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HomeMy WebLinkAbout3801 Taft CourtINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:N_3(_/ ADDRESS: ���/ ���-L� JOB CODE: Foundation Inspections Date Inspector CommentsInitials 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector CommentsInitials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. Plumbing Underground Ext. aWater Underground -' _ ,l . c `_ \ Do Not Cover Underground or Below / In -Slab Work Prior To Approvai Of i ne Above mspecirvrrs Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof -' _ ,l . c `_ \ 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: S ADDRESS: JOB CODE:.! Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 403 Final Electrical Residential 318 Boiler / Furnace 404 Final Electrical Commercial 319 Hot water tank 405 Final Mechanical Residential 320 Drywall screw and Nail 406 Final Mechanical Commercial 321 Moisture board / shower walls 407 Final Plumbing Residential 322 Rough Grading 408 Final Plumbing Commercial 323 Miscellaneous 409 Final Roof Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. /Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List el T - G>1 qr-5 Owner Information Property Owner Information v _ �- Property Owner Address Inspector Information Inspection Company j/_11 . L( -c4 L Inspector NameG,�,- Inspector Contact info. Inspector Statement and Acknowledgement * I hearty acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendation ications. Inspector: Date: X0-1 Property Owner Statement of Acknowledgement )1__0earby acknowledge that I am the owner of the building referenced above and Iive my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Rui ing ruision i speciion. Propery Owner/Agent: idge r' Date: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A E211 -Pass ❑ Fail Structural roof components ❑ N/A d' Pass Q Fail Verify that no more than 2 layers of shingles exist [� N/A Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail if new sheathing is installed verify that it is listed in the NIA EJ Pass El Fail permit must be adjusted) i -OLN/A Q Pass ❑ fail Verify s eathiing n y KValuation i pattorn See Polic P ( Procedures) Crickets and saddles where needed ❑ N/A 5�' Pass ❑ Fail Verify B vent must have boot same gauge as pipe Q N/A O --Pass ❑ Fail Verify vent caps ❑ N/A O -Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A f4 -N/A (7- Pass CI Pass ❑ Fail Q Fail Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage ❑ N/A ❑ N/A _Pass -Pass ❑ Fail ❑ Fail Ice and water shield 2' in heated wall spaces Underlayments 10 must follow 2012 IRC / 2012 IBC ❑ N/A - Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A FJl N/A ZI Pass ZrPass ❑ Fail ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roil roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of N/A N/A ❑ pass ❑ Pass ❑ Fail Q Fail 1:12 Modified Bitumen, EPDM, TPC) min slope 1/4:12 slope Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 [] N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal EZoof Shin 31es Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on Slope Je55 N/A ❑ Pass ❑ Fail 3:12 Metal valley flashing shall be the N/A ❑ Pass ❑ Fail same material as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3,4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tice Roofs Requirements 3 N/A J El Pass ❑ Fa; Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: _ -- L� �f Z fie" Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fait ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A �Q Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A 8 Pass ❑ ❑ Fail Flashing for roof and walls Pass ❑ Fail If new sheathing is installed verify that it is listed in the N/A ❑ Pass ❑ Fail permit description (Valuation must be adjusted) Verify sheathing nail pattem (See Policy & Procedures) 2f N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A 01 Pass ❑ Fail Verify B vent must have boot same gauge as ❑ N/APass ❑ Fail pipe Verify vent caps ❑ N/A [?� Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A N/A (ass ❑ Pass ❑ Fail ❑ Fail Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage ❑ N/A ❑ N/A Pass Pass ❑ Fail ❑ Fail Ice and water shield 2' in heated wall spaces Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A rn Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Z_ Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC I N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 jr N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements 'Ni N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A N/A ❑ Pass ❑ ❑ Fail Metal valley flashing shall be the same material as roof Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes . AG? �,L Company Name: PAI Inspector signature: Date of Inspection: ZD l �, City of Wheat Ridge Residential Roofing PERMIT - 201801534 PERMIT NO: 201801534 ISSUED: 05/25/2018 JOB ADDRESS: 3801 Taft CT EXPIRES: 05/25/2019 JOB DESCRIPTION: Residential re -roof with Tamko WW 30 year. Squares: 36 Pitch: 6/12 *** CONTACTS *** OWNER (720)383-2963 VEGA JOAQUIN TELLEZ SUB (720)541-0705 Wally Godby 170501 Thunderstorm Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 Permit Fee 267.70 ** TOTAL ** 561.70 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201801534 PERMIT NO: 201801534 ISSUED: JOB ADDRESS: 3801 Taft CT EXPIRES: JOB DESCRIPTION: Residential re -roof with Tamko WW 30 year. Squares I, by my signature, do applicable building co( by the legal owner of t this permit. I furt er at performed and th t all 05/25/2018 05/25/2019 36 Pitch: 6/12 est that the work to be performed shall comply with all accompanying approved plans and specifications, 1 applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized y and am authorized to obtain this permit and perform the work described and approved in conjunction with am leg�gally authorized to include all entities named within this document as parties to the work to be ertormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRAYTOR (Circle one) Date 1. This permit was issued based on the information provided in thepennit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall 4tify the Building and Inspection Services Division in accordance with established policy of all required inspect nd shall noteed or conceal work without written approval of such work from the Building and Inspection Services ivisi6. The i anti t shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl a ce regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING, BUSINESS DAY. City of W heat �e COMMUNITY DEVEL.O1'MENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits caki.wheatridge.co.us FOR OFFICE USE ONLY Dat/ Plan/Permit # Plan Review Fee: / 5&1, 70 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner 4-4 ( A13 C-7- Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor: Phone: City of Wheat Ridge License #: 170 S-6/ Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: 7- 5a 3 -)meq i Phone: _c'lli CONTACT NAME (please print):Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL �]RAESIDENTIAL 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. 6 2- 3o Ax - Sq. FULF BTUs Gallons Amps Squares Commercial Projects Only: Occupancy Type: Construction Type: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ / Y,/)O a 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 informatio kation. CIRCLE ONE: (OWNER) (CONTRACTOR). (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRAC R) Signature (first and last name): DATE: I/ Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: t Joaquin Vega 3801 Taft Ct Wheatridge, Co 80033 Joaquin, Thunderstorm Roofing proposes to do the following: 24 April 2018 1. Remove all existing roofing material down to the wood deck (except the ice/water shield that is currently installed). 2. Install ice/water shield on all eaves and on the porch addition in the back (the low slope area). 3. Install 15# synthetic felt on the rest of the house. 4. Install ice/water shield in all valleys. 5. Install 2"x3" rake metal matched to the trim color as close as possible. 6. Install 2"x3" eave metal matched to the trim color as close as possible. 7. Install new Tamko 30 -year Weathered Wood dimensional shingles. 8. Install matching standard ridge cap. 9. Install new plumbing jacks that will be painted black. 10. Install 6 new bird proof attic vents that will be prefinished in black. 11. Reuse all existing black fan covers. 12. Reuse all existing step flashing. 13. Install a beauty course over the top of all headwall flashing. 14.Clean up all areas around the house for roofing debris. Run a magnet to pick up nails. 15.5 -year installation warranty against leaks. 