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HomeMy WebLinkAbout11811 W. 39th Place2 f INSPECTION RECORD Occupancy INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST L4N:-(303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials 4-,; Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Ap roval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing I Sewer Service Plumbing Mid -Roof Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing I Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW &Drainage /Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof i Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather d City of Wheat Ridge Residential Roofing PERMIT - 201704229 PERMIT NO: 201704229 ISSUED: 07/17/2017 JOB ADDRESS: 11811 W 39th PL EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles - 55 sq (48 sq pitched / 7 sq flat) *** CONTACTS *** OWNER (303)825-7779 MORALES CAYETANO DON SUB (561)765-6226 Herrick Wilson 170294 Great American Rfg & Restor. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Use Tax 346.50 PAID Permit Fee 315.25 ** TOTAL ** 661.75 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201704229 PERMIT NO: 201704229 ISSUED: 07/17/2017 JOB ADDRESS: 11811 W 39th PL EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles - 55 sq (48 sq pitched / 7 sq flat) I, by my signature, do hereby attest that the work to be performed shall comply with all ac con' approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I rther attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance o�ting of a permit shall not be construe" e a permit for, or an approval of, any violation of any provision of any applicable co y ordinance or regulation of this juris i on. 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. Dane Lovett Q { ( (�� From: no -reply@ ci.wheatridge.co.us Sent: Friday, July 7, 2017 8:17 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes ti"t bf `d 7l �l /�7 residential roof? S £'x� i t (rJ 71'11 / 7 How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 11811 w 39th pl cayetano don morales 3038257779 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number great american roofing and restoration 170294 7207727777 Contractor Email Address gage@roofi ng hailpros.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material: If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? gage@roofinghailpros.com o/""" iko cambridge shingles Asphalt Field not completed. 48 No If yes, how many squares on the flat roof? 7 TOTAL SQUARES of all 55 roofing material for this project Provide additional detail house basic pitch here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 16500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant gage cantrell Email not displaying correctly? View it in your browser. 3 www RoofingHai4Pros com /ii neraA rew Cam/¢any aepresentatrva: ,r y. JL al rican 4600 S. Syracuse St., Ste. 900 Denver, Colorado 80237 ROOFING AND RESTORATION, LLC. Office: 720.772.7777 * Fax: 844.690,0701 eA.4 ame Imm neraA rew Cam/¢any aepresentatrva: ,r y. UddrensWhe,el)aV ccu .-.... e:s i+isurance Company Name an cess: Div Abjusfttr ono um r:aim um r, y 1 j�j„jj ]/WE, the Owner(3) of the premises described above authorize Great American Roofing and Restoration LLC, hereinafter referred to as "Contractor, to furnish all materials and labor, per the Insurance Ca. Scope of Loss and to the terms, specifications and provisions contained herein. The work is to be done based on the approved insurance proceeds for the above claim. All work on the insurance Co. Scope of Loss will be done by Contractor unless expressly written otherwise. Additional work, not included in the Insurance Co. Scope of Loss, necessary to meet code or other project requirements, will be submitted to the Insurance Co. as a supplement to this claim. All insurance proceeds, along with the insurance deductible, and including supplements (if any), overhead & profit or recoverable depreciation as well as any other funds paid by the insurance company for this claim, will be used to pay for the work and is to be given to Contractor. Upgrades and any other necessary items that are not paid by the Insurance Co. will be paid by Owner. a, Mork to be Done: ROOFING Remove and Replace layers of e ting shin les. Grade/Style of Shingle, Color of () Pitch,_L _. G Stary(s) Tear tiff . yes ONo Layers:—_ Felt: 015 lb. 030 lb. ` `Synthetic Q Ice/Water Shield Valley: - ._.._._ Ridge: Vents:__.__.. — ....._5�,..�'` _ Plumbing Stacks, Drip Edge:�LY_.._.____ Decking:__ __ � K Skylights: ,,___.......... _—__ ..�_ Remove trash from roof, gutters and the yard. Protect landscaping where applicable. oll yard with magnetic roller. ateliite Dish: O Re -Install U DO NOT Re -install ADDITIONAL INSTRUCTIONS/UPGRADES: SIDING Brand/Style of Siding: Size:_..______._._. ... ____.... —..-_ Color: Fascia:_ ____... Soffit: __............... W/Wrap:_ __ _ Vents: ._.__.... __..._ W._.._...._. Tyvek: 0Yes ONo insulation: QYes ONo Special instructions/Other:_ _, — GUTTERS/DOWNS Gutters: Q 5 in. 0 6 in. 0 Replace All 00ther ,_, Downs:020 03x4 t,j` Replace All 00ther Color: ._..__.......__._._ Gutter Screens:_ SPECIAL ATTENTION AREAS Cover Pool: 0 Yes 0 No Leaks: 0 Yes ONo Interlar Damage: (j Yes C)No Existing Driveway Damage: C) Yes 0 N Completed Emergency Repair: Q Yes 0 No PLEASE NOTE: Work is to be done per the Scope of lass provided by the insurance Co. and only includes the line Items circled on the Adjuster Estimate tinittaled copy attached and mode part of this agreement). Final cost will be the final loss amount approved by the Insurance Co. and includes, upon agreement and approval, ad supplements and code upgrades submitted by Contractor and any upgrades or additional work approved by Owner. Rotted sheathing or decking that must be replaced to meet code and PROCEEDS BREAKDOWN Please make checks payable to: GREAT AMERICAN ROOFING Agreed Amount With Insurance (RCV) Total of line items we are doing: Dump Fee: Material Sales Tax:. overhead: Profit: _ Suppiements(ifrequired): Upgrades: Additional Work: _ TOTAL I0B COST*: f *Excluding any supplements to Carrier foritems undervalued or missed from original Adjusters' estimate and any rotted wood. /ir#yN(EN �?A�IC�IECiC AEI? „` �5fV1tTt7N7' First Check(s) 2: Second Check 2: Third Check(s) r: 1. First Cheeks) which are the Initial Insurance Check, the Deductible Amount; and the amount of any upgrades, are all due at delivery of moteriois to the job site. 2. Second Check is for any non -covered items, such as unforeseen rotted wood, and is due at completion of the roof portlan of the scope. 3. Third Check(s) are for recoverable depreciation on the claim and any required supplements. The entire amount of these checks are to be given to Contractor by Owner, Immediately after receipt from Insurance Co. Contractor will hold in trust any payment from Owner until Contractor has delivered roofing materials or done a substantial portion of the work PeKolorado SM. -. not covered by insurance proceeds, will be replaced at $65 per 4'x 8' sheet. PR OIE ? Cf% POCKET AM;,)*T;o�01 iN Deductible: Less Actual Cash Value (ACV) of any Items not being done: Projected OUT OF POCKET amount b. Approximate Dates of Service: Substantial commencement of work shall mean either the physical delivery of materials onto the premises or the performance of any labor and shall be subject to any permissible delays as per provision (5) on the reverse side. c. Acceptance: This agreement is approved and accepted. I (we) understand there are no oral agreements between the parties. These written terms, provisions, specifications and approved line items on the Insurance Co. Scope of Loss are the entire agreement. Changes in this agreement shall only be done by written change/extra work order signed by both parties. I/We, the Owner(s), agree to pay Contractor all the amounts received from the Insur- ance Co, for repairs including all supplements, recoverable depreciation, overhead and profit, and all other claim amounts for all work completed by Contractor. Owner(s) understands that Great American Roofing is a general contractor and is entitled to payment for overhead & profit from the insur- ancecompany. % (awnerinitials) THIS AGREEMENT CONTAINS BINDING ARBITRATION WHICH MAY BE EN- FORCED AGAINST THE PARTIES. d. CANCELLATION POLICY: Your right to cancel this agreement is limited to the following: You, the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the attached Notice of Cancellation form for an explanation of this right. Per Colorado SB38, you may also cancel this agreement within 72 hours after being notified by your insurer that any part of or all of your claim Is denied. See the notice on the reverse side for anneexplanation noof this right. �y/��vappraved and accepted towner). . _. _ ...... date __.._.._..__._.._......_...._..._..�......_pp.._.,_,._.............._._.p_, i_.__. �3 date a roved and acre ted (owner) PROPERTY OWNER IS INTENDING TO MAKE PAYMENT FROM THE PROCEEDS OF A PROPERTY AND CASUALTY INSURANCE POLICY. date. _INITIALS 301ION SIHI 3AOW3H ION 00 :aoloadsulr,. S£65-pEg-SOE ]e uoi;oadsupar aoi //eo `apew uaaq envy suoijoajaoo uegM. oN>,, SPA :paainbaa uoiloadsul-aa Vid/W`d - , ., h ; quail :uoi}oadsui aol algaliane quo ON IM :aagwnN Iivaaad :ssaappd qof r :ads jL uoiloadsul 33IION N01133dSNI xeJ 6268-LEZ (EOE) • aa!O SSSZ-9Ez (E0E) aull uogoodsul ££6S11£Z (£0£) uoisinia mpedsul Buiplin8 30d1a lt/3HM =10 A113 t, 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: 4 7-D Job Address: //,f- // Permit Number: 'Zcr�' 't2 2 t =t ❑ No one available for inspection Time io Re-Inspection required: Yes r No When corrections have been made, call for re -inspection at 303 -234 - Date: :: :/f Inspector: DO NOT REMOVE THIS NOTICE O N 9 z 0 CL 4, 80 '22 cl 0 > J C) O 0o r O .J Ci�Fm J p N�,y• 1 M Cb {✓� oaa \ O CD o M ,00'9Z l 3„Z 1, WOOS o Aol�n s o �,,, _ -z 0 tL �--------------------- — ----------------'------- —-------------_____r --- C6 Q j W N --_—'-'-------__ r tD -`-:. q CLQ M O S a0 .0'1 w V) N a; [, r a C'4 oN �` O o+o.va+•t. 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I W a K a. � ��' � � � dam- � W a d • - N uj dam• Oz o i v, 00 w X �-- V) o cV) 00 u, r- <j o N°D a z �`' Q rLco O r �t a 'n r e� 2 V a z , x z M rnz �z agw=w� inN8 CI[m UZQWW b'LS ORo d �d F�� a� ai "'M- N N �— z0 - w' Q Z 4 mz a W >^ v, mwza0 W. i2w uQQ +(OCV gz Wzq?coi—itn —___—_—_r ____--------_---_____ ---• C3 0 w � Z <- w In w � Cr d __-__»__-__-__r----- -------- - q _ ai Zo o� ,z O c� ww<oa sol -in ,ot - ��g� mm� Nva w V w;= ^ a xz 'Q t.J F-ww iFw 42 r-� d03 ,00'90 l 3„Z 1, l£.00S d� �' (,) I— o � z 6 f < a i8noo aoedl o M U 6o ,,6�,j�U)0d0 ti' -� x.t(&x�N((� So�pylZOx(t�� _ X ANN �� g~.W p 4,- In 16LIJ w z o w m 0 O ,ai Q pQ��' w w l c°ru > U 0 Wo wiwA o<D N �.L.� wx � Lc, �x c�iw� ¢z r- 5 0 wy �m°'�o C, 3$� LL.. �vimw ao, s ww> zg o w F- �Y Lf- o�zNzoo`” � `�` aN �...+ awns aNaadz Z C7� O w Wa d Y O W wc"io o aqz W fro ���tn, x 73 L� < F U O � O }0} U�+O x Som �Q3 �ju tJo w '^` QpwWO xww U O N U ma°J°ooz W�W Fzz •r ye F=& Q<? �mw=,�� a ui m700Lt w� �� ��w wm t� 15 oc °��wq n OC)3O-� 0 -0 0 I<yZ a �,�m wo Of v -� Wn�-`'� a �- w UJ o i 3 p C9 �a���� 'moo ` >-1d2 Qa:X6 0.0 �U- II Z t- zm )Ncas �d W ce z a �pwt.Q w 3i v,► o O � O F`r IRZ z oc8m ' � owma -1 Q Uzi m.- zea ...-. _iI,xdO _mai Certificate Of Occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201500548 Issued: 10/16/2015 Stipulations: Finish Half of Basement with Half Bath. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: MORALES ELSIE 11811 W 39TH PL WHEAT RIDGE CO 80033 Contractor: For the Following Purpose: Homeowner Bsmt Fin Co -Editions No change shall be made in the USE of �t12 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NE and a new Certificate Of Occupancy — 2006 ICC/2005 N from the City of Wheat Ridge. Other ef BuilZling I spec Zonii-n-g--A-cli =nis�tratcr� CERTIFICTE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 1 ('... OR OFFICE USE ONLY jLC,, Date: . city of Wheatr-kjjgle t JbE UN DEVELOPMENT Pain/ a r� � '2-0 �.) Building & inspection Services D'tvisiOn Pian Review 7500 W.2e Ave., Wheat Ridge, CO 80033Office. 03-235.2855 * Fax: 303-237-8929 inspection Line. 303-234-5933 Building Peit Application please complete att ghttg area$ on both of this f0m. 1000MPIStO applic4glons,may not,be pmCOSSOd. Property Address: pEo ' owner (please print). �� All� l�hon . N Property ' n0r Em Mailing Address. if different than property address} Address. q Cit „ Mete, _ i 12 A 4 Phone; Archite t(En "eer E -Mail' Contract+ r: 0.1 �f �� Contractors CRY License phone: Contract�+�r ��t �►ll dress; Sub Contractors' - Mechanical: Electrical: t"' R City License W.R. City License WK City License Other City Licensed eased B ab: other City Licensed b City License # City License # Completeall information on BOTH sides of this farm (OheckAfittat apply) DNEW COMMERCIAL STRUCTURE N N ELECTRICAL a SERVICE UPGRADE M " ROOFING RESIDENTIAL ROOFING WINDOW XY • A e` Mshed, deck, (Garage, ,..M ♦ . IM y A. III • A :M ! •. � • % a �.:a .. �. a «. :: ...- a e a., _ aua �.a a. •, �'..a� � et g.�« #«�:i �f .