0 0 - Wrilghtsoft- 2018 -May -1411:09:45 t RightSuite®Universal 201818.0.16RSU16998 ... HVIDWorkhop Denvehl0 3267 Quail Street rup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions p VWebREPS LIVING ROOM 1-800-810-3280 WebReps LLC. 1880 82nd A tenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshuac com License: CAC54709 Job: 3267 Quail Street Data: May 9th, 2018 eet %r rag C. Wail lt.s Area Project• • Htg HTM For: Brad Weiman, Workshop Denver ft' 4100 Jason Street, Denver, CO 80211 ft'"r-Btuh Btuw Btuh Phone: 720-746-9240 Btuh Walls Email: moMan@Workshopdenver.com Design Conditions Location: Indoor Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 0.51 Design TD (°F) 73 17 Latitude: 40°N 203 Relative humidity (%) 30 50 Outdoor Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 112 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area 1.1 -value Insul R Htg HTM Loss Clg HTM Gain ft' Btut> k*F ft'"r-Btuh Btuw Btuh BtUWH' Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" mod shth, r-25 cav ins, 1/2" gypsum n 100 0.060 23.0 4.38 439 0.51 51 board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud s 203 0.060 23.0 4.38 887 0.51 104 w 112 0.060 23.0 4.38 489 0.51 57 all 415 0.060 23.0 4.38 1816 0.51 213 Partitions (none) Windows 10D -v: 2 glazing, dr outr, argon gas, vni frm mat, dr low -e innr, 1/4" gap, n 64 0.490 0 35.8 2289 9.05 579 1/4" thk; 50% outdoor insect screen; 20 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 48 0.470 0 34.3 1647 47.6 2285 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 it window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors 21 A32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 25 0.020 0 1.46 37 0 0 41k wrightsoft^ �,•+:. , ,,,. , ..,,.,.,_„„-,..., Right-Suite®Universa1201818.0.16RSU16998 HkMWorkshop Denver110 3267 Quail Street.rup Calc=” Front Door faces: E 2018 -May -1411 i19 of Page 95 Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 WebR -JI DINING ROOM Bf. n: Craig 6 g C. Brail x*s 1-800-810-3280 WebReps LLC. Street 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom 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 Indoor. 70 Indoor temperature (°F) 73 Design TD (°F) 30 Relative humidity (%) Cooling Moisture difference (gr/Ib) 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 2 (Tight) Construction descriptions Or Area 1.1 --value Insul R Htg HTM toss Cig HTM Gain 0.470 0 ft' Btuh'ft'-"F fP2FBtuh BUM Btuh BtuW Btuh Walls 1647 47.6 2285 49 0.470 0 34.3 1681 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 134 0.060 23.0 4.38 586 0.51 69 board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud a 223 0.060 23.0 4.38 975 . 0.51 114 0 s 213 0.060 23.0 4.38 931 0.51 109 all 569 0.060 23.0 4.38 2491 0.51 292 Partitions (none) Windows 4A2-2ov: 2 glazing, droutr; argon gas, vni frm mat, dr lowe innr, 1/4" gap, n 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft n sep.); 6.67 ft head ht e e s s all Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh -F- wrilghtsof#- �. , . , ,..,,,,.,., .....,F.. RightSuiteJUniversal 201818.0.16 RSU16998 A ... HV V'Workshop Denver110 3267 Quail Streetrup Calc= MJ8 Front Door faces: E 24 0.470 0 34.3 823 16.1 387 25 0.470 0 34.3 841 16.1 395 48 0.470 0 34.3 1647 47.6 2285 49 0.470 0 34.3 1681 47.6 2333 24 0.470 0 34.3 823 19.1 459 25 0.470 0 34.3 841 19.1 469 194 0.470 0 34.3 6656 32.6 6328 248 0.061 34.0 2.28 565 0.71 177 28 0.020 0 1.46 40 0 0 2018 -May -1411:09:45 Pagl0ef Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street P Date: May 9th, 2018 WebREPS ENTRY By. Craig iQual sit 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@vrebrepshvaccom License: CAC54709 For. Brad Weiman, Workshop Denver LLyalue Insul R Hig H1M Loss Clg HTM 4100 Jason Street, Denver, CO 80211 74 ft' Btuh1VF ft-"F/Btuh Phone: 720-746-9240 Btuh BtuWW Btuh e 91 Email: morgan@workshopdenver.com 23.0 4.38 397 0.51 Design Conditions s 68 0.060 Location: 4.38 Indoor. Heating Cooling Denver International, CO, US 0.060 Indoor temperature (°F) 70 75 Elevation: 5430 ft all Design TD (°F) 73 17 Latitude: 40°N 1041 0.51 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 2 (Tight) Construction descriptions Walls 12F-2bw. Frm wall, brit 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2x6" wood frm, 16" o.c. stud Or Area LLyalue Insul R Hig H1M Loss Clg HTM Gain 74 ft' Btuh1VF ft-"F/Btuh BUM Btuh BtuWW Btuh e 91 0.060 23.0 4.38 397 0.51 47 s 68 0.060 23.0 4.38 296 0.51 35 W 80 0.060 23.0 4.38 348 0.51 41 all 238 0.060 23.0 4.38 1041 0.51 122 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, e 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 It window ht, 1 ft W sep.); 6.67 ft head ht all 4A2-2ov: 2 glazing, cir outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, w 1/4" thk; 50% outdoor insect screen; 20 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11P0: Door, mtl pur core type e Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil ins, 1/2"gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh +id- wrightsoft` �.. ,,,,., ...,,,, Right-Suite®Universal 2018 18.0.16 RSU16998 / ... l-w;...rkhop Denver110 3267 Quail Street rup Calc= MJB Front Doorfaces: E 30 0.470 0 34.3 1029 47.6 1428 30 0.470 0 34.3 1029 47.6 1428 60 0.470 0 34.3 2059 47.6 2856 30 0.470 0 34.3 1029 16.1 483 21 0.290 10.5 21.2 445 7.09 149 74 0.061 34.0 2.28 168 0.71 53 13 0.020 0 1.46 19 0 0 2018 -May -14 11.09:45/g Pig. 17 f Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 KITCHEN � Craig Q �WebREPS WebReps LLC. n: �t 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@%ebrepshvac corn License: CAC54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor. Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuKgF- F Design TD (°F) 73 17 Latitude: 40°N Btuh Relative humidity (%) 30 50 Outdoor Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 20 0.060 Daily range (°F) - 28 ( H ) Method Simplified 10 Wet bulb (°F) - 60 Construction quality Tight 23.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' BtuKgF- F fVFBtuh BwKffl2 Btuh BUM Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" mod shth, r-25 cav ins, 1/2" gypsum n 20 0.060 23.0 4.38 89 0.51 10 board int fnsh, r-2 ext bd ins, 2N13" wood fan, 16" o.c. stud a 259 0.060 23.0 4.38 1133 0.51 133 s 43 0.060 23.0 4.38 187 0.51 22 all 322 0.060 23.0 4.38 1409 0.51 165 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, a 90 0.470 0 34.3 3088 47.6 4285 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (6 it window ht, 1 ft sep.); 6.67 ft head ht 4B2-2fv: 2 glazing, cir outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, a 18 0.450 0 32.9 591 41.6 748 1/4" thk; 50% outdoor insect screen; 2 ft overhang (1.5 it window ht, 1 it sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 145 0.061 34.0 2.28 331 0.71 104 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 1 0.020 0 1.46 1 0 0 Ad- wrightsoft RightSuite®Universal 201818.0.16RSU16998 HVINDWorkshop Denver110 3267 Quail Streetrup Calc= MJ8 Front Door faces: E 2018 -May -14 11fN s 18 ,heat Ridge gu'tldin9 pNision Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 BREAKFAST NOOK' By. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Nenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manua1i@webrep4vac.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 Indoor. Heating Cooling 70 75 73 17 30 50 35.4 -36.3 Simplified Tight 2 (Tight) Construction descriptions Indoor temperature (°F) Area Design TD (°F) Insul R 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 2 (Tight) Construction descriptions Or Area U -value Insul R Htg HrM Loss Clg HTM Gain ft' BbJMN--°F ffl°F/Btuh Btuhr Btuh BtuW2 Btuh Walls 12F 2bw Frm wall, brk 4" ext, 1 /2" wood shth, r-25 cav ins, 1/2" gypsum s 14 0.060 23.0 4.38 59 0.51 7 board int fnsh, r-2 ext bd ins, 2"x6" wood frm, 16" o.c. stud w 182 0.060 23.0 4.38 798 0.51 93 all 196 0.060 23.0 4.38 857 0.51 100 Partitions (none) Windows 10av: 2 glazing, dr outr, argon gas, vnl frm mat, cir lowe innr, 1/4" gap, w 65 0.490 0 35.8 2313 9.05 586 1/4" thk; 50% outdoor insect screen; 20 It overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vni frm mat, or lowe innr, 1/4" gap, w 90 0.470 0 34.3 3088 47.6 4285 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 It window ht, 1 ft sep.); 6.67 it head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 30 0.470 0 34.3 1029 16.1 483 1/4" thk; 50% outdoor insect screen; 20 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Dons (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 coil 114 0.061 34.0 2.28 260 0.71 82 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 11 0.020 0 1.46 17 0 0 * wrightsoft` 2018 -May -141109:49' •� ,,,:,,. „-, ..,,,,.,,, , -.,,,, RightSuite®Universa1201818.0.16 RSU16998 Page 19 I& ... MADlWorl6hop Denver110 3267 Quail Streetrup Calc= MJS Front Door faces: E ,Whet Ridge ,Building Division Component Constructions Job: 3267 Quail Street P Date: May 9111, 2018 WebREPS COAT Pan: Craig C. Street 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beads, FL 32960 Phone: 800-810-3280 Email: rnanualj@webrepshvac.com License: CAC.54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Design Cnnditir 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 2 (Tight) Construction descriptions Or Area UAmlue Insul R Htg HTM loss Clg KTM Gain ft' BtWJN'-°F ft'-°FBtuh BtuhW Stuh BtuhW Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) -Fkwrightsoft- !!��►ti.� NghtSuite® Universal 2018 18.0.16 RSU16998 'Ica... M9oG\workshop Denver\10 3267 Quail Slreet.rup Calc= MJ8 Front Door faces: E 2016-naay-1410 'Page 20 heat Ridge g6\16\09 0w is\On Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 PANTRY By. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom License: CAC54709 lZilKsoject intormation 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 Construction descriptions Walls 12F-2bw. Fr n wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2-x6" mod frm, 16" o.c. stud Partitiorts (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area 1.1 -value Insul R Htg HTM Loss Cig HTM Gain it, BtiM"F WFJBtuh Btuh/w Btuh BtuhW Bluh e 52 0.060 23.0 4.38 227 0.51 27 +P- wrightsoft- 2018 -May -1411,4145 „...,,, Right-Suite(ii) Universal 2018 18.0.16 RSU16998 Page 21 ACCh.... H\AMWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E r \d9e Vv� ,ODUdin9 piv1slon Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 73 17 Relative humidity (%) 30 50 Cooling Moisture difference (gdlb) 35.4 -36.3 92 Infiltration: 28 ( H ) Method Simplified 60 Construction quality Tight 7.5 Fireplaces 2 (Tight) Walls 12F-2bw. Fr n wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2-x6" mod frm, 16" o.c. stud Partitiorts (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area 1.1 -value Insul R Htg HTM Loss Cig HTM Gain it, BtiM"F WFJBtuh Btuh/w Btuh BtuhW Bluh e 52 0.060 23.0 4.38 227 0.51 27 +P- wrightsoft- 2018 -May -1411,4145 „...,,, Right-Suite(ii) Universal 2018 18.0.16 RSU16998 Page 21 ACCh.... H\AMWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E r \d9e Vv� ,ODUdin9 piv1slon Component Constructions Job: 3267 Quail Street Data: May 9th, 2018 HALL By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom License: CA054709 Project• • For, Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ]lesion Conditic Location: Insul R Indoor. Heating Cooling Denver Intemationa, CO, US BtuhV Indoor temperature (°F) 70 75 Elevation: 5430 It Design TD (°F) 73 17 Latitude: 40'N board int fnsh, r-2 ext bd ins, 216" wood frm, 16" o.c. stud Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (gdlb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: Windows Daily range (*F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Ceilings Construction descriptions or Area u -glue Insul R Htg HTM Loss Clg HTM Gain ft' BtttVWF ft?