00 plus permit fees. �i# � � ";Zc- CD -0 . i7 o "We're on ton of it" Thunderstorm Roofing Wally Godby 7245 S. Grant St. * Centennial, CO 84122 720.54 1.0705 tstormroofing@gmail.com Over25 years experience in the ra©fing industn11 Q Option Remove all existing gutters hangers so that the old drip metal can be Option ed and install the new drip metal with new gutter hangers around the entire house. $1000.00. If you choose not to do this, the new drip metal will be installed over the old and the new will be "notched" around the existing gutter hangers. Either way is acceptable to the City of Wheatridge. Note — I can either file the final bill to get the depreciation released and get the permit reimbursed or you can. On a cash bid like this it is normally up to you. However, I will be happy to do it, but if I do I want to be able to supplement for the items we talked about yesterday. If the insurance pays the additional amounts requested, it would be owed to me. If they do not pay it, there would be no additional costs to ypu. Accepted by on h&VrZy.,-4 Thank You, Wally Godby Thunderstorm Roofing "We're on ton of it" Date: City of )"C)6 COMMUNITY DEVELOPMENT jgie Building & Inspection Services Division 7500 W. 29th AVe., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 PAID Building Permit Application Property Address: 75 FS t P!Oporty owner (please print) Jj\ 7 M - Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEngineer E-mail: YV\1 \JQ,-S tffieh- Phone: 3L 'LL in Contractors City License,#.- Phone - Contractor, E-mail Address: Sub Contractors-. Electrical: Plumbing* Mechanical: W.k City License # W.k City License # WA. City License # Other City Licensed Sub: Other City Licensed Sub: pity License # City License # Complete all information on BOTH sides of this form • 0 •• NEW COMMERCIAL R IIRMa ELECTRICAL M ROOFING yy UPGRADE p yqY y y1.. , NEW RESIDENTIAL alt R s My is COMMERCIALCOMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT ACCESSORY .P STRUCTURE tYR RESIDENTIAL ..! ACCESSORY JiLw IIMr E (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING > R RFMR REPAIR le • Rr or • MF... R CMENT ELECTRICAL$YS�M/APPLIANCE REPAIR REPLACEMENT 4 (Describe) Sq. FULFt3 u' Gallons Amps Squares Other 3 0 TOP OF FLOOR +i2LE- TOP OF CONCRE L._._ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j SOUTH ELEVATION /DEMO AREA Tl�E fi ELEVATION I DEMO ARE Alk SCNE lK, = 1,-a* I =1 2XI2 LEDGER BOARD ATTACHED TO EMSTING STRUCTURE Wl J'x 4 1/2" LAG BOLTS ALT Hf-IGHT IN EXISTING STUDS EVERY 16'TYP, 2X12 JOISTS AT 16"O.C, 'Typ. ROOF SHINGLES OVER ICE AND WATERSHIELD INSTALLED OVER 2X6 T&G BOARDS 12XI2 COLUMN ON 24 OIA PIER 4%0- DEEP 2XI2 LOOKOUT'S lyp NEW SOUTH ELEVATION I( ,i )I PROPOSED FRAMING PLAN �0-11:A�111W -- I , ; I - - - - - - - - - - - - - - - - - - - - - - - +- I --------- 4 6:12 612 - - - - - - - - NEW WEST ELEVATION NEW HEADWA FLASH NCS IM VERT LEG UN EXIS"HNG WRI Fny OVER NEW A' SHINGLES v, /1-1\ 2 FRAMING DETAIL A3,0 scnxt .a_ I I LEDGER / FLASHING DETAIL scAu 77-77 I JI Wheat Ridge P, � Pepaitment 2� VBUILIVGOF�i L DATE Validity of permit.- ' a issuance of aw It u . o plans, SpecMCOM SW computations shall not be a see; 'r approval of, wly viwdloft the provisions of the K ie6refsnytftyordWawAL r pt' .<. tf fty s aff not s . City of Wheatl �Ldgle '��MMUMTY DE'VELOPMENT 13 COrMl Landscaning Escrow AgLeentent This agreement made this 26"' day of October, 2015, by and between the City of Wheat Ridge and Standard Pacific far escrow in the amount of One thousand dollars ($1000.00) being held by the City of Wheat Ridge until landscaping is competed at 3801 Taft Court In the event that landscaping is not installed by April 30, 2016, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge, exercises its right to perform work, of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of April 30, 2016, has expired. Approved and Agreed: General Contractor z Business Address / Phone' Date Title City of Wheat Rid=, C lorado Bv: Title. -- Date: [FOR ) Plewpormit # . \: Plan Review Fee: Building Permit fpplica \#2 3801 Taft Court R ev, 0212014 ,� evvc�o esde �� �. � evie c►rk eet Address: 61 C loud Subdivision, Filing 2, lot Applica surv conditions: FND (surv at foundation NRS ( survey prior to CO, i f xvithin 2 feet of setback) DOUR t (landscapin I?C: UD2 (setbacks) Interior Rear l ft Perimeter Rear 20 ft 41�&- Is the stru cture within 2 feet of rr u setbacks? (If yes, add Surveying condition Stan dard * . Mod #5057 im. 11111M. .` •,il�C' VIII +�If IMain Floor o v e red Entry Elevati A i « 329 Signature David F. Brossman, P.L.S. Ade 6 Stipulations: 7. _4 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 NOTE: ANY DAMAGE 1 EXISTING PUBLIC MPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERmrr PRIOR TOTHE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, Date: Location of Construct Purpose of Construction: , Single Fami iy Commerc Multi-Fami e e ertC ravie Praree lrt $1 00 .00 (Required of all projects for document processing) tirke�°2 I�rI ' &1e��$ Feed« Review of existing or minimal techn documents: 20.0 ......... .......... Initial review' of technical civil engineering documents (.Fee includes reviews of the l" and 2'd submittals) :., ..,.. « «. , «. «.,..., 00A0 Traffic Impact Study Review Fee: (:Fee includes reviews of the l` and 2nd submittals) ............. ......... $500.00 Trip Generation Study Review Fee; .» , ...... «.. $200.00 0 & M Manual Review & SMA Recording Fee,,,, .,. $100.0 ».....« « ,........ s Each Application will be reviewed by staff once and returned for changes, if after review ref "the second not been made to the civil documents or the Traffic Study as requested by staff, firrther reviews submittal changes have to the following Resubmittal Fees: of the application will be subject subrnrtt l Fees: 3 d submittal (r'a initial review fee) :...... .......:. .. »...... $30 0.00 O' submittal (:full initial review fee): ,.. »..,..... $ All subsequent submittals: ........ ......... 6000 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pernlit issuance): CLi� PLEASE NOTE THAT IN ADDITION TO TLIF ovEF FEES, THERF WILL IIF ADDITIONAL LICENSrNG AN D PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTs WITHIN PUBLI I RIGHT-OF-WAY, ' eves +�r.t °l,a� die *a�tt r�d�as.��a.tr± Projec Pe nnit M. General C ail. ,aS ��rw�,M �et�t '" ,t , ?,•..r . },. .,a;1 .r VII { Mechanical Caftbutor 9M* O ' f1 1 Agen D a *T h i s p! ! f t mot be °` t b eac sub t he '. m " 21130 �5outh tvanhoa Stre�*E�t, Suit*-- 5 AA-*. A"S—se-naar , Oe�nvew, Colc>rad<> 80222-5710 I N Owl UM 2= 303-759-8100 Fax 303-756-2920 li www.agwassenaar.com -- 6A — TE - - 0 FTI A L VAIWItY of permit: The Issuance of g per of approwl o f plans, #pitcjklisoffs And COMPUMIOns shall not be a permit for, or an app o f , any v i o bft to I 811Y Of the Provisions of the building code or of any Cfty ordiffa Pffmfts Presuming to give authorit t v ojsre of cancel the provisions of the a'If tii o fifiv �hall not t v As requested, we have performed a soil and foundation study at the subject site, The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical design criteria for the design and construction of the foundation for the proposed residence. This letter presents a summary of our findings and recommendations. 1-1 A 11111 16sill4ra4z I 0' to 3' Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled brown 3' to 12' Sand, medium dense, silty, very clayey, with clay lenses, moist, brown 12' to 19 Sand and Gravel, medium dense, silty, moist to wet, brown to rust brown MEMUMM Depth to water: 15 feet at the time • drilling 14Y2feet 2 days after drng APPROVED SulbJect, to FWd Inspections Wheat R�,, BuOcfing [,Nept, Samples obtained during drilling were returned to the laboratory. They W4 Standard Pacific of Colorado, Inc. Project Number 135267 January 31, 2014 Page 2 For sites with a risk assessment of high or very high, we recommend an interior floor system engineered for expansive soils be constructed. An alternative to the use of an engineered floor system, such as soil modification to reduce the risk assessment, may also be considered. In addition, an engineered interior floor system is recommended for all finished areas • any other areas where floor movements cannot be tolerated. Standard Pacific of Colorado, Inc. Project Number 135267 January 31, 2014 Page 3 slab movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria 0 IF I TrVII-exi-erfurl, r r f�ff-*76- T fg tfef T a joint which allows free vertical movement of the slab, 2. Slab bearing partitions should be constructed with a minimum 2-inch void space. Stairways bearing upon the slab should be constructed in such a way as to allow at least 2 inches of slab heave. In the event of slab heave, the movement should not be transmitted directly through the partitions to the remainder of the residence. rJ11111 F" slab; however, the void spaces recommended are not intended to predict total slab movement. Care should be taken to monitor and reestablish partition voids and flexible connections when necessary. We are available to provide further consultation regarding basement slab performance risk assessments. Standard Pacific of Colorado, Inc, Project Number 135267 January 31, 2014 Page 4 During construction, the crawl space area should be checked for standing water or very moist conditions, construction debris, and other deleterious materials, If these conditions exist, the area should be evaluated and mitigated, as necessary. As a minimum, we recommend providing a subsurface drainage system around the lowest below grade area. The purpose of the drain is to collect water which may become trapped on the surface of the excavation and enter the basement or crawl space areas, A drain should be constructed similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity discharge or sump. If a sump pit is installed, it should be monitored for water accumulation and proper operation. The water level in the sump pit should not be allowed to rise above the foundation drain inlet pipe(s), If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or maintenance should be performed on the existing pump. 23�1 r The wetting o ound soils ancl/or 5earoCK m callses ReaTe Maj te r carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: ExcessiveTTe Ing or Tri7r; as much as practical during construction. 