�. i +:� r � amount of materials to be used, etc.) rx Sq. FULF Btu's Gallon$ Amps Squares Other .. ... ...... Ir � F �y 15 rv; —vl cr, mJ tdr` flu 'cl rr, 0 t3 ft 0 >" r"j 0 eD 4' t4 ro n kyr CL LN t-4 k Cd cr ct n' C' .. ... ...... Ir � F �y .. ... ...... . It, V City of ,(,"' . Wh6at le ] �COMMUNtTy DFvELoPM'L"ENTg City of Wheat Ridge Municipal Building 7500 W. 29"' Ave, Wheat Ridge, CO 80033-8001 P: 301235,2855 F: 303-237.8929 January 21", 2015 Standard Pacific 7800 E. Dorado PL, #220 Greenwood VillaU, CO JQLU RE: Previously permitted project plans available for retrieval — Permit ##201400259 (New Single Family at 11811 W. 39th PL, Wheat Ridge) Standard Pacific, niis letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29 Avenue in Wheat Ridge. Cordially, City of , �(�,Wh6atR* c COMMUNny DEVELOPMENT www,cl.wheatfldge.co.us Certificate • occupancy Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Per mit#:201400259 Issued: 10/28/2014 Stipulations: New Single Family - 2,508 Sf with Basement Rough-In and Full Wall Fireplace. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: STANDARD PACIFIC 7800 E DORADO PL #220 GREENWOOD VILLAGE CO 8011 Contractor: Standard Pacc Homes 7800 E DORADO PL SUITE #220 GREENWOOD VILLAGE CO 80111 For the Following Purpose: Single Family - New Fg - — Inspector _Z_o_n _g_AaF rIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES Standard Pacific Homes If *,• , 220 777,7 80222-5710 303-759-8100 Fax303-756-2920 www.agwassenaar.com MEM Ike RM As requested, the following portions of the foundation system were observed on the date(0 indicated below. It is our opinion that these portions of the foundation system were found to be in substantial conformance with the foundation plan and requirements of the soil report for the subject site, Observations were conducted on a periodic, on-call basis. M= K�nneth R. Broseght E Senior Engineer V - Mi ll Plea Review Fee: i t t 21 11811 West tt- ,tt 3 9 t h Pl • t .s• "tt l E. Dorado Place Suite 220 Ci�L, State, t Co SI' W o o dley A G / Felten Gro s .4 tt t r t t ttt - 1 .�: Contractor: Same as Above 4 -t • L Complete all infornraation on BOTH sides of this farm ion of&ork. (Check all that apply) ...� Sq. FULF tutu's Amps Squares Gallons Other $- 315,111 M OWNER/CONTRA'(7FOR SIGNATURE OF UNDERSTANDING AND ACREEMENT I hereby certify that the setback distances proposed by this fiermit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record: that all measurements shown and allegations rnade are accurate; that I have read and agree to abide by all conditions printed can this application and that, I assume full responsibility for compliance Nv applicable City of Wheat Ridge codes and ordinances for Nvork tinder any permit issued based on this application; that I am the legal olvner or have been authorized by the legal owner of the property to perturin the described vvork and area also authorized by the legal oNvner of ally entity included on this application to list that entity on this CIRCLE ONE, (Off'NER) (CONTRACTOR) o (A * urnommDREPREIVENTATIVE) of (OWNER) (CONTRACTOR) Building Division Valuation: $ 1 3307, 1 / 4 Rev, 0212014 e ti WM I M Lot Size: sq. ft. Maximuni Building Coverage (40%): sq. ft. Is the structure within 2 feet of minimum setbacks? (If yes, add surveying condition FND) L) Architectural features such as cornices, eaves, belt courses, bay windows, sills, canopies, porches, decks patios, and balconies may extend or project into a setback a maximum of thirty inches. L) The first floor of the front elevation shall have a minimum of 67% masonry: brick, brick vener, stucco, stones, stone veneer or synthetic stone, with a full return (minimum 4' high) wainscoting on the sides of the homes. Driveway review considerations: L) Driveways cannot exceed 24' in width. P • s � � s IIII COL CITY OF I PUBLIC WORKS ft AVC e lu ! ' LOT 12 R ECEp&D 02 me I St Submittal t N89*28'48" 76.QQ r ir1 �, :), N89 *28' . 142. Certification Letter 10' 1a /D accompanied by an LEST 1 A Plan BL OCK 2 showing final r—, � � _ �. �w_ __ 9.6 4 3 � grades is required prior t 2 2 issuance. DF 03/04/2014. to 'T "° �� 1.` an Ow a cs 1 ` PA 3 PL cit Zr -62:5 , IFF -63.9 LOT 10 EX PANDED 9SMT io 10 16' Ic4 fix* 2. eon ! .S 3 CAR TANDEM 5.3" GARAGE Direct roof drains , &0, -S direction r t than towards the 181x" 12.0', 0 adjoining property 13X 62.2 3'B, 030/201 60,2 10* E/ R=20.00 # CITY OP RIDGE P U BLIC MRKS, E 10 3, 741f N89'28' EOP APPROVED FOR: 1�At1�A * A1�i� )%R )� Cis P shall be CURB U S 04 Illd r Dept IS LLAN S 0 PtAT (303.235.2861) prier to commencement of N COMMENT P¢ot Play, . F a ny co w ithin the public ROW, 0 10 20 APPROVED t�r9h Comments A� D B, 03/04/20 1 CAR t-PROPMIY LINE —EASEMENT AK C$3R A Y C� Q •••••• 6 ** 01 nwvxwxiwx'x� +e �r �m ce�� t+ RE � E ♦ Els. q iM Fk4 EOP EDGE VC PAVEM � lal@ .L M i+L DAV Nx +� gq gg, p yy MOM ve4 ` WAM low d 8'Cra 'M,X .& lu iu NOTES . OF 0 CONCERN- ITI � (n o E VP" LU M +¥iMMMnIrY p �p� A5t " ,µy a +..Ir dry q. iw�.+ gyp; °{ zA y ¢!' 1yP W o M SE l DIMENSIONS: ♦ s ■ `�M^ Jr. 1.. .f Q Ev « ju ( d tW ♦i A# �I �. M q 0 N Z2 MEWS i • z (o to ♦. w¥ o ca "' n 0 0 m 0 0 moo .. .., .. .. ♦¥ .►. MEMO 0 ITI � (n o E VP" LU M +¥iMMMnIrY p �p� A5t " ,µy a +..Ir dry q. iw�.+ gyp; °{ zA y ¢!' 1yP W o M o l 0 0. 4 1 `�M^ Jr. 1.. .f Q Ev « ju ( d tW M 00 o Z2 1 0 � (n o E VP" LU M +¥iMMMnIrY .� «.� t^.� U +..Ir dry q. iw�.+ gyp; 1yP W o M l 0 0. Ev « ju 00 M 00 Z2 1 z (o to o ca "' n 0 0 m 0 0 P RE FO R R E D 0 STANDARD PACIFIC HOMES PLOT PLAN "A11q Tr iqi. A. "w..r LOT: 11 , BLOCK: 2 ADDRESS: 11811 W. 39TH PLACE SUBDIVISION: DOUD OVERLOOK SUBDIVISION FILING N0. 2 CITY OF WHEAT RIDGE , COUNTY OF JEFFERSON STATE OF COLORADO. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 03 / 0 4/2014 LOT 12 RECEIVED 02/28/ W 1st Submittal Please Note: A Drainage I ^ Certification Letter accompanied by an As -Built Plan showing final grades is required prior to C.O. issuance. DFB, 03/04/2014. O ad O H � w O fV CC M O 8 M In f 6 0 1 ' N89'28'48 "E 76.00' 2 5% N89'28'48 "E 142.00' 10' UE /DE LOT 11 � BLOCK 2 M 9,642±S_F. _ 2 % X`:p 2% - 2 ' Q RT n f �, ?$ lox 54, 7 12.8' � � 18.8 � C OPT CVO PATIO OD l 6 w o 1 - -T_ PLAN 5061 M w TOF =62.5 FF =63.9 O LOT 10 ° ELEV =D co EXPANDED BSMT J CISI 2 � °'r 9.3� -U-) e e 2.6 cN Ic_v X ; X L_ N o 2.6 N,_ 6 0 3 CAR i TANDEM n a 5.3' NI GARAGE N Direct roof drains .. 63.6 8.0' N -S direction rather ® ci 2 1•© 2.8' ' 17.3' 3R than towards the 18.0' 12.0' ' 2:0 e adjoining property x232 DFB, 03/04/2014 ,ax \ s1.s o �= 60.2 60.8 K 5 9.6 K L 10' UE /DE m R =20.00' —/ \� CITY 01 �=WWAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: • DRAINAGE ❑ SIDEWALK • CURB 8 GUTTER ❑ STREET J6 MISCELLANEOUS O PLAT COMMENT Plot Plan - SFR APPROVED with Comments 0310412014 0 3'1 I ` _ " r SIM FROM FINISHED . h�. C N89'28'48 EOP PAR Co tr ion Permit shall be o Public Works Dept. (303.235.2861) prior to commencement of N any construction within the public ROW. 0 10 20 DFB, 03/04/2014. SCALE: 1"=20' R- PROPERTY LINE — EASEMENT TBC -TOP BACK OF CURB @ ADJUST GRADE BY SIDEING DOWN, FL - FLOW LINE — SETBACK CONSTRUCTING RETAINING WALL 01 O EOP -EDGE OF PAVEMENT W EXPOSEING MORE FOUNDATION. ?5 HP -HIGH POINT WATER METER PIT THIS SLOPE WALL BE NO LESS .u... ,, — —r..e•:, n,..1 — City of Wheatdge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 03 eAl W Location of Construction: w el ( z o). 3 q - / 441. Purpose of Construction: Single Family , Z�_ Commercial Multi- Family D evelopment Review Processine Fee: ................. ............................... $100.00 $ /10 0- 0c) (Required of all projects for document processing) Sinele Family Residence /Duplex Review Fee• ...... ............................... $50.00 $ �� • DO Commercial/Multi- Familv Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2 " submittals): .......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2 " submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ 0 O & M Manual Review & SMA Recording Fee . ............................... $100.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3` submittal (%2 initial review fee): .................................................... $300.00 $ 4 °i 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): 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.w heatridge.com s Rev 1212 City of SINGLE FAMILY/DUPLEX W M BUILDING PERMIT APPLICATION REV IEW Date: 03�� �&e Location: ! l S / l p ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the continents checked below. ✓ Drainage: a. Drainage Letter & Plan required: Yes r �o b. Site drainage /grading plan have been reviewed and are: A/ OK NOT OK; refer to 2. ►"*�' Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes -' No Completed b. curb & gutter: Yes _,. Completed c. sidewalk: Yes —Ce-No v Completed d. Other (specify): _ II Yes No _z / Completed For items not constructed, the amount of funds taken in lieu of construction: 3. _Does all existing roadway /alley R.O.W. meet the standards of the City: ✓ Yes No If not, what is required? AV/ If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. � 4 Signature David F. Brossman, P.L.S. Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature 6. /y- Stipulations: David F. Brossman, P.L.S. Date 7. 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 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 f Property Information I M Previous 44 OF 57 Next GENERAL INFORMATION Schedule: 461203 Status: Active Parcel ID: 39- 204 -05 -001 Property Type: Agricultural Print Hell) Property Address: VACANT LAND lowner Name (s Mailing Address: 07800 E DORADO PL 220 ISTANDARD PACIFIC OF COLORADO INC GREENWOOD VILLAGE CO 80111 Neighborhood: 2403 - APPLEWOOD VILLAGES, PROSPECT VALLEY AREAS PROPERTY DESCRIPTION Subdivision Name: 210700 - DOUD OVERLOOK SUB Block Lot IKey Isection [Township Ra no a I Qua rte rsection Land S ft 002 0011 41 20 13 169 SE 8434 1 8434 0.0640 W HEATRIDGE FIRE DIST 7.5000 Total 86.2170 Total Assessor Parcel Maps Associated with Schedule ma 39 -204. df SALE HISTORY Graphic Parcel Mal) MapQuest Location Sale Date Sale Amount IDeed Tye Rece tion 08 -16 -2013 1 0 jPlat 12013101732 TAX INFORMATION 2013 Payable 2014 201 Actual Value Land 143 Total 143 School Assessed Value Land 41 Total 1 41 Treasurer Information View Mill Levy Detail For Year 201 2013 Mill Levy Information Tax District 3134 County 25.8460 School 50.3690 WHEAT RIDGE 1.8300 REGIONAL TRANSPORTATION DIST 0.0000 URBAN DRAINAGE &FLOOD CONT DIST 0.6080 URBAN DRAINAGE &FLOOD C SO PLAT 0.0640 W HEATRIDGE FIRE DIST 7.5000 Total 86.2170 2013 : ('ity cif �Il at Widge ut IC WORK-S City of Wheat Ridge Municipal Building 7500 W. 29` Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 19 ADDRESS: Dear Contractor: I (IF l ( W . 39 4-tt p, - F: 303.235.2857 In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File ww w. c i. w h ea t r i d g e. co. u s Rev 2108 If I City of w heat W:d�ge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES D IVISION 7500 W 29th Ave Wheal Ridge, CO 80033.8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting /Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed., �s Date: November 26, 2013 a? Project Address: 11885 West 3hue, Wheat Ridge, Colorado Name of Firm /lndividua subrpJtting documents Kieran Hardesty, Standard Eclflc of Colorado, Inc. Project Type /Description _Construction of 48 New Single, Family 13psiti tli;:O;xyyyJ.thin,the Doud 0vedQOJ05p4division. Signature of Firm Indicated below and do, by`my, sign for review and approval of Attie proje( Ag ency represented (Please check one) MANAGER , am a drily authorized representative of the agency hereby acknowledge receipt of documents necessary Indicated above. 0 Wheat Ridge Fire Protection • Arvada Fire Protection • Wheat Ridge Water District Consolidated Mutual Water District • Valley Water District Denver Water Agency Notes: • Wheat Ridge Sanitation District • Clear Creek Sanitation District • Fruitdale Sanitation District Westridge Sanitation District • Other Development review complete. Provided all fire department requirements issued in response to the development review are implemented, no further review or action is required by the fire district. No building plan review required provided all structures are single family residential designed and built under the International Residential Code Signature: Date: ( gency Representative) 1 1 r City of W heat R�idge CITY 01' WIIEA1' It1DGF ItUILDING AND INSPECTION S14WICES DIVISION 7500 W 29th Aw 1Wheat Ridge, CO 80033 -8001 p. 303.235.2855. 303.237.5929 Proof of Submission for Permitting /Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: November 26, 2013 Project Address 11885 West 38th Avenue Wheat Ridge, Colorado N of FirmAndividual submitting docurents Kieran Hardesty, Standard Pacific of Colorado, Inc. Project Type /Description: _Construction of 48 New Single Family Residences within the Doud Overlook Subdivision. Signature of Firm Representative or Individual: KIERAN HARDESTY, ARCHITECT /PROJECT MANAGER DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, 1 nu rU� am a duly authorized representative of the agency indicat d below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. A gency represented (Please check one) Wheat Ridge Fire Protection • Arvada Fire Protection • Wheat Ridge Water District 0 Consolidated Mutual Water District o Valley Water District Denver Water Agency Notes: • Wheat Ridge Sanitation District • Clear Creek Sanitation District • Fruitdale Sanitation District Westridge Sanitation District • Other Signature: (Agency Representative) Date: FROM :WESTRIDGE SANITATION FAX NO. :303 424 2628 Dec. 12 2013 10:03AM P1 CI .,1 wi.c:at.I t-It CITY or W 'HEAT RIDGE. RUILDING AND INSrIiC no?q Sru% I)IvISION 7500 W 2911) Ave Wheat Itidgc, Co Roo33 -Roos f,. 