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3889 Taft Court
,P-6/70j`--� 3?>3 3 En IN0N i�EC-Q INSPECTION ONLINE FO:!.-htt ://www.ci.wheatridge.co.us/inspection INSPECTION REQU _ ovoo Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type 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 Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter e Do Not Pour Concrete Prior To Annroval Of Thp hnva i .- ,.#;, Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not Cover Under round or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Mid -Roof 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 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 - PleasP hP ciira that mi i h ins f by the Building Division. g pec ions are completed from the Fire District and electrical low voltage Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge " Residential Roofing PERMIT -201705933 PERMIT NO: 201705933 ISSUED: 08/11/2017 JOB ADDRESS: 3889 Taft CT EXPIRES: 08/11/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Armorshield IIasphalt shingles - 55 sq *** CONTACTS *** OWNER (203)550-1464 PETERMAN HELEN SUB (720)276-8615 Denis Koval 150246 Global Construction LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,135.00 FEES Total Valuation 0.00$ Use Tax 296.84 Permit Fee 283.55 -- ** TOTAL ** 580.39 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. w*�4( PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705933 201705933 3889 Taft CT ISSUED: 08/11/2017 EXPIRES: 08/11/2018 Residential Re—roof to install GAF Armorshield IIasphalt shingles — 55 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all wor to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of R or <055TTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issu�grantyif a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicab e"'"r re udat'n of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 20(7o q�� From: no-reply@ci.wheatridge.co.us Sent: Monday, August 7, 2017 8:41 AM To: CommDev Permits C Subject: Online Form Submittal: Residential Roofing Permit Application Q Categories: Dane 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 residential roof? 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 3889 Taft Ct Helen Peterman 203-550-1464 Field not completed. .=5 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 1. to City Hall to submit an application in person. Permits are processed and issued in QO 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 r - 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 r \ 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 residential roof? 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 3889 Taft Ct Helen Peterman 203-550-1464 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. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business Global Construction LLC Name Contractor's License 150246 Number (for the City of Wheat Ridge) Contractor Phone 303-757-2480 Number Contractor Email Address ERIC@GLOBALCONSTRUCTIONCOLORADO.COM Retype Contractor Email Eric@GlobalConstructionColorado.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Gaf ArmorSheild II WeatherWood Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 55 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 55 (pitched + flat) of all z roofing material for this project Provide additional detail House here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract -Bsoo— value or cost of ALL t �� materials and labor) ( �3 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 Denis Koval Email not displaying correctly? View it in your browser. 3 w . N-Glabal Constwianic 57nFd�sitEvaaltAY13 y: vt wtmanMAIM- fastfeawl?"w Omer. Colorado 80222 RwlvrsitLatre %"balk. WE *am 111 am 3113-757-24M - Fax 303-593-2535 .µ;...0 _ _: Pdkv # PCM025-PC2175Z2 Email: BENEUL CONTRACTORS LICENSE At UC244521- CLASS E NA6lE GLOM CONSI'LTANT Gt#iAi # POLICY 1t INSURANCE COMPANY t3 " 21P PHONE FAX PHONE PHONE— EMAIL 9dA1L �1Le 2t(, E'iPV<- DATE OFLOSS fSTORM DATE TIME (EAR OFF EXISTING ROOF DOWN TO THE DECK. INSITRANCE CONTINGENCY AGREEMENT - This esumate INSTALL NEW FELT / UNDERLAYMENT TO MANUFACTURER SPECIFICATIONS. '�` �� does not obligate the Homeowner or Global