°FMtuh BtuhV Bluh ahtffl Btuh Walls 12F 2bw. Fnn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 14 0.060 23.0 4.38 59 0.51 7 board int fnsh, r-2 ext bd ins, 216" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 1 0.061 34.0 2.28 2 0.71 1 ins, 1/2" gypsum board int fnsh Flocs (none) 4i- Wrightso2018-May-1414Q9:45r ,,,, _ w ft . RightSuite®Universa1201818.0.16RSU16998 Page22 ACCO+ ... H\PGlworkshop Demer\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E gai Rid9e �►h 13Ulldln9 plvi,ior• Component Constructions Job. 3267 Quail Street p Date: May 9th, 2018 OFFICE %r Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC.54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor Heating Cooling Denver Intemationa, CO, US Loss Cig HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft BtuW2F Design TD (°F) 73 17 Latitude: 40°N Btuh Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 113 0.060 Daily range (°F) - 28 (H ) Method Simplified 58 Wet bulb (°F) - 60 Construction quality Tight 23.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area tl value Insul R Htg HTM Loss Cig HTM Gain fV BtuW2F ft'-°F/Btuh BtuWW Btuh BtUW Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 113 0.060 23.0 4.38 493 0.51 58 board int fnsh, r-2 ext bd ins, 2'S6' wood frm, 16" o.c. stud w 62 0.060 23.0 4.38 273 0.51 32 all 175 0.060 23.0 4.38 765 0.51 90 Partitions (none) Windows 4A2-2ov: 2 glazing, dr, outr, argon gas, vnl frm mat, dr low -e innr, 1/4" gap, w 48 0.470 0 34.3 1647 47.6 2285 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 6 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 3 0.020 0 2.28 14 0.71 4 1.46 4 0 0 2018 -May -1a. %V wrightsoft" R9htSuite®Universal201818.0.16RSU16998 `Paagge23 ... FNPQWorkshop Denver110 3267 Quail StreeLrup Calc= MJ8 Front Door faces: E .Wheat Rage Building Division Component Constructions Job: 3267 Quail Street P Date: May 911r 2018 WIC W. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 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: 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 2 (Tight) Construction descriptions Or Area Wralue Insul R Htg HTM Loss Clg HTM Gain it' Btutffl'F iN'FBtuh Btutff Btuh BtuhW Btuh Walls 12F 2bw. Frm wall, brk 4" ext, 1 /2" wood shth, r-25 cav ins, 1/2" gypsum n 38 0.060 23.0 board int fnsh, r-2 ext bd ins, 2"AF wood frm, 16" o.c. stud W 56 0.060 23.0 all 95 0.060 23.0 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21 A32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 2 0.020 0 4.38 168 0.51 20 4.38 246 0.51 29 4.38 414 0.51 48 1.46 2 0 0 2018-!Vlay, 14 A I Q9:4,5 wrightsafit RightSuite®Universa1201818.0.16RSU16998 Page 24 ACC;K ...HY50WorkshopDenverMl) 3267 Quail Streetrup Calc=MJS Front Door faces: E ,heat Ridge 13u0l119 pwision Component Constructions Job: 3267 Quail Street Date: May 9th, 2018 BATH 2 By: Craig C. Bros WebRBPS WebReps LLC. Pian: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom 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 (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) 150 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area Wralue insui R Htg HTM Loss Clg HTM Gain ft' Bh tffl- F fVFBtuh etuw Btuh BMW Btuh Walls 12F-2bw. Firm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 65 0.060 23.0 4.38 283 0.51 33 board int fnsh, r-2 ext bd ins, 2'W" wood frm, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr, outr, argon gas, vnl fnn mat, dr low -e innr, 1/4" gap, n 10 0.470 0 34.3 329 16.1 155 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4.8 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) wrilghtsc ft` !!��►�►�. _, RightSuite@Universal 201818.0.16 RSU16998 .1C ... HVWD orkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Doorfaces: E 2018 -May -1411,09:45 Page'25 Ojeat Ridge gu0'1n9 pwlsion Component Constructions Job: 3267 Quail Street P Date: May 9th, 2018 PLAYROOM %r Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Name Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualjCa'A ebrepshvac.com License: CAC54709 Construction descriptions Or Area U -value Insul R iltg HTM Loss Clg FRM Gain ft2 BtLtff°F W-°FBtuh Btuww Bnn Btuhm° stet, Walls 12F-2bw. Frrn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 53 0.060 23.0 board int fnsh, r-2 ext bd ins, 2x6" wood frm, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl ftm mat, dr low -e innr, 1/4" gap, n 48 0.470 0 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 2 0.061 34.0 ins, 1/2" gypsum board int fish Floors (none) -� wrightso,- !�►�. ,,..,, ,...,.._„f RightSuite®Universal 201816.0.16RSU16998 HPG\Workshop Denver\10 3267 Quail Streetrup Calc= MJ8 Front Door faces: E 4.38 233 0.51 27 34.3 1647 16.1 774 2.28 5 0.71 2018 -May 14:,1.1:09:45 Page 26 Wheat Ridge auilding D+vision Project• • 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 (grRb) 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 2 (Tight) Construction descriptions Or Area U -value Insul R iltg HTM Loss Clg FRM Gain ft2 BtLtff°F W-°FBtuh Btuww Bnn Btuhm° stet, Walls 12F-2bw. Frrn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 53 0.060 23.0 board int fnsh, r-2 ext bd ins, 2x6" wood frm, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl ftm mat, dr low -e innr, 1/4" gap, n 48 0.470 0 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 2 0.061 34.0 ins, 1/2" gypsum board int fish Floors (none) -� wrightso,- !�►�. ,,..,, ,...,.._„f RightSuite®Universal 201816.0.16RSU16998 HPG\Workshop Denver\10 3267 Quail Streetrup Calc= MJ8 Front Door faces: E 4.38 233 0.51 27 34.3 1647 16.1 774 2.28 5 0.71 2018 -May 14:,1.1:09:45 Page 26 Wheat Ridge auilding D+vision Component Constructions Job: 3267 Quail Street Date: May 91h, 2018 WebREPS POWDER BATH By- Craig Q C. 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 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom ]psinn Cnnciific Location: Or Area Indoor Heating Cooling Denver International, CO, US Gain Indoor temperature (°F) 70 75 Elevation: 5430 It BMW 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: board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud a 38 Daily range (°F) - 28 ( H ) Method Simplified 20 Wet bulb (°F) - 60 Construction quality Tight 4.38 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area U -value insul R Hb MTM toss Cig HTM Gain fl' Btufff2F fR°FBtuh BMW Btuh BtuWW Stuh Walls 12F-2bw. Frm wail, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 80 0.060 23.0 4.38 352 0.51 41 board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud a 38 0.060 23.0 4.38 168 0.51 20 all 119 0.060 23.0 4.38 520 0.51 61 Partitions (none) Windows 4A2-2ov: 2 gla2ing, droutr, argon gas, vnl frm mat, dr low -e innr, 1/4"gap, n 10 0.470 0 34.3 329 16.1 155 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4.8 It window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings (none) Floors (none) -F4d- wrilghttsoR^ PightSuite®Universal201818.0.16 RSU16998 ... H\PQWorkshop Denvertl0 3267 Quail Street rup Calc= MJB Front Door faces: E 2018 -May -14.1.1 �,9:4j Page 27 .heat Ridge building plvls�on Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 MUD ROOM W. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Aenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manual]a)vvebrepshvac corn License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor Heating Cooling Denver Intemationa, CO, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 5430 It Bhffff F Design TD (°F) 73 17 Latitude: 40°N Btuh Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 110 0.060 Daily range (°F) - 28 (H ) Method Simplified 57 Wet bulb (°F) - 60 Constructon quality Tight 23.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area U-vzlue Insul R Htg HTM Loss Clg HTM Gain ft' Bhffff F WF/Btuh Bt wftl Btuh Bt hW Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 110 0.060 23.0 4.38 483 0.51 57 board int fish, r-2 ext bd ins, 2'Sc6" wood frm, 16" o.c. stud s 52 0.060 23.0 4.38 228 0.51 27 all 162 0.060 23.0 4.38 711 0.51 83 Partitions 12C-Osw. Frm wall, stucco ext, r-13 cav ins, 2A" wood frm, 16" o.c. stud 77 0.091 13.0 6.64 508 0.87 66 Windows 4A2-2ov: 2 glazing, dr, outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, s 56 0.470 0 34.3 1921 20.1 1128 1/4" thk; 50% outdoor insect screen; 2 ft overhang (7 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 96 0.061 34.0 2.28 218 0.71 68 ins, 1 /2" gypsum board int fnsh Floors 21A32t: Bg floor, heavy damp soil, 10' depth, carp 80% flr fnsh 100 0.020 0 1.46 146 0 0 Ad-wrightsoft` ,,,. ,. , RightSuite®Universal 201818.0.16 t2SU16998 HWQWorkshop Denver110 3267 Quail Street rup Calc= MJ8 Front Doorfaces: E 2018 -May-? 411 �Q:45 age 28 'Wheat Ridge i3ad'ng oiv'slon Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 MASTER BEDROOM By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuali@%ebrepshvaccom License: CAL54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Location: Or Indoor: Heating Cooling Denver Intemationa, CO, US Loss cig HTM Indoor temperature (°F) 70 75 Elevation: 5430 ft Btuh k1F Design TD (°F) 73 17 Latitude: 40°N Btuh Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 237 0.060 Daily range (°F) - 28 (H ) Method Simplified 122 Wet bulb (°F) - 60 Construction quality Tight 23.0 Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area Llvalue Insul R Htg HTM Loss cig HTM Gain ft' Btuh k1F WF/Btuh BtuW Btuh BMW Btuh Walls 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 60 0.470 0 34.3 2059 47.6 2856 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 It 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 237 0.060 23.0 4.38 1038 0.51 122 board int fnsh, r-2 ext bd ins, 216" wood frm, 16" o.c. stud s 123 0.060 23.0 4.38 539 0.51 63 w 102 0.060 23.0 4.38 447 0.51 52 all 462 0.060 23.0 4.38 2024 0.51 237 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, n 12 0.470 0 34.3 412 16.1 193 1/4" thk; 50% outdoor insect screen; 2 It overhang (2 It window ht, 1 ft sep.); 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, w 60 0.470 0 34.3 2059 47.6 2856 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 It sep.); 6.67 ft head ht 4A2-2ovd: 2 glazing, cir outr, argon gas, vni frm mat, dr lowe innr, 1/4" n 48 0.470 0 34.3 1647 16.1 774 gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (8 ft window ht, 1 ft sep.); 6.67 It head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vni frm mat, cir low -e innr, 1/4" gap, s 30 0.470 0 34.3 1029 17.7 532 1/4" thk; 50% outdoor insect screen; 2 It overhang (5 ft window ht, 1 It sep.); 6.67 It head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 378 0.061 34.0 2.28 860 0.71 270 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 285 0.020 0 1.46 416 0 0 wrightsoft' 2018 -May -1411:09:45 •` ,wor,,,.,- a,,.,.,,..,.,,-„:.,.„.,, RightSuite®Universa1201818.0.16RSU16998 ... MnLlicshop Denwer\10 3267 Quail Streetrup Calc= W8 Front Door faces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street Date: May 9th, 2018 MASTER BATH By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CACS4709 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 It 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 2 (Tight) Construction descriptions Or Area U -value Irtsul R Htg HTM Moss Clg HTM Gain ft' BIuhK 2F RK°F/Btuh BtuW Btuh Btuh/ t' Bluh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 59 0.060 23.0 4.38 260 0.51 30 board int fish, r-2 ext bd ins, 2'W" wood frim, 16" o.c. stud w 29 0.060 23.0 4.38 128 0.51 15 all 89 0.060 23.0 4.38 388 0.51 45 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frim mat, dr lowe innr, 1/4" gap, s 15 0.470 0 34.3 515 16.1 242 1/4" thk; 50% outdoor insect screen; 2 ft overhang (2.5 ft window ht, 1 ft sep.), 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 176 0.061 34.0 2.28 400 0.71 126 ins, 1/2"gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%firfnsh 27 0.020 0 1.46 39 0 0 C -ght 501Ft` Right-Suite®Universal20l8l8.0.16 RSU16998 2018 -May CiNd f 5 HIQQftrlksho. n , l 30 !!