3 09-235-2-355-.( 301237.8729 Proof of Submission for Permitting /Plan Review A copy of this form must be completed by each ardency 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: November 26, 2013 Project Address 11885 West 3811) Avenue, wheat Ridge, ColQrado Name of Firm /Individual submitting documents Kieran Hardesty, S tandard Paolfle of Colorado, Inc. Project Type /Description: Construction of 48 New Singlo Family Residences within the Loud Ovorlook Subdivision. Signature of Firm Representative or Individual: MANAGER DQ Ug BELOW THIS POINT - FOR AGENCY USE ONL 1, Kim Dahlin . 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. 6gqn.C.y r0ArQ J,(kd: (Please check one) [� Wheat Ridge Fire Protection o Arvada Fire Protection a Wheat (ridge Water District Consolidates! Mutual Water District o Valley Water District 0 Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation district 0 Fruitdale Sanitation District Westridge Sanitation District o Other Agency Notes The pr operty is currently in the process of being included in the Westridge Sanitation District. Ability to serve is based 'iPon successful C ompletion of the Inclusion process and expansion of West 38th Avenue se wer v in, for which a ConllfCact has been awarded. Co struction to begin March 2014. nature _ Bate: (Agency Representative) N- ' 4 4 City of `� �,7Vheat�dge COMMUNITY DEVELOPMENT SUB - CON TRACTOR AUTHORIZATION FORM Project Address: General Contractor: Permit #: Electrical Contractor Company Name: Phone #: State License #: s / C4 o8oaQ Master #: Z/ 5 ; Signature of Authorized Agent Date bin Contractor, Company Name: State License #: 6c) Master #:gyp ° �, Wheat Ridge L ease #: J g o a o, = - Sipaturfl of Authwizcd Agent � Date Mechanical Contractor Company Name : 1 � nl I th 0 111j S Wheat Ridge License # , �5 Signature of Authorized Agent Phone: 30 3 - Lo Date *This application must be signed by each sub - contractor confirming the same. A. G. Wassen ' 2180 South Ivanhoe Street, Suite 5 E>anver, Colorado 80222 -5710 Geotechnical and Environmental Consultants 303 - 759 -8100 Fax 303 - 756 -2920 . www.agwassenaar.com December 10, 2013 Standard Pacific of Colorado, Inc. 7800 East Dorado Place, Suite 220 Greenwood Village, Colorado 80111 Attention: Ms. Cindy Myers Subject: Soil and Foundation Study Proposed Residential Structure Lot 11, Block 2 Doud Overlook Wheat Ridge, Colorado Project Number 135303 Purpose APPROVED Subject to Field Inspections Wheat Rid e Building Dept. )IFS/ -7 Date: / Signe Plan 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. Subsurface Conditions The field exploration included drilling a 4 -inch diameter auger boring near the center of the lot to a depth of approximately 24'/2 feet. The subsurface materials encountered consisted of: 0' to 2 2'/2' to 5' 5' to 21' 21' to 24'/2' Date of drilling: Depth to water: Laboratory Testing Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled brown Clay, stiff to very stiff, silty, very sandy, moist, brown to rust brown Sand, dense to very dense, silty, slightly clayey, gravelly, slightly cobbly, moist to wet, brown Claystone (bedrock), very hard, slightly silty, sandy, moist, gray to rust brown November 13, 2013 12 feet at the time of drilling 12 feet 2 days after drilling Samples obtained during drilling were returned to the laboratory. They were visually classified and testing was assigned to selected samples in an effort to evaluate the engineering properties of the subsurface materials encountered. Site specific laboratory swell /consolidation tests exhibited low measured swell (0.7% at a depth of 2 feet) upon an increase in moisture content under a load of o Standard Pacific of Colorado, Inc. Project Number 135303 December 10, 2013 Page 2 1,000 pounds per square foot (psf). Based upon visual observation of the subsurface conditions encountered and laboratory testing for this and /or adjacent lots, it is our opinion that the subsurface materials generally exhibit no to low potential for expansion. Refer to the Colorado Geological Survey Special Publication 43 for a description of expansive soils and their impact on structure performance. Foundation Recommendations Based on our evaluation of the subsurface conditions, the proposed residence may be founded upon spread or pad -type footings bearing on the natural undisturbed soils or on properly placed and compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf. Footing dimensions and foundation structural elements should be determined by a structural engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO) sulfate exposure as defined by ACI 318.4.3. Bearing materials loosened by machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of loose soils are encountered in foundation excavations. If this condition occurs, the footings should extend to firm soils. Exterior footings should bear at least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should be protected from freezing during construction. All footing excavations should be observed prior to placement of concrete to confirm the footings are bearing on suitable materials as anticipated for design purposes. The foundation walls backfilled with on -site materials should be designed for a lateral earth pressure based upon an equivalent fluid density of 65 pounds per cubic foot (pcf) for the "at rest" condition or 50 pcf for the "active" condition. The "active" condition should only be used where wall movements of at least 0.5% of the wall height are allowed. These values have been provided without considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain system and proper surface drainage as discussed later in this report may lower the potential of developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls should be expected. Basement Floor Construction A basement slab performance risk evaluation was conducted in general conformance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur with time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches or more across the slab with slab cracking of up to ' / 4 -inch or more in width and /or differential are considered normal. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion. There is currently no type of testing or correlation of factors that will definitively predict the amount of heave that a floor slab will exhibit. Therefore, it may be possible that heaves less than or in excess of what is considered "normal" may be experienced. Standard Pacific of Colorado, Inc. Project Number 135303 December 10, 2013 Page 3 For sites with a risk assessment of high or very high, we recommend an interior floor system engineered for expansive soils be constructed. In addition, an engineered interior floor system is recommended for all finished areas or any other areas where floor movements cannot be tolerated. Based upon our evaluation of the subsurface conditions at this site, it is our opinion that the slab performance risk for this site is low. If this risk of movement is not acceptable, engineered interior floors should be constructed. If the Builder and /or Owner desires to construct a concrete slab -on -grade and accepts the risk of slab movement, slabs supported by the expansive subsurface materials should be constructed using the following criteria: Slabs should be separated from exterior walls and interior bearing members with a joint which allows free vertical movement of the slab. 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. 3. Plumbing and utilities should be isolated from the slab. 4. Where a forced -air heating system is used and the furnace is located on the slab, we recommend provision for a collapsible connection between the furnace and the duct work to allow for at least 3 inches of slab heave. Utility connections should also be provided with flexible connections capable of accommodating the same magnitude of movement as specified above. 5. Provide frequent control joints in the slab. Following these recommendations will reduce immediate damage caused by movement of the floor 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. Crawl Space Construction The crawl space ground surface should be sloped to the perimeter drain system. Trenching or dishing out of the crawl space is not recommended unless a drain system is placed in these areas in such a manner to facilitate drainage. The recommended clearance from the crawl space ground surface to the engineered floor system should meet applicable codes. In addition, all plumbing lines should be isolated from the ground surface or foundation walls by at least 2 inches. Q5 Standard Pacific of Colorado, Inc. Project Number 135303 December 10, 2013 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. Crawl space areas should be constructed with consideration given to proper ventilation and moisture management. Provisions such as the installation of a vapor retarder should be utilized to reduce the amount of moisture (humidity) in the crawl space air. The Client and any future Owner should be aware that crawl space areas are subject to various air quality issues. A consultant specializing in ventilation and air quality control should be contacted to provide any additional recommendations. Such recommendations are beyond the geotechnical scope of this study. The environmental division of A. G. Wassenaar, Inc. is capable of providing such services. Refer to "Homeowner's Guide To Moisture Management" by Tri- County Health Department (Brochure Number S -323) for additional information. Subsurface Drainage 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. Surface Drainage The wetting of foundation soils and /or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: Excessive wetting or drying of the open foundation excavation should be avoided 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. Standard Pacific of Colorado, Inc. Project Number 135303 December 10, 2013 Page 5 3. Backfill around the foundation should be moistened and compacted in such a manner as to reduce future settlement. Areas which settle should be filled as soon as possible in order to maintain positive drainage away from the foundation. 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. Watering adjacent to the foundation should be reduced as much as practical. Landscaping which requires excessive watering should not be located within 5 feet of foundation walls. Main sprinkler lines, zone control boxes and drains should be located outside the limits of the foundation backfill. Sprinkler heads should be positioned such that the spray does not fall within 5 feet of foundation walls. 8. Plastic membranes should not be used to cover the ground surface immediately surrounding the foundation. These membranes tend to trap moisture and prevent normal evaporation from occurring. We recommend the use of a weed suppressant geotextile fabric. Limitations We believe the professional judgments expressed in this report are consistent with that degree of skill and care ordinarily exercised by practicing design professionals performing similar design services in the same locality, at the same time, at the same site and under the same or similar circumstances and conditions. No other warranty, express or implied, is made. The location of the test boring drilled and the laboratory testing performed for this study were designed to obtain a reasonably accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not indicated by the boring are possible and expected. Therefore, we should be retained to observe the foundation excavation and construction in order to verify or revise our recommendations. If unexpected subsurface conditions are observed by others during construction, we should be called to review our recommendations. 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 considered Standard Pacific of Colorado, Inc. Project Number 135303 December 10, 2013 Page 6 valid for use by Others without written authorization from A. G. Wassenaar, Inc. In addition, the state of practice in geotechnical engineering is constantly evolving. Therefore, findings presented in this report should be reviewed and revised, if necessary, prior to actual construction. If we can be of further service in discussing the contents of this letter or in analysis of the proposed structure from the soil and foundation viewpoint, please call our office. Sincerely, R A. G. WASSENAAR, I <2'POO.R'E��s� ` rn v: 0731 . Michael R. Conner, P.E. �� Senior Engineer . Reviewed by: Donal L. Tay r, J ., E ident MRC /DLT /lia Attachment: Figure 1 Statement of Services 0 BACKFILL NOTES: 1. DRAIN MUST SLOPE TO A POSITIVE GRAVITY OUTLET AND /OR TO SUMP WHERE WATER CAN BE REMOVED BY PUMPING 2. SLOPE BOTTOM OF TRENCH AND PIPE AT A MINIMUM OF 1/8" PER FOOT (i.e. 1 %) 3. 