2, The ground surface surrounding the exterior of the foundation should be maintained in such a manner as to provide for positive surface drainage away from the foundation. At completion of construction, we recommend a minimum fall away from the foundation of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone. vC Standard Pacific of Colorado, Inc. Project Number 135267 January 31, 2014 Page 5 M • All 11 4. If lawn edging is used around the exterior of the foundation, it should be constructed in a manner to prevent ponding of surface water in the vicinity of the backfill soils. 5, All drainage swales should be constructed and maintained a minimum of 5 feet away from the foundation on side yards and 15 feet away from the foundation on back and front yards. Drainage swales should maintain a slope of at least 2% off of the lot. Swales must not be blocked by fences, landscaping, paths or other Homeowner installed items. 6 Roof downspouts and drains should discharge well beyond the limits of foundation backfill. 9 Plastic membranes should not be used to cover the ground surface immediate surrounding the foundation. These membranes tend to trap moisture and preve normal evaporation from occurring. We recommend the use of a we suppressant geotextile fabric. This report was prepared for the exclusive use of our Client for the sole purpose of providing geotechnical design criteria for the subject structure based upon the existing site conditions as encountered. The conclusions and recommendations contained in this report shall not be Standard Pacific of Colorado, Inc. Project Number 135267 January 31, 2014 Page 6 considered valid for use by Others without written authorization from A. G. Wassenaar, Inc. In addition, the state • practice in • eotechnical engineering is constantly evolving, Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. structure from the soil and foundation viewpoint, please call our office, M= M i�# 0" Jr., Do L. Taylor, P. �T � Taylor, EACKFILL NON-WOVEN GEOTEXTILE FILTER FABRIC i# wi ! • w i l l PIPE AT HIGH POINT, /_ SLIP JOINT xw ACKFILL SLOPE TO DRAIN MINIMUM xr . •• , � •ar s r A - •s -s THE F OUNDATIO N, DR \ FTG 1 INT -SOG MTF JU Y 2010 • s Geolechf4cW and FnAfonmen #al Gonsuttants FOOTING FOUNDATION TYPICAL INTERIOR FIGURE 1 DRAIN DETAIL i'v Number of active trunks: 29 Number of active runouts: 33 Total runout outlet airflow. 1,416 Main trunk alrftow: 1,197 Largest trunk diametec 18A ST-320 Largest run out diameter. 7 SR-240 Smallest trunk diameter: 6.7 ST-170 Smallest runout diameter: 4 SR-320 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0 326 Supply fan static pressure available: 0.475 Runout maximum cumulative static pressure loss: 1.652 SR-420 Return loss added to supply: 0.133 Total effective length of return (ft.): 406A BsmtLow Total effective length of supply ft.): 192.3 S1 -420 Overall total effective length (ft): 597.7 Bsmt Low to SR -420 Design overall friction rate per 100 ft: OW9 (Available SP x 1001 TEL) A P f R 0 V E D Sut_�ec` tx') Fiie�'d !nspections Furnace Heat Rise—Used 58 Degrees on Program Rickvz Bu�klfi'nq D(,',pt, Date, ........... C SPECIFICATIONS a � �pTa'. il�sa9k�t C { k W M y y� x BOTTOM TWOSIDES 3,4 PERFORNLANCE DATA (cont) Item 1vatue Model TYPO Standard Air Conditioner Model Nwnbar lCombinod) CA13NA036 Outdoor Model Number CAUNA036�*(A,8) Indoor Model Number Gib PV*4221AL*-TDR TrIldeamne 13 SEER PURON AC Outdoor Manufaturtor CARRIER AIR CONDITIONING ilr err rl Comment Nowleat calmary` 3300 Non capacity * spew 0 Norninsf'C"mfty l *w Speed 0 SEER 13 SEER Kgh SEER Low Spe6d,� 0 EER 0 EER Low Speed; 0 Sound 0 AHRI Wow" Number 6395468 l "tier llrlr 33000 riam co 0 torn w '2 Coll watt" 'Path w"IttIf tAber Watisftv, rrojeci i nie: oianoara ractTic t-tresiae roan ovot Designed By: Bob Guenther Project Date: Tuesday, February 11, 2014 Client Name- Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address: 8450 Rosemary Company City City, CO 80022 Company Phone: (303)688-4487 X_302 Company E-Mail Address: bob@smithandwillis.com tl Total Building Supply CFM 1,200 GFITI Per Square tt.: 0.279 Square ft. of Room Area: 4,298 Square A. Per Ton 1,984 Volume (ft3) of ond. Space: 4�,222 Rhvac is an ACCA approved ITYlanual J and ITIanual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version �2, and AccA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a Unit that meets both sensible and latent load$ according to the manufacturers performance data at your design conditions. Y:\.,.\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM ti g o r 91 59 . M M �.. • : : : � � fir • � � "` r 1 Re urn Attic M 6 • 8 70 Yes a 6 0 i! 2 83.8 Yes 2 Return Garage Open Cr - - 0. - -------- ----- -------- Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2114, 8:58 AM 4 t � I Net ft � Se n Late Net Sen Sys N � Sys Sys Duct � � Scope .................« .,......,... «.. o f ros ...», .b.....,.,.,,m...... .... i Area ................., C�ain ..«w...,..e,.....::,.R .....,..,.., Gain ....,.,.A .... �a�n @ � .,....,...:....,, .?...........,...,.w,.Nti....ge„ Lc� @ n [ ¢ V \.✓FM � F M i«.d IVI p,..<,.......,......, S e....... 4 Building 2.36 1,984 4,298 28,267 -2,274 28,267 55,590 1,066 1,200 1,200 System 1 2.35 1,984 4,298 28,267 -2,274 28,267 55,590 1,066 1,200 1,200 2x1 Duct Latent `217 0 Humidification 2,309 None 1 4,298 28,267 -2 28,267 53,281 1,066 1,200 1,200 12x1 1µec Rooms 929 1 -134 1,321 7,272 145 56 145 7,7 2 -BR 5 177 518 -37 518 1,766 35 22 35 3 -Batts 4 47 9 -5 9 296 6 0 6 4 f 4- 'Mech/ Storage 322 88 -61 88 3,109 62 4 62 5 5 -Project Rrrs 152 1,582 -231 1,582 2,720 54 67 67 6, I 6 -Mud Room 79 624 -165 624 1,768 85 27 35 6 7-Kftchen/Nook 399 6,708 -412 6,708 6 }563 131 285 285 7,7,7, F 8' - Great Room 527 3,916 -101 3,916 5,916 118 166 166 7,7 „7 9 -Bath 3 48 152 -49 152 536 11 6 11 4 10•BR4 /Opt Study 179 2,048 -104 2,048 3,749 75 87 87 7, 11 -Entry 92' 463 -152 463 1,715 34 20 34 5 12- Master BR 276 3,679 -50 3,679 4,199 84 1561 156 7,7,7 1 -BR 2 181 989 -106 989 1,616 32 42 42 7 14 -Bath 71 171 -41 171 511 10 7 10 4 15-BR 3 _ 191' 1,895 -20 1,895 2,927 59 81 80 7, _ 16 Laundry 61 311 - 32 311 523 14 13 13 4 17 Library 269 2,183 - 41 2,183 3,525 71 93 93 6, 18- Master Bath 189' 980 µ156 980 2,526 51 42 51 6, 19 -WIC 1 51 283 -114 283 1,261 25 12 25 5 20-WI 2 58 346 -46 346 783 16 15 16 4 Sun of room airflows maybe be greater than systern airflow because system room airflow op (T uses the reaier of heatonc i i i Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AID -- -Duct erne: T -250, Effective Length: 1.5 j Trunk 0.0003 12.9 275 0.000 r Up: ST -240 55 14 0.010 0.000 d Rect 1.5 10 0.0 0.000 " Presize 267 6 0.280 0.520 E - -_ Duct acne: T -240, Effective Length: 1.2 r Trunk 0.0003 12.9 322 0.000 Up. ST -200 55 14 0.014 0.000 Rect 12 10 0.0 0.000 Presize 313 43 0,280 0.520 -- -[duct Name. T -200, Effective Length: 2, Trunk 0.0003 12.0 369 0.000 x Up: T -140 55 14 0.018 0.000 Rect 2.3 10 0.0 0,000 Presize 359 93 0.280 0.520 -- -Duct Name; ST -190, Effective Length: 4.2 # Trunk 0,0003 12.9 216 0.000 1 Up. ST -250 55 14 0.007 0 «000 , Rect 4.2 10 0.0 0.000 Presize 210 16.7 0279 0.521 --- Duct Name: T -180, Effective Length: 7.7 Trunk 0.0003 12.9 194 0.000 Up: ST -190 55 14 0.006 0.000 Rect 7.7 10 0.0 0,000 Presize 189 30.7 0279 0.521 3 -- -Duct Name: ST -170, Effective Length. 5,2 Trunk 0.0003 63 230 0.001 Up: ST -150 55 4 0.019 0.000 Rect 5.2 10 0.0 0.001 Presize 64 12,1 0.277 0.523 -- -Duct Name: ST -150, Effective Length: 9.7 i Trunk 0.0003 12,9 141 0.000 ' Up. ST -180 55 14 0.003 0.000 Rect 9.7 10 0.0 0,000 Presize 137 38.7 0279 0.521 -- -Duct Name: ST -150, Effective Length: 2.5 Trunk 0.0003 6.7 306 0.001 Up: ST -160 55 4 0.031 0.000 I Rect 2.5 10 0,0 0.001 Presize 85 i_ ..... _...... . :. -------- 5.8 ..__.. 0.278 . 