���� r� /IC,:C.7� , p DenverNO 3267 Quail Street.rup Calc MA Front Door faces: E Wheat Ridge Building Division Component Constructions P WC WebREPS WebReps LLC. 1-800-810-3280 1880 82nd !venue Suite 203, Vero Beach, FL 32960 Phone: 800.810-3280 Email: manualj@webrepstmc.com License: CPG54709 Job: 3267 Quail Street Date: May 9th, 2018 By. Craig C. Brooks Plan: 3267 Quail Street 34.0 Project• • 0.71 18 For. Brad Weiman, Workshop Denver 0 1.46 18 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 2 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss 0-g HTM Gain R' BtL"WF ft22FBtuh BtuhT Btuh BtuhMP Btuh Walls 12F 2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 34 0.060 23.0 4.38 148 0.51 17 board int fnsh, r-2 ext bd ins, 2"x6" mod frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil ins, 1/2" gypsum board int fish Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 25 0.061 34.0 2.28 58 0.71 18 12 0.020 0 1.46 18 0 0 wrilghtsci t- 2018 -May -141109:45 Right -Suite® Universal 2018 18.0.16 RSU16998 %4601 /4C�.... H=\Workshop Denvehl0 3267 Quail Streetrup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions WebREPS MASTER CLOSET 1-800-810-3280 WebReps LLC. 1880 82nd Atenue 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 Job: 3267 Quail Street Date: May 9th, 2018 By: Craig C. Brooks Plan: 3267 Quail Street Location: or Indoor. Heating Denver International, CO, US 1.46 Indoor temperature (°F) 70 Elevation: 5430 ft Design TD (°F) 73 Latitude: 40°N a Relative humidity (%) 30 Outdoor Heating Cooling Moisture difference (grAb) 35.4 Dry bulb (°F) -3 92 Infiltration: 0.060 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions or Area tivalue 0 1.46 11' Btulffl- F Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" mod shth, r-25 cav ins, 1/2" gypsum a 27 0.060 board int fnsh, r-2 ext bd ins, 2'k6" wood fret, 16" o.c. stud s 70 0.060 all 97 0.060 Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 130 0.061 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 25 0.020 Insul R Htg HTM WF/Bluh BUM 23.0 4.38 23.0 4.38 23.0 4.38 Cooling 75 17 50 -36.3 Loss Cig HTM Gain Btuh BtuhV Btuh 118 0.51 14 306 0.51 36 424 0.51 50 34.0 2.28 295 0.71 93 0 1.46 37 0 0 wrightsoft` RightSuiteSUniversa1201818.0.16RSU16998 2018-May-1411:09:45Paje&0' ... H\MWorlshop Denver110 3267 Quail Streetlup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions ebJREPS CATWALK 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.00m Job: 3267 Quail Street Date: May 9th, 2018 W. Craig C. Brooks Plan: 3267 Quail Street Location: or Indoor. Heating Denver Intemationa, CO, US BMW Indoor temperature (°F) 70 Elevation: 5430 It 4.38 Design TD (°F) 73 Latitude: 40°N e Relative humidity (%) 30 Outdoor. Heating Cooling Moisture difference (gdlb) 35.4 Dry bulb (°F) -3 92 Infiltration: 0.060 Daily range (°F) - 28 (H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions or Area Uaralue f 22FBtuh BMW ft' BtutJtt'-°F Walls 4.38 20 0.51 2 12F-2bw. Fnn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum e 5 0.060 board int fnsh, r-2 ext bd ins, 2"x6" wood frm, 16" o.c. stud s 56 0.060 all 61 0.060 Partitions (none) Windows 4A2-2ov: 2 glazing, dr, outr, argon gas, vnl fnn mat, dr low -e innr, 1/4" gap, s 36 0.470 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 494 0.061 ins, 1 /2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 2 0.020 ti 4+0- wrilghtsoft- 1 ,;.�. Right -Suite® Universal 2018 18.0.16 RSU16998 ' ... HV�[7Worlcshop Denver110 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Cooling 75 17 50 -36.3 Insul R Htg HTM Loss Clg KM Gain f 22FBtuh BMW Btuh Btuh/ft' Btuh 23.0 4.38 20 0.51 2 23.0 4.38 246 0.51 29 23.0 4.38 266 0.51 31 0 34.3 1235 19.1 689 34.0 2.28 1124 0.71 353 0 1.46 3 0 0 2018 -May -1411:09A5 Page,�3 •i' Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street P Date: May 9th, 2018 WebREPS CHASE 2 BY. Plan: Craig 3267 QC�ll3rt des t 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccom License: C CS4709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@wofthopdenver.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 2 (Tight) Construction descriptions Or Area Uiralue Insul R HN KrM Loss Gg HTM Gain ft' BhAY MF if 2%tuh BWWft' Btuh BtuhMP Btuh Walls 12F-2bw. Fnn wail, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum a 20 0.060 23.0 4.38 89 0.51 10 board int fnsh, r-2 ext bd ins, 2 k6" wood frm, 16" o.c. stud s 18 0.060 23.0 4.38 79 0.51 9 all 38 0.060 23.0 4.38 168 0.51 20 Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 15 0.061 34.0 2.28 33 0.71 10 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 1 0.020 0 1.46 2 0 0 4j&- wrightso- 2018-May-1411,09:4�15 1 ftRightSuite® Universal 2018 18.0.16 RSU16998 P2g�t34Qf ... HWG\Workshop Denver\10~3267 Quail Streetrup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Com onent Constructions J� 3267 Quail Street P Date: May 9th, 2018 CHASE 1 By. Craig C. Brooks WebREPS WebReps LLC. Purr. 3267 Quail Street 1-800-810-3280 1880 82nd !venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CACS4709 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 It 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 2 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain R' BtutVWF WF/ tuh BtuhT Btuh BtuKV Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum s 16 0.060 23.0 4.38 69 0.51 8 board int fnsh, r-2 ext bd ins, 2"A" wood fnn, 16" o.c. stud w 23 0.060 23.0 4.38 99 0.51 12 all 38 0.060 23.0 4.38 168 0.51 20 Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 15 0.061 34.0 2.28 34 0.71 11 ins, 1/2" gypsum board int fnsh Floors (none) Wlrilghtsoft"` 2018 -May -1411:09:45 Df r .., Rght-Suite® Universal 2018 18.0.16 RSU16998 Page35 �+C\ ... WCWortcshop Denver110 3267 Quail Street rup Calc= W8 Front Doorfaces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street Date: May 9th, 2018 MECH2 By. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail street 1-800-810-3280 1880 82nd Fbenue 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 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 2 (Tight) Construction descriptions or Area Uaralue Insul R Htg HTM Loss Cig HTM Gain tt' BtJffF fPIFBtuh BtuWW Btuh BtUW Btuh Walls 12F lbw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum w 23 0.060 23.0 4.38 99 0.51 12 board int fnsh, r-2 ext bd ins, 2N6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 15 0.061 34.0 2.28 34 0.71 11 ins, 1/2" gypsum board int fnsh Floors (none) 2018 -May -14 11. C wrigt�tsoft' Right-Suite®Universal 201818.0.16RSU16998f Page 36 ... FAFO-Workshop Denver\70 3267 Quail Streetrup Calc = MJ8 Front Door faces: E Wheat Ridge Building Division Construction descriptions Or Area U -value insul R Htg HiM loss Clg HTM Gain it' Btt f 2F fN°F/Btuh BtjKw Stuh BtuhV Btuh Walls 12F 2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum a 74 0.060 23.0 4.38 325 0.51 38 board int fnsh, r-2 ext bd ins, 2'Sc6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 51 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 6 0.020 0 -F� wright�.soft' y►� .,.,,.,., .,..,,....,_.,,.,.,,u. 12ightSuite®Universe1201818.0.16RSU16998 ,0& ... i-PODrkshop Denver\1 13267 Quail Streetrup Calc= MJ8 Front Door faces: E 2.28 Component Constructions P 0.71 Job: 3267 Quail Street 1.46 8 0 Date: May 9th, 2018 YVefJ.L�.f:.PS KI YY/C? Pen: Craig C. 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 Project• • 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 It 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 2 (Tight) Construction descriptions Or Area U -value insul R Htg HiM loss Clg HTM Gain it' Btt f 2F fN°F/Btuh BtjKw Stuh BtuhV Btuh Walls 12F 2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum a 74 0.060 23.0 4.38 325 0.51 38 board int fnsh, r-2 ext bd ins, 2'Sc6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 51 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 6 0.020 0 -F� wright�.soft' y►� .,.,,.,., .,..,,....,_.,,.,.,,u. 12ightSuite®Universe1201818.0.16RSU16998 ,0& ... i-PODrkshop Denver\1 13267 Quail Streetrup Calc= MJ8 Front Door faces: E 2.28 116 0.71 36 1.46 8 0 0 2018 -May -1411,:0' Pag"e� 7 of Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street P Date: May 9th, 2018 BEDROOM 3 By- Craig C. Brooks We6REPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaacom License: CAG54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com ]Psion Cnnditic Location: Indoor. Heating Cooling Denver Intealationa, 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 2 (Tight) Construction descriptions Or Area Uaralue Insul R Htg HTM Loss Clg HM Gain ft' BbA f 2F ft'-°r-/Btuh BtUM2 Btuh BtuhV Bfuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2`x6" wood fan, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl fan mat, dr lowre innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (2 ft window ht, 1 It sep.), 6.67 ft head ht 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 ft sep.); 6.67 It head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 coil ins, 1/2" gypsum board int fnsh Floors (none) s 81 0.060 23.0 4.38 353 0.51 41 w 94 0.060 23.0 4.38 413 0.51 48 all 175 0.060 23.0 4.38 765 0.51 90 w 16 0.470 0 s 32 0.470 0 153 0.061 34.0 34.3 549 40.3 646 34.3 1098 16.1 516 2.28 348 0.71 109 2018 -May -1411D9: g t w�ightsoftb Pight-Suite®Universal201818.0.16RSU16998 y 38 �.. ...,., ^ Page 38 HWG1Workshop Denve_.r\10...3267 Quail Street.rup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street Date: May 9th, 2018 LINEN By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 1880 82nd ALenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaacom License: CAC54709 For: Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenver.com 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 2 (Tight) Construction descriptions or Area U -value Insul R Htg HrM Loss Clg HTM Gain R, BVVWF WFMtuh BUMP Btuh BtuhMt' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 5 0.061 34.0 2.28 11 0.71 3 ins, 1/2" gypsum board int fnsh Floors (none) Ad- 2018 -May -1411:09:4[5 RightSuite® Universal 201818.0.16 RSU16998 Pa§i `99C KPM-Workshop I3enver\10 3267 Quail Streetrup Calc= MJ8 Front Door faces: E Wheat Ridge Building piviston Component Constructions LAUNDRY WebPEPS WebReps LLC. 1-800-810-3280 1880 82nd Aenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 W. Craig C. Bro&s Plan: 3267 Quail Street Project• • 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 2 (Tight) Construction descriptions Or Area U-wlue Insul R Htg HTM Loss Clg HTM Gain a= Bt„nrn;°F avF/Bwh Btuh1F atuh BtuKV Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 74 0.061 34.0 2.28 167 0.71 53 ins, 1/2" gypsum board int fnsh Floors (none) - wrightsa- 2018-Map1411:09:45 �A. ft -. ,._.._. Right -Suite® Universal 2018 18.0.16 RSU16998 Pagel of ... HUaGlWorlcshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions BEDROOM 2 ebREPS WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 n: Craig W �Q Brooks U -value Project• • Loss Clig HTM For. Brad Weiman, Workshop Denver ft° Bluff -°F ft'-°F/Btuh 4100 Jason Street, Denver, CO 80211 Btuh BtuhRt' Btuh Walls Phone: 720-746-9240 Email: morgan@workshopdenver.com 12F-2bw. Frm mall, brk 4" ext, 1/2" mod shth, r-25 cav ins, 1/2" gypsum n 115 Design Conditions 23.0 4.38 Location: Indoor. Heating Cooling Denver Intemationa, CO, US Indoor temperature (°F) 70 75 Elevation: 5430 ft 292 0.51 Design TD (°F) 73 17 Latitude: 40°N 0.060 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 2 (Tight) Construction descriptions Or Area U -value Insul R Htg HTM Loss Clig HTM Gain 16 ft° Bluff -°F ft'-°F/Btuh BtuhV Btuh BtuhRt' Btuh Walls 12F-2bw. Frm mall, brk 4" ext, 1/2" mod shth, r-25 cav ins, 1/2" gypsum n 115 0.060 23.0 4.38 503 0.51 59 board int fnsh, r-2 ext bd ins, 2'x6" wood frm, 16" o.c. stud a 67 0.060 23.0 4.38 292 0.51 34 all 182 0.060 23.0 4.38 795 0.51 93 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl frm mat, dr lowe innr, 1/4" gap, a 48 0.470 1/4" thk; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 163 0.061 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 11 0.020 wrilghtsoft° '�► . ,4.. A ....,.,,._..._.,., RightSuite®Universal 201818.0.16RSU16998 ,45&... H\POWorkshop Denver110 3267 Quail Street.rup Calc= MJ8 Front Door faces: E 0 34.3 1647 47.6 2285 34.0 2.28 370 0.71 116 0 1.46 16 0 0 2018 -May -141109:J5 Page 41 Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street Date: May 9th, 2018 BATH2 By: Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 Quatl 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 Htg HTM Loss ag HTM