3 OR 4 -INCH DIAMETER RIGID PERFORATED PVC PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN APPROVED SUBSTITUTE FOUNDATION 4. GRAVEL SPECIFICATION: 2" MINUS WASHED WALL ROCK/GRAVEL, POORLY GRADED WITH NO MORE THAN 30% PASSING THE 3/8" SIEVE AND NO MORE THAN 10% PASSING THE #4 SIEVE, OR AS APPROVED BY THE GEOTECHNICAL ENGINEER NON -WOVEN GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUIVALENT) PLACED OVER ENTIRE WIDTH OF DRAIN GRAVEL. DRAIN GRAVEL - (SEE NOTE 4) GRAVEL SHALL FILL ENTIRE TRENCH AND EXTEND LATERALLY TO EDGE OF FOOTING AND UP AT LEAST 2" ABOVE BOTTOM OF FOOTING WITH A MINIMUM OF 3" OF GRAVEL COVER ABOVE PIPE AT HIGH POINT. /_ SLIP JOINT CONCRETE SLAB SLOPE TO DRAIN MINIMUM Zr.. NOT EXCAVATE WITHIN 1:1 LINE EXTENDING DOWN AND AWAY FROM CREATE MINIMUM 4" PATHWAYS THROUGH EDGE OF FOOTING OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE 3) OR FOUNDATION VOID MATERIAL. THE PATHWAYS SHOULD BE BENEATH EACH WINDOW WELL AND AT APPROXIMATE 15 FOOT INTERVALS AROUND THE FOUNDATION. DR 1 FTG 1 INT -SOG MTF JULY 2010 BACKFILL DRAIN PIPE - (SEE NOTES #2 & 3) AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN PIPE AT LEAST 4" BELOW BOTTOM OF FOOTING OR PAD NOTE: NOT TO SCALE A.G. Wassenaar Geotechnical and Environmental Consultants C. FOOTING FOUNDATION TYPICAL INTERIOR FIGURE y 7 J DRAIN DETAIL �+.�� �m y 7 00 m cn w N 0 C? � CD y ca cl C m O y " m C O w A fD m w Sl CL ° w w o � H w > ; 3 O � CD W C � CL (a CO CD 0 O_ �^ ° � d A) m � A y W N N m O W A A 0 -� OO OD w � C co co co N c m 0 V V 0 m N W 0 7 O O X ( y L" Q c C) ca co N O. O N 7 n O y c O1 gN N4r' o� o w J 0 iU cu C, 7,' 1 F " S Q1 z D •. Q f W t� O O CO O ' m m m m D D 3 > 0 Z Z m 4 ,. m m D 3 w 3 0 C 9 < N m ° z X 0 ffl �G Dn >J m ZJl = S A m m �+s C 0 N m N O N -r1 MM N I � 3 7 O Z OR Z W cr. N Co o 0 0 Mo m N U) c� 3 7C3 � 00 3 O T < m a) �o °'_ ao x ? 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Q f W t� O O CO O ' m m m m D D 3 > 0 Z Z m 4 ,. m m m j 70 0 m 3 w 3 0 C 9 < N ° z X 0 ffl �G Dn >J m ZJl = S A m m �+s C 0 N m N O N -r1 MM N I � 3 7 O Z OR Z W cr. N Co o 0 0 Mo m m U) c� 3 7C3 � 00 3 O N o A � o D' $ w o 'D 1 c y w N lr � y N O N y o � j c 4, N $ w N N w o o � r � A O o a, A w rn v_ �Ul fn f3 V i y v °f o 0 r c" CD y c y c 112 y z" m z� 9 ° z v� coon m m 3 0 �D n Q N fD Q O� 3 CO N N tD N Q 3 O O �3 A � CD E Q - w T E T 0 T CD Z 0 � -CC O w A ° p, K CD 0 < O O N C7 O CD m S w, w 0 co 0 3 m CD CD 3 m A o a j �0� co o A w W a m i4 O to O) N in c w 40 69 N kn 6 6V 0 O i -` 0 w N O O V cn O o cn w 0 O Cn O -+ O Cn N m 0 0 0 0 0 0 0 . _ 1 W o ° w cn C w co o ° 4w IL 0 w n C7 O o 0 0 o C N 0 • • 11 v CD O_ 7] . O >7 7 m w m co m m c3 z c w C 3 1 T w ° o' " 00- CD N i 0 a a w m m CD N U) N a � 0 W w 0 w A 0 O 3 CD U) SR- 330,T',73 CFM,Reg:10x4 Install Balancing Dampers on All Supplies BASEMENT STANDARD PACIFIC HOMES FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO SR- 310,4 ",9 CFM,Reg:tOx4 NOTE: If unfinished basement, move the low return to the ceiling here, same size pipe and grille -- Low,10 ",332 CFM,Gri11e:14x14 NOTE: If unfinished Basement omit bath supply but install all other supplies SR- 360,T',66'CFM,Reg:10x4 Low energy consumption criteria, Building design equiptment locations, and local building code requirements may hinder customer comfort preferences. Continous blower operation may be required to equalize temperature differences. PAGE SIZE: 11X17" SCALE: 1/8" = 17 r i z WW-II SR- 340,T',73 CFM,Rea:10x4 SR- 320.7".45 CFM.ReaAW Drawn: Approved: North Date: Job Number: r i z WW-II SR- 340,T',73 CFM,Rea:10x4 SR- 320.7".45 CFM.ReaAW SR- 120,T',68 CFM,Reg:t Ox4 SR- lo0,T',68 CFM,Reg:10x4 SR- 140,T',54 CFM,Reg:tOx4 SR- 130,T',54 CFM,Reg:10x4 \ SR- 110,7 ",68 CFM,Reg:10x4 SR- 180,7",66 CFM,Reg:lOx4 SR- 190,T',66 CFM,Reg:tOx4 \ I I \ I I Master Bedroo n I 1 � T 7 SR- 20QT',66 CFM,Reg:10x4 Date Sign SR- 150,T',54 CFM,Reg:10 (44 SR- 160,T',44 CFM,Reg:10x4 Low,10x8 ",252 CFM,Grille:20x10 Great Room (2)1000" Return Grilles Mast. Bath_ , WIC Laundry ,® / Mud Room SR- 170,6 ",46 CFM,Reg:10x j / Bath 3 BR- 6 ", 88 CFM, whole house SR- 280,4 ",16 CFM,Reg:10x4 ♦- exhaust-Exhaust Only Ventilation Strategy Do Not install a-- T Supply in the PR BR 310pt Sl APPROVED ubject to Field Inspections /heat Ridge Building Dept. Plan checker Install Balancing Dampers on All Supplies Igh,14x10 ",350 CFM,Grille:14xl4 ow,1400 ",350 CFM,Grille:14xl4 _ SR- 220,5 ",33 CFM,RegA0x4 BR 2 14x6" Transfer Grille SR- 260,6 ",Ad CFM,RBg:100 SR•250,1, CFM,Reg:10x4 y - 40,6 ",38 CFM,Reg:tOx4 SR- 230,6 ",38 CFM.Reg:10x4 MAIN FLOOR STANDARD PACIFIC HOMES FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO 'CFM GIVES HERE ARE THE LARGEST BETNiEN SEASOSSTHATNTLLOE REOUIRFD FROM ELBE SOFTN'.4RGS MANUALI AND MAY USE COMMON ROOMS TO MAKE UP SUPPLI AIR CFM I IIAT 15 REQUIRED AS SHON N ON FLOOR PIANS PAGE SIZE: 11X17" SCALE: 1/8" = 1'0" Drawn: Approved. Date: Job Numbe C�_) SR- 300,4 ",14 CFM,Reg:10x4 Dlnlrg/Opt Study 2 . SR-290,4 ",17 CFM,Reg:lOx4 SR- 210,5 ",45 CFM,Reg:10x4 14x10" Transfer Grille It study has door, install "hanster grille over doorway -- - 5R- 270,4 ",17 CFM,Reg:tOx4 Bath 2 _ SR- 220,5 ",33 CFM,RegA0x4 BR 2 14x6" Transfer Grille SR- 260,6 ",Ad CFM,RBg:100 SR•250,1, CFM,Reg:10x4 y - 40,6 ",38 CFM,Reg:tOx4 SR- 230,6 ",38 CFM.Reg:10x4 MAIN FLOOR STANDARD PACIFIC HOMES FIRESIDE AT APPLEWOOD PLAN 5061 WORST CASE SCENARIO 'CFM GIVES HERE ARE THE LARGEST BETNiEN SEASOSSTHATNTLLOE REOUIRFD FROM ELBE SOFTN'.4RGS MANUALI AND MAY USE COMMON ROOMS TO MAKE UP SUPPLI AIR CFM I IIAT 15 REQUIRED AS SHON N ON FLOOR PIANS PAGE SIZE: 11X17" SCALE: 1/8" = 1'0" Drawn: Approved. Date: Job Numbe C�_) APPROVED Subject to Field Inspections Manual S, D, Standard Pacific, Fireside Plan 5061 Equipment: Furnace = Carrier Model 59SC2B080S17 -16 (80000 BTU) Air Conditioner = Carrier Model CA13NA030 * * * *(A,B) (2.5 Ton) Evaporator Coil = Carrier Model CNPV *3617A * * +TDR (3 Ton) Duct Summary Wheat Ricicle Building Dept. ,os 1 — y Date: 3 / Signed. Plan checker Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summa ry Number of active trunks: 20 Number of active runouts: 27 Total runout outlet airflow: Main trunk airflow: 1,284 1,001 Largest trunk diameter: 16.9 SMT -100 Largest runout diameter: 7 SR -100 Smallest trunk diameter: 12.9 ST -120 Smallest runout diameter: 4 SR -270 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.379 Supply fan static pressure available: 0.421 Runout maximum cumulative static pressure loss: 0.568 SR -210 Return loss added to supply: 0.122 Total effective length of return ( ft.): 391.2 High, Low Total effective length of supply ( ft.): 194.0 SR -210 Overall total effective length ( ft.): 585.2 High, Low to SR -210 Design overall friction rate per 100 ft.: 0.072 (Available SP x 100 /TEL) Furnace Heat Rise —Used 58 Degrees on Program C 1_ SPEOFIC ATIOKS He ating Capacity and Efficiency -1 -12 -12 -16 Lk§Li6j 080-20 100-16 100-22 120 - Input I High Heat (BTUH) 40,0DO 40,000 60,000 60.000 60 D00 80,5 1 00,DDO 100,W 12Q 905 H igh ea 65 695 __6 Iue 70 940 8 5 625 770 VNE' e — ney 655 585 515 Yellow 920 890 855 820 770 720 e ed Temperature Rise Range *F (*C) High Heat 9 (19 -36) (19 -36) 4 - (22 -39) (2 -39) 4 - D (19 -36) (22-39) 7 4 - 5 7 7U_ - (22 -391 4 77T5 (25 -42) __4W__ Furnace Blower Data AIR DELIVERY - CFM (BOTTOM RETURN «'ITH FILTER) UNIT SIZE RETURN -AIR CONNECTION SPEED TAPS 2 EXTERNAL STATIC PRESSURE (IN. W. .1 0.2 0. 0-5 0.6 0.7 1 0.8 0.9 1. 040 -10 SIDEIBOTTOM Black 1160 it - 167 - 0 10 - 965 - 905 65 695 __6 Iue 70 940 8 5 625 770 15 655 585 515 Yellow 920 890 855 820 770 720 665 600 545 465 ed 73 0 7 0 __4W__ _445 380 3 040 -12 SIDE/BOTTOM Black 1310 1255 12 5 1150 11 1045 985 9 0 670 8 5 Yellow 1215 1165 11 0 1070 1 25 970 915 860 800 740 Orange 1030 1000 960 Iue 7 920 880 64 __T4_5___ 695 0 ed 72 0 1 0 060 -12 SIDE /BOTTOM ac Black 1 1 1 11 - 11 - W - 111 1 5 Blue 1035 1010 980 940 905 865 805 740 655 580 Yellow 965 94(7 915 855 5 750 5 10 0 060 -16 SIDJBOTTOM Black 1760 1705 1635 1575 1505 1430 13 1 ellow - 1400 1365 1335 1190 I 11 11 1 range 1 1035 1010 975 9 0 Iue 1 - 975 --- _ 6W_ tiwo Red 770 745 730 710 685 660 625 585 545 080 -16 SIDE %BOTTOM lack 1 1 1 1 7 ell 1 141 1 1 1 Orange 1 1 1 11 1 1 ue 1 1 t 080 -20 BOTTOM or TWO -SIDES 34 Black 1 140 1 1 1 1 1 143 Yellow - 172T - _ 17W_ 16 0 162 0 150 14 1 12_7 11 Orange 1515 1500 1480 1445 1405 1350 1290 1225 1155 1075 ue 11 11 7 1 1 _W 935 883 815 ed 45 _F17__ 8 20 67 1 100 -16 SIDE/BOTTOM Black 1 25 1700 1665 162 1570 151 1 1 1 6 11 Blue 100 1475 1450 1410 1370 1330 12 1180 1 1 1 e ow 1 1 119J 1 1 5 15 8 0 100 -22 BOTTOM or TVVO -SIDES 3,4 Black 2690 2595 2490 2390 2170 2050 1930 1810 1675 allow 2180 2145 2095 1905 78 - 17Y5 - 1615 1490 range 1 1 1 1 1 ue 1 1 1 12 1 1 1 1 ed 1365 1 1345 1300 1 1215 11 5 1080 120 -22 BOTTOM or TWO -SIDES 3.4 lack R1360 110 lue 2 1 1 _1W_ 1 1 1 0 Yellow 1850 1 1 1 1 14 1 80 1 0 Orange 1610 1550 1500 1455 1405 1345 1270 1185 1 1 1 215 1156 1 Evaporator Coil static Pressure PERFORMANCE DATA (coat) COIL STATIC PRESSURE DROP (ill ice.) PURON® AND R -22 REFRIGERANTS UNIT CONDENSER ENTERING A71 75 (23.9) tendard CFM 05 (35) SIZE 400 500 600 700 800 900 1000 1100 1200 1300 1400 1 1500 1 1600 1 1700 1 1800 1 1900 12000 1 2100 1 2200 Total System KW" Total Sens# Total Dry Total Sens;' ui 0 078 10 114 10 156 10 198 10 253 57 (13.9) 3218 16.57 2 3064 1814 23 2942 1559 Viet 6206.7) 2970 0.096 10 138 10,183 10 213 10 277 2 03 28 44 20 20 2.25 2706 1568 2.49 875 63 072)tt Dry 2013 2.03 2669 0.070 10 .103 10143 10 182 10 233 10 .290 10 354 2.25 T2539 1907 . 2.49 2414 27.50 2480 2.09 Wet 2426 2.25 2511 0.089 10 128 10 .177 10 2141 10 269 10 .336 10 413 2.49 72 (221) 2710 27.10 203 2612 2612 2.25 Dry 25 05 249 0 048 10 069 1009010112 10 140 10 170 10 203 3258 17.38 2 CS 31 18 1669 2417 2972 16 38 2.54 YJtt 62 (16.7) 30 O9 2203 0.064 10091 10.122 10 .150 10.18 10.224 10,263 2879 21.53 2.30 27.40 21 DO 2.54 1000 63 (17.2)tt 2831 Dry 2 C8 27.06 2087 0.065 10097 10.135 10,173 10223 10 278 10.339 0.403 1 0.476 2.53 67 (194) 3014 2782 2 C8 27.00 Wet 2.29 25 89 2 O.C78 10114 10.160 10106 10260 10,12110,389 10,461 JOW 2804 28 D4 2.08 2701 27.01 229 2569 D 2.33 57 (13 9) 0.042 1 0.060 10.080 10 .102 10 .128 10157 10 .168 10222 10.259 31 40 1765 2.35 3017 1714 2.59 Wet 3036 2330 2 13 0.055 10076 10,104 10 127 10 158 10 190 10 225 10266 0 309 2762 2226 2.58 1125 63 (172)tt 2859 2257 Dry 2732 2205 3677 0.043 10 D61 0.082 0.103 0.128 0.157 0189 0.221 0259 0299 0.341 2879 13617 2.12 27.71 27.77 Wet 26 54 26.54 2.56 0.056 10079 10,107 10 .133 10 .166 10 .200 10 .236 0.276 0.313 0 361 10 413 27 77 27 71 2.34 26 55 2655 Dry 0.035 10 D48 10 .062 10 .076 10 093 10 .111 10 .132 10 .153 10 177 10 .201 10 228 3621 Wet 0 049 10 066 10 083 10 100 10 122 10 144 10 177 10192 10217 10245 10276 D 4221 0.030 0 041 0.054 0 066 0 082 0 099 0.118 0.137 0158 0180 0205 10231 10259 14221 Wet 0.043 0059 0.078 0.101 10 126 101 53 10 181 10207 10234 10260 102U 10.319 10 354 Dry 4821 1 10.04710060100751009210110 10 .130 10,152 10176 10204 10230 10256 10294 10319 T4821 %Wt 0 053 10 067 10 083 10 104 10 .125 10147 10172 10,200 10,228 10259 10292 1 0.327 10 .365 Dry 0.013 10 .046 10 057 10 069 10 .094 10019 101 10124 10140 10,158 10175 10195 10214 4824 Wet 0.032 10 050 10 066 10,081 10,097 10,114 10.131 10 150 10.169 10.190 10211 10.233 10,257 Dry 6024 10 062 10 .073 10 .084 10097 10111 10126 10138 10.154 10 172 0.190 FO .210 f0228 10251 10273 10 .293 T6024 Wet 10 OV 10 096 10 112 10129 10.171 10,191 10 212 1 Detailed Cooling Capacities DETAILED COOLING CAPACITIES# CONTINUED EVAPORATOR AIR CONDENSER ENTERING A71 75 (23.9) 85 (29A) 05 (35) CFM E,VB ,F(, C) Capamciry MBtuh Total System W K Capacity MBtuh Total System Capaeiry MBtuh Total System KW" Total Sens# Total S.** Total Sens;' ui 57 (13.9) 3218 16.57 2 3064 1609 23 2942 1559 2.49 6206.7) 2970 2070 2 03 28 44 20 20 2.25 2706 1568 2.49 875 63 072)tt 2791 2013 2.03 2669 1962 2.25 T2539 1907 . 