0.522 Y:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM -- -Duct acne: ST-140, Effective Length: 1.2 Trunk 0.0003 12.9 377 0.000 Up: ST -120 55 14 0.018 0.000 I Rect 1.2 10 0.0 0.000 Presize 300 4.7 0.200 0.520 ' -- -Duct arise: SR -240, Supplies: Kitchen/ Nook, Fittings: 2-1,4-H, 8-A2,8-A2, Effective Length: 70.9 i Runout 0.0003 7 200 0.003 E Up: T -260 55 54 0.019 0.011 Rnd 13.3 7.7 57.6 0.013 ¢ Presize 71 24.4 0.264 0.536 -- -Duct Name. SR -250, Supplies: Kitchen/Nook, Fittings: 2 -1, 4-G, Effective Length: 83.6 Runout 0.0003 7 266 0.004 Up: ST -340 55 5.4 0.019 0.012 Rnd 223 7.7 61.3 0.016 Presize 71 40.9 0.262 0.538 F ~ i i -- -Duct Name: SR -260, Supplies: Kitchen /Nook, Fittings: 2 -1, 4 -H, 8-A2, 0 -A2, Effective Length: 94.6 € Runout 0.0003 7 266 0.005 Up. ST -290 55 5,4 0.019 0.013 f Rnd 24.0 7.7 70.6 0.018 Presize 71 44 0.260 0.540 ; -- -Duct arise: SR -270, Supplies Mud Room, Fittings: 2-1,4-G, Effective Length: 85.5 I g Runout 0.0003 6 178 0.003 Up. ST -230 128 4.7 0.010 0.005 Rnd 31.8 6.6 517 0.009 Presize 35 50 0271 0.529 f -- -Duct Name: SR-280, Supplies: Project Rr , Fittings: 2-1,4-G, B-A2,8-A2, Effective Length: 92.1 Runout 0.0003 6 173 0.003 Up: ST -360 55 4.7 0.011 0.00; Rnd 281 6.6 615 0.010 t Presize 34 45 0.268 0.532 --- Duct Name: SR -290, Supplies: Project Rm, Fittings: 2-1,4-G, Effective Length: 77.5 Runout 3.0003 6 173 0.003 Up: ST -280 55 43 0.011 0.005 Rnd 32.0 6.6 45.5 0.008 Presize 34 50.3 0.271 0.529 E --- Duct Name: SR -300, Supplies: Kitchen /Nook, Fittings: 2-1, 4-H, Effective Length: 76.1 t Runout 0.0003 7 266 0.003 6 Up. ST -220 55 5.4 0.019 0.011 Rnd 16.7 7.7 59.5 0,014 " Presize 71 30.5 0.265 0.535 1 Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM - - -Duct Name: SR-31 0, Supplies: Entry, Fittings: 2 -1, 4 -tom, Effective Length: 46.8 Runout 0.0003 5 249 0.000 Up: ST -110 128 3,9 0.023 0.011 Rnd 0,5 5.5 46.3 0,011 Presize 34 0.7 0.274 0.526 -- Duct me: SR-320, Su l : Bath 3, Fittings: 2-1, 4 -H, Effective Length - 31.3 Runout 0.0003 4 126 0.001 Up: ST -330 128 31 0.010 0.002 Rnd 10.7 4.4 20.6 0.003 Presize 11 11.2 0281 9.519 - -- Duct Name: SR-330, Supplies: R4 /Opt Sturdy, Fittings: 2 -1 4-G, 8 -A2 8 -A2, Effective Length: 95.6 Runout (}.0003 7 161 0.002 Up: ST -310 55 5.4, 0.008 0.005 Rnd 28.0 7.7 67.6 0.007 Presize 43 51.3 0.277 0.523 --Duct uct Name: SR -340 Supplies: BR41E3pt Sturdy, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 89.4 Runout 0.0003 7 161 0.001 Up: ST -110 55 54 0.008 0.046 Rnd 18.5 7.7 70.9 0.007 Presize 43 33.9 0.278 0.522 --- Duct Name: SDI -350, Supplies: greet Room, Fittings. 2-1,41-1-1, Effective Length: 40.6 Runout 0.0003 7 206 0.000 Up: ST-260 55 5.4 0.012 0.005 Rnd 0.7 7.7 40.2 0.005 Presize 55 1.2 0.273 0.527 -- -Duct Name: SR -360, Supplies: Greet Room, Fittings: 2-1,4-G, -A2, 8-A2, Effective Length. 63.6 Runout 0x0003 7 206 0.001 Up: ST -270 55 5.4 0.012 0.409 Rnd 8.7 7.7 75.1 0.010 Presize 55 15.9 0268 0.532 --- Duct Name: SR -370, Supplies: greet Room, Fittings: 2 -1, 4-G, 8 -A2, 8 -A2, Effective Length: 92.0 Runout 0.0003 7 206 0:002 Up: ST -290 55 5.4 0.012 0.009 Rnd 15.2 7.7 76,8 0.011 Presize 55 27.8 0.267 0.533 -- -Duct Name: S"1- 340, Feeds Into: Rec Room, Effective Length: 0.5 Trunk 0.0003 12.9 203 0.000 Up: ST -270 55 14 0.006 0.000 Rect 0.5 10 0.0 0:000 Presize 197 2 0.278 0.522 ------------ - ­ . Y:\ ... \Plan 5057.rbv ._,_ _ _._" Wednesday, February 12, 2014, 8:08 AM Y Ir' i p s` -- -Du Name: ST -320, Feeds Into: Mech/ Storage, Effective Length 1.8 r Trunk 0.0003 18.5 521 0.000 Up: ST -330 55 25 0,022 0.000 Rect 1.8 12 0.0 0.000 Presize 1,085 11.3 0.284 0.518 D uct Name: ST -310, Feeds Inter: ech/ Storage, Effective Length: 1. 1 I Trunk 0.0043 18.0 544 0.000 Up: ST -110 55 25 0.024 0.000 Rect 13 12 0.0 0.000 Presize 1,134 82 0285 0.515 �_ -Duct Name: T -300, Feeds Into: Rec Room, Effective Length: 3.4 I Trunk 0,0003 15.2 353 4.000 Up: ST -280 55 20 0.014 0.000 Rect 3.4 10 0.0 0.000 k Presize 490 17. 0,278 0.522 t i -- -Duct Name: ST -290, Feeds Into: Rec Roam, Effective Length: 0.3 Trunk 0.0003 12.9 339 0.000 } Up. T -380 55 14 0.019 0,000 ? Rect 0.8 10 0.0 0.000 Presize 378 3.3 0.278 0.522 j s __® Duct Marne. ST -230, Feeds Into: Rec Roam, Effective Length: 4.0 Trunk 0.0003 15.2 377 0.001 Up ST -230 55 20 0.018 0.000 I Rect 4.0 10 0.0 0.001 s I Presize 524 2 0.270 0.521 j ._ -[duct Name: T -270, Feeds Into: Rec Room, Effective Length: 0. Trunk 0.0003 12.9 259 0.000 , I Up; ST -290 55 14 0.009 0.000 Rect 0.5 10 0.0 0.000 I Presize 252 2 0.278 0.522 --- Duct Name: ST -280, Feeds Into: Rec Roam, Effective Length: 0.8 Trunk 0.0003 12.9 130 0.000 Up. ST -340 55 14 0.003 0.000 i Rect 0.8 10 0.0 0.000 f Presize 120 3.3 0.278 0,522 -- -Duct Name: ST -230, Feeds into: Rec Roam, Effective Length; 1.0 Trunk 0.0003 152 397 0.000 Up: ST -220 55 20 0.017 0,000 , Rect 1.0 10 0.0 0.000 Presize 551 5 0.280 0.5+20 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A --- Duct Name: ST-220, Feeds Into: Rec Room, Effective Length: 1.2 True 0.0003 15.2 457 0.000 Up: ST -210 55 20 0.022 0.000 Rect 1.2 10 0.0 0.000 Presize 535 5.8 0230 0.520 Duct acne: ST -210, Feeds Into: Rec Room, Effective Length: 0.8 Trunk 0.0003 15.2 406 0.000 Up: ST -130 55 20 0.025 0.000 Rect 0.8 10 " 0.0 0.000 Presize 675 4.2 0.230 0.520 -__ Duct acne: T -1O0, Feeds Into: M echl Storage, Fitting: 1 -I.11 Effective Length: 132.8 Trunk 0.0003 15.0 000 0.000 Up: Pan 55 25 0.043 0.056 Rect 0.8 10 131.9 0,382 Presize 1,197 4.9 0285 0.515 - -- Duct Name: ST -110, Feeds Into: ech/ Storage, Effective Length: 1.3 Trunk 0.0003 18.6 575 0.000 Up: SMT -100 55 25 0,026 0.000 Rect 1.3 12 0.0 0.000 Presize 1,197 8.2 0.285 0,:015 -- -Duct Name: ST-120, Effective Length: 1. Trunk 0,0003 12.9 377 0.000 Up: ST -380 55 14 0.018 0.000 Rect 1,7 10 0,0 13.000 Presize 366 6.7 0.281 0,519 -- -Duct Name. ST -130, Feeds Into: Rec Room, Effective Length: 2. Trunk 0.0003 152 515 0.001 Up: ST -380 55 20 0.027 0.000 Rect 2,5 10 0.0 0.001 Presize 715 12.5 0,280 0.520 -- -Duct Name: ST -330, Feeds Into': Mechl Storage, Effective Length: 1:7 Trunk 0.0003 18.6 524 0.000 U: ST -310 55 25 0.022 0.000 Rect 1.7 12 0.0 0.000 Presize 1,091 10.3 0.284 0.516 --- Duct Name: SR•380, Supplies: Rec Room, Fittings: 2-1,4-AD, Effective Length: 83.1 Runet 0.0003 7 273 0.006 Up: S -370 128 5.4 0.018 0.009 Rnd 31.4 7.7 51.7 0.015 Presize 73 57.6 0.263 0.537 Y.\ \.Plan 5057,r v W Wednesday, February 12, 2014, 8:08 A -- -Duct acne: SR -390, Supplies: Rec Room, Fitting: 4 -G, Effective Length'. 59.6 Runout 0.0003 7 273 0.005 Up: ST -350 128 5.4 0.018 0.106 Rnd 26.5 7.7 33.1 0. 01 I Presize 73 48.6 0.267 0.533 1 ---D acne: ST - 360, Fee Into: Rec Roam, Eff ective Length: 0.8 Trunk 0.0003 12.9 424 0.000 r Up: ST -350 55 14 0.023 0.000 Rect 0.8 10 0.0 0.000 Presize 412 3.3 0.273 0.522 - -- D uct Name: SR - 400, Supplies: BR 5, Fitti 2-1,4-AD, Effective Length: 57.4 Runout 0.0003 6 173 0.002 Up: ST -300 120 43 0.010 0.004 Rnd 15.0 6.6 41.4 0.006 Presize 35 25.1 0.273 0.527 -- -Duct Name: ST -370, Fee ds Into: Rec Room, Effective Length: 1.6 Trunk 0.0003 15.2 337 0.000 Up: ST -300 55 20 0.013 0.000 Rect 1..6 10 0.0 0.000 Presize 468 7.9 0278 0.522 - - -Duct Name: SR -4°10, Supplies. Rath 4, Fitt ings: 2 -1, 4 -ACS, Effective Length: 30..4 Runout 0.0003 4 69 0.000 Up: ST -230 128 3.1 0.003 0.001 Rnd 9.2 4.4 212 0.001 Presize 6 9.6 0278 0.522 --- Duct Name: SIR -420, Suppl M Storage Fitti ngs: 2-1,4-AD, Effective Length, 53.4 Runout 0.0003 5 455 0.010 Up: ST -320 128 3.9 0.067 0.026 Rnd 15.3 5.5 38.0 0..036 Presize 62 20.1 0248 0.552 t -- -Duct Name: ST -380, Feeds Into: Rec Room, Effective Length: 8.8 � Trunk 0.0003 16.9 623 0.003 Up: ST-320 55 25 0.035 0.000 Rect 8.8 10 0.0 0.003 Presize 1,081 51.5 0281 0.519 it # 1 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 A ► " .. , Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM x -Duct Name: SR -100, Supplies. Master BR, Fitting: 4 Effective Length: 32.6 Runout 0.0003 7 195 0.001 } Up: ST -170 55 5.4 0.011 0.003 Rnd 5.0 7.7 27.6 0.004 Presize 52 92 0273 0.527 - -- Duct ante: SR- 110, Supplies: Master BR, fittings: 2 -1, 4 Effective Length: 68.8 Runout 0.0003 7 195 0.002 i Up: ST -160 55 5.4 0.011 0.005 ! Rnd 10.3 73 49,9 0.007 Pres 52 34.5 0271 0,529 I -- -Duct Name: 8-120 Supplies. Master BR, fittings: 2 -1, 4 -G, Effective Length: 75.8 Runout 0.0003 7 195 0.002 Up. ST -180 55 5.4 0.011 0.006 Rnd 19.0 7.7 56.8 0.006 Presize 52 34.8 0.271 0.529 -- -D Name: Sid -130, Supplies. WIC 1, Fittings. 2-1,4-H, Eff ective Length. 30.3 Runout 0.0003 5 183 0.000 Up. ST -170 128 19 0.014 0.004 Rnd 2.2 5.5 28.1 0.004 Presize 25 .2.8 0.273 0.527 t - -- Duct Name: SR-140, Supplies. Master Bath, Fittings. 2-1,41-1-1, E ffecti ve Length. 37.1 Runout 0.0003 6 127 0.000 ; Up. ST -150 128 4.7 0.006 0.002 Rnd 4.8 6.6 322 0.002 ; € Presize 25 7.6 0.276 0.524 3 ---Duct ante: SR -150, Supplies: aster Bath, Fittings: 2 -1, 4 -M, Effective Length: 45.5 Rn�+ut 0.0003 ' 6 127 0.000 Up: ST -190 128 4.7 0.006 0.002 s Rnd 4.8 6.6 40.6 0.003 i Presize 25 7.6 0.277 0.523 -- -Duct Dame; SR -160, Supplie WIC 2, Fittings: 2-1,4-G, Effective Length: 39.6 Runout 0.0003 4 183 0:001 Up: ST -250 128 3.1 0.018 0.006 t Rnd 6.7 4.4 33.0 0.007 Presize 16 7 0272 0.528 -- -Duct Name: SR -170, Supplies: BR 2, Fitting 2•I, 4 -G, Eff ective Length. 