Gain T BtuWWF ft'-°F/Btuh BtuW Btuh BtuhHi' Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 66 0.060 23.0 4.38 289 0.51 34 board int fnsh, r-2 ext bd ins, 2'St6" wood frm, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl fnn mat, dr lowe innr, 1/4" gap, n 15 0.470 0 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 56 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 5 0.020 0 34.3 515 16.1 242 2.28 128 0.71 40 1.46 For. Brad Weiman, Workshop Denver 0 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 It Design TD (°F) 73 17 Latitude: 40°N Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grNb) 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 2 (Tight) Construction descriptions Or Area Ll -value Insul R Htg HTM Loss ag HTM Gain T BtuWWF ft'-°F/Btuh BtuW Btuh BtuhHi' Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 66 0.060 23.0 4.38 289 0.51 34 board int fnsh, r-2 ext bd ins, 2'St6" wood frm, 16" o.c. stud Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl fnn mat, dr lowe innr, 1/4" gap, n 15 0.470 0 1 /4" thk; 50% outdoor insect screen; 2 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 cell 56 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80% fir fnsh 5 0.020 0 34.3 515 16.1 242 2.28 128 0.71 40 1.46 7 0 0 " Wrlightsaft- 2018-May-1411fl9:45 «.:. ,-,. , ,......,-.,..., RightSuite®Universal201818.0.16RSU16998 Page 42 IZ&... H1N,1Wort6hop Denver110 3267 Quail Street rup Calc = MJ8 Front Door faces: E Wheat Ridge Building Division Component Constructions Job: 3267 Quail Street p Date: May 9th, 2018 Y IMC3 By. Craig C. Brooks WebREPS WebReps LLC. Plan: 3267 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@workshopdenvercom Location: Denver Intemationa, CO, US Elevation: 5430 It 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 2 (Tight) Construction descriptions Or Area U -value Insul R ft iirM Loss 0-g HTM Gain ft' Bti"WF WF/Btuh BtuKV Btuh BtUWft' Btuh Walls 12F-2bw. Fnn wall, brk 4" ext, 1/2" wood shth, r-25 cav ins, 1/2" gypsum n 38 0.060 23.0 4.38 168 0.51 20 board int fnsh, r-2 ext bd ins, 2x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 ceil 27 0.061 34.0 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%flrfnsh 2 0.020 0 2.28 60 0.71 19 1.46 3 0 0 444- wrightsoft- 2018 -May -1411:09: _. ., RightSuiteC"IUniversal 201818.0.16RSU16998 Page ... HV3QWorkshop Denver\10 3267 Quail Streettup Calc = MJB Front Doorfaces: E Wheat Ridge Building Division Component Constructions BATH3 WebREPS WebReps LLC. 1-800-810-3280 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvaccorn License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 W. Craig C. Brooks Plan: 3267 Quail Street Area Project• • Htg HTM For. Brad Weiman, Workshop Denver ft, 4100 Jason Street, Denver, CO 80211 ftuF/Btuh Btuww Btuh BluhW Phone: 720-746-9240 Walls Email: morgan@workshopdenvercom Design Conditions 12F-2bw. Frm wall, brk 4" ext, 1 /2" wood shth, r-25 cav ins, 1/2" gypsum 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 4.38 Relative humidity (%) 30 50 Outdoor. Heating Cooling Moisture difference (grAb) 35.4 -36.3 Dry bulb (°F) -3 92 Infiltration: 565 0.51 Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 60 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Construction descriptions Or Area tivalue Insul R Htg HTM Loss Clg H1M Gain ft, BIutVWF ftuF/Btuh Btuww Btuh BluhW Btuh Walls 12F-2bw. Frm wall, brk 4" ext, 1 /2" wood shth, r-25 cav ins, 1/2" gypsum n 73 0.060 23.0 4.38 319 0.51 37 board int fnsh, r-2 ext bd ins, 2'k6" wood fnn, 16" o.c. stud w 56 0.060 23.0 4.38 246 0.51 29 all 129 0.060 23.0 4.38 565 0.51 66 Partitions (none) Windows 4A2-2ov: 2 glazing, dr outr, argon gas, vnl fnn mat, dr low -e innr, 1/4" gap, n 6 0.470 0 34.3 206 16.1 97 1/4" thk; 50% outdoor insect screen; 2 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors (none) Ceilings 16X19-15ad: Attic ceiling, asphalt shingles roof mat, r-7 roof ins, r-15 veil 55 0.061 34.0 2.28 124 0.71 39 ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy damp soil, 10' depth, carp 80%fir fnsh 4 0.020 0 1.46 6 0 0 Ad-wright; soft, 2018-!Vlay-1411:09:4ff Right -Suite® Universal 2018 18.0.16 RSU16998 Page 44 ACCP.... KPOWorkshop Denver\10 3267 Quail Street.rup Calc= IVU8 Front Door faces: E Wheat Ridge Building Division Project Summary WebREPS Entire House 1-800-810-3280 WebReps LLC. 1880 82nd Menue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuali@webrepshvac.00m License: CAC54709 Project• • For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Notes: 3267 Quail Street Design Information Weather. Denver Intemationa, CO, US Job: 3267 Quail Street Date: May 9th, 2018 W. Craig C. Brooks Plan: 3267 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 90040 Btuh Structure 40693 Btuh Duds 20020 Btuh Ducts 23169 Btuh Central vent (223 dm) 14677 Btuh Central vent (223 dm) 3358 Btuh Humidification 2672 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 127408 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 67220 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tlght Fireplaces 2 (Tight) Structure 25700 Btuh Duds -466 Btuh Central vent (223 dm) -4515 Btuh Heati Cook Area (ft) 594 59441 Equipment latent load 25233 Btuh Volume (ft) 59335 59335 Air changes/hour 0.14 0.07 Equipment Total Load (Sen+Lat) 92453 Btuh Equiv AVF (dm) 136 69 Req. total capacity at 0.70 SHR 8.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Airflowfador 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 1 .. »...,..:.-_.,..,... W 2018 May 4110 :46fght-Suite® Universal 201818.0.16 RSU16998 Page l MAC\Workshop Denver\10 3267 Quail Street.rup Calc = MJ8 Front Door faces: E Wheat Ridge Building Division Project Summary WebREPS 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@mbrepshvac.com License: CAC54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Notes: 3267 Quail Street Job: 3267 Quail Street Date: May 9th, 2018 By: Craig C. Brooks Plan: 3267 Quail Street Design Information j Weather: Denver Intemationa, 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 24352 Btuh Structure 13838 Btuh Ducts 10038 Btuh Ducts 9934 Btuh Central vent (85 cfm) 5581 Btuh Central vent (85 cdrn) 1277 Btuh Outside air Outside air Humidification 3346 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 43317 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 26756 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tigght Fireplaces 2 (Tight) Structure 9865 Btuh Ducts -341 Btuh Central vent (85 dm) -1717 Btuh Heating Coaling Outside air Area (ftp) 1830 1830 Equipment latent load 7806 Btuh Volume (ft3) 16466 16466 Air changes/hour 0.12 0.06 Equipment Total Load (Sen+Lat) 34562 Btuh Equiv. AVF (cfm) 32 17 Req. total capacity at 0.77 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK BY JOHNSON CONTROLS Trade ADP Model TM9E080C16MP11 Cond YCG36B21 AHRI ref 7118701 Cal CH362'6+TM9E080C16MP11 AHRI ref 8934783 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 27720 Btuh Heating output 77000 Btuh Latent cooling 8280 Btuh Temperature rise 71 °F Total cooling 36000 Btuh Actual airflow 1200 cfrn Actual airflow 1200 cfm Air flow factor 0.035 cfmBtuh Air flow factor 0.050 cfmBtuh Static pressure 0.57 in H2O Static pressure 0.57 in H2O Space thermostat Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2018 -May -1411:09:46 !!���.� »•. _..� . .., Right -Suite® Universal 2018 18.0.16 RSU16998 Page t h%4VWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E .Wheat Midge Building Division Pro ect Summary Job: 3267 Quail street 1 Date: May 9th, 2018 WebREP5 BASE + IST AC 1 By: 32 Craig C. Br Street 1-800-810-3280 WebReps LLC. 1880 82nd (venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC,54709 For. Brad Weiman, Workshop Denver 4100 Jason Street, Denver, CO 80211 Phone: 720-746-9240 Email: morgan@workshopdenvercom Notes: 3267 Quail Street Weather: Denver International, CO, US Winter Design Conditions Outside db -3 °F Inside db 70 °F Design TD 73 °F Heating Summary 15835 Structure 65688 Btuh Ducts 9982 Btuh Central vent (138 cfm) 9096 Btuh Outside air H 12912 Humidification 6444 Btuh Piping 0 Btuh Equipment load 91210 Btuh Infiltration Method Construction quality Fireplaces Simplified Tight 2 (Tight) Heating Cookng Area (ftz) 4112 4112 Volume (ft3) 42869 42869 Air changes/hour 0.14 0.07 Equiv.AVF (cfm) 103 53 Heating Equipment Summary Make York Trade YORK BY JOHNSON CONTROLS Model TM9E120D20MP11 AHRI ref 7118702 Efficiency 95AFUE Heating input 120000 Btuh Heating output 114000 Btuh Temperature rise 66 °F Actual airflow 1917 cfirn Air flow factor 0.025 cfm/Btuh Static pressure 0.58 in H2O Space thermostat Summer Design Conditions 15835 Outside db 92 °F Inside db 75 °F Design TD 17 °F Daily range H 12912 Relative humidity 50 % Moisture difference -36 gr/lb Sensible Cooling Equipment Load Sizing Structure 26854 Btuh Ducts 13547 Btuh Central vent (138 dm) 2081 Btuh Outside air Static pressure 0.58 Blower 1707 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmentsenslbleload 44189 Btuh Latent Cooling Equipment Load Sizing Structure 15835 Btuh Ducts -125 Btuh Central vent (138 dm) -2798 Btuh Outside air AHRI ref 9105411 Equipment latent load 12912 Btuh Equipment Total Load (Sen+Lat) 57100 Btuh Req. total capacity at 0.77 SHR 4.8 ton Cooling Equipment Summary Make York Trade ADP Cond YCG601321 Coil CH603*6+TM9E120D20MP 11 AHRI ref 9105411 Efficiency 12.5 EER, 15 SEER Sensible cooling 44275 Btuh Latentcooling 13225 Btuh Total cooling 57500 Btuh Actual airflow 1917 cfm Air flow factor 0.040 cfmBtuh Static pressure 0.58 in H2O Load sensible heat ratio 0.77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f - wrligttrtsol`t' 2018 -May -1411:09:46 +: .... .....,, .v_ ._ .„ Right -Suite® Universal 201818.0.16RSU16998 Page ...\PQWorkshopDenverM 3267 Quail Calc Front Door E v 1 iruL `I(1ge 3uilding Division Right -J® Worksheet WebREPS Entire House 1-800-810-3280 WebReQs LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name Entire House 2ND FLAC 2 2 Dposed wall 739.5 ft 202.5 ft 3 Room height 10.0 ft 9.0 It 4 Room dimensions 5 Room area 5941.1 ft 1829.5 ft Ty Construction U -value Or HTM Area (ft) Load Area (112) Load number (Btuh/ft -°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Bich) Heat Cool Gross NrP/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 1950 1689 7397 866 610 529 2316 271 1OD-v 0.490 n 35.77 9.05 64 0 2289 579 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 12 0 412 193 12 0 412 193 4A2-2ov 0.470 n 34.31 16.12 6 0 206 97 6 0 206 97 11 4A2-2ov 0.470 n 34.31 16.12 15 0 515 242 15 0 515 242 4A2-2ov 0.470 n 34.31 16.12 19 0 659 309 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 24 0 823 387 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 25 0 841 395 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 48 0 1647 774 0 0 0 0 4A2-2oed 0.470 n 34.31 16.12 48 0 1647 774 48 0 1647 774 12F-2bw 0.060 e 4.38 0.51 1810 1474 6457 756 241 193 844 99 4A2-2ov 0.470 e 34.31 45.79 32 10 1098 1465 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 49 10 1681 2333 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 120 25 4117 5713 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 48 10 1647 2285 48 10 1647 2285 4B2-2fv 0.450 e 32.85 41.55 18 15 591 748 0 0 0 0 11 PO 0.290 e 21.17 7.09 21 21 445 149 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 1979 1730 7576 887 569 456 1998 234 4A2-2ov 0.470 s 34.31 16.12 15 30 515 242 15 30 515 242 4A2-2ov 0.470 s 34.31 16.12 32 64 1098 516 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 32 64 1098 516 32 64 1098 516 4A2-2ov 0.470 s 34.31 17.73 30 50 1029 532 30 50 1029 532 4A2-2ov 0.470 s 34.31 19.14 24 34 823 459 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 25 34 841 469 0 0 0 0 4A2-2ov OA70 s 34.31 19.14 36 50 1235 689 36 50 1235 689 4A2-2ov OA70 s 34.31 20.15 56 67 1921 1128 0 0 0 0 12F-2bw 0.060 w 438 0.51 1876 1459 6390 748 403 327 1431 168 1OD-v 0.490 w 35.77 9.05 65 129 2313 586 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 16 10 549 646 16 10 549 646 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 180 37 6176 8569 60 12 2059 