2.49 67 0 9 4) 27.50 2480 2.09 2634 2426 2.25 2511 2367 2.49 72 (221) 2710 27.10 203 2612 2612 2.25 2505 25 05 249 57 03.9) 3258 17.38 2 CS 31 18 1669 2.30 2972 16 38 2.54 62 (16.7) 30 O9 2203 2 08 2879 21.53 2.30 27.40 21 DO 2.54 1000 63 (17.2)tt 2831 2138 2 C8 27.06 2087 2.30 2372 20 31 2.53 67 (194) 2807 2782 2 C8 27.00 2700 2.29 25 89 2 2.53 72 (22 2) 2804 28 D4 2.08 2701 27.01 229 2569 25 89 2.33 57 (13 9) 32.83 1614 213 31 40 1765 2.35 2991 1714 2.59 62 06.7) 3036 2330 2 13 2903 2260 2.34 2762 2226 2.58 1125 63 (172)tt 2859 2257 2 12 2732 2205 2.34 2595 2149 2.58 67 (19 4) 2879 2979 2.12 27.71 27.77 2.34 26 54 26.54 2.56 72 (22 2) 2879 2879 211 27 77 27 71 2.34 26 55 2655 2.56 �1 Sensible Heat Gain = 23111 BT'-'s AC Delivers 25390 BTUs 23111/25390 = .910 or 9% over Item Value Model Type Standard Air Conditioner Model Number (Combined) CA13NA030 " "(A,B) +CFJPV'3617A" +TDR Outdoor Model Number CA13NA030' "'(A,B) Indoor Model Number CNPV'3617A" +TDR Tradename 13 SEER PURON AC Outdoor Manufacturer CARRIER AIR CONDITIONING Indoor Manufacturer Description Comment Nominal Capacity 27400 Nominal Capacity High Speed 0 Nominal Capacity Low Speed 0 SEER 13 SEER High Speed 0 SEER Low Speed 0 EER 10.8 EER High Speed 0 EER Low Speed 0 Sound 0 AHRI Reference Number 4541072 Qualifying Tier Sensible Capacity 27400 Latent Capacity 0 Compressor Warranty Coil Warranty Parts Warranty Labor Warranty 0 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC Standard Pacific Fireside Plan 5061 ■ Littleton, C 80125 Page 1 r ra ,-+.Rannrt _ _ _�- -,- General Proiect Information Project Title: Designed By: Project Date: Client Name: Company Name: Company Representative: Company Address: Company City: Company Phone: Company E -Mail Address: Standard Pacific Fireside Plan 5061 Bob Guenther { Monday, January 27, 2014 Standard Pacific Smith And Willis Heating And Air LLC Bob Guenther 8450 Rosemary Commerce City, CO 80022 (303)688 -4487 X -102 bob@smithandwillis.com Design Data___ ----- - - - - -- - - - - - -- Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor. Wheatridge, Colorado Front door faces East High 39 Degrees 5476 ft. 0.817 APPROVLO Subject to Field Inspections Wheat Ridge Building Dept. Date: 0 ___ Y Signe _ Plan the Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Differenc e Winter: 1 0.21 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 -39 [Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume (ft of Cond. Space: 49,567 Buildin Loads Total Heating Required Including Ventilation Air: 51,790 Btuh 51.790 MBH Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) Notes '" Rhvac is an ACCA approved Manual J and Manual 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 loads according to the manufacturer's performance data at your design conditions. n Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Miscellaneous Rennrt L � [ System 1 Whole House System Input Data Winter: Summer: [Duct Sizing Inputs Calculate: Use Schedule: Roughness Factor Pressure Drop: Minimum Velocity: Maximum Velocity Minimum Height: Maximum Height: [Outside Air Data Infiltration Specified: Infiltration Actual: Above Grade Volume Main Trunk Yes Yes AC /hr 0.00300 CFM 0.1000 Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 650 ft. /min _ ft. /min Pag 2 i Outdoor Outdoor Dry Bulb Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Differenc — e 1 0.21 81% 30% 70 34.16 91 59 15% 50% 75 -39.04 Yes Yes AC /hr 0.00300 CFM 0.1000 in.wg. /100 ft. 650 ft. /min 900 ft. /min 0 in. 0 in. Total Building Infiltration: Total Building Ventilation: W inter 0.250 AC /hr 113 CFM 0.316 AC /hr X 27,204 Cu.ft. 8,610 Cu.ft. /hr X 0.0167 ft. /min 143 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: Runouts Yes Yes 0.01000 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. Summer 0.250 AC /hr 113 CFM 0.316 AC /hr X 27.204 Cu.ft. 8,610 Cu.ft. /hr X 0.0167 143 CFM 0 CFM 14.39 = (1.10 X 0.817 X 16.00 Summer Temp. Difference) -21.70 = (0.68 X 0.817 X -39.04 Grains Difference) 62.04 = (1.10 X 0.817 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC /hr (113 CFM) Summer Infiltration Specified: 0.250 AC /hr (113 CFM) Y:\ ... \Fireside Plan 5061.rhv 6 Tuesday, January 28, 2014, 9:58 AM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 Page 3 [LLoad Preview Report _ Net ft. Sen La Net Se n Sys Sys Sys Duct Scope To !fo Area Gain Gain Gain Loss' Htg Clg Act Size CFM CFM CFM_ Building 1.93 2,862 5,007 23,111 -2,114 23,111 51,790 993 1,000 1,000 System 1 1.93 2,862 5,007 23,111 -2,114 23,111 51,790 993 1,000 1,000 2500 Humidification 2,151 Zone 1 5,007 23,111 -2,114 23,111 49,639 993 1,000 1,000 10x17 1 -Rec Rm 1,198 1,145 -138 1,145 7,288 146 50 146 7, 2 -BR 4 240 709 -53 709 2,239 45 31 45 7 3 -Bath 4 59 15 -10 15 450 9 1 9 4 4 -Mech/ Unf Stor 1,010 189 -138 189 6,647 133 8 133 7, 5- Master Bedroom 311 3,719 -134 3,719 4,461 89 161 161 7,7,7 6- Master Bath 235 933 -188 933 2,200 44 40 44 7 7-WIC 121 595 -261 595 2,315 46 26 46 6 8 -Great Room 430 4,689 -308 4,689 6,148 123 203 203 7,7, 9- Laundry 67 207 -71 207 690 14 9 14 4 10 -Mud Room 134 366 -29 366 833 17 16 17 4 11 -Bath 3 44 205 -88 205 787 16 9 16 4 12 -PR 34 45 0 45 62 1 2 2 Not MDD: 1--4 13 -BR 3 /Opt Study 197 1,871 -142 1,871 3,438 69 81 81 6,6 14 -Entry 111 767 -45 767 921 18 33 33 5 15 -BR 2 164 1,753 -99 1,753 3,030 61 76 76 6,6 16 -Bath 2 67 311 -76 311 867 17 13 17 4 17- Dining /Opt Study 174 1,030 86 1,116 1,737 35 45 45 5 18- Kitchen /Nook 411 4,561 -420 4,561 5,526 111 197 197 7,7,7 Sum of room airflows may be greater than system airflow because system roo airflow option uses the greater of heating or cooling. Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Feeds Into: Mech/ Unf Stor, Effective Length: 2.2 Elite Software Development, Inc. Smith & Willis HVAC LLC 415 ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 0.000 Rect 2.0 10 0.0 P age 4 Manual h flv irtsi7e Data - nl irt S sir tem 1 - Supply 0.259 0.541 -- -Duct Name, Presize 363 8.7 0.259 0.541 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumull Sizing 0.254 0.546 -- -Duct Name: SMT -100, Feeds Into: Mech/ Unf Stor, Fitting: 1 -01, Effective Length: 128.5 Trunk 0.0003 16.9 577 0.000 Up: Fan 55 25 0.031 0.039 Rect 0.8 10 127.7 0.419 Presize 1,001 4.9 0.259 0.541 -- -Duct Name: ST -110, Feeds Into: Rec Rm, Effective Length: 2.0 Feeds Into: Mech/ Unf Stor, Effective Length: 2.2 7 Trunk 0.0003 16.9 415 0.000 Up: SMT -100 55 25 0.017 0.000 Rect 2.0 10 0.0 0.000 Presize 721 11.7 0.259 0.541 -- -Duct Name: ST -120, Feeds Into: Mech/ Unf Stor, Effective Length: 2.2 7 254 Trunk 0.0003 12.9 373 0.000 Up: SMT -100 128 14 0.016 0.000 Rect 2.2 10 0.0 0.000 Presize 363 8.7 0.259 0.541 -- -Duct Name: SR -100, Supplies: Great Room, Fittings: 4 -G, 2 -I, Effective Length: 53.7 Trunk Runout 0.0003 7 254 0.000 Up: ST -130 55 5.4 0.017 0.009 Rnd 0.3 7.7 53.3 0.009 Presize 68 0.6 0.245 0.555 -- -Duct Name: SR -110, Supplies: Great Room, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 82.7 Runout 0.0003 7 254 0.001 Up: ST -140 55 5.4 0.017 0.013 Rnd 7.3 7.7 75.4 0.014 Presize 68 13.4 0.240 0.560 -- -Duct Name: ST -130, Feeds Into: Rec Rm, Effective Length: 1.0 Trunk 0.0003 15.2 97 0.000 Up: ST -140 55 20 0.001 0.000 Rect 1.0 10 0.0 0.000 Presize 134 5 0.254 0.546 -- -Duct Name: SR -120, Supplies: Great Room, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 93.2 Runout 0.0003 7 254 0.002 Up: ST -150 55 5.4 0.017 0.014 Rnd 12.3 7.7 80.9 0.016 Presize 68 22.6 0.238 0.562 -- -Duct Name: ST -140, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 Up: ST -150 55 20 Rect 0.8 10 Presize 334 4.2 241 0.000 0.007 0.000 0.0 0.000 0.254 0.546 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC_ Loads ■ Smith & Willis HVAC LLC Littleton, CO 80125 Standard Pacific Manual Dr r : -tsize Data -Duct Svstem 1. - Supply (con_t,' ►t), -- -Duct Name, de Plan 5061 Page 5 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul j Sizing 0.000 Up: ST -170 55 20 0.014 0.000 -- -Duct Name: SR -130, Supplies: Master Bedroom, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 110.5 Presize 487 4.2 0.255 0.545 Runout 0.0003 7 202 0.004 Up: ST -160 55 5.4 0.012 0.009 Rnd 30.5 7.7 80.0 0.013 Presize 54 55.9 0.242 0.558 -- -Duct Name: ST -150, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 289 0.000 Up: ST -160 55 20 0.010 0.000 Rect 0.8 10 0.0 0.000 Presize 402 4.2 0.254 0.546 -- -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 122.5 Runout 0.0003 7 202 Runout 0.0003 7 202 0.005 Up: ST -170 55 5.4 0.012 0.009 Rnd 42.5 7.7 80.0 0.014 Presize 54 77.9 0.240 0.560 -- -Duct Name: ST -160, Feeds Into: Rec Rm, Effective Length: 0.8 Trunk 0.0003 15.2 390 Trunk 0.0003 15.2 351 0.000 Up: ST -170 55 20 0.014 0.000 Rect 0.8 10 0.0 0.000 Presize 487 4.2 0.255 0.545 -- -Duct Name: SR -150, Supplies: Master Bedroom, Fittings: 4 -G, 2 -I, Effective Length: 99.7 Runout 0.0003 7 202 0.004 Up: ST -280 55 5.4 0.012 0.008 Rnd 33.7 7.7 66.1 0.012 Presize 54 61.7 0.243 0.557 -- -Duct Name: ST -170, Feeds Into: Rec Rm, Effective Length: 0.8 47.3 0.250 Trunk 0.0003 15.2 390 0.000 Up: ST -280 55 20 0.017 0.000 Rect 0.8 10 0.0 0.000 Presize 541 4.2 0.255 0.545 -- -Duct Name: SR -160, Supplies: Master Bath, Fittings: 4 -G, 2 -I, Effective Length: 78.9 Runout 0.0003 7 165 0.002 Up: ST -260 128 5.4 0.007 0.004 Rnd 25.8 7.7 53.1 0.006 Presize 44 47.3 0.250 0.550 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith 8 Willis HVAC LLC Runout 0.0003 Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Littleton, CO 80125 0.007 _- Pag 6 ,.,cMan►ial D owts Data - Duct System 1 - �'' , )nly (cont' - - -- -Duct Name, 0.238 0.562 -- -Duct Name: ST -190, Feeds Into: Rec Rm, Effective Length: 1.8 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul Sizing 0.017 0.010 Rnd -- -Duct Name: ST -180, Feeds Into: Rec Rm, Effective Length: 1.7 60.3 0.012 Trunk 0.0003 15.2 446 0.000 Up: ST -260 55 20 0.021 0.000 Rect 1.7 10 0.0 0.000 Presize 620 8.3 0.255 0.545 -- -Duct Name: SR -170, Supplies: WIC, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 112.6 Runout 0.0003 Runout 0.0003 6 234 0.007 Up: ST -250 128 4.7 0.017 0.012 Rnd 42.2 6.6 70.4 0.019 Presize 46 66.2 0.238 0.562 -- -Duct Name: ST -190, Feeds Into: Rec Rm, Effective Length: 1.8 0.241 0.559 Trunk 0.0003 16.9 395 0.000 Up: ST -250 55 25 0.016 0.000 Rect 1.8 10 0.0 0.000 Presize 686 10.7 0.257 0.543 -- -Duct Name: SR -180, Supplies: Kitchen /Nook, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 80.9 Runout 0.0003 7 247 0.002 Up: ST -130 55 5.4 0.017 0.011 Rnd 13.3 7.7 67.6 0.013 Presize 66 24.4 0.241 0.559 -- -Duct Name: SR -190, Supplies: Kitchen /Nook, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 97.2 Runout 0.0003 7 247 0.004 Up: ST -140 55 5.4 0.017 0.012 Rnd 22.3 7.7 74.9 0.016 Presize 66 40.9 0.238 0.562 -- -Duct Name: SR -200, Supplies: Kitchen /Nook, Fittings: 4 -G, 2 -I, Effective Length: 75.6 Runout 0.0003 7 247 0.003 Up: ST -140 55 5.4 0.017 0.010 Rnd 15.3 7.7 60.3 0.012 Presize 66 28.1 0.242 0.558 -- -Duct Name: SR -210, Supplies: Dining /Opt Study 2, Fittings: 4 -G, 2 -I, Effective Length: 63.3 Runout 0.0003 5 330 0.006 Up: ST -120 55 3.9 0.042 0.020 Rnd 14.8 5.5 48.5 0.027 Presize 45 19.4 0.232 0.568 -- -Duct Name: ST -200, Feeds Into: Mech/ Unf Stor, Effective Length: 6.8 Trunk 0.0003 12.9 320 0.001 Up: ST -120 128 14 0.012 0.000 Rect 6.8 10 0.0 0.001 Presize 311 27.3 0.258 0.542 G Y:\ - \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 ® Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Page 7 ,j,)Wanual D Ductsize Data - Duct System 1 - c� mlv_(cont'd) 5 242 -- -Duct Name, - - - - - -- - - - 55 3.9 etc. Roughness Diameter Velocity SPL.Duct' Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul Sizing -- -Duct Name: SR -220, Supplies: Entry, Fittings: 4 -H, 2 -I, Effective Length: 29.9 0.0003 Runout 0.0003 5 242 0.001 Up: ST -210 55 3.9 0.024 0.007 Rnd 2.7 5.5 27.2 0.007 Presize 33 3.5 0.250 0.550 -- -Duct Name: SR -230, Supplies: BR 2, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 74.8 Runout 0.0003 6 194 0.003 Up: ST -220 55 4.7 0.013 0.007 Rnd 19.7 6.6 55.1 0.010 Presize 38 30.9 0.247 0.553 -- -Duct Name: ST -210, Feeds Into: Mech/ Unf Stor, Effective Length: 0.8 Trunk 0.0003 12.9 34 0.000 Up: ST -220 55 14 0.000 0.000 Rect 0.8 10 0.0 0.000 Presize 33 3.3 0.257 0.543 -- -Duct Name: SR -240, Supplies: BR 2, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 88.6 Runout 0.0003 6 194 0.004 Up: ST -290 55 4.7 0.013 0.008 Rnd 27.8 6.6 60.7 0.012 Presize 38 43.7 0.246 0.554 -- -Duct Name: ST -220, Feeds Into: Mech/ Unf Stor, Effective Length: 1.0 Trunk 0.0003 12.9 114 0.000 Up: ST -290 55 14 0.002 0.000 Rect 1.0 10 0.0 0.000 Presize 111 4 0.257 0.543 -- -Duct Name: SR -250, Supplies: BR 3 /Opt Study, Fittings: 4 -G, 2 -I, 8 -A2, 8 -A2, Effective Length: 70.7 Runout 0.0003 6 204 0.002 Up: ST -220 55 4.7 0.014 0.008 Rnd 14.9 6.6 55.8 0.010 Presize 40 23.4 0.247 0.553 -- -Duct Name: SR -260, Supplies: BR 3 /Opt Study, Fittings: 4 -G, 2 -1, 8 -A2, 8 -A2, Effective Length: 85.5 Runout 0.0003 6 204 0.003 Up: ST -290 55 4.7 0.014 0.009 Rnd 24.0 6.6 61.5 0.012 Presize 40 37.7 0.245 0.555 -- -Duct Name: SR -270, Supplies: Bath 2, Fittings: 4 -G, 2 -1, Effective Length: 45.7 Runout 0.0003 4 195 0.002 Up: ST -240 128 3.1 0.020 0.007 Rnd 10.3 4.4 35.4 0.009 Presize 17 10.8 0.248 0.552 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential &Light Commercial HVAC Loads Elite Software Development, Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5 Littleton, CO 80125 Pa �0anual D Ductsize Data - Due-t Pv.StPm 1 - _Sunn1v (cont� -- -Duct Name, etc. Roughness Diameter Velocity SPL.Du Type Temperature Width Loss /100 SPL. Upstream Length Height Fit.Eq.Len SPL.T Shape CFM Area SP.Avail SPL.Cum Sizing -- -Duct Name: ST -230, Feeds Into: Mech/ Unf Stor, Effective Length: 1.8 Trunk 0.0003 12.9 286 Up: ST -240 128 14 0.010 Rect 1.8 10 0.0 Presize 278 7.3 0.257 -- -Duct Name: SR -280, Supplies: Bath 3, Fittings: 4 -G, 2 -I, Effective Length: 48.3 Runout 0.0003 4 183 Up: ST -200 128 3.1 0.018 Rnd 13.5 4.4 34.8 Presize 16 14.1 0.249 -- -Duct Name: ST -240, Feeds Into: Mech/ Unf Stor, Effective Length: 2.3 Trunk 0.0003 12.9 303 Up: ST -200 128 14 0.011 Rect 2.3 10 0.0 Presize 295 9.3 0.258 -- -Duct Name: SR -290, Supplies: Mud Room, Fittings: 4 -H, 2 -I, Effective Length: 38.6 Runout 0.0003 4 195 Up: ST -120 128 3.1 0.020 Rnd 8.8 4.4 29.8 Presize 17 9.3 0.251 -- -Duct Name: SR -300, Supplies: Laundry, Fittings: 4 -H, 2 -I, Effective Length: 36.0 Runout 0.0003 4 160 Up: ST -110 128 3.1 0.014 Rnd 9.5 4.4 26.5 Presize 14 9.9 0.253 -- -Duct Name: ST -250, Feeds Into: Rec Rm, Effective Length: 9.8 Trunk 0.0003 16.9 410 Up: ST -110 55 25 0.017 Rect 9.8 10 0.0 Presize 712 57.4 0.257 -- -Duct Name: SR -310, Supplies: Bath 4, Fittings: 4 -G, 2 -I, Effective Length: 34.3 Runout 0.0003 4 103 Up: ST -270 128 3.1 0.007 Rnd 10.2 4.4 24.1 Presize 9 10.6 0.254 -- -Duct Name: ST -260, Feeds Into: Rec Rm, Effective Length: 4.3 Trunk 0.0003 16.9 Up: ST -270 55 25 Rect 4.3 10 Presize 660 25.3 380 0.015 0.0 0.255 0.000 0.000 0.000 0.543 0.002 0.006 0.009 0.551 0.000 0.000 0.000 0.542 0.002 0.006 0.008 0.549 0.001 0.004 0.005 0.547 0.002 0.000 0.002 0.543 0.001 0.002 0.002 0.546 0.001 0.000 0.001 0.545 CY Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, C 80125 ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Page 9 /Manual D Ductsize Data - Duct S- stem 1 - Sucn1v (cpnt'd) 0.006 l -- -Duct Name 0.018 0.012 Rnd 33.7 7.7 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 SPL.Fit Upstream Length Height Fit.Eq.Len SPL.To Shape CFM Area SP.Avail SPL.Curn Sizing -- -Duct Name: SR -320, Supplies: BR 4, Fittings: 4 -G, 2 -I, Effective Length: 89.8 Runout 0.0003 7 168 0.002 Up: ST -160 128 5.4 0.008 0.005 Rnd 19.8 7.7 69.9 0.007 Presize 45 36.3 0.248 0.552 -- -Duct Name: SR -330, Supplies: Rec Rm, Fittings: 4 -G, 2 -I, Effective Length: 101.9 Runout 0.0003 7 273 0.006 Up: ST -190 128 5.4 0.018 0.012 Rnd 33.7 7.7 68.3 0.018 Presize 73 61.7 0.239 0.561 -- -Duct Name: ST -270, Feeds Into: Rec Rm, Effective Length: 4.5 Runout 0.0003 Trunk 0.0003 16.9 381 0.001 Up: ST -190 55 25 0.015 0.000 Rect 4.5 10 0.0 0.001 Presize 661 26.2 0.256 0.544 -- -Duct Name: SR -340, Supplies: Rec Rm, Fittings: 4 -G, 2 -I, Effective Length: 117.6 Runout 0.0003 7 273 0.007 Up: ST -180 128 5.4 0.018 0.014 Rnd 39.0 7.7 78.6 0.021 Presize 73 71.5 0.234 0.566 -- -Duct Name: ST -280, Feeds Into: Rec Rm, Effective Length: 1.5 Runout 0.0003 Trunk 0.0003 15.2 428 0.000 Up: ST -180 55 20 0.020 0.000 Rect 1.5 10 0.0 0.000 Presize 595 7.5 0.255 0.545 -- -Duct Name: SR -350, Supplies: Mech/ Unf Stor, Fittings: 4 -G, 2 -I, Effective Length: 98.4 Runout 0.0003 7 247 0.003 Up: ST -230 128 5.4 0.015 0.011 Rnd 21.7 7.7 76.7 0.015 Presize 66 39.7 0.243 0.557 -- -Duct Name: ST -290, Feeds Into: Mech/ Unf Stor, Effective Length: 2.0 Runout 0.0003 Trunk 0.0003 12.9 194 0.000 Up: ST -230 55 14 0.006 0.000 Rect 2.0 10 0.0 0.000 Presize 189 8 0.257 0.543 -- -Duct Name: SR -360, Supplies: Mech/ Unf Stor, Fittings: 4 -G, 2 -I, Effective Length: 102.2 Runout 0.0003 7 247 0.004 Up: ST -230 128 5.4 0.015 0.011 Rnd 25.5 7.7 76.7 0.015 Presize 66 46.7 0.242 0.558 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM nnvbc - numounaai a, u Smith & Willis HVAC LLC Littleton, CO 80125 17 Manual D Ducts; ')ata - Duct - q.ugtPm 1 - Supnly (cont'd) -- -Duct Name, IPWI Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 - Page 10 etc. Roughness Diameter Velocity SPL.Duct Type Temperature Width Loss /100 S PL. Fit Upstream Length Height Fit.Eq.Len SPL.Tot Shape CFM Area SP.Avail SPL.Cumul i Sizing _ Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary -- - Number of active trunks: 20 Number of active runouts: 27 Total runout outlet airflow: Main trunk airflow: 1,284 1,001 Largest trunk diameter: 16.9 SMT -100 Largest runout diameter: 7 SR -100 Smallest trunk diameter: 12.9 ST -120 Smallest runout diameter: 4 SR -270 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.379 Supply fan static pressure available: 0.421 Runout maximum cumulative static pressure loss: 0.568 Return loss added to supply: 0.122 Total effective length of return ( ft.): 391.2 Total effective length of supply ( ft.): 194.0 Overall total effective length ( ft.): 585.2 Design overall friction rate per 100 ft.: 0.072 System duct surface area (No Scenario): 1150.2 Total system duct surface area: 1150.2 Y:\ ... \Fireside Plan 5061.rhv SR -210 High, Low SR -210 High, Low to SR -210 (Available SP x 100 / TEL) 0 Tuesday, January 28, 2014, 9:58 AM -- -Duct Name: RT -110, Feeds From: Mech/ Unf Stor, Effective Length: 6.0 135.8 Rhvac - Residential & Light Commercial HVAC Loads 616 Elite Software Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 0.0 0.002 Pace 11 -0.058 0.121 0.047 Rect Manual D Ductsi7p f)at - Duct Svstem 1 - Return 135.6 0.047 -- -Duct Name, 252 0.5 0.000 etc. Roughness Diameter Velocity SPL.Du Type Temperature Width Loss /100 SPL. Upstream Length Height Fit.Eq.Len SPL.T Shape CFM Area SP.Avail SPL.Cum Sizing_ -- -Duct Name: RMT -100, Feeds From: Mech/ Unf Stor, Fittings: 5 -H1, 5 -N, Effective Length: 215.1 Trunk 0.0003 18.6 616 0.000 Up: Fan 75 25 0.029 0.062 Rect 0.4 12 214.7 0.062 Presize 1,284 2.6 -0.060 0.122 -- -Duct Name: RT -110, Feeds From: Mech/ Unf Stor, Effective Length: 6.0 135.8 Trunk 0.0003 18.6 616 0.002 Up: RMT -100 75 25 0.029 0.000 Rect 6.0 12 0.0 0.002 Presize 1,284 37 -0.058 0.121 -- -Duct Name: RT -120, Feeds From: Rec Rm, Effective Length: 20.5 135.8 Trunk 0.0003 9.8 454 0.007 Up: RT -150 75 10 0.035 0.000 Rect 20.5 8 0.0 0.007 Presize 252 61.5 -0.047 0.110 -- -Duct Name: High, Low, Returns From: Great Room, Fittings: 6 -B, 6 -F, 8 -1133C, Effective Length: 135.8 Trunk 0.0003 12.9 360 0.000 Runout 0.0003 9.8 454 0.000 Up: RT -120 75 10 0.035 0.047 Rect 0.2 8 135.6 0.047 Presize 252 0.5 0.000 0.047 -- -Duct Name: RT -140, Feeds From: Mech/ Unf Stor, Effective Length: 1.5 Trunk 0.0003 12.9 360 0.000 Up: RT -170 75 14 0.016 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 -0.058 0.000 -- -Duct Name: RT -150, Feeds From: Rec Rm, Effective Length: 9.5 Trunk 0.0003 9.8 454 0.003 Up: RT -170 75 10 0.035 0.000 Rect 9.5 8 0.0 0.003 Presize 252 28.5 -0.055 0.117 -- -Duct Name: RT -160, Feeds From: Mech/ Unf Stor, Effective Length: 1.5 Trunk 0.0003 12.9 360 0.000 Up: RT -180 75 14 0.016 0.000 Rect 1.5 10 0.0 0.000 Presize 350 6 -0.058 0.000 -- -Duct Name: RT -170, Feeds From: Mech/ Unf Stor, Effective Length: 1.8 Trunk 0.0003 18.6 289 0.000 Up: RT -180 75 25 0.007 0.000 Rect 1.8 12 0.0 0.000 Presize 602 11.3 -0.058 0.120 (21 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads ■ Smith & Willis HVAC LLC Littleton, CO 8 0 125 MantY,q! n DixtsizP Dat - Duct System 1 - Return. nt`d) -- -Duct Name, - - - etc. Roughness Diameter Type Temperature Width Upstream Length Height Shape CFM Area Sizing Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 P age 12 Velocity Loss /100 Fit.Eq.Len SP.Avail SPL.Duct SPL.Fit SPL.Tot SPL.Cumul -- -Duct Name: High, Returns From: Great Room, Effective Length: 0.3 Runout 0.0003 12.9 360 Up: RT -140 75 14 0.016 Rect 0.3 10 0.0 Presize 350 1.3 -0.058 -- -Duct Name: Low, Returns From: Great Room, Effective Length: 0.3 Runout 0.0003 12.9 360 Up: RT -160 75 14 0.016 Rect 0.3 10 0.0 Presize 350 1.3 -0.058 rows 11 i 111111 111 1 111 1 111 1 111 1 111 -- -Duct Name: Low, Returns From: Rec Rm, Fittings: 6 -C, 6 -G, 8 -A2, 8 -A2, Effective Length: 79.1 Runout 0.0003 10 609 0.002 Up: RT -110 75 7.8 0.051 0.039 Rnd 3.3 10.9 75.8 0.041 Presize 332 8.7 -0.018 0.041 -- -Duct Name: RT -180, Feeds From: Mech/ Unf Stor, Effective Length: 2.5 Trunk 0.0003 18.6 457 0.000 Up: RT -110 75 25 0.017 0.000 Rect 2.5 12 0.0 0.000 Presize 952 15.4 -0.058 0.120 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft. /min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. �u Number of active trunks: 8 Number of active runouts: 4 Total runout outlet airflow: Main trunk airflow: 1,284 1.284 Largest trunk diameter: 18.6 RMT -100 Largest runout diameter: 12.9 High Smallest trunk diameter: 9.8 RT -120 Smallest runout diameter: 9.8 High, Low Runout maximum cumulative static pressure loss: 0.047 High, Low Return loss added to supply: 0.122 Total effective length of return ( ft.): 391.2 High, Low Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM nnvac - nesiaentuai a Lignt commena131 nvwc LOWS Mine sortware ueveiopment, mc. Smith & Willis HVAC LLC ■ Standard Pack Fireside Plan 5061 Littleton, CO 80125 Page 13 Ma nua! , D Ductsize_D�a. -Duct System 1 - Return, System duct surface area (No Scenario): 180.2 Total system duct surface area: 180.2 Notes Rhvac is an ACCA approved Manual J and Manual 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 loads according to the manufacturer's performance data at your design conditions. Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Subtotals for structure: 40,736 0 16,475 16,475 Elite Software Development; lnc. Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ 1,150 2,150 Standard Pacific Fireside Plan 5061 Littleton, CO 80125 1,200 1,200 Lighting: Pag 14 Total Rc> 1dina Summary Loads 0 0 Ductwork: 0 0 re Q A uan 0 Infiltration: Winter CFM: 143, Summer CFM: 143 To i Des tlon t Loss G an ain Ga n _ Atrium: Glazing -.31 /.33, u -value 0.31, SHGC 0.33 387.5 8,289 0 11,007 11,007 R2.8 Door: Door -Rear Entry R2.8 Door 17.8 439 0 140 140 R6.2 Door: Door -U =.161 24 267 0 85 85 151315 -0w -9: Wall- 1669.8 5,905 0 101 101 151315 -0w -8: Wall- Basement, , framing with R -15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth Basement R11 -9: Wall- Basement, Custom, Bsmt Wall 1327.3 4,858 0 79 79 R11 Draped Continuous 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud cavity, 2815.2 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 1613-38: Roof /Ceiling -Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 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 21A-32: Floor- Basement, Concrete slab, any thickness, 2 2507.5 3,461 0 0 0 or more feet below grade, no insulation below floor, anv floor cover, shortest side of floor slab is 32' wide Subtotals for structure: 40,736 0 16,475 16,475 People: 5 1,000 1,150 2,150 Equipment: % 0 1,200 1,200 Lighting: 0 Sensible + Latent) 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal /day : 2,151 0 0 0 AED Excursion: 0 0 2,22 2,220 Total Building Load Totals: 51,790 -2,114 23,111 20,997 Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume (ft of Cond. Space: 49,567 Buil ding Loads Total Heating Required Including Ventilation Air: 51,790 Btuh 51.790 MBH Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) [Notes Rhvac is an ACCA approved Manual J and Manual 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 loads according to the manufacturer's performance data at your design conditions. Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Littleton, CO 80125 Page 15 System 1 _Whole House System Sum %Ir� .Loads Atrium: Glazing - .31/.33, u -value 0.31, SHGC 0.33 387.5 8,289 0 11,007 11,007 R2.8 Door: Door -Rear Entry R2.8 Door 17.8 439 0 140 140 R6.2 Door: Door -U =.161 24 267 0 85 85 151315 -Ow -9: Wall- 1669.8 5,905 0 101 101 151315 -Ow -8: Wall- Basement, , framing with R -15 sill to 114.5 404 0 7 7 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, wood studs, 8' floor depth Basement R11 -9: Wall- Basement, Custom, Bsmt Wall 1327.3 4,858 0 79 79 R11 Draped Continuous 12F -Osw: Wall- Frame, R -21 insulation in 2 x 6 stud cavity, 2815.2 12,626 0 2,065 2,065 no board insulation, siding finish, wood studs 16B -38: Roof /Ceiling -Under Attic with Insulation on Attic 2501 4,487 0 2,991 2,991 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 2507.5 3,461 0 0 0 or more feet below grade, no insulation below floor, any floor cover, sho rtest side of fl oor slab is 32' wide Subtotals for structure: 40,736 0 16,475 16,475 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 143, Summer CFM: 143 8,903 -3,114 2,066 -1,048 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 5.87 gal /day : 2,151 0 0 0 AED Excursion: 0 0 2,220 2,220 System 1 Whole House System Load Totals: 51,790 -2,114 23,111 20,997 Supply CFM: 1,000 CFM Per Square ft.: 0.200 Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862 Volume (ft of Cond. Space: 49,567 Total Heating Required Including Ventilation Air: 51,790 Btuh 51.790 MBH Total Sensible Gain: 23,111 Btuh 100 % Total Latent Gain: -2,114 Btuh 0 % Total Cooling Required Including Ventilation Air: 23,111 Btuh 1.93 Tons (Based On Sensible + Latent) otes F j Rhvac is an ACCA approved Manual J and Manual 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 loads according to the manufacturer's performance data at your design conditions. ,s Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential -& Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC Standard Pacific Fireside Plan 5061 ■ Littleton, CO 80125 _ Page 16 .F ui m ent Data - Syst Prr . 1 - Whole Hnf i zp Sy stem Cooling System Type: Outdoor Model: Indoor Model: Tradename: Outdoor Manufacturer AHRI Reference No.: Nominal Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Description: Capacity: Efficiency: Standard Air Conditioner CA13NA030 * * * *(A,B) CNPV *3617A * * +TDR 13 SEER PURON AC CARRIER AIR CONDITIONING 4541072 27400 13 SEER Natural Gas Furnace 59SC2B080S17 - -16 Carrier CARRIER CORPORATION Natural Gas or Propane Furnace 75000 92.1 AFUE Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac Residential &Light Commercial HVAC toads Smith & Willis HVAC LLC rea -U- Elite Software Development, In( . Standard Pacific Fireside Plan 5061 ; ua ntity ■ Littleton, CO 80125 172.1 0.047 10.2 3.6 _ Page 17 De Room Loads - Room ..1 - Rec_ Rm (Av_erage Load Procedure), 86.4 General V -Wall- 151315 -Ow -9 17.2 X 174.6 0.047 10.2 6 Calculation Mode: Htg. & clg. 34.1 Occurrences: 1 93.3 Room Length: 1,197.6 ft. System Number: 1 127.1 Room Width: 1.0 ft. Zone Number: 1 401 Area: 1,198.0 sq. ft. Supply Air: 146 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.7 AC /hr Volume: 12,176.