77.8 Runout 0.0003 7 157 0.001 Up: ST -250 55 5.4 0.007 0.004 Rnd 18.8 7.7 519.0 0.006 � Presize 42 34.5 0274 0.526 Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM -_- Duct acne: SR -190; Supplies: BR 3, Fittings: 2-1,4-G, 12 -S 12 -S, Effective Length: 110.7 Runout 0,0003 7 150 0.002 4 Up: ST -130 55 5.4 0.007 0.006 I Rnd 29.8 7.7 80.9 0.008 Presize 40 54.7 0.273 0.527 -- -Duct Name: SR-200, Supplies: BR 3, fittings: 2-1,4-H, 12 -S; 12 -S, Effective Length. 96.5 Runout 0.0003 7 150 0.002 Up: ST -210 55 5,4 0.007 ' 0.005 Rnd 25.3 7.7 71,2 0.007 Presize 40 45.4 0.273 0.527 j -- -Duct arise: SR -21 0, Supplies: Laundry, fittings: 2 -1, -G, 8 -A2, 8 -A2, Effective Length: 50.3 Runout 0.0003 4 149 0.002 Up: T -220 55 3.1 0.314 0.005 Rnd 14.2 4.4 36:2 0.007 Presize 13 14.8 0.273 0.57 -- -Duct Name: SR-220, Supplies. Library, fittings: 2 -1, 4 -N, 8MA2, Effective Length: 52,7 Runout 0.0003 6 234 0.000 Up: ST -200 55 4.7 0.018 0.009 , Rnd 0.8 6.6 51,9 0.010 Presize 46 1.3 0.270 0.530 s -- -Duct Name: SR -230, Supplies: Library, fittings: 2 -1, 4 -N, 8•A2, Effective Length: 59.5 E Runout 0.0003 6 234 0.001 Up: ST -240 55 41 0.018 0.00'9 3 Rnd 7.7 6.6 51.9 0.0111 Presize 46 12 0.269 0.531 z Report Units. pressure. in.wg, Duct lengths.. feet, Duct sizes: inch, Airflow. CFM, Velocity: ft./ min, Temperature: F 1':\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8;08 AM N► • Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 6 :06 AM Total runout outlet airflow: 1,416 Main trunk airflow: 1,197 Largest trunk diameter: 16.6 T -320 z Largest runout diameter: 7 ` -240 Smallest trunk diameter: 63 ST -170 Smallest runout diameter: 4 SR-320 € Supply fan external static pressure: 0.600 Supply fan device pressure lasses: 0.325 Supply flan static pressure available: 0.476 c RUnout maximum cumulative static pressure lass: 0.552 SR -420 Return loss added to supply: OA 33 Total effective length of return ( ft.): 405.4 Bsmt Love Total effective length of supply ( ft.): 192.3 SP - 420 Overall total effective length ( ft.): 597.7 Ssmt Low to SR - 420 } Design overall friction rate per 100 ft.: 0.079 (Available SP x 100 l TEL) k i System duct surface area (loo Scenario). 906.9 System duct surface area (Scenario 2). 263.8 Garage (Linked to duct load) C Total system duct surface area. 1190.7 !� k f i 3 } E 2 y Y Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 6 :06 AM -- -Duct Name. RT -140, Feeds From: Kitchen/Nook, Effective Length 5.5 9 Trunk 0.0003 12.9 498 0.002 Up. RT -120 75 14 0.029 0.000 Rect 5.5 10 0.0 0.002 Presize 484 22 -0.050 0.011 __ -[duct Name: Lover, 'Returns From: Entry, Fittings: 6-13, 6-H, 8-133C, Effective Length: 167.6 Runout 0.0003 12.9 352 0.000 Up. RT -160 75 14 0.016 0026 Rect 0.0 10 167.6 0.026 Presize 342 0 -0,027 0.026 _ -- Duct Name: Low, Returns From: Kitchen/Nook, Fittings* 6-B, 6 -11, 8-133C, Effective Length: 167.6 Runout 0.0003 12.0 352 0:000 ; Up; RT -180 75 14 0.016 0.026 Rect 02 10 167.6 0.027 Presize 342 O.7 - 0.024 0.027 { -. -Duct Name: R 7-100, Feels rare: Mech/ Storage, Fittings: -1~11, 5-N, Effective Length: 219.2 Trunk 0.0003 18.6 680 0.000 Up: Fan 75 25 0.035 0,076 Rect 0.7 12 218.5 0.076 Presize 1,417 4.1 -0.057 0.133 -- -Duct Name: RT -110, Feeds From. lk echl Storage, Effective Length. 7.0 Trunk 0.0003 18.6 680 0.002 Up 75 25 0.035 0.000 Rect 7.O 12 0.0 0:002 Presize 1,417 432 - 0..055 Od 130 ; -- -Duct Dame. RT -120, Effective Length: 4.2 Trunk 0.0003 12.9 498 0.001 Up. RT °170 75 14 0.029 0.000 Rect 4.2 10 0.0 0.001 Presize 484 16.7 _0.052 0.013 -- -Duct Name: CST -130, Feeds From: Ree Room, Effective Length: 2.0 Trunk 0.0003 16.9 197 0.000 Up: RT -170 75 25 0.004 0,000 I Rect 2.0 10 0.0 0,000 Presize 342 11.7 ~0.053 0.029 -- -Duct Name: RT -160, Feeds From: 11 echl Storage, Effective Length. 3.0 Trunk 0.0003 12.9 352 0.000 Up: RT-230 75 14 0.016 0.000 Rect 3.0 10 0.0 0.000 Presize 342 12 -0.054 0.027 } Y:\ ...\Plan 50 7.rhv Wednesday, February 12, 2014, 8.08 AM Manual D Ductsize Data - Du qt yqtem 1 - Retumf t' , rw. --- Duct Name: RT-170, Feeds From: Rec Room, Effective Length: 7.5 Trunk 0.0003 16.9 476 0.002 Up: RT-230 75 25 0.021 0.000 Rect 7.5 10 0.0 0.002 Presize 826 418 -0-053 0.014 --- Duct Name: RT-180, Feeds From: Rec Room, Effective Length: 11.5 Trunk 0.0003 12.9 352 0.002 Up: RT-210 75 14 0.016 0.000 Rect 11.5 10 0.0 0.002 Presize 342 46 -0.050 0.027 r - -Duct Name: RT-210, Feeds From: Rec Room, Effective Length: 8.5 Trunk 0.0003 16.9 197 0.000 Up: RT-130 75 25 O.004 0.000 Rect &5 10 0,0 0.000 Presize 342 49.6 -0.052 0,028 -- -Duct Name: RT-220, Feeds From: Mech/ Storage, Effective Length: 4.1 Trunk 0.0003 10 457 0.001 Up: RT-1 10 75 7.8 0.031 0.000 Rnd 4.1 10.9 0.0 0.001 Presize 249 103 -0.053 0.129 -- -Duct Name: RT-230, Feeds From: Mechl Storage, Effective Length: 1.5 Trunk 0.0003 18.6 561 0.000 Up: RT-110 75 25 0.024 0.000 Rect 1.5 12 0.0 0.000 Presize 1,168 9.2 -0.054 0V6 -Duct Name: Bsmt Low, Returns From: Mech/ Storage, Fittings: 6-C, 6-G, 8-A2, Effective Length: e a- 175.2 I Runout 0.0003 10 457 0.000 Up RT-220 75 7.8 0.031 0.053 Rnd 0.0 10.9 175.2 0.053 Presize 249 0 0.000 0.053 -- -Duct Name: Mstr Ceiling, Returns From: Master BR, Fittings: 6-C, 6-L, Effective Length: 77.9 I Runout 0.0003 12 315 0.002 Up: RT-140 75 9.3 0.012 0.008 Rnd 13.2 13.1 64.7 0 »010 Presize 247 41.6 -0,040 0,010 Duct Name: Hall Ceiling, Returns From: Library, Fittings: 6-C, 6-L, Effective Length: 73.1 Runout 0.0003 12 302 0,001 Up: RT-140 75 9.3 0.012 0.007 Rnd 9.0 13.1 64.1 0.008 I Presize 237 28.4 -0.041 0.008 Y:\...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM W _ Number of active trunks: 11 Number of active runouts: 5 Total runout outlet airflow. 1,417 Main trunk airflow: 1,417 I I Largest trunk diameter: 18.8 RMT -100 i Largest runout diameter; 12.9 Lo Smallest trunk diameter: 10 RT -220 Smallest runout diameter: 10 Bsmt Lou s Runout maximum cumulative static pressure loss: 0.053 Bmt Low Return loss added to supply: ` 0.133 Taal effective length of return ( ft.): 405.4 Bsmt Low System duct surface area (No Scenario): 247 „8 [ System duct surface area (Scenario 1): 70 Attic (Linked to duct load) System duct surface area (Scenario 2): 22 Garage (Linked to duct load) j Total system duct surface area: 339.E Y\ ...\Flan 5057.rhv . Wednesday, February 12, 2014, 8:.08 Ali Total By #qipg Loads R6.2 Door: Door-U=.161 41 8 465 0 148 148 15BI 5-Ow-9: Wall- 11944 4,238 0 74 74 15BI 5-Ow-8: Wall-Basement, , framing with R-1 5 sill to 2256 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8'floor depth Basement RI 1-9: Wall-Basement, Custorn, R-1 1 599.9 2,195 0 36 36 Basement wall i 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 30482 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 1787.2 3,205 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or bark Metal, Tar and Gravel or Membrane, R-38 insulation 121 A-32: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 i or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 21 A-32-c: Floor-Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32'wide 20P-30: Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 Subtotals for structure: 38,892 0 19,794 19,794 I People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: Ductwork: 5,076 -217 1,744 1,52 ' Infiltration Winter CFM: 150, Summer CFM: 150 9,313 -3,257 2,161 -1,096 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 Total Building Load Totals: 55,590 -2,274 28,267 25,993 1 Rhvac is an ACCA approved Manual J and ITIanual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. data at your design conditions. Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Atrium. .31/.33, u-value 0.31, SHGC 033 525 11,230 0 15,075 15,075 R6.2 Door: Door -U =.151 413 465 0 148 148 151315-0w-9: Wall- 1194.4 4,238 0 74 74 15815 -Ow -8. Wall-Basement, , framing with R -15 sill to 225.6 794 0 13 13 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth 15B11 -Ow -9. Wall- 74.5 292 0 7 7 Basement RI 1-9: Wall-Basement, Custom, 1 -1 1 599.9 2,195 0 36 36 Basement wall 12F-Osw. Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 3048.2 13,672 0 2,237 2,237 no board insulation, siding finish, wood studs 168 -38: Roof/Ceiling-Under Attic with Insulation on Attic 1787.2 3,205 0 2,138 2,138 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21 A-32: Floor-Basement, Concrete slab, any thickness, 2 1153 1,591 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32` wide 21 A-32-c: Floor-Basement, Concrete slab, any thickness, 321.8 444 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 32" wide 20P-30: Floor-Over open crawl space or garage, Passive, 317 766 0 66 66 8 -30 blanket insulation, any cover Subtotals for structure: 38,892 0 19,794 19,794 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 5,076 -217 1,744 1,527 Infiltration; Winter CFM: 150, Summer CFM: 150 9,313 -3,257 2,161 -1,096 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 6.30 gal/day: 2,309 0 0 0 AED Excursion: 11.1-- ... .... ...... ..... - ........ ... . . .. ... . .... .. 0 . ...... ... .... . 0 ....... _­'.""""""'­ 1,988 11111111-11-- 1— 1,988 11-111111111-1-_", i System I Whole House System Load Totals: 55,590 -2,274 28,267 25,993 Rhvac is an ACCA approved fflanual J andriTlanual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. data at your design conditions. #MA YA .APlan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Y:\ ...\Plan 5057.rhv Wednesday, February 1 2, 2014, 8:08 AM .......... { car t . Whole H ------------ Cooling System Type: Standard Air Conditioner Outdoor Model: CA13NA036 ... (A R} Indoor Model: CNPV*4221AL*+TDR Tradename: 13 SEER PURON AC Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 6395468 Nominal Capacity: 33000 Efficiency: 13 SEER Heating System Type Natural Gas Furnace Model: 59SC2BO80S21--20 Tradename: Carrier Manufacturer: CARRIER CORPORATION Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency: 92.1 AF Y:\ ...\Plan 5057.rhv Wednesday, February 1 2, 2014, 8:08 AM f:� ... \Plan 5O57.rhv Wednesday, February 12, 2014,8:08 AM R .. > Loads Room - Room r Load Pro t � s Calculation Mode. Ntg. & clg. Occurrences: 1 Room Length. 928.9 ft, System Number. 1 � Room Width. 1.0 ft. Zone Number. 1 Area. 929.0 sg.ft. Supply Air: 145 CPM Ceiling Height: 10.2 ft. Supply Air Changes. 0.9 AC/hr Volume: 9,444.0 cu.ft. Req. Vent. Clg. 0 CPM Number of Registers. 2 Actual Winter Vent.: 0 C M I Percent of Supply.: 0 % Actual Summer Vent.: 0 CPM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 6 CPM SW- Wall - 151315 -Ow -9 15 X 10.2 152.6 0.047 3.6 947 0.1 0 11 S- Wall - 151315 -Ow -9 10 X 102 101.7 0.047 16 364 0.1 0 7 � SW-Wall-15B15-0w-8 13 X 1012 116.2 0.047 15 4101 0.1 0 7 ; I NW- Wall - 151315 -Ow -910 X 102 1013 0.047 3.6 364 0.1 0 7 SW Wall - 151315 -Ow -9 7.5 X 10.2 76.5 0.047 3.6 274 0:1 0 5 i NW- Wall - 151315 -Ow -9 7.7 X 10.2 78 01.047 3.6 279 0.1 0 5 f SE-Wall-1 5 11 mOw -9 7.3 X 10:2 74.5 0.051 3.9 292 0.1 0 7 NE-Wall-1 5 15 -Ow-9 31.5 X 320.4 0.047 3.6 1,148 0,1 0 22 10.2 S - Wall - 15515 -Ow -9 17.8 X 165.3 0;047 3.3 552 0.0 0 3 I 10.2 W -Gls- Atrium s gc -O.3 O%S SE - CPIs - Atrium - 0.33 O %S 16 16 0.310 01.310 21.4 342 21.4 342 30.8 30.8 0 0 492 492 shgc Floor -21 A- 3 - 2 111 1 1111 X 928,9 928.9 0.020 1.4 1,282 0.0 0 0 Subtotals for Structure: 6,196 0 1,058 Infil.: Win.: 6.2, Sum.: 6.2 158 2.422 383 0 «563 -134 89 I Ductwork: 693 82 AFC Excursion: # 3 Room Totals. 7,272 -134 1,321 33 . c s P .. __ . _ ..... 3 111 j f I 3 @� 4 f:� ... \Plan 5O57.rhv Wednesday, February 12, 2014,8:08 AM ........... . . - f #4/ ---- - 8 . R - P - r - 6 --- Calculation Mode* Htg. & c1g, Occurrences: Room Length: 14.3 ft. System Number: Room Width: 12.3 ft. Zone Number: Area: 177.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,796.0 cu.ft, Re q. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 2 CFM Actual Summer Infil. 2 CFM 10 10.2 9W-Wall-1 5131 5-Ow-8 12.3 X 109A 0.047 15 384 0.1 0 6 10.2 NW- CPIs -- Atrium shgc-0,33 O%S 16 0*310 21.4 342 21,6 0 409 Floor-21A-32 I X 176.8 176.8 0.020 IA 244 0.0 0 Subtotals for Structure 1,492 0 425 Infil,: Win.: 1.7, Sum,: 1.7 44 2.419 106 0.570 -37 25 Ductwork: 168 32 AED Excursion: 36 Room Totals: 1,766 -37 518 .... .... --------- -------- _. - - -- ..._.__w_. -- ------- ------ - ---- - --------- ------ (:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 92 ft. System Number: 1 Room Width: 52 ft, Zone Number. 1 Area sq.ft. Supply Air: 6 CFM Ceiling Height: 15.2 ft. Supply Aar Changes. 0.7 AC/hr Volume.; 482.0 cu.ft. _ req. Vent. Clg: 0 CFM Number of registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % t Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 0 ,CFM Actual Summer lnfil.: 0 CFM NW- Wall -15 315- w -0 5.2 X 10.2 52.6 O 047 3.6 188 0A ` 0 4 Floor -21 A -32 1 X 47,4 ; 47.4 0.020 1:4 65 0.0 0 0 Subtotals for Structure: 253 0 4 Infil.: Win.: 0. 2, Sum,: 0.2 6 2377 15 0.634 _5 4 t Ductwork: 28 1 AED Excursion: 1 Room Totals: 296 5 9 E 1 1 i 1 7 t i I i Y :\ ... \Plan 507.ry Wednesday, February 12, 2014, 6:08 AM Wednesday, February 12, 2014, 8 :08 AM 1 { y ..,,....,. , .._._._ L Detailed Room Loma_ � cam M r' S L �r �4 r Load Pro s � Calculation Mode: Ntg. clg, Occurrences: F Room Length: 321.8 ft. Systems Number: 1 € Room Width: 1.0 ft. Zone Number: 1 Area. 322.0 sq. ft. Supply Air. 62 CFM Ceiling sleight. 10.2 ft. Supply Air Changes. 1.1 AC/hr I Volume: 3,271.0 cu.tt. Req. Vent. Gig. 0 CFM ; € Number of Registers. 1 Actual Winter Vent.. 0 CFM Percent of Supply., 0 % t Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM NW- Waii- �3asement R1'1�9 0 «3 200:3 0.01 3 «7 757 0.1 0 12 10.E x NE- Wall - Basement R11 -9 12.3 1254 0 «001 3.7 450 01 0 8 X 10.2 SF- Wall - Basement R11 -9 8.5 X 85:4 0.051 3.7 316 0:1 0 5 1 10,2 NF- Wall - Basement R11 -9 6 X 61 0.051 33 223 0.1 0 4 l i 10.2 SF- Wail - Basement RI 1-9 11.8 120.3 0.051 3.7 440 0.1 0 7 10.2 Floor- 21A -32 1 X 111111 321.8 11 11 0.020 1.4 444 0.0 0 0 1 Subtotals for Structure: 2,639 0 36 Infil.: Win.: 2.8, Sum.. 2.8 72 2.417 174 0,556 -61 40 ? Ductwork: 296 296 5 AF19 Excursion: . .... ...... .... ..A_._._. .. :. .. ,. e ,.,. M.,. ..._.e...,.:. ., a. :._ _. , .. ....._ 1 I Room ota ls: 1 3,109 -61 88 o y Wednesday, February 12, 2014, 8 :08 AM ' Room Length: 151.8 ft. System Number: I � '. Room Width: 1.0 ft. Zone Number: 1 Area 152.0 sq.ft. Supply Air: 67 CFM Ceiling Height: 102 ft. Supply Air Changes: 2.6 AC/hr ^ Volume 15410 cu.ft. Req. Vent, Clg- 0 CFM Number of Registers: 2 Actual Winter Vent,: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.* 0 CFM ' Percent of Supply: 0 % Actual Summer Infil.: 11 CFM ' ' SE-Wall- I 2F-Osw 11.8 X 1 02 110.3 OM5 45 495 01 0 81 SW-Gis- shgc-0,33 O%S 12 0.310 21.4 257 X8 0 369 Subtotals for Structure: 1,800 0 1,220 Ductwork: 259 98 AED Excursion: Room Totals: 2,720 -231 1,582 Calculation Mode: Ntg. & clg. Occurrences: � 7 Room Length: 112 'tt. System Number: Room Width: 6.0 ft. Zone Number; 1 Area: 79.0 sq. ft. Supply Air: 35 C FM } Ceiling Height: 10.2 ft. Supply Air Changes; 2.6 AC/hr Volume: 803.0 eu.ft. Reg. _Vent. Clg: 0 CFM Number of Registers; 1 Actual Winter Vent.: 0 GFM Percent of Supply.. 0 % Actual Summer Vent.; 0 CFM E Percent of Supply; 0 % f 4 Actual Winter Infil.: 8 CFM G Actual rummer Infil.; 8 CFM (f- Wa11- 12F -tvto 13,2 10,2 116.1 0.065" 4.5 521 0:7 (} 85 E- Wall- 12F -Osw 6 10.2 53 0.065 4.5 236 0.7 0 39 NF- Door -R6.2 Door 2.7 X 63 1738 0.161 11.1 198 3.5 " 0 63 z F- GIs - Atrium hgc -0.33 O%S 8 0.310 21.4 171 30.6 0 246 Subtotals for Structure; 1,126 0 433 Infil.; Win.; 7.6, Sum.: 7.6 195 2.421 472 0.559 -165 109 Ductwork; 166 39 I AD Excursion ;. --111111111- Room Totals; 1,766 -165 624 I g i ryry 1 4 x y ip( I 4 � :\...\Phan 5057.rhv Wednesday, February 12, 2014 8:03 AM Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM ,I Room Loy r lft _ . Load Proce Calculation Mode: Ntg. & clg. Occurrences: Room Length: 398,6 ft. System Number: � Room Width: 1.0 ft. Zone Number: � x E Area: 399.0 sq.ft. Supply Air: 285 CPM Ceiling Height: -102 ft. Supply Air Changes: 4.2 AC/hr {Volume. 4,0510 cu.ft. Req. Vent. Cl g: 0 CPM Number of Registers: 4 Actual Winter Vent.: 0 C M Percent of Supply.: 0 % Actual Summer Vent,: 0 CPM Percent of Supply: 0 % Actual Winter Infil.: 19 CPM Actual Summer Infil.: 19 CAM = SW- Wall- 12P -Osw 13 X 102 87.2 0.065 4.5 391 0.7 0 64 1 I NW-Wall-12F-Osw 10.1 X 10.2 38.5 0.065 4.5 173 0.7 0 28 F NE- Wall- 12F -Osw 14.8 X 10.2 150.8 0.065 4.5 676 0.7 0 111 i SIB- Well -12 -Osw 9.9 X 10.2 703 0.065 4.5 317 0.7 0 52 SW -GIs- Atrium shgc -0,33 O %S 15 0.310 21,4 321 30;7 0 I 461 SW -CIs- Atrium shgc -0.33 O °IBS 15 0.310 21.4 321 30.7 0 461 i W- fuels- Atriurn sh e -0,33 O %S 15 0.310 21.4 321 :30.7 0 461 NW- Cis- Atrium shgc -0.33 O %S 64 0.310 21.4 1,369 25.6 0 1,636 S -Gls- Atrium h e -0.33 O %S 15 0310 21.4 321 307 0 461 SE-GIs-Atrium shgc -0.33 O %S 15 0.310 21.4 321 30.7" 0 461 � U- Ceil -16 -38 1283 X 1 1283 0.026 1.8 230 1.2 0 153 Subtotals for Structure:. 4,761 0 4,349 ° Infil.: Win.; 19.0, :bum.: 19.0 486 2.421 1,177 0,561 -412 273 [ductwork: 625 41 I A D Excursion: 472 qt m _t- w O_ , _ - _ ._. -, w: , Room Totals: _ . _ _ .__ r _. _ -. _.. 6,563 - _ a _ _4.. ._ _ - 412 . 6,708 s f P I I Y:\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM i �:\ ,,. \flan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM � • It � � y • !! i �:\ ,,. \flan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM Room length: 8.5 ft. System dumber: 1 845 } Room Width: 5.7 ft. Zane lumber: 1 32 Area: 48.0 sq.ft. Supply Air: 11 CFM Ceiling height: 10.2 ft. Supply Air Changes: 1. 3 AC/hr Volume: 490.0 cu.ft. Req.. Vent.: twig: 0 C FM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply..: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: g % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CFM -Ceil- 181 -v38 48.2 X 1 48.2 0.028 1.8 85 1.2 0 58 Subtotals for Structure: 845 0 108 Infil.. Win.. 2.3, Sum.: 2.3 58 2.428 140 0.555 -49 32 Ductwork, 51 9 ; AFR Excursion: 11 Room Totals. 