2856 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 30 60 1029 483 0 0 0 0 4A2-2ov 0.470 w 3431 16.12 30 60 1029 483 0 0 0 0 P 12C-OSN 0.091 6.64 0.87 77 77 508 66 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 2567 2567 5841 1834 1830 1830 4164 1308 F 21A -32t 0.020 1.46 0.00 2002 2002 2923 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 183 183 267 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 380 380 555 0 380 380 555 0 6 c)AED excursion 1427 119 Emelopelossrgain 81128 45202 22219 11269 12 a) Infiltration 8912 1041 2133 249 b) Room ventilation 10 01 0 0 13 Internal gains Omipants@ 230 5 1150 4 920 Appliances/other 1 -6700 1400 Subtotal (lines 6 to 13) 90040 40693 24352 13838 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 90040 40693 24352 13838 15 DuctloadS 1 22% 64% 20020 23169 41% 72% 10038 9934 Total room load 110060 63862 34390 23773 Airrequired (cfm) 3117 3117 1200 1200 +}.1- wrightsoft` Right -Suite® Universal 2018 18.0.16 RSU1 6998 HW\Workshop Denver\10 3267 Quail Street.rup Calc = W8 Front Door faces: E jj of idge dui(dinrg Division Right -J® Worksheet WebREPS Entire House 1.800-810-3280 WebReps LLC. 1880 82nd A/enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAG54709 Job: 3267 Quail Street Date: May ftl, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name BASE + 1ST AC 1 2 Dposed wall 537.0 ft 3 Room height 10.4 ft 4 Room dimensions 5 Room area 4111.6 ft Ty Construction U -value Or HTM Area (fF) Load Area Load number (BtuW-°F) (Btu hRt) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 1340 1160 5081 595 10D -v 0.490 n 35.77 9.05 64 0 2289 579 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 19 0 659 309 4A2-2ov 0.470 n 34.31 16.12 24 0 823 387 4A2-2ov 0.470 n 34.31 16.12 25 0 841 395 4A2-2ov 0.470 n 34.31 16.12 48 0 1647 774 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 12F-2bw 0.060 a 4.38 0.51 1570 1282 5613 657 4A2-2ov 0.470 e 34.31 45.79 32 10 1098 1465 4A2-2ov 0.470 e 34.31 47.61 48 10 1647 2285 4A2-2ov 0.470 e 34.31 47.61 49 10 1681 2333 4A2-2ov 0.470 e 34.31 47.61 120 25 4117 5713 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 4B2-2fv 0.450 e 32.85 41.55 18 15 591 748 11 PO 0.290 e 21.17 7.09 21 21 445 149 12F-2bw 0.060 s 4.38 0.51 1410 1273 5577 653 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 32 64 1098 516 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 4A2-2ov 0.470 s 34.31 1773 0 0 0 0 4A2-2ov 0.470 s 34.31 1914 24 34 823 459 4A2-2ov 0.470 s 34.31 19.14 25 34 841 469 4A2-2ov 0.470 s 3431 19.14 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 56 67 1921 1128 12F-2bw 0.060 w 4.38 0.51 1473 1132 4959 581 10D -v 0.490 w 35.77 9.05 65 129 2313 586 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 4A2-2ov 0.470 w 34.31 47.61 120 25 4117 5713 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 4A2-2ov 0.470 w 34.31 16.12 30 60 1029 483 4A2-2ov 0.470 w 34.31 16.12 30 60 1029 483 F, 12C-0sw 0.091 6.64 0.87 77 77 508 66 C 16X19-15ad 0.061 2.28 0.71 737 737 1677 527 F 21A -32t 0.020 1.46 0.00 2002 2002 2923 0 F 21A -32t 0.020 1.46 0.00 183 183 267 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 6 c)AED excursion 1308 Envelopeloss/gain 58909 33932 12 a) Infiltration 6779 792 b) Room ventilation 0 0 13 Intemal gains Occupants@ 230 1 230 Appliancesrother -8100 Subtotal (lines 6 to 13) 65688 26854 Less extemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 65688 26854 15 Dudloads 1 15% 59%1 9982 13547 Total room load 75670 40402 Air required (dm) 1917 1917 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. ity Of •� -P *- wrtghtsoft- 2018 -May -1411:09:46 �-• -u•-• -• - - Right-Suite&Universa1201818.0.16 RSU16998 ... HWG\Workshop Denver\10 3267 Quail Street.rup Calc = MJ8 Front Door faces: E Page 2 Building Division Right -J® Worksheet W bREPs 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CPG54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name 2ND FLAC 2 MASTER BEDROOM 2 E)posed wall 202.5 ft 68.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 5 Room dimensions Room area 1829.5 ft378.0 1.0 x 378.0 ft ft' Ty Construction U -value Or HTM Area (ftl) Load Area (ft-) Load number (Btuhff-`F) (Btu h/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-2bw 0.060 n 4.38 0.51 610 529 2316 271 297 237 1038 122 1OD-v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 12 0 412 193 12 0 412 193 4A2-2ov 0.470 n 34.31 16.12 6 0 206 97 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 15 0 515 242 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 48 0 1647 774 48 0 1647 774 12F-2bw 0.060 e 4.38 0.51 241 193 844 99 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 48 10 1647 2285 0 0 0 0 482-2fv 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 569 456 1998 234 153 123 539 63 4A2-2ov 0.470 s 34.31 16.12 15 30 515 242 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 32 64 1098 516 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 30 50 1029 532 30 25 1029 532 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 36 50 1235 689 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 403 327 1431 168 162 102 447 52 10D -v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 16 10 549 646 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 60 12 2059 2856 60 6 2059 2856 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 1830 1830 4164 1308 378 378 860 270 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 380 380 555 0 285 285 416 0 6 c)AED excursion 119 465 Envelopeloss/gain 22219 11269 8447 5327 12 a) Infiltration 2133 249 716 84 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliancestother 14001 300 Subtotal (lines 6to 13) 24352 13838 9163 6171 Less e)dernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtolal 24352 13838 9163 6171 15 Ductloads 41% 72% 10038 9934 41% 72% 3777 4430 Total room load 34390 23773 12940 10601 Airrequired (dm) 1200 1200 452 535 ;ity of Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. t Rj(j�e 2018 -May l4 Ai ag: •--•---•---•--- Aft Right-Suite®Universal 201818.0.16RSU16998 Page HWgWorkshop DenverNO 3267 Quail Street.rup Calc= IvU8 Front Door boos: E Right -J® Worksheet WebREPS 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Afenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name MASTER BATH WC 2 Exposed wall 11.5 ft 3.8 ft 3 Room height 9.0 ft heaV000l 9.0 ft heattcool 4 5 Room dimensions Room area 1.0 x 175.7 ft 175.7 f12 3.8 x 6.8 ft 253 fF Ty Construction U -value Or HTM Area (ftp) Load Area (fl?) Load number (BtUll t' -°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 0 0 0 0 0 0 0 0 1OD-v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4B2 -21v 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 74 59 260 30 34 34 148 17 4A2-2ov 0.470 s 34.31 16.12 15 15 515 242 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 29 29 128 15 0 0 0 0 10D -v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 176 176 400 126 25 25 58 18 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 27 .27 39 0 12 12 18 0 6 c)AED excursion -53 -5 Envelope loss/gain 1341 359 223 30 12 a) Infiltration 121 14 40 5 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances(other 0 0 Subtotal (lines 6 to 13) 1462 3731 263 35 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisiributon 0 0 0 0 14 Subtotal 1462 373 263 35 15 Duct loads 41% 72% 603 268 41% 72% 108 25 Total room load 2065 642 371 60 Air required (dm) 72 32 13 3 -ay of Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -tia- wrtytsew-c t- 2018 -May -1411:09:46 - •• -•-•- Right -Suite® Universal 2018 18.0.16 RSU16998 Page4 WQWorlehop Denver\10 3267 Quail Streetrup Catc= MJ8 Front Door faces: E Budding Division Right -J® Worksheet WebREPs 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC.54709 Jab: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name MASTER CLOSET CATWALK 2 E)q)osed wall 10.8 It 10.8 ft 3 Room height 9.0 ft head000l 9.0 ft heat/000l 4 5 Room dimensions Room area 7.8 x 16.8 It 129.8 ft 1.0 x 493.8 ft 493.8 f1 Ty Construction U -value Or HTM Area (fF) Load Area (fF) Load number (BtuhAF-°F) (Btu hlft) or perimeter (ft) (Blah) or perimeter (ft) (Blah) Heat Cool Gross N/P/S Heat Cool Gross NtP/S Heat Cool 612F-2bw 0.060 n 4.38 0.51 0 0 0 0 0 0 0 0 10D -v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 01 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2oW OA70 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 27 27 118 14 5 5 20 2 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 e 34.31 47.61 0 0 0 0 0 0 0 0 482-21v 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 70 70 306 36 92 56 246 29 4A2-2ov OA70 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 36 25 1235 689 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 10D -v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 130 130 295 93 494 494 1124 353 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 25 25 37 0 2 2 3 0 6 c)AED excursion -19 2 Envelope lossigain 756 123 2628 1075 12 a) Infiltration 113 13 113 13 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 869 1361 2741 1089 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 658 86 14 Subtotal 869 136 3399 1174 15 Dud loads 1 41% 72% 358 98 41% 72% 1401 843 Total room load 1228 234 4801 2017 Air required (dm) 43 12 168 102 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ,e f }rf wrl�Istsoftt- •-•--^-----�--�---•� Right-Suite®Universal 201818.0.16RSU16998 2018 -May -1411:09:46 FPADWorkshop Denver\10 3267 Quail Streetrup Calc = W8 Front Door faces: E Building Division Right -J® Worksheet Job: 3267 Quail Street WebREPS 2ND FL AC 2 Date: May 9th, 2018 1-800-810-3280 WebReps LLC. Pin: 3267 crai C. Brooks Quail Street 1880 82nd A,enue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAG54709 1 Room name CHASE 2 CHASE 1 2 Fposed wall 4.3 ft 4.3 ft 3 Room height 9.0 ft heaV000l 9.0 ft heatl000l 4 Room dimensions 6.5 x 2.3 ft 6.0 x 2.5 ft 5 Room area 14.6 ff 15.0 R' Ty Construction U -value Or HTM Area (ft') Load Area (R) Load number (Btuh/R2-°F) (Btu h/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Bbih) Heat Cool Gross N/P/S Heat Cool Gross NiPlS Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 0 0 0 0 0 0 0 0 IOD -v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 20 20 89 10 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2(yv 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4B2-2fv OA50 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 18 18 79 9 16 16 69 8 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-21ow 0.060 w 4.38 0.51 0 0 0 0 23 23 99 12 1OD-v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C -09w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 15 15 33 10 15 15 34 11 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -02t 0.020 1.46 0.00 1 1 2 0 0 0 0 0 6 c)AED excursion -4 .4 Envelopelossgain 202 26 202 26 12 a) Infiltration 45 5 45 5 b) Room ventilation 10 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 247 311 246 31 Less exlemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution -247 -31 -246 -31 14 Subtotal 0 0 0 0 15 Dudloads 41% 72% 0 0 41% 72% 0 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. LY ,� -Oa- wrtgFVtsolC' 2018 -May -1411 O 6,j � -• ••--• --- - - Right-Suite(g) Universal 2018 18.0-16 RSU16998 ��Paee��33 "�"" ... FN OWorlahop Denver<10 3267 Quail Street rup Calc= W8 Front Door faces: E Building Division Right -J® Worksheet WebREPS 2ND FL AC 2 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name MECH2 WIC2 2 Egwsed wall 2.5 ft 8.3 It 3 Room height 9.0 ft heaV000l 9.0 ft heat/eool 4 Room dimensions 6.0 x 2.5 ft 1.0 x 50.8 ft 5 Room area 15.0 P 50.8 tt2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft--F) (Btuh/fl=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 0 0 0 0 0 0 0 0 1OD-v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 74 74 325 38 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 482-2fv 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 a 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2av 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 23 23 99 12 0 0 0 0 10D -v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 15 15 34 11 51 51 116 36 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 6 6 8 0 6 c)AED excursion 3 -11 Envelopeloss/gain 133 19 449 64 12 a) Infiltration 26 3 87 10 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines6 to 13) 159 221 536 74 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution -159 -22 0 0 14 Subtotal 0 0 536 74 15 Ductloads 41% 72% 0 0 41% 72% 221 53 Total room load 0 0 757 127 Atirrequired (cfm) 0 0 26 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrial%tsott- 2018 -May -14 11.09:46 - --• ••-•---- - - RightSuite®Universal 201818.0.16 RSU16998 Page l H\POWorkshop Denver\10 3267 Quail Street.rup Calc = Md8 Front Door faces: E WebREPS 1-800-810-3280 Right -J® Worksheet 2ND FL AC 2 WebReps LLC. 1880 82nd Venue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CPC54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name BEDROOM 3 LINEN 2 Exposed wall 24.8 ft 0 It 3 Room height 9.0 ft heaV000l 9.0 ft heat/cool 4 5 Room dimensions Room area 12.5 x 12.3 ft ft 153.1 ft' 2.8 x 1.8 It 4.8 IF Ty Construction U -value Or HTM Area (ft) Load Area (ft') Load number (Btuh/fe-°F) (Btul1/ft=) or perimeter (ft) (Btuh) or perimeter (ft) (Bh h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060n 4.38 0.51 0 0 0 0 0 0 0 0 10D -v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2(yv 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e ROO 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4B2-2fv 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 113 81 353 41 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 32 32 1098 516 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 110 94 413 48 0 0 0 0 10D -v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 16 5 549 646 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 153 153 348 109 5 5 11 3 F 21 A32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 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 6 c)AED excursion 60 0 Envelope loss/gain 2761 1420 11 3 12 a) Infiltration 261 30 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Applian esiother 300 0 Subtotal (lines 6 to 13) 3022 1980 11 3 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -11 3 14 Subtotal 3022 1980 0 0 15 Dudloads 41% 72% 1245 1422 41% 72% 0 0 Total room load I 4267 3402 0 0 Air required (dm) 1 149 172 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Of ,� -#4i wtoft r1wtss- 2018 -May -1411:09:46 -•W• -•••--••--- --- Right -Suite® Universal 201818.0.16RSU16998 ...HNAMWorlahopDenver\10 3267 QuailStreet.rup Calc=MJ8 Front Door faces: E IV�7eaaeg�s�ge Building Division Right -J® Worksheet WebREPs 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAG54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name LAUNDRY BEDROOM 2 2 E>posed wall 0 ft 25.5 ft 3 Room height 9.0 ft heatl000l 9.0 ft heat000l 4 5 Room dimensions Room area 1.0 x 73.6 ft 73.6 fV 12.8 x 12.8 ft 162.6 11 Ty Construction U -value Or HTM Area (it') Load Area (ft) Load number (Btuh/ft' °F) (BtuhHl) or perimeter (ft) (Btuh) or perimeter (ft) (Bti h) Heat Cool Gross N/P/S Heat Cool Gross NiP/S Heat Cool 6 12F-2bw 0.060n 4.38 0.51 0 0 0 0 115 115 503 59 1OD-v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 115 67 292 34 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 48 5 1647 2285 4B2-2fv 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 1OD-v 0.490 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 74 74 167 53 163 163 370 116 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 11 11 16 0 6 c)AED excursion -69 _164 Envelope loss(gain 167 -17 2827 2331 12 a) Infiltration 0 0 269 31 b) Room ventilation 0 01 0 0 13 Internal gains Occupants@ 230 0 0 1 230 Appliances/other 500 300 Subtotal (lines 6 to 13) 167 483 3096 2892 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 2 0 0 14 Subtotal 173 485 3096 2892 15 Dud loads 1 41% 72% 71 348 41% 72% 1276 2076 Total room load 244 833 4372 4968 Airrequired (dm) 9 42 153 251 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -'t +#- w_ r1gF�tsoft' 2018 -May -1411:09:46 Right -Suite® Universal 2018 18,0-16 RSU16998 H\AMWor16hop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: Et, Page 9 �) g e Building Division Right -J® Worksheet WebRF_PS 2ND FL AC 2 1-800-810-3280 WebReps LLC. 1880 82nd Aienue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: C.A"709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks P% n: 3267 Quail Street 1 Room name BATH2 WIC3 2 Exposed wall 9.0 ft 4.3 ft 3 Room height 9.0 ft heaV000l 9.0 ft heatbool 4 5 Room dimensions Room area 9.0 x 6.3 ft 56.3 ft' 4.3 x 6.3 ft 26.6 Il Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/F-°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NiP/S Heat Cool Gross NSP/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 81 66 289 34 38 38 168 20 1OD-v 0.490 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 34.31 16.12 15 0 515 242 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 462-2fv 0.450 e 0.00 0.00 0 0 0 0 0 0 0 0 11 PO 0.290 e 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 17.73 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 IOD -v OA90 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 56 56 128 40 27 27 60 19 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 5 5 7 0 2 2 3 0 6 c)AED excursion -41 -5 Envelope loss/gain 938 275 231 33 12 a) Infiltration 95 11 45 5 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines 6 to 13) 1033 2861 276 38 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1033 286 276 38 15 Dud loads 41% 72% 426 205 41% 72% 114 28 Total room load 1459 491 390 66 Air required (dm) 51 25 14 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. T-ffo-wr{gMtsoft 2018-A7awli} 1109:46 - --•-- -•-- R htSuite®Universal201818016RSU16998 °V/ HV50Worlcshop Denver= 3267 Quail Street.rup Calc= MJ8 Front Doorfaces: E K �ag� k)4 Cj,n9 O/v/S'on Right -J® Worksheet WebREPS 2ND FL AC 2 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name BATH3 2 Exposed wall 15.0 It 3 Room height 9.0 ft heat/000l 4 Room dimensions 8.8 x 6.3 It 5 Room area 54.7 ft2 Ty Construction U -value Or HTM Area (ft) Load Area Load number (Btuhflt'-°F) (B or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 79 73 319 37 1OD-v 0.490 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 6 0 206 97 11 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ood 0.470 n 34.31 16.12 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 4A2-2ov OA70 e 0.00 0.00 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 462-2fv 0.450 e 0.00 0.00 0 0 0 0 11 PO 0.290 e 0.00 0.00 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 4A2-2ov OA70 s 34.31 17.73 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 12F-21bw 0.060 w 4.38 0.51 56 56 246 29 1OD-v 0.490 w 0.00 0.00 0 0 0 0 4A2-2ov 0.470 w 34.31 40.35 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 C 16X19-15ad 0.061 228 0.71 55 55 124 39 F 21A -32t 0.020 0.00 0.00 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 F 21A -32t 0.020 1.46 0.00 4 4 6 0 6 c)AED excursion -28 Envelope lossrgain 902 174 12 a) Infiltration 158 18 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1060 193 Less eRernal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1060 193 15 Dud loads 41% 72% 437 138 Total room load 1497331 Air required (dm) 52 17 _ Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A18& wriyhtsof`t- --•-••--••- •- -- Rrght-Suitei�Universal 201818.0.16RSU16998 2018 -May -1411:09:46 Page 11 HMNDWorkshopDenver110 3267 Quail Streetrup Calc =MJ8 FrontDoorfaces: E Nheat Ridge Building Division Right -J® Worksheet WebREPS BASE + 1ST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Aoenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.00m License: CAC54709 Job: 3267 Quail Street Date: May 911h, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name BASE+1ST AC 1 GOLF SIMULATOR 2 Exposed wall 537.0 9 83.8 It 3 Room height 10.4 ft 8.5 ft heaUcool 4 Room dimensions 1.0 x 632.7 ft 5 Room area 4111.6 fl? 632.7 tB Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ftZ- °F) (Btu h ft) or perimeter (ft) (Btuh) or perimeter (ft) (Bbih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-2bw 0.060 n 4.38 0.51 1340 1160 5081 595 289 289 1266 148 1OD-v 0.490 n 35.77 9.05 64 0 2289 579 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 19 0 659 309 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 24 0 823 387 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 25 0 841 395 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 48 0 1647 774 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 1570 1282 5613 657 119 119 521 61 4A2-2ov 0.470 e 34.31 45.79 32 10 1098 1465 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 49 10 1681 2333 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 120 25 4117 5713 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2ry 0.450 e 32.85 41.55 18 15 591 748 0 0 0 0 11 PO 0.290 e 21.17 7.09 21 21 445 149 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 1410 1273 5577 653 121 121 531 62 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 16.12 32 64 1098 516 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 24 34 823 459 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 25 34 841 469 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 56 67 1921 1128 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 1473 1132 4959 581 183 183 800 94 10D -v 0.490 w 35.77 9.05 65 129 2313 5% 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 120 25 4117 5713 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 48 10 1647 2285 0 0 0 0 4A2-2ov OA70 w 34.31 16.12 30 60 1029 483 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 30 60 1029 483 0 0 0 0 P 12C-0sv 0.091 6.64 0.87 77 77 508 66 0 0 0 0 C 16X19.15ad 0.061 2.28 0.71 737 737 1677 527 28 28 63 20 F 21A -32t 0.020 1.46 0.00 2002 2002 2923 0 633 633 924 0 F 21A -32t 0.020 1.46 0.00 183 183 267 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1308 4 Envelope loss(gain 58909 33932 4105 389 12 a) Infiltration 6779 792 833 97 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 1 230 0 0 Appllancesiother -8100 -500 Subtotal (lines 6 to 13) 65688 268541 4938 -14 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 275 22 14 Subtotal 65688 26854 5213 22 15 Dudloads 1 15% 59% 9982 13547 -0% 0% 0 0 Total room load 75670 40402 5213 22 Air required (dm) 1917 1917 132 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. of �+ wr�pht�oft- 2018 -May -14 - •w-• -•-••--•• --_ Right-Suite®2018-May-1411:09:46Universa1201818.0.16RSU16998 �p "'` ... H\PNDVVorkshop Denver110 3267 Quail Street rup Calc = MJ8 Front Door faces: E Nh e'ffl "d g e Building Division Right -M Worksheet WebREPS BASE + 1ST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manuafj@webrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Creig C. Brooks Pan: 3267 Quail Street 1 Room name MECH FLEXSPACE 2 Exposed wall 7.5 ft 63.8 ft 3 Room height 10.0 ft heaV000l 10.0 ft heaV000l 4 5 Room dimensions Room area 6.3 x 7.5 ft 46.9 ft2 1.0 x 590.2 It 5902 fl2 Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (BtuhV-°F) (BtufUft) or perimeter (ft) (Btuh) or perimeter (ft) (Bh h) Heat Cod Gross N/P/S Heat Cool Gross N P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 0 0 0 0 23 23 99 12 10D -v OA90 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 Ej4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 a 4.38 0.51 75 75 329 38 280 248 1086 127 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 32 5 1098 1465 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 462-2fv OA50 e 32.85 41.55 0 0 0 0 0 0 0 0 11 PO 0290 e 21.17 7.09 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 55 55 241 28 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 280 280 1226 144 10D -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 2 2 4 1 12 12 27 8 F 21A,32t 0.020 1.46 0.00 47 47 68 0 590 590 862 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -11 -217 Envelopeloss/gain 401 28 4638 1567 12 a) Infiltration 88 10 746 87 b) Room ventilation 10 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianceslother 0 -500 Subtotal (I ines 6 to 13) 489 391 5385 1155 Less external load 0 00 0 Less transfer 0 0 0 0 Redistribution 1189 -39 214 17 14 Subtotal 0 0 5599 1172 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 00 5599 1172 Air required (dm) 0 0 142 47 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -VI*- wrYyFstsoft- 2018 -May -1411:09:46 w• •• >•••-- •-- Right -Suite® Universal 2018 18.0.16 RSU16998 Page 13 KAQWorlahop Denver110 3267 Quail Streetrup Calc= MJ8 Front Door faces: E Whey- edge Building Division Right -J® Worksheet WebREPS BASE + 1ST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CACS4709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name GAME ROOM BATH 1 2 E)posed wall 47.8 it 11.