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 0 Actual Winter Vent.: 0 CFM 0.578 -138 92 Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 6 CFM Ite rea -U- Descr tip on ; ua ntity Value V - Wall - 151315 -0w -9 18.5 X 172.1 0.047 10.2 3.6 122 J -Wall- 151315 -Ow -9 8.5 X 10.2 86.4 0.047 V -Wall- 151315 -Ow -9 17.2 X 174.6 0.047 10.2 6 3.6 -Wall- 151315 -0w -9 3.3 X 10.2 34.1 0.047 -Wall- 151315 -0w -9 9.2 X 10.2 93.3 0.047 -Wall- 151315 -Ow -9 9.3 X 10.2 94.8 0.047 J -Wall- 151315 -0w -9 12.5 X 10.2 127.1 0.047 -Wall- 151315 -Ow -9 10.8 X 10.2 110.1 0.047 > -Wall- 151315 -Ow -9 41 X 10.2 401 0.047 V - GIs - Atrium shgc -0.33 0 %S 16 0.310 > - GIs - Atrium shgc -0.33 0 %S 16 0.310 door -21 A -32 1 X 1197.6 1197.6 0.020 >ubtotals for Structure: 290 1.4 nfil.: Win.: 6.4, Sum.: 6.4 159 0 1ED Excursion: loom Totals: Htg Sen HTM _ Loss 3.4 577 Clg Lat Sen HTM Gain Gain 0.0 0 4 3.6 310 0.1 0 6 3.6 626 0.1 0 12 3.6 122 0.1 0 2 3.6 334 0.1 0 6 3.6 340 0.1 0 7 3.6 455 0.1 0 9 3.6 395 0.1 0 8 3.5 1,397 0.0 0 20 21.4 342 36.2 0 579 21.4 342 18.1 0 290 1.4 1,653 0.0 0 0 6,893 0 943 2.483 395 0.578 -138 92 110 7,288 -138 1,145 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads 10.2 Elite Software Development, Inc. Smith & Willis HVAC LLC 0 ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 0.047 _ _ 644 Page 18 Detailed Rqr rna l pads - RooM 2 - BR 4 (Average Load Pry �i :4dwe ) 15.3 0.047 3.6 55 S Calculation Mode: Htg. & clg. Occurrences: 1 310 Room Length: 240.5 ft. System Number: 1 21.4 Room Width: 1.0 ft. Zone Number: 1 1.4 Area: 240.0 sq.ft. Supply Air: 45 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 1.1 AC /hr Volume: 2,445.0 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 Infil.: 2 CFM Actual Summer Infil.: 2 CFM Item - -------- Area - - - - -- -U- Htg Sen Clg Lat S Descrip _ Quantity Valu HTM Loss HT G ain Gain W - Wall - 151315 -0w -8 12.8 X 114.5 0.047 3.5 404 0.1 0 7 1 Subtotals for Structure: Infil.: Win.: 2.4, Sum.: 2.4 AED Excursion: Room Totals: 61 2,087 2.485 152 Y:\ ... \Fireside Plan 5061.rhv 2,239 0.1 10.2 13 0.1 0 1 N -Wall- 151315 -0w -9 17.7 X 10.2 179.7 0.047 3.6 644 W -Wall- 151315 -Ow -9 1.5 X 10.2 15.3 0.047 3.6 55 S -Wall- 151315 -Ow -9 8.5 X 10.2 86.4 0.047 16 310 W - GIs - Atrium shgc -0.33 0 %S 16 0.310 21.4 342 Fl -21 A -32 1 X 240.5 240.5 0.0 1.4 332 Subtotals for Structure: Infil.: Win.: 2.4, Sum.: 2.4 AED Excursion: Room Totals: 61 2,087 2.485 152 Y:\ ... \Fireside Plan 5061.rhv 2,239 0.1 0 13 0.1 0 1 0.1 0 6 36.2 0 579 0.0 0 0 0 606 0.572 -53 35 68 -53 709 _ !g Tuesday, January 28, 2014, 9:58 AM F Rhvac - Residential & Light Commercial HVAC Loads ith & Willis HVAC LLC Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 eton, CO 80125 Pia a 19 Letailed Ron, nLoads - Room 3 - Bath 4 (Average Load_Pc 0Vre) - _ General - - - - - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.3 ft. System Number: 1 Room Width: 9.3 ft. Zone Number: 1 Area: 59.0 sq.ft. Supply Air: 9 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.9 AC /hr Volume: 600.0 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 Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item Area -U- Htg _ , Sen De - _ Q Value _H_T_ oss - HTIM Gai Gain N - Wall - 151315 -Ow -9 9.3 X 10.2 94.9 0.047 3.6 340 0.1 0 7 Floor -21 A -32 1 X 59.1 59.1 0.020 1.4 82 0.0 0 0 Subtotals for Structure: 422 0 7 Infil.: Win.: 0.5, Sum.: 0.5 11 2.459 28 0.615 -10 7 AED Excursion 1 Room Totals: 450 -10 15 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Littleton, CO 60125 _ Pa a 20 , . ptailed Room.! nads -Room 4 - Mech/ Unf Rtor tAv ( nad Procedure - -- `Gene ; Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 1,010.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 1,010.0 sq.ft. Supply Air: 133 CFM Ceiling Height: 10.2 ft. Supply Air Changes: 0.8 AC /hr Volume: 10,271.0 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 Winter Infil.: 6 CFM Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HT Gain -- Gain N -Wall- Basement R11 -9 42.3 X 430.5 0.051 3.7 1,576 0.1 0 26 10.2 E -Wall- Basement R11 -9 12.2 X 123.8 0.051 3.7 453 0.1 0 7 10.2 S -Wall- Basement R11 -9 12.7 X 128.9 0.051 3.7 472 0.1 0 8 10.2 E -Wall-Basement R1 1-9 5.2 X 52.6 0.051 3.7 192 0.1 0 3 10.2 N -Wall- Basement R11 -9 11.8 X 120.3 0.051 3.7 440 0.1 0 7 10.2 E -Wall- Basement R11 -9 2.8 X 28.8 0.051 3.7 105 0.1 0 2 10.2 S -Wall- Basement R11 -9 2.2 X 22.1 0.051 3.7 81 0.1 0 1 10.2 E -Wall- Basement R11 -9 9.5 X 96.6 0.051 3.7 354 0.1 0 6 10.2 S -Wall- Basement R11 -9 25.2 X 256 0.051 3.7 937 0.1 0 15 10.2 W -Wall- Basement R11 -9 3.2 X 32.2 0.051 3.7 118 0.1 0 2 10.2 S -Wall- Basement R11 -9 3.5 X 35.6 0.051 3.7 130 0.1 0 2 10.2 Floor-21A-32 1 X 1010.3 1010.3 0.020 1.4 1,394 0.0 0 0 Subtotals for Structure: 6,252 0 79 Infil.: Win.: 6.4, Sum.: 6.4 159 2.480 395 0.578 -138 92 AED E xcursi on: 18 Room Totals: 6,647 -138 189 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Subtotals for Structure: Infil.: Win.: 15.4, Sum.: 15.4 384 AED Excursion: Peopl 2 lat/p 23 0 sen /per_ 1 Room Totals: 3,507 2.483 954 0.575 4,461 0 2,911 -334 221 357 200 230 -134 3,719 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 Page 21 C19taile Roo Loa ds. - Room 5 - Master Bed room_ Ay jgad Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 311.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 311.0 sq.ft. Supply Air: 161 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 3.3 AC /hr Volume: 2,932.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 15 CFM Actual Summer Infil.: 15 CFM 'rea -U- Ht � _ Wow Des_cr Siori Quanta Va HTM L oss _ HTM G ain W - Wall- 12F -Osw 18.7 X 9.1 109.5 0.065 _ 4.5 491 0.7 0 80 N -Wall- 1 217-0sw 8.5 X 9.1 64.5 0.065 4.5 289 0.7 0 47 S - Wall- 12F -Osw 15.2 X 9.1 137.7 0.065 4.5 618 0.7 0 101 W - GIs - Atrium shgc -0.33 0 %S 15 0.310 21.4 321 36.1 0 542 W - GIs - Atrium shgc -0.33 0 %S 15 0.310 21.4 321 36.1 0 542 W - GIs - Atrium shgc -0.33 0 %S 30 0.310 21.4 642 36.2 0 1,085 N - GIs - Atrium shgc -0.33 100 %S 12.5 0.310 21.4 267 11.4 0 142 UP- Ceil - 1 613-38 311.3 X 1 311.3 0.026 1.8 558 1.2 0 372 Subtotals for Structure: Infil.: Win.: 15.4, Sum.: 15.4 384 AED Excursion: Peopl 2 lat/p 23 0 sen /per_ 1 Room Totals: 3,507 2.483 954 0.575 4,461 0 2,911 -334 221 357 200 230 -134 3,719 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Smith & Willis HVAC LLC Standard Pacific Fireside Plan 506 ■ Littleton CO 80125 Page Z .. nQfa + led Room Loads - Room 5 -- Master.Bath (Average Load Procedure) General - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 235.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 235.0 sq.ft. Supply Air: 44 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.2 AC /hr Volume: 2,136.0 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 Infil.: 9 CFM Actual Summer Infil.: 9 CFM Area -U- Htg Sen Clg Lat Se . L Item De Quantity Value HTM Loss HTM Gain Gain E - Wall- 12F -Osw 7.8 X 9.1 71.1 0.065 4.5 319 0.7 0 52 N - Wall- 12F -Osw 1.3 X 9.1 12.1 0.065 4.5 54 0.7 0 9 S -Wall- 12F -Osw 14.7 X 9.1 117.2 0.065 4.5 526 0.7 0 86 S - GIs - Atrium shgc -0.33 0 %S 16 0.310 21.4 342 18.1 0 290 UP- Ceil- 16B -38 2_35.1 X1_ 235.1 0.026 1.8 422 1.2 0 281 Subtotals for Structure: 1,663 0 718 Infil.: Win.: 8.7. Sum.: 8.7 216 2.482 537 0.578 -188 125 AED Excursion: 90 Room Totals: 2,200 -188 933 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM F vac - Residential & Light Commercial HVAC Loads ith & Willis HVAC LLC leton, CO 80125 Detail Room Loads - Room 7 WIC (Average �i4.ad. Procedure) G . Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.8 ft. System Number: 1 Room Width: 11.2 ft. Zone Number: 1 Area: 121.0 sq.ft. Supply Air: 46 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.5 AC /hr Volume: 1,099.0 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 Infil.: 12 CFM Actual Summer Infil.: 12 CFM Item - - -- -- -- -- Area -U Htg Lat - Sen Descri ti Q uantity Value HTM Lo H Gain Gain - -- - - -- N - Wall- 12F -Osw 11.2 X 9.1 -- — - - 101.4 -- -- 0.065 -- - - _Sen - -- - 4.5 455 - - Clg - - 0.7 -- _ 0 — 74 E - Wall- 12F -Osw 10.8 X 9.1 98.3 0.065 4.5 441 0.7 0 72 S - Wall- 12F -Osw 11.2 X 9.1 101.4 0.065 4.5 455 0.7 0 74 UP- Ceil - 1613-38 121 X 1 121 0.026 1.8 217 1.2 0 14 5 Subtotals for Structure: Infil.: Win.: 12.0, Sum.: 12.0 301 AED Excursion: Room Totals: Y:\ ... \Fireside Plan 5061.rhv Standard Pacific Fireside Plan 5061 1,568 2.480 747 0.574 2,315 0 365 -261 173 57 -261 595 Tuesday, January 28, 2014, 9:58 AM - (:0-1 - Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Area -U- Htg Rhvac - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Littleton CO 80125 Quantity Value HTM L oss Page 24 De tailed Room. L n ads .7 _Room 8 - m at Room (A verage Load Pmon i ire) W - Wall- 12F -Osw 18.5 X 12 General ; 0.065 4.5 650 0.7 0 Calculation Mode: Htg. & clg. 70.5 Occurrences: 1 316 Room Length: 429.5 ft. System Number: 1 0.065 Room Width: 1.0 ft. Zone Number: 1 S - Wall- 12F -Osw 3.5 X 12 Area: 430.0 sq.ft. Supply Air: 203 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.4 AC /hr Volume: 5,154.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 0.7 Actual Winter Vent.: 0 CFM 24.5 0.310 21.4 Percent of Supply.: 0 % 886 W - GIs - Atrium shgc -0.33 0 %S 24.5 Actual Summer Vent.: 0 CFM 36.2 0 886 Percent of Supply: 0 % 21.4 599 36.2 Actual Winter Infil.: 23 CFM 429. 0.026 1.8 Actual Summer Infil.: 2 CFM - (:0-1 - Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Area -U- Htg Sen Lat Sen C Item Description Quantity Value HTM L oss H TM Gain Gain W - Wall- 12F -Osw 18.5 X 12 145 0.065 4.5 650 0.7 0 107 N - Wall- 12F -Osw 23.5 X 3 70.5 0.065 4.5 316 0.7 0 52 E -Wall- 1 2F-Osw 17 X 3 51 0.065 4.5 229 0.7 0 37 S - Wall- 12F -Osw 3.5 X 12 42 0.065 4.5 188 0.7 0 31 E - Wall- 12F -Osw 1.5 X 12 18 0.065 4.5 81 0.7 0 13 S -Wall- 1 2F-Osw 20 X 9.1 181.6 0.065 4.5 814 0.7 0 133 W - GIs - Atrium shgc -0.33 0 %S 24.5 0.310 21.4 524 36.2 0 886 W - GIs - Atrium shgc -0.33 0 %S 24.5 0.310 21.4 524 36.2 0 886 W - GIs - Atrium shgc -0.33 0 %S 28 0.310 21.4 599 36.2 0 1,013 UP- Ceil - 166 -38 429.5 X 1 429. 0.026 1.8 771 1.2 0 514 Subtotals for Structure: 4,696 0 3,672 Infil.: Win.: 23.4, Sum.: 23.4 585 2.482 1,452 0.576 -508 337 AED Excursion: 450 People: 200 lat/p 230 sen /per: 1 200 230 Room Totals: 6,148 -308 4,689 - (:0-1 - Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Ihvac - Residential & Light Commercial HVAC Loads Elite Software Development, In( mith & Willis HVAC LLC Standard Pacific Fireside Plan 506 ■ ittleton, CO 80125 Page 2 Detailed Room Loa.., - Ro 9 - L arindry_ (Av eracte Loa Proced , . - G Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 67.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 67.0 sq.ft. Supply Air: 14 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.4 AC /hr Volume: 609.0 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 Infil.: 3 CFM Actual Summer Infil.: 3 CFM -tern - tern Area -U- Htg Sen Clg Lat Sen __— Quantit V alue HTM Loss HTM Gain Gain E -Wall- 1 2F-Osw 3.3 X 9.1 30.2 0.065 4.5 136 0.7 0 22 S - Wall- 12F -Osw 5.7 X 9.1 51.5 0.065 4.5 231 0.7 0 38 UP- Ceil - 1613-38 67.1 X 1 67.1 0.026 1.8 120 1.2 0 80 Subtotals for Structure: 487 0 140 Infil.: Win.: 3.3, Sum.: 3.3 82 2.484 203 0.575 -71 47 AED Excursion: 20 Room Totals: 690 -71 207 Y:\ ... \Fireside Plan 5061.rhv C 0✓ Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite 5oftware Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5061 Littleton CO 80125 Page 26 Detaileo Loads,, Room 10- Mud Room (Avar-.age I -oad Procedure) _Gene Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 134.5 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 134.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.8 AC /hr Volume: 1,221.0 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 Infil.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantit Value HTM Loss HTM Gai Gain S - Wall- 12F -Osw 3.7 X 9.1 15.5 0.065 4.5 70 0.7 0 11 S - Door -R2.8 Door 2.7 X 6.7 17.8 0.357 24.6 439 7.9 0 140 UP- Ceil - 1613-38 134.5 X 1 134.5 0_._0 1.8 _ 241 _ 1.2 0 161 Subtotals for Structure: 750 0 312 Infil.: Win.: 1.3, Sum.: 1.3 33 2.491 83 0.570 -29 19 AED Excursio _ 35 Room Totals: 833 -29 366 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Subtotals for Structure: Infil.: Win.: 4.1, Sum.: 4.1 102 AED Excursion: Room Totals: 535 0 127 2.482 252 0.571 -88 58 20 787 -88 205 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvec - Residential & Light Commercial HVAC Loads Smith & Willis HVAC LLC ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Littleton, CO 80125 Page 27 Detailec!R Loads- Room 11 - Bath 3 (Average e -q-d! Rro_cedure), . Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 44.0 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 44.0 sq.ft. Supply Air: 16 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.4 AC /hr Volume: 400.0 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 Infil.: 4 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg La. Sen Description Quantity Value HTM Loss HTM Gai Gain W - Wall- 12F -Osw 3.2 X 9.1 28.9 0.065 4.5 130 0.7 0 21 S - Wall- 12F -Osw 8 X 9.1 72.6 0.065 4.5 326 0.7 0 53 UP -Ceil- 166 -38 44 X 1 44 0.026 1.8 79 1.2 0 53 Subtotals for Structure: Infil.: Win.: 4.1, Sum.: 4.1 102 AED Excursion: Room Totals: 535 0 127 2.482 252 0.571 -88 58 20 787 -88 205 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5081 Littleton_ CO 80125 Page 28 -v .Qetaileo! .Roam. Loads - Room 12 - PR (Ayeraae Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.7 ft. System Number: 1 Room Width: 5.2 ft. Zone Number: 1 Area: 34.