535 49 152 1 i } I 5 s i I 'I g � g I I I g � g 3 4 53 Y i E q 3 Z 3 3 1 i 1 3 3 1 Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM Calculation Merle. Ntg. & clg: 01065 Occurrences: 478 9.7' i Room Length: 178.8 ft. System Number: 9.1365 4.5 Room Width: 1.0 ft. Zone Number: NW- GIs - Atrium shgc -11.33 O S 15 Area. 179.0 sq.ft. Supply Air: 87 CFM i I Ceiling Height: 10.2 ft. Supply Air Changes: 2.9 AC/hr Volume: 1,818.9 cu.ft. Req. Vent. Cl g 0 CFM s Number of Registers 2 6 . w Actual Winter Vent.: 0 CFM 2 „g6 Percent of Supply.: 9 % InfiWin: 140 Sum.: 140 � , . , . 359 Actual Summer Vent.: 9 CFM _314 2012 Ductwork. Percent of Supply: 0 % f i Actual Winter Infil., 14 CFM Actual Summer Infil.; 14 CFM NF- Well- 12F -Osw 12.3 X. 19.E 1015,4 01065 4.5 478 9.7' 9 77 SF- Wall- 12F -9swr 8.5 X 10.2 86.1 9.1365 4.5 386 07 0 63 NW- GIs - Atrium shgc -11.33 O S 15 0.310 21.4 821 25.6 0 884 NF -GIs- Atrium shgc•0.33 O%S 26 0310 21.4 428 25.6 0 511 ; UP- Ceil- 1613-38 178.8 X 1 _ _ 178.8 11.1126 . 1,8 Y 321 1 . 2 6 . w 214 f Subtotals 2 „g6 8 1,346 InfiWin: 140 Sum.: 140 � , . , . 359 2x421 9 11.563 _314 2012 Ductwork. 357 126 AED Excursion. 144 I Pe le 266 let /per, 2301 seal iere -1111, _ .... ... ._ .... _ 20(f ..... 2301 11111, Room Totals: p i 3,749 -1014 2,048 g ; y i I 1 t t j :\ ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:178 AM fi i Y:\...\Plan lan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM • c # # a fi i Y:\...\Plan lan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM z ttl t a J B - R� 2 1 its Ir Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 160.9 t. System Number: I Room Width: 1.0 ft. Zone (umber: i Area: 161.0 sq.ft. Supply Air: 42 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,544.01 cu.ft. Req. Vent. Clg: 0 CFM Number of registers: - 1 Actual Winter Vent.: 0 CFI ! Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % @ Actual Winter Infil.: 5 CFM I Actual Summer Infil.: 5 CFM I SW-Wall-12F-Osw 13.8 X 9.1 1019.5 0.055 4.5 491 9.7 0 59 SW- CIs -Atrium hgc -0.33 0 %S 16 0,310 21,4 342 30.3 € 0 492 r UP- Cell -16r- 38160.9 X 1 130.9 0.026 1.6 325 1.2 0 216 Subtotals for Structure : 1,156 0 766 Infil.: Win.: 4.9, Sum.: 4.9 126 2.421 304 0.557 -106 70 € Ductwork: 154 61 AFt Excursion: 7 morn - Totals - : - orn Totals: I 1,616 .. -106 989 I f 2 } e:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 6:06 AM ... .. .... . ... .......... [ Room Loads - Room 14 - Bath 2 y L1. 0 ad-Proc.e car _J Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.3 ft. System Number: I Room Width: 133 ft, Zone Number. I Area: 71.0 sq.ft. Supply Air: 10 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.0 AC/hr Volume: 645.0 cuft Req. Vent. C16: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil. 2 CFM Actual Summer Infil.: 2 CFM 36 UP-Ceil-I 613-38 ,71.1 1 71.1 0.026 1.8 128 12 0 e 8 ,70 Subtotals for Structure: 345 0 121 Inf it.: Win.: 1 .9, Sum.: 1.9 48 2.418 117 0.558 -41 27 I Ductwork: 49 11 1 1 AED Excursion: 12 Room Totals: 511 -41 171 ........ . . ...... . ..... r :\. .\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM i t t f l E h p h i i v':! ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM, s +r s • M # � f r• s • � • ! f • i 1 m t l *. i t t f l E h p h i i v':! ... \Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM, Room length. 61.4 ft. System Number. 1 61.4 0.026 1.6 110 12 Room Width: 1.0 ft. Zone Number: 1 240 ' Area. 61.0 sq.ft. Supply Air: 13 CFM Ceiling Height: ,1 ft. Supply Air Changes: 1.4 AC/hr Volume: 558.0 eu.ft. Req. Vent. Clq: 0 CFM Number of Registers: 1 } � x Actual Winter Vent.: 0 CFM i i Percent of Supply.: 0 % Actual Summer Vent.; 0 CFM Percent of Supply. 0 % Actual Winter Infil.: 1 CFM Actual Summer Infl.; 1 CFM NW -GIs- Atrium hqc -0:33 O%S 6 0.310 21.4 128 25.5' 0 153 E UP -Ceil- 1613-36 61.4 X 1 61.4 0.026 1.6 110 12 0 73 r Subtotals for Structure 381 0 240 ' Inf l.: Win.: 1,55, Sum,: 1.5 38 2.430 02 0.555 -32 21 Ductwork: 50 _, 10 AED Excursion. w ..e _ , .., .... __. _. 2 Room Totals; 523 -32 311 i I i R f I I i } � x f i � \ ... \Plan 5057.rhv Wednesday, February 12, 2014; 8.08 A Room Length 269.2 ft. System Number: 1 O:7 Boom Width: 1.0 ft. Zone Number: 1 4.5 Area: 269.0 sq.ft. Supply Air: 93 CFM Ceiling Height 9.1 ft. Supply Air Changes: 23 AC /hr Volume': 2,445.0 'cu.ft. Req. Vent. Clg: O , F Number of Registers: 2 NF -GIs- Atrium sgc -0.33 O %S Actual Winter Vent:: 0 CFM 128 25.5 0 Percent of Supply.: 0 % 0.310 21.4 128 Actual Summer Vent.: 0 CF NF -Cis- Atrium shgc -0,33 O %S 6 0.310 Percent of Supply: 0 % 0 153 NE- Is- Atrium shgc -0.33 O °IBS Actual Winter Infil.: 11 CFM 12€3 25.5 0 Actual Summer Infil.: 11 CF NF- Wall- 12F -Osw 113 X 9.1 94 0.065 4.5 421 O:7 0 69 N - Wall- 12F -Osw 1.1 X 9.1 10.4 0.065 4.5 46 01 0 8 NF- Wall- 12F -Osw 103 X 9.1 78.9 0.065 4.5 354 01 0 58 NW -CPIs- Atrium shgc -0:33 %S 0.310 21.4 193 25.6 0 23 O NF -GIs- Atrium sgc -0.33 O %S 6 0310 21.4 128 25.5 0 153 CIF -Cis- Atrium shgc -0.33 O %S 6 0.310 21.4 128 25.5 0 153 NF -Cis- Atrium shgc -0,33 O %S 6 0.310 21.4 128 25.5 0 153 NE- Is- Atrium shgc -0.33 O °IBS 6 0.310 21.4 12€3 25.5 0 153 NF -GIs- Atrium shgc -0.33 O%S 6 0.310 21.4 128 25.5 0 153 UP -Ceil- 1613-38 269.2 X 1 269.2 0.026 1.8 483 1.2 0 322 1 Floor -20 -30 1 X 35.3 353 0.035 2.4 85 0.2 0 7 Subtotals for Structure.. 2,501 0 1,505 I Infil.. Win.. 11.1 Sum.. 11.1 284 2.420 688 0.563 -241 160 Ductwork: 336 135 AFD Excursion, 1 154 People: 200 It /per, 230, sen /per: 1 200 230 1 Room Totals: 3,525 -41 2,183 Y :\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8 :08 AM f:\ ..w \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM k _.... ,... a._ „.. Detailed R oom Loads Roam 1 M A r t� �r w Calculation ML/dG+. A (4 4.++. V1gv Occurrences: 4. Room Length: 188.6 ftw system Number, 1 F Room Width. 1.0 ft. Zone Number. 1 Area. 169,6 sg.ft. supply Air. 51 CFM Ceiling Height: 9.1 ft. supply Air Changes. 1.8 AC/hr I Volume.” 1,713.0 cu.ft. Reg. Vent. Clg. 0 CFM Number of registers. 2 Actual Winter Vent.. 0 CFM Percent of supply.. 0 % Actual summer Vent.: Percent of supply 0 CFM 0 % i I Actual Winter Infil.: 7 CFM Actual summer Ihfll.: 7 CFM N- Wall- 2F -Osw 2 X 9.1 16:3 0.065 4.5 82 0,7 0 13 NE-Wall-12F-Osw 16.2 X 91 132.8 0.065 4.5 596 03 0 98 " SE- Wall- 12F -Osw 2.2 X 9.1 19.5 0.065 4.5 88 0.7 0 14 NF -GIs- Atrium hgc -0:33 O%S 7 0,310 21.4 150 25.6 0 179 1' NF- GIs - Atrium hgc -0.33 O %S 7 0.310 21.4 150 25.6 0 179 1 UP -Ceil- 1613.38188.6 X 1 188.6 Ow026 1.8 338 1.2 0 226 I Floor-2 1 179.7 1'79.7 0.03 434 0 . 2 :� � �' Subtotals s fear structure: �� _ . � 1,838 . 0 747 f Infil.. Win.. 7.2, sum.. 7.2 185 2.421 447 0.563 -156 104 I I Ductwork 241 61 AFC E xcursion: _ ...� _._ �._,�n.._,.u.....__. . , .mwa, a _ . a .. a �.. ..., . �_. � . € Room Totals. 2,526 -156 980 , 1 1 } v F !! i t }j E 1 i 1 .....,_......... _.., w..,,, m., ...a... , _... ,. _.. .....: ., ,,..;_,.....,......, W_,_,...- .,.»;.,,.a........ .,_. ...,._._,._,�. Am ...._ ..._. ......;.. ;.„,.,.,, .. ......,... ww,�.m.W... ...,_,:.,__,... v.. . ..........,__,_........,..._... E f t µ ...e.,..._...,3 f:\ ..w \Plan 5057.rhv Wednesday, February 12, 2014, 8.08 AM Room Length: 5.3 eft. System Dumber: 1 0.7 Room Width: 9.5 -ft. Zone Number: 1 91 Area: 51.0) sq.ft. Supply Air: 25 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.3 AC /hr Volume: 4601 O cu.ft, Req. Vent. Clg: 0 CFM Number of Registers: - 1 326 Actual Winter Vent.: 0 CFM Ductwork: Percent of Supply.: 0 % 17 AED Excursion: Actual Summer Vent.: 0 CFM { 2 . ; Room 'Totals: Percent of Supply: 0 % -114 283 E Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM � SF- Wall- 12F -Osw 9.5 X 9.1 66.3 0).0)65 4.5 387 0.7 0 63 LIP- Ceil- 16R -38 503.7 X 1 503 0.0)26 1.8 91 1.2 0 61 Floor- 201P -30 1 X 49,5 49.5 0.035 2.4 120 0.2 0 10 Subtotals for Structure: 815 0 170 Infil.: Win.: 5.3, Sum,. 5.3 135 2.421 326 0.564 -114 76 Ductwork: 120 17 AED Excursion: 2 . ; Room 'Totals: 1,261 -114 283 E i E x r i i F Y:\ ...\Plan 50 7.rhv Wednesday, February 12, 2014, 8:08 AM . (:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM a ,Sat Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 6.0 t System Number, I Room Width: 9.7 ft. Zone Number: I Area: 58.0 q.ft. Supply Air: 16 CFM 1 Ceiling Height: 0.1 ft. Supply Air Changes: 1.8 AC/hr I Volume: 527.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: > 1 Actual Winter Vent.: 0 CFM Percent of Supply,: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infill: 2 CFM Actual Summer Infil.: 2 CFM 36 NF -Cis- Atrium shgc-0.33 O%S 6 0,310 21.4 128 25.5 0 153 UP-Cell-1613-38 58 X 1 58 0.026 1.8 104 1.2 0 6 9 Floor-20P-30 I X 52.5 52.5 0.035 2.4 127 0.2 0 Subtotals for Structure: 576 0 269 Infil.: Win.: 2.1, S um.: 2.1 54 2.423 132 3 0.569 -46 1 1 Ductwork: 75 21 Al D Excursion . ....... . . ...... ........ .. 24 I Room Totals: 783 -46 346 _._..__,a.: - - ---------- (:\ ...