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/000l 4 5 Roam dimensions Room area 1.0 x 420.0 ft 420.0 ft 71.5 11.0 x 6.5 ft fF Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft-°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 12F-2bw 0.060 n 4.38 0.51 90 90 394 46 110 110 482 56 IOD -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ood 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 178 178 777 91 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 482-2fv 0.450 e 32.85 41.55 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 12F-2bw 0.060 s 4.38 0.51 210 194 850 100 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 16 16 549 258 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 IOD -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C -09N 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 5 5 12 4 3 3 6 2 F 21A -32t 0.020 1.46 0.00 420 420 613 0 72 72 104 0 F 21A32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 24 -17 Envelopeloss(gain 3196 523 592 42 12 a) Infiltration 559 65 129 15 b) Room ventilation 10 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliancesrother -500 0 Subtotal (lines 6 to 13) 3755 88 721 57 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3755 88 721 57 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 3755 88 721 57 Air required (dm) 95 4 18 2 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. * wrtyhcsoft zo16-rvt left ,gsd9e .w •---_•"T - IZ9 ht -Su te®UnivErsa1201818.0.16RSU16998 ,q6 ...H16+G1w6rkshopDenver\10 3267 Quail Streetrup Calc=" FrontDoorfaces: E Building Division Right -J® Worksheet WebREPS BASE + IST AC 1 1-800.810-3280 WebReps LLC. 1880 82nd Avenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manual]@mbrepshvac.com License: CAG54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Roan name STORAGE BEDROOM 2 Exposed wall 4.5 ft 27.0 ft 3 Room height 10.0 ft heat/000l 10.0 It heat/mol 4 Room dimensions 4.5 x 7.3 It 158 x 11.3 ft 5 Room area 326 112 1772 il= Ty Construction U -value Or HTM Area(ft) Load Area (ft') Load number (BtjW-°F) (Btuh/ff=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 0 0 0 0 0 0 0 0 1OD-v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2(yv 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 462-2fv 0.450 e 32.85 41.55 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 12F-2bw 0.060 s 4.38 0.51 45 45 197 23 158 142 620 73 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 16 16 549 258 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 2015 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 113 113 493 58 10D -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 33 33 48 0 177 177 259 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -7 -177 Enelopeloss/gain 245 16 1920 211 12 a) Infiltration 53 6 316 37 b) Room ventilation 0 01 0 0 13 Internal gains Oocupants@ 230 0 0 1 230 Appliances/other 0 300 Subtotal (lines 6 to 13) 297 23 2236 778 Less exfemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 297 23 2236 778 15 Dudloads -0% 0% 0 0 -0% 0% 0 0 Total room load 297 23 2236 778 Air required (dm) 8 1 57 31 ,.; -, Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr-1W"VsoY[' 2018 -May -1411:09:46 je AcZkd�G1wY - - - - �- Right -Suite® Universal 2018 18.0.16 RSU16998 Page 15 H\ orkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E i3uilding -- >;or Right -J® Worksheet WebREPS BASE + IST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Atenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name WIC1 LIVING ROOM 2 Exposed wall 11.3 It 58.5 ft 3 Room height 10.0 ft heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 4.8 x 6.5 It 30.9 ft' 1.0 x 375.4 It 375.4 11 Ty Construction U -value Or HTM Area (ft) Load Area (fl=) Load number (Btuh/F-°F) (Btu hRR) or perimeter (ft) (Btuh) or perimeter (ft) (BU h) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 612F-2bw 0.060 n 4.38 0.51 48 48 208 24 164 100 439 51 1OD-v 0.490 n 35.77 9.05 0 0 0 0 64 0 2289 579 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov OA70 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov OA70 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2fv 0.450 e 32.85 41.55 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 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 203 203 887 104 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 3431 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 1914 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 65 65 285 33 160 112 489 57 1OD-v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 48 5 1647 2285 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 1 1 3 1 0 0 0 0 F 21A -32t 0.020 1.46 0.00 31 31 45 0 0 0 0 0 F 21A -32t 0.020 1.46 0.00 0 0 0 0 25 25 37 0 F 21 A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -171 1 412 Envelopeloss(gain 541 42 5789 3489 12 a) Infiltration 132 15 616 72 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesrother 0 -500 Subtotal (lines6 to 13) 672 57 6405 3061 Less exemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 672 57 6405 3061 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 672 57 6405 3061 Air required (dim) 17 2 162 123 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. AA- wrtwFvtsolt- 2018 -May -1411:09:46 -,ge - «-•---• ---• Right -Suite® Universal 2018 18.0.16 RSU16998 Page 16 ... HV�QWorkshop Denver110 3267 Quail Street.rup Calc= MJ8 Front Door faces: E l3ulla.-' +)lvjslon Right -J® Worksheet WebREPS BASE + IST AC 1 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name DININGROOM ENTRY 2 Exposed wall 44.5 It 23.0 It 3 Room height 17.6 ft heat/cool 10.5 ft heatkool 4 Roam dimensions 1.0 x 250.6 It 1.0 x 427.8 ft 5 Room area 250.6 ft2 427.8 tt? Ty Construction U-valueOr HTM Area (ftp) Load Area (ft) Load number ( -F ) (Btuhfil=) or perimeter (ft) (Btuh) or perimeter (ft) (Bhrh) Heat Cod Gross NfP/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060n 4.38 0.51 182 134 586 69 0 0 0 0 10D -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 24 0 823 387 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 25 0 841 395 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd OA70 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-21ow 0.060 a 4.38 0.51 320 223 975 114 142 91 397 47 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 48 5 1647 2285 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 49 5 1681 2333 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 30 3 1029 1428 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2fv 0.450 e 32.85 41.55 0 0 0 0 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 21 21 445 149 12F-2bw 0.060 s 4.38 0.51 261 213 931 109 68 68 296 35 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 1914 24 17 823 459 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 25 17 841 469 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 140 80 348 41 1OD-v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov OA70 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 30 3 1029 1428 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 30 30 1029 483 P 12C-Osw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 228 0.71 248 248 565 177 74 74 168 53 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 28 28 40 0 13 13 19 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -1449 -8 Envelopeloss(gain 9752 5348 4761 3655 12 a) Infiltration 893 104 408 48 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliancesrotner -500 0 Subtotal (lines 6 to 13) 10645 49521 5169 3703 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 10 0 14 Subtotal 10645 4952 5180 3703 15 Duct loads 35% 85% 3710 4184 -0% 0% 0 0 Total room load 14355 9136 5180 3703 Air required (dm) 364 368 131 149 Calculations approved bvACCA to meet all reouirements of Manual J 8th Ed t°}+ wrtphtsoftt 2018 -May -14 Yib9:46 �� -• - Right -Suite® Universal 2018 18.0.16 RSU16998 Page 17 HVNMWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E lujldjng on Right -J® Worksheet WeGRF_PS BASE + IST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Nenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvacoom License: CAC54709 Job: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name KrrCHEN BREAKFASTNOOK 2 Exposed wall 29.8 It 24.3 ft 3 Room height 14.8 ft heat/ocol 16.1 It heat/cool 4 Room dimensions 1.0 x 182.0 ft 6.0 x 22.8 ft 5 Room area 182.0 ft2 136.5 ft Ty Construction U -value Or HTM Area (ft) Load Area (ft) Load number (Btutvll=--°F) (Btu h/ft) or perimeter (ft) (Btuh) or perimeter (ft) (BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060n 4.38 0.51 20 20 89 10 0 0 0 0 10D -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 367 259 1133 133 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 90 9 3088 4285 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2fv 0.450 e 32.85 41.55 18 7 591 748 0 0 0 0 11 PO 0290 e 21.17 7.09 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 43 43 187 22 14 14 59 7 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 367 182 798 93 10D -v OA90 w 35.77 9.05 0 0 0 0 65 65 2313 586 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 90 9 3088 4285 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 30 30 1029 483 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-0stiv 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 145 145 331 104 114 114 260 82 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 1 1 1 0 11 11 17 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED erarsion -1009 2212 Envelopeloss/gain 5420 4293 7563 7748 12 a) Infiltration 503 59 445 52 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal(lines 6to13) 5923 48511 8008 7800 Less ext, -mal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 277 25 8 0 14 Subtotal 6200 4876 8017 7800 15 Dud loads 1 35% 85% 2161 4121 35% 85% 2794 6591 Total room load 8361 8997 10811 14391 Air required (dm) 212 362 274 579 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlwhttsoft- 2018 -May -1411:09:46 '�c�-••-••--•----••-•--••-•-_ RightSuite®Universal 201818.0.16RSU16998 Page18F{% H\ffl0Workshop DenveA10 3267 Quail Street.rup Calc= MJ8 FrontDoorfaces: E 13UO'ln9 Dovtsloll Right -J® Worksheet WebREPS BASE + IST AC 1 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name COAT PANTRY 2 Exposed wall 0 It 5.8 ft 3 Room height 9.0 ft heat/000l 9.0 it heat/mol 4 5 Room dimensions Room area 3.0 x 2.5 it 7.5 ft= 6.5 x 5.8 ft 37.4 tt Ty Construclion U -value Or HTM (1tz) Area(fF) Load Area Load number (BtuhV-°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12F-2bw 0.060n 4.38 0.51 0 0 0 0 0 0 0 0 IOD -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 52 52 227 27 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2 -2(v 0.450 e 32.85 41.55 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 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 1OD-v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov OA70 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 228 0.71 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 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 725 -8 Envelope loss/gain 0 725 227 19 12 a) Infiltration 0 0 61 7 b) Room ventilation 0 0 0 0 13 Internal gaina Occupants@ 230 0 0 0 0 Appliancesfother -3200 0 Subtotal (lines 6 to 13) 0 -2475 287 26 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -287 -26 14 Subtotal 0 0 0 0 