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.4 AC /hr Volume: 313.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 2 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 22 ft. /min. Percent of Supply: 0 % Runout Air Velocity: 22 ft. /min. Actual Winter Infil.: 0 CFM Actual Loss: 0.001 in.wg. /100 ft. Actual Summer Infil.: 0 CFM I Item UP- Ceil- 16B -38 34.4 X 1 34.4 0.026 1.8 62 Subtotals for Structure: 62 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 AED Excursion: Room Totals: 62 11 Lat 0 41 0 41 0 0 4 0 45 U, Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rnvac - ResfCentiai & Light COmmM191 RVAG Smith & Willis HVAC LLC Standard Pacffic Fireside Plan 5061 Paae 29 (Detailed RQpm_Loads - Room 13 - BR .3%0. Study ( Ave rag e Load Pr ocedure) 'G eneral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 197.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 197.0 sq.ft. Supply Air: 81 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.7 AC /hr Volume: 1,792.0 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 Winter Infil.: 16 CFM Actual Summer Infil.: 16 CFM M De script Area - U- Htg Sen Clg Lat Sen ion Q Value HTM Loss HTM Gain Gain N - Wall- 12F -Osw 12.1 X 9.1 109.7 0.065 4.5 492 0.7 0 81 E - Wall- 12F -Osw 2.7 X 9.1 242 0.065 4.5 109 0.7 0 18 S - Wall- 12F -Osw 2.2 X 9.1 19.7 0.065 4.5 88 0.7 0 14 E -Wall- 1 2F-Osw 9.5 X 9.1 66.3 0.065 4.5 297 0.7 0 49 S - Wall- 12F -Osw 17 X 9.1 154.4 0.065 4.5 692 0.7 0 113 E - GIs - Atrium shgc -0.33 0 %S 20 0.310 21.4 428 36.2 0 723 UP- C eil- 16 -38 197.3 X 1 197.3 0.026 1.8 354 1.2 0 236 Subtotals for Structure: Infil.: Win.: 15.8, Sum.: 15.8 AED Excursion: People: 200 Iat/per, 230 sen /per: Room Totals: 2,460 394 2.481 978 0.576 1 3,438 0 1,234 -342 227 180 200 230 -142 1,871 k .. - Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Item De scription E - Wall- 12F -Osw 5.7 X 9.1 E - Door -R6.2 Door 3 X 8 E - GIs - Atrium shgc -0.33 0 %S UP- Ceil - 1 613-38 111.3 X 1 Subtotals for Structure: Infil.: Win.: 2.1, Sum.: 2.1 AED Excursion: Room Totals: Y:\ ... \Fireside Plan 5061.rhv Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Rhvac - Residential & Light Commercial HVAC Loads 2 CFM Actual Summer Infil.: Elite Software Development, Inc. Area -U- Htg Sen Clg Smith & Willis HVAC LLC Quantitv Value HTM Loss HTM Gain Gain ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 Page 30 I -Detailed Room Loads - Rgom 14 - Entry (Avprage Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 111.3 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 111.0 sq.ft. Supply Air: 33 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.0 AC /hr Volume: 1,011.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Item De scription E - Wall- 12F -Osw 5.7 X 9.1 E - Door -R6.2 Door 3 X 8 E - GIs - Atrium shgc -0.33 0 %S UP- Ceil - 1 613-38 111.3 X 1 Subtotals for Structure: Infil.: Win.: 2.1, Sum.: 2.1 AED Excursion: Room Totals: Y:\ ... \Fireside Plan 5061.rhv Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 2 CFM Area -U- Htg Sen Clg Lat Sefr Quantitv Value HTM Loss HTM Gain Gain Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5081 Littleton, CO 80125 Page 31 Detaile Room Loads - Ro 15 - BR 2 (Average Load Procedure) Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Htg. & clg. 1 163.8 ft. 1.0 ft. 164.0 sq.ft. 9.1 ft. 1,488.0 cu.ft. 2 3.1 Occurrences: 1 -U- System Number: 1 Clg Zone Number: 1 D Supply Air: 76 CFM Supply Air Changes: 3.1 AC /hr Req. Vent. Clg: 0 CFM Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 14 CFM Item Area -U- Htg Sen Clg Lat Sen D Qu antity Val HTM Loss HTM Gain Gain' N - Wall- 12F -Osw 13.2 X 9.1 119.6 0.065 4.5 536 0.7 0 88 E - Wall- 12F -Osw 11.8 X 9.1 87.4 0.065 4.5 392 0.7 0 64 S - Wall- 12F -Osw 12.9 X 9.1 117.3 0.065 4.5 526 0.7 0 86 E - GIs - Atrium shgc-0.33 0 %S 20 0.310 21.4 428 36.2 0 723 UP- Ceil - 166 -38 1 - 63.8 - X 1 1 63.8 0.026 1.8 294 1.2 0 196 Subtotals for Structure: 2,176 0 1,157 Infil.: Win.: 13.8, Sum.: 13.8 344 2.480 854 0.575 -299 198 AED Excursion: 168 People: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 3,030 -99 1,753 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Area - Elite Software Development, Inc. Smith & Willis HVAC LLC Quantity Value . Standard Pacific Fireside Plan 5061 Littleton CO 80125 4.5 N - GIs - Atrium shgc -0.33 100 %S 8 0.310 Page 32 Detailed.Room'!.oads - Room - 16 - Bath 2 (Average Load Procedure) 1.8 General 0.581 -76 51 Infil.: Win.: 3.5, Sum.: 3.5 88 Calculation Mode: Htg. & clg. 867 Occurrences: 1 311 Room Length: 67.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 67.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.7 AC /hr Volume: 609.0 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 Infil.: 4 CFM Actual Summer Infil.: 4 CFM tem - - Area - - Description � Quantity Value HTM N - Wall- 12F -Osw 9.7 X 9.1 79.8 _ 0.065 4.5 N - GIs - Atrium shgc -0.33 100 %S 8 0.310 21.4 UP- Ceil - 1613-38 67.1 X 1 67.1 0.026 1.8 Subtotals for Structure: 0.581 -76 51 Infil.: Win.: 3.5, Sum.: 3.5 88 2.483 AED Excursion: Room Totals: Y:\ ... \Fireside Plan 5061.rhv _ Loss HTM ..., ---- Gain - 358 0.7 0 59 171 11.4 0 91 120 1.2 0 80 649 0 230 218 0.581 -76 51 30 867 -76 311 Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Smith & Willis HVAC LLC C Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 Detail Roo - Room.1.7 - ,Dining /Op S tudy 2.(Ayerpga 4pad Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 45 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.7 AC /hr Volume: 1,581.0 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 Infil.: 5 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Descr�i ti Qu antity _ __ HTM Loss HTM Gain _ G _ N - Wall- 12F -Osw 14.5 X 9.1 _ 101.7 _V alue 0.065 4.5 456 0.7 0 75 N - GIs - Atrium shgc -0.33 100 %S 15 0.310 21.4 321 11.4 0 171 N - GIs - Atrium shgc -0.33 100 %S 15 0.310 21.4 321 11.4 0 171 UP- Ceil- 16B -38 174 X 1 1 74 0.026 1.8 312 1.2 0 208 Subtotals for Structure: 1,410 0 625 Infil.: Win.: 5.3, Sum.: 5.3 132 2.484 327 0.577 -114 76 AED Excursion: 99 Peop le: 200 lat/per, 230 sen /per: 1 200 230 Room Totals: 1,737 86 1,030 Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5061 Littleton. CO 80125 Page 34 M ailed .Room, l• pads:- Room 18 - Kitchen /Nook (Average Load Procedure) Area -U- Htg Sen Clg Lat Stn Calculation Mode: Htg. & clg. Value Occurrences: 1 HTM Room Length: 410.7 ft. System Number: 1 4.5 Room Width: 1.0 ft. Zone Number: 1 260.6 Area: 411.0 sq.ft. Supply Air: 197 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.2 AC /hr Volume: 3,730.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 0 Actual Winter Vent.: 0 CFM 0.310 21.4 321 Percent of Supply.: 0 % N - GIs - Atrium shgc -0.33 100 %S 15 0.310 Actual Summer Vent.: 0 CFM 0 171 N - GIs - Atrium shgc -0.33 100 %S Percent of Supply: 0 % 321 11.4 0 Actual Winter Infil.: 19 CFM 0.310 21.4 513 Actual Summer Infil.: 19 CFM (i) Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Area -U- Htg Sen Clg Lat Stn L Item DescrRtot'lo Quantity Value HTM Loss HTM G ain Gain W -Wall- 1 2F-Osw 12.8 X 9.1 86.5 0.065 4.5 388 0.7 0 64 N - Wall- 12F -Osw 32 X 9.1 260.6 0.065 4.5 1,169 0.7 0 191 S -Wall- 1 2F-Osw 8.4 X 9.1 52.5 0.065 4.5 235 0.7 0 39 W - GIs - Atrium shgc -0.33 0 %S 15 0.310 21.4 321 36.1 0 542 W - GIs - Atrium shgc -0.33 0 %S 15 0.310 21.4 321 36.1 0 542 N - GIs - Atrium shgc -0.33 100 %S 15 0.310 21.4 321 11.4 0 171 N - GIs - Atrium shgc -0.33 100 %S 15 0.310 21.4 321 11.4 0 171 S - GIs - Atrium shgc -0.33 0 %S 24 0.310 21.4 513 18.1 0 434 UP- Ceil - 1 613 -38 410.7 X 1 410.7 0.026 1.8 737 1.2 0 4 91 Subtotals for Structure: 4,326 0 2,645 Infil.: Win.: 19.3, Sum.: 19.3 484 2.482 1,200 0.575 -420 278 AED Excursion: 438 Equipment: 0 1,2 Room Totals: 5,526 -420 4,561 (i) Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM Rhvac - 1esldential & Light Commercial HVAC Loads Smith & Willis HVAC LLC Littleton, CO 80125 F ,'Ws _ tem 1 Room L oad Summar Htg Room Area Sens No Name SF Btuh -- -Zone 1 1 Rec Rm 2 BR 4 3 Bath 4 4 Mech/ Unf Stor 5 Master Bedroom 6 Master Bath 7 WIC 8 Great Room 9 Laundry 10 Mud Room 11 Bath 3 12 PR 13 BR 3 /Opt Study 14 Entry 15 BR 2 16 Bath 2 17 Dining /Opt 7,7,7 Study 2 18 Kitchen /Nook ■ Elite Software Development, Inc. Standard Pacific Fireside Plan 5061 - -- - -- - - Page 35 Min Run Run - Clg !- Clg Min Act Htg Duct Duct Sens Lat Clg Sys CFM Siz Vel Btuh Btuh CF M CFM 1,198 7,288 146 7,7 1,145 -138 64 146 240 2,239 45 7 709 -53 39 45 59 450 9 4 15 -10 1 9 1,010 6,647 133 7,7 189 -138 11 133 311 4,461 89 7,7,7 3,719 -134 207 161 235 2,200 44 7 933 -188 52 44 121 2,315 46 6 595 -261 33 46 430 6,148 123 7,7,7 4,689 -308 261 203 67 690 14 4 207 -71 12 14 134 833 17 4 366 -29 20 17 44 787 16 4 - 205 -88 11 16 34 62 1 1 1-4 22 45 0 3 2 197 3,438 69 6,6 - 1,871 -142 104 81 111 921 18 5 767 -45 43 33 164 3,030 61 6,6 1,753 -99 98 76 67 867 17 4 311 -76 17 17 174 1,737 35 5 1,030 86 57 45 411 5,526 111 7,7,7 - 4,561 -420 254 197 Humidification 2,151 System 1 total 5,007 51, - 993 23,111 -2,114 1,285 1,000 System 1 Main Trunk Size: 25x10 in. Velocity: 577 ft. /min Loss per 100 ft.: 0.031 in.wg Duct size results above are from Manual D Ductsize except where indicated otherwise. 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. I Indicates duct sized with Rhvac's built -in duct sizing rather than with Manual D Ductsize. Co oling System Summa Cooling Sensible /Latent Sensibl Latent To, L Tons Split Btuh Btuh Bt' Net Required: Actual: [Equipment Data _ Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Y:\ ... \Fireside Plan 5061.rhv 1.93 - 110%/-10% 23,111 -2,114 23,111 2.28 100%/0% 27,400 0 27,400 Heating System Cooling System Natural Gas Furnace Standard Air Conditioner 59SC2B080S17--16 CA13NA030 * * * *(A,B) CNPV *3617A * * +TDR Carrier 13 SEER PURON AC Natural Gas or Propane Furnace 92.1 AFUE 13 SEER 75000 n/a n/a n/a 27400 27,400 Btuh 0 Btuh 4541072 Tuesday, January 28, 2014, 9:58 AM Rhvac - Residential & Light Commerclal HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC ■ Standard Pacific Fireside Plan 5061 Littleton, CO 80125 Page 36 Baifdina Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces East At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called "Always use Auto for System Air Type for Building Rotation Report." [Individual Rooms Rm. Room No. Name System 1: Zone 1: 1 Rec Rm 2 BR 4 3 Bath 4 4 Mech/ Unf Stor 5 Master Bedroom 6 Master Bath 7 WIC 8 Great Room 9 Laundry 10 Mud Room 11 Bath 3 12 PR 13 BR 3 /Opt Study 14 Entry 15 BR 2 16 Bath 2 17 Dining /Opt Study 2 18 Kitchen /Nook I 00 45 90 135 — - 180 - 225° 270 - - 315° High Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot, Duct CFM CFM CFM CF M CFM CFM CF M CF *146 146 146 146 146 146 146 146 7,7 *45 45 45 45 45 45 45 45 7 *9 9 9 9 9 9 9 9 4 *133 133 133 133 133 133 133 133 7,7 *207 170 122 165 192 182 144 194 7,7,7 52 61 63 53 44 53 63 *63 7 *46 46 46 46 46 46 46 46 6 *261 201 130 190 236 212 158 231 7,7,7 *14 14 14 14 14 14 14 14 4 *20 19 18 18 18 18 18 20 4 *16 16 16 16 16 16 16 16 4 *3 2 2 2 2 2 2 2 1 - -4 *104 93 74 88 94 82 69 89 6,6 *43 37 26 35 39 31 22 34 5 *98 87 68 82 88 76 61 83 6,6 17 23 *27 24 19 24 27 24 4 57 80 *93 84 63 84 93 82 5 254 266 253 254 231 263 265 *283 7,7,7 * Indicates highest CFM of all rotations. [ Buildin Rotation Front door Degrees Faces 00 East 45 0 Southeast 90 0 South 135 Southwest 180° West 225 Northwest 270° North 315 Northeast * Indicates highest value of all rotations. Y:\ ... \Fireside Plan 5061.rhv Supply Sensible C FM - - -- Gain - *1,285 - *23,111 1,193 21,454 1,003 18,027 1,139 20,478 1,171 21,052 1,181 21,236 1,057 19,012 1,275 22,920 C Tuesday, January 28, 2014, 9:58 AM Net Latent Gain_ Tons – * -2,114 - *11.93 -2,114 1.79 -2,114 1.50 -2,114 1.71 -2,114 1.75 -2,114 1.77 -2,114 1.58 -2,114 1.91 C Tuesday, January 28, 2014, 9:58 AM FR - vac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Smith & Willis HVAC LLC . Standard Pacific Fireside Flan 5061 Littleton, CO 80125 Page 37 B: in Rotation Report (co nt'd) Building Rotation Tonnage IM ig: 0 0 cg 1.7 t ..... 1.E 1.5 East Southeast South Southwest West Northwest North Direction Front door Faces -� Building Net Tonnage Y:\ ... \Fireside Plan 5061.rhv Northeast ( - ::iO Tuesday, January 28, 2014, 9:58 AM ritial & Light Commercial HVAC Loads Elite Software Development, Inc. MC LLG Standard Pacific Fireside Plan 5061 125 Page 38 [Building Rotation RPOO1 Cr.o Building Rotation Hourly Net Gain 1 22,00 � 21,0m ~ oo/mu ' 1*/mot. 1o/mo /r/mo1 1o,0oo Sam Sam 10am 11 am 12 vm 1 P unm onm 4nm snm opm rnm Time vfDay --�--' pmmovu,m000sao --�— Front door faces Southeast -- Front door faces South --�°-- Front door faces Southwest --°-- Front door faces West --�-- Front door faces Northwest -- Front door faces North --~--' Front door faces Northeast Tuesday, January 28, 2014, 9:58 AM 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