\Plan 5057.rhv Wednesday, February 12, 2014, 8:08 AM 1 Rec Room 929 7,272 145 7,7 1,321 -134 73 145 2 BR 5 177 1,766 35 6 - 518 -37 29 35 3 Bath 4 47 296 6 4 - 9 -5 1 6 4 Lech/ Storage 322 3,109 62 5 - 88 -61 5 62 5 Project Rm 152 2,720 54 6,6 - 1,582 -231 88 67 6 Mud Room 79 1,768 35 6 - 624 -165 35 35 7 Kitchen/Nook 399 6,563 131 7,7,7,7 - 6,708 -412 373 285 8 Great Room 527 5,916 118 7,7,7 - 3,916 -101 218 166 9 Bath 3 48 536 11 4 - 152 -49 8 11 10 BR4/Opt Study, 179 3,749 75 7,7 - 2,048 -104 114 87 11 Entry 92 1,715 34 5 - 463 -152 26 34 12 Master BR 276 4,199 84 7,7,7 - 3,679 -50 205 156 13 BR 2 181 1,616 32 7 - 989 -106 55 42 14 Bath 2 71 511 10 4 171 -41 9 10 15 BR 3 191 2,927 59 7,7 1,895 -20 105 80 16 Laundry 61 523 10 4 311 -32 17 13 17 Library 269 3,525 71 6,6 2,183 -41 121 93 18 Master Bath 189 2,526 51 6,6 980 -156 55 51 19 WIC 1 51 1,261 25 5 283 -114 16 25 20 WIC 2 58 ....... ... 783 16 4 346 -46 19 16 Humidification 2,309 Duct Latent -217 System I total 4,298 55,590 1,066 28,267 -2,274 1,572 . ... .. .... 1,200 System 1 Main Trunk Size: 25x10 in. Velocity: 690 ft./min Loss per 100 ft.: 0.043 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Model: Indoor Model: 59SC2B080S21--20 CA1 3NA036 .... (A,B) CNPV*4221AL*+TDR Carrier 13 SEER PURON AC Natural Gas or Propane Furnace 92.1 AFUE 13 SEER 75000 33000 n/a 33,000 Btuh n/a 0 Btuh n/a 6395468 Y:\ ... \Plan 5057.rhv Wednesday, February 12 , 2014, 8:08 AM System 1 East 1,521 27,349 -2,273 226 90 0 Southeast 1,469 26,421 Zone 1: 2.20 135 South 1,290 23,192 -2,273 1:93 180 Southwest 1 Reo Room *145 145 145 145 145 145 145 145 7,7 } 2 BR 5 35 35 35 *37 35 35 35 37 : 6 3 Bath 4 *6 6 6 6 6 6 6 6 4 4 Meth/ Storage *62 62 62 62 62 62 62 62 5 , 5 project Rm 88 *89 77 58 71 78 79 67 6,6 6 Mud Room *35 35 35 35 35 35 35 35 6 c 7 Kitchen/Nook *373 309 347 348 344 299 357 365 7,7,7,7 8 Great Room 218 *227 192 144 189 215 207 168 7,7,7 9 Bath 3 *11 11 11 11 11 11 11 11 4 10 BR41tpt Study 114 115 117 107 *117 112 110 99 7,7 11 Entry *34 34 34 34 34 34 34 34 5 12 Mauer BR *205 204 182 142 167 178 182 161 7;7;7 13 BR 2 5 *61 48 33 46 56 51 39 7 s 14 Bath 2 *10 10 10 10 10 10 10 10 4 !, 15 BR 3 *105 104 96 82 95 100 101 90 7 16 Laundry 17 12 17 *20 18 13 18 20 4 17 Library 121 *135 127 106 125 128 116 94 6 „6 18 Master Bath 55 *65 57 1 55 60 51 51 6,6 19 WIC 1 *25 25 25 25 25 25 25 25 5 20 WIC 2 19 *24 21 16 20 22 18 16 4 * Indicates highest CFM of all rotations. f 45 0 East 1,521 27,349 -2,273 226 90 0 Southeast 1,469 26,421 -2,273 2.20 135 South 1,290 23,192 -2,273 1:93 180 Southwest 1,428 25,677 ®2,273 2.14 225 West 1,420 25,529 -2,273 2.13 270 ° Northwest 1,474 26,507 -2,273 2.21 315 North 1,349 24,264 «2,273 2.02 * Indicates highest value of all rotations. Y:\ ... \Flan 507.rhv Wednesday, February 12, 2014, 8:08 AM i�:0 ,.. \Flan 5057.rhv Wednesday, February 12, 2014, 8:08 AM . Building Rotation Tonnage� z E i 2A .................... ........ ...........:...............:...... s F .........:.....:...........:... . ....:.. ....... ........._..,. 2,2 .............. .:.......:.....:.:.........:... ......................... i 2 .0 ......................................:.......:::........ r .....::.........,..,.,......... ,., I i ..... .. ... � _v. , ,_..,.a, Northeast Bast Southeast South Southwest West Northwest North Direction Front door Faces t Building Net Tonnage s } l i i 6 i�:0 ,.. \Flan 5057.rhv Wednesday, February 12, 2014, 8:08 AM . e:\...\Plan 5857.rhv Wednesday, February 12, 2014,8:08 AM Install Balancing Dampers on all Supplitta STANDARD PACIFIC BASEMENT FIRESIDE PLAN $057 WORST CASE SCENARIO All- North PAGE SIZE: 11X17" SCALE: 1/8" =1 "0`" Drawn: Approved: Date: Job Nurnber. SR-390,r,73 CFMRog, 17" 7' d SR.380,7`,73 CFMAeq1Ox4, BFI S T ... ....... SR-400,6",35 CFNAegAOx4 —.106" Transfer Grille ... ...... . -- ------ $A-410,0,6 r-FM,Rg:10.4 ­77=1 14.10"llp- - r rfp� ",6, 0 1 soon Low,10",249 CFM,GdHw1�X12 It basement, coiling . . . . . . . . . . . . . . . .... r "s - It unfinished easement, "of& this ralum and I unfirilshed Install a designed but "fall it* W" size pipe romovetath supply Proposod Frome and firifto In the totting in in (2)14XI0 " to common area of gortip Coiling 'TO" of 1410" basement in the ceiling at toest 10 from water heater I le SR-420,6",62 CFM,Ro9:lOx4 Meow storage Install Balancing Dampers on all Supplitta STANDARD PACIFIC BASEMENT FIRESIDE PLAN $057 WORST CASE SCENARIO All- North PAGE SIZE: 11X17" SCALE: 1/8" =1 "0`" Drawn: Approved: Date: Job Nurnber. Install Balancing Dampers on all Supplies j PACE SIZE: 11X17" SCALE: 118" =1'Q" f Drawn: Approved: Date: Job Number: STANDARD ,i© UPPER FLOOR FIRESIDE PLAN 5 057 WORST CASE SCENARIO SCAM 1/8" a,0" Drawn: Approved: DaW Job Number: lei z .U. MOO Ql t +� ar 3n, t .o ,. *m lei z t +� ar I m lor W � au r s� lei z I m lor a i IP n lei z I m lor a -H Wit at + _ x! a^ A f a �a City of W3.6atR I d C ,,,�g COMMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857 March 20, 2014 OFFICIAL ADDRESS NOTIFICA Z2IR!EAjMNMP CODE CORRECTION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration OLD ADDRESS: None '90 abor Cr. Wheat Ri d e Co '0033 '0 NEW ADDRESS: 3 "0 't'ab � or Ct. 80033 Block 1_ Lo t25 3870 ab I or Ct. 80033 033 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 80033 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 Block 1 -Lor 6 3801 Taft Ct. Wheat Rtd e C{ 3 3830 T abor Ct. Tab block l _ I of 3819 `Taft Ct, Wheat I2id e CC) 3 Black 1 Lor 9 3829 Taff Ct. Wheat Rzd CC 3 Black t -Lot 10 3839 "Taft Ct. Wear Rid e CC? 33 Stock l _Lot 11 384 Tafr Ct. Wheat Rid e C) 33 Black 1 -Lor 12 38E9 Tafil Ct. Wheat laid >e C( 33 33 Block I Lot t4 3889 Taft Ct. Wheat Rid e CCU 33 'oc "o' '90 abor Cr. Wheat Ri d e Co '0033 '0 Block I - Lot 4 3 "0 't'ab � or Ct. W heat: e R id 80033 Block 1_ Lo t25 3870 ab I or Ct. Wheat Ri e 0 80033 C B l ack 1 Lot 26 3 60 1, ab 8 or Ct Ile t Ri e C W 0�810033 S to c k Lot .1 1 7 3 5 Ta b or 8 0 T or Cr. Ct W heat R i C e 081 Blac o 'oc t 2 8 384 Ta b 0 or Ct' t R ea 80 0 0033 d e �Q� : Mac k 2 I -ot 9 3830 T abor Ct. Tab i Co hea R �e 33 �( 8 � �ock I Lot 30 38 0 or Ct Wheat Co e R id 80�033 3 Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033 Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3 3 33 WWWA-Wheatridgexo.us I 1] IM1 4 JIM I I I 101 (Block l,ot 1 2 3871 Tabor Q. Wheat Rid (Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033 Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033 (Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033 fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision LOT(S): KEY: SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668 9mmmusm NOTES: This is a courtesy notification, AUTHORIZED BY. DATE: JUL-11timu NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: R69W 601 ALUM. PPE W/ 3 -1/4 GRASS CAR EO STAMP LS 13212' N RANK 8O% PONT 14109 N-708326.7466 E- 1025512566 T35, P.2' I I I I 1 I i I I I I I� i� 1 I, M la IY� IW I I LOT 11 3819 0710 38M P p TV s s O 11858 11842 11828 NEST 39TH PLACE 0 2 1871 11851 RP 11831 G 2 11811 • 0 0 o s 398 H.O.A. C 3881 LOT 7 LOT 12 3884 3871 LOT 6 LANDSCAPING 3872 LOT 13 3881 LOT 5 C 3550 LOT 14 I 3851 3821 LOT 4 3848 LOT 15 3841 LOT 3 3836 1 <\ 1 0 LOT 22 11810 TRACT 8 E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y. S AIW. i'Pf W/ 3 !BASS CAP l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT PONT 14209 11212' N 9 RA" 0.1 a•0 DOUD OVERLOOK SUBDIVISION FILING NO. 2 BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION, --� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, `s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES I 1 r 1 LOT 23 3890 1 rI �1 I TRACT USE I A 1 HO.A LOT 16 3831 1 H.O.A. C t UTUTE3 LOT if D UTRITES DRAINAGE k EYEROENCY ACCESS LOT 2 E LANDSCAPING N.O.A. TRACT C 3889.5 LOT 14 C 3m I 3824 3821 LOT 24 3880 h LOT 25 3870 M I LOT 26 3880 LOT 27 3850 LOT 28 3840 LOT 29 3830 1 * I LOT 17 - - - - * I j I 1 3812 11831 O M LOT 8 LOT 1 _ LOT 30 MI 3819 O 11871 3820 1 C I y8T11 PU►_�� POINT a T LS ,ea7 _r LOT 7 w -' TW •1RACT 0 LOT 31 + Lr 11820 t — 'a UN v K I? 3610 BRASS CAP y1p 11880 c r�oR7risioo 1331:• N RANK NI2 I 11890 11880 1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT SE 1/4 SEC. 20� CAP 1 0 of ��` `� 1M►Tf �— _—J DD05TM0 \ I I2' LIB I N I I 1 I I IR TRACT USE TABLE TRACT USE OWNER A LANDSCAPING HO.A 8 DETEMI110H POND k VTMUTES H.O.A. C t UTUTE3 H.O.A. D UTRITES DRAINAGE k EYEROENCY ACCESS H.O.A. E LANDSCAPING N.O.A. 1 N N.O.A. -HOME OWNERS ASSOCIATION 1� I I I IEOE10 1 Nlocx ,RrLR SICWaR COINER R4W. RMT -OF -MY "ammy Lm LOT LINE 0057N0 PLATS rz:71cm uw ROAD O911ER Lm I x I 1 -4 POINT Of OMSV ICDIENT BE CORRNf SEC 20 TM. RRf 6TH P.Y. AWL PPE W/ 3-1/4 BRASS CAP STATED. %S 13512' N RANK BOX PONT ism — — N-705701.5458 E.1052301675 I I— 'SCALE: 1" - 60' CPI Vry.AL tPAOM: _:..LI DEVELOPER ENGINEER \SURVEYOR rlr`■rsn.�6 *"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD •/•RV6,Nro anLelA1►a aoYRWPn V A .P. a •et1`..- ��ira: �WriWR.i...�ow1• LOT 16 i LOT 17 11874 ' 1182'0 LOT 16 { I 3901 I 11900 I I LOT 15 V 3899 1 1 I TRACT C 3889.5 LOT 14 1 I 3WO I f LOT 13 j 3879 LOT 12 i � � "� d 3889 I