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 00 0 0 Airrequired(dm) 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. f,. „i Aa- wrlafstsoft- 2018 -May -1411.09:46 - - RightSuite®Universal 201818.0.16RSU16998 ... F M QWorkshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Page 19 Wheat Ridge Building Division Right -M Worksheet Web REPS BASE + 1ST AC 1 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks P% n: 3267 Quail Street 1 Room name HALL OFFICE 2 Exposed wall 1.5 It 24.8 it 3 Room height 9.0 It heaU000l 9.0 ft heatbool 4 5 Room dimensions Room area 1.0 x 155.9 ft 155.9 fi153.1 12.5 x 12.3 ft ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft-°F) (Btu l) or perimeter (ft) (Blah) 0r perimeter (ft) (Blah) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-21yw 0.060 n 4.36 0.51 0 0 0 0 0 0 0 0 10D -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0: 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 LIG4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2md 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2fv OA50 e 32.85 41.55 0 0 0 0 0 0 0 0 11 PO 0290 e 21.17 7.09 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 14 14 59 7 113 113 493 58 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 2015 0 0 0 0 0 0 0 0 12F-21ow 0.060 w 4.38 0.51 0 0 0 0 110 62 273 32 10D -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 48 5 1647 2285 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C -09w 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 1 1 2 1 6 6 14 4 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 3 3 4 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED emersion 677 463 Envelopeloss/gain 61 685 2431 2842 12 a) Infiltration 16 2 261 30 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 AppliancesJother -3000 300 Subtotal (lines 6 to 13) 77 -2313 2692 3172 Less ex[emalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution -77 0 8 0 14 Subtotal 0 0 2699 3172 15 Dudloads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 2699 3172 Air required (dm) 0 0 68 128 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriglhtsof`[- �...�� •�••-••-••-••----•d- Right-Suite®Universa1201818.0.16RSU16998 2018-May-1411:09:46Page20� HVQ7Worle hop DenverM 3267 Quail Street.rup Calc = MJB Front Door faces: E i d g e 300tng Division Right -J® Worksheet WebREPS BASE + IST AC 1 1-800-810-3280 WebReps LLC. 1880 82nd Arenue Suite 203, Vero Beach, FL 32960 Phone: 800-810-3280 Email: manualj@webrepshvac.com License: CA 54709 Job: 3267 Quail Street Data: May 9th, 2018 Craig C. Brooks P% n: 3267 Quail Street 1 Room name WIC BATH 2 2 Exposed wall 10.5 ft 8.3 ft 3 Room height 9.0 It heatJmol 9.0 It heaUwol 4 5 Room dimensions Room area 4.3 x 6.3 It 26.6 112 8.3 x 6.3 ft 51.6 IF Ty Construction U -value Or HTM (fl') Area(fi=) Load Area Load number (Btuh/P-°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NrP/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 38 38 168 20 74 65 283 33 10D -v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 10 0 329 155 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2oed OA70 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 482-2fv 0.450 e 32.85 41.55 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 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 56 56 246 29 0 0 0 0 IOD -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C -0s v OA91 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 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 2 2 2 0 0 0 0 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -14 45 Envelopeloss/gain 416 35 613 143 12 a) Infiltration 111 13 87 10 b) Room ventilation 0 01 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 527 47 699 153 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 527 47 699 153 15 Dud loads -0% 01% 0 0 -0% 0% 0 0 Total room load 527 47 699 153 Air required (dm) 13 2 18 6 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -14m1- wrtalitsoflt 2018 -May -1411:09:46 - -•--.----- ---- Right -Suite® Universal 201818.0.16 RSU16998 Page 21 ... HSA OWorkshop Denver110 3267 Quail Street.rup Calc= MJ8 Front Door faces: E N h eat Ridge Building Division Right -J® Worksheet WebREPS BASE + IST AC 1 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name PLAYROOM POWDER BATH 2 E)posed wall 11.3 ft 14.3 ft 3 Room height 9.0 It heat/cool 9.0 ft heatbDol 4 Room dimensions 11.3 x 13.0 ft 10.0 x 5.5 ft 5 Room area 146.3 ft' 55.0 ft Ty Construction U -value or HTM Area (ft') Load Area (ft') Load number (Btuh/fe-°F) (Bhihlft) or perimeter (ft) (Btuh) or perimeter (ft) (Btr h) Heat cool Gross NiP/S Heat Cool Gross N/P/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 101 53 233 27 90 80 352 41 1OD-v 0.490 n 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 10 0 329 155 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 48 0 1647 774 0 0 0 0 4A2-2ovd 0.470 n 0.00 0.00 0 0 0 0 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 38 38 168 20 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov OA70 e 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 0 0 0 0 4B2-2fv 0.450 e 32.85 41.55 0 0 0 0 0 0 0 0 11 PO 0290 e 21.17 7.09 0 0 0 0 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov OA70 s 34.31 20.15 0 0 0 0 0 0 0 0 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 0 0 0 0 10D -v 0.490 w 35.77 9.05 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 6.64 0.87 0 0 0 0 0 0 0 0 C 16X19-15ad 0.061 2.28 0.71 2 2 5 1 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 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -72 -53 Envelope loss/gain 1885 731 849 163 12 a) Infiltration 119 14 150 18 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesbther -500 0 Subtotal(Iines6to13) 2003 245 999 180 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 26 0 14 0 14 Subtotal 20311 245 1013 180 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 2030 245 1 1 1013 180 Airrequired (dm) 51 10 26 7 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -f-W wrtwtetsolrt- 2018 -May -1411:09:46 ' .�C k.. - I.. -- Right -Suite® Universal 2018 18.0.16 RSU16998 Page 22 ... H\ADWorkshop Denver110 3267 Quail Street.rup Calc = W8 Front Doorfaoes: E -p Jay` �`NO e Right -J® Worksheet WebREPS BASE + IST AC 1 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: 3267 Quail Street Date: May 9th, 2018 Craig C. Brooks Pan: 3267 Quail Street 1 Room name MUD ROOM 2 Exposed wall 24.3 4 3 Room freight 9.0 it heat/000l 4 Room dimensions 12.3 x 8.5 ft 5 Room area 104.1 ft Ty Construction U -value or HTM Area (ft) Load Area Load number (BtuftV-°F) (Btu or perimeter (ft) (Bbih) or perimeter Heat Cool Gross NiP/S Heat Cod Gross NrP/S Heat Cool 6 12F-2bw 0.060 n 4.38 0.51 110 110 483 57 10D -v 0.490 n 35.77 9.05 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 11 4A2-2ov 0.470 n 0.00 0.00 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 4A2-2ov OA70 n 34.31 16.12 0 0 0 0 4A2-2ov 0.470 n 34.31 16.12 0 0 0 0 4A2-2oed 0.470 n 0.00 0.00 0 0 0 0 12F-2bw 0.060 e 4.38 0.51 0 0 0 0 4A2-2ov 0.470 e 34.31 45.79 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 4A2-2ov 0.470 e 34.31 47.61 0 0 0 0 4A2-2ov 0.470 e 0.00 0.00 0 0 0 0 4B2 -2N 0.450 e 32.85 41.55 0 0 0 0 11 PO 0.290 e 21.17 7.09 0 0 0 0 12F-2bw 0.060 s 4.38 0.51 108 52 228 27 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 34.31 16.12 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 4A2-2ov 0.470 s 34.31 19.14 0 0 0 0 4A2-2ov 0.470 s 0.00 0.00 0 0 0 0 4A2-2ov 0.470 s 34.31 20.15 56 34 1921 1128 12F-2bw 0.060 w 4.38 0.51 0 0 0 0 1OD-v 0.490 w 35.77 9.05 0 0 0 0 4A2-2ov 0.470 w 0.00 0.00 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 4A2-2ov 0.470 w 34.31 47.61 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 4A2-2ov 0.470 w 34.31 16.12 0 0 0 0 P 12C-Osw 0.091 6.64 0.87 77 77 508 66 C 16X19-15ad 0.061 228 0.71 96 96 218 68 F 21A32t 0.020 1.46 0.00 0 0 0 0 F 21A -32t 0.020 1.46 0.00 100 100 146 0 F 21A -32t 0.020 0.00 0.00 0 0 0 0 6 c)AED excursion -106 Envelope loss/gain 3504 1240 12 a) Infiltration 255 30 b) Room ventilation 0 0 13 Internal gains Occupants@ 230 0 0 Appliancesrother 0 Subtotal (lines 6 to 13) 3759 1270 Less external load 0 0 Less transfer 0 0 Redistribution 21 1 14 Subtotal 3780 1271 15 Dud loads 35% 85% 1317 1074 Total room load 5097 2345 Air required (cfm) 129 94 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -q&- wrlgf►tsoft- 2018 -May -1411:09-4V; Right-SuiteOUniversal 201818.0.16 RSU16998 "'' .ge .. HW\Workshop Denver\10 3267 Quail Street.rup Calc= MJ8 Front Doorfaces: E P, 3 Ox, O N 10x6 Job M 3267 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 edn n 85 5n WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800-810-3280 manualj@webrepshvac.com Scale: 1 :146 Page 2 Right -Suite® Universal 2018 18.0.16 RSU16998 2018 -May -1411:11:29 .Denver\10 3267 Quail Street.rup N3%Iwx— F#F. 2nd Floor 8x4 8x4 52 c" 51 dm Job M 3267 Quail Street Performed by Craig C. Brooks for: Brad Weiman 4100 Jason Street Denver, CO 80211 Phone: 720-746-9240 WebReps LLC. 1880 82nd Avenue Suite 203 Vero Beach, FL 32960 Phone: 800-810-3280 manualj @webrepshvac.com Scale: 1 :146 Page 3 Right -Suite® Universal 2018 18.0.16 RSWO§1 8 2018-May411:11:29 C ...Denver\10 3267QuaiLim O�dd`t�9 Manual S Compliance Report Job: 3267 Quail Street Manufacturer: Date: May 9th, 2018 2ND FL AC 2 By. Craig C. Brooks WebKEPS WebReps LLC. Plan: 3267 Quail Street 1-800-810-3280 Btuh Entering coil DB: 81.0°F 1880 82nd Venue 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 Design Conditions SplitAC Manufacturer: York Manufacturer: Outdoor design DB: 91.7°F Sensible gain: 26756 Btuh Entering coil DB: 81.0°F Outdoor design WB: 59.8°F Latent gain: 7806 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 34562 Btuh Indoor RH: 50% Estimated airflow: 1200 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: York Manufacturer: York Output capacity: Model: YCG36B21+CH362*6+TM9E080C16MP11 Actual airflow: 1200 cfrn Sensible capadty: 27720 Btuh 104% of load Latent capacity: 8280 Btuh 106% of load Total capacity: 36000 Btuh 104% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: -3.0°F Heat loss: 43317 Btuh Entering coil DB: 62.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: York Actual airflow: 1200 cfrrl Output capacity: 77000 Btuh Meets all requirements ofACCA Manual S. Model: TM9E080C16MP11 178% of load Temp. rise: 50 °F W Pightsoft . 2018 -May -14 11:09:51 Right -Suite® Universal 2018 18.016 RSU16998 Page 1 ACCN ... HWOorkshop Denver110 3267 Quail Street.rup Calc= MJ8 Front Door faces: E Manual S Compliance Report BASE + IST AC 1 WebREP,S WebReps LLC. 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 Design Conditions Equipment type: SplitAC May 9th, 2018 By: Outdoor design DB: 91.7°F Sensible gain: 44189 Btuh Outdoor design WB: 59.8°F Latent gain: 12912 Btuh Indoor design DB: 75.0°F Total gain: 57100 Btuh IndoorRH: 50% Estimated airflow: 1917 cm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC May 9th, 2018 By: Manufacturer: York 3267 Quail Street Model: YCG60B21+CH603*6+TM9El2OD20MP11 Actual airflow: 1917 cfrrl Sensible capacity: 44275 Btuh 100% of load Latent capacity: 13225 Btuh 102% of load Total capacity: 57500 Btuh 101%ofload SHR: 77% Design Conditions Outdoor design DB: -3.0°F Heat loss: 91210 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer. York Model: TM9E120D20MP11 Actual airflow: 1917 cfm Output capacity: 114000 Btuh 125% of load Meets all requirements ofACCA Manual S. Job: 3267 Quail Street Date: May 9th, 2018 By: Craig C. Brooks Plan: 3267 Quail Street Entering coil DB: 79.9°F Entering coil WB: 62.6°F Entering coil DB: 63.1'F Temp. rise: 50 °F wrightsoft 2018 -Ma 04 11:09:51 1 Right-Suite�Universa1201818.0.16 RSU16998 r���I GG Paget /� ... 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C 0 ,C 0p o �°o v 0 Cle o ll.. gpp° o o•:o :��o::: 8'd-iS s VVo .'o ('dill) ol2javd BnlX�108J iNTIVAIf1Dd HO N071 Idd?�IW -]�nd�19 / G]HSVM NVI�De 'NIW .,8-„9 (•d):l) 31ij8vdlIlXd108J 9NIl]]HS ]Nd�)\Hil)\-IOZ 1NTIVAinoO i 60 NO71 IdV61W 7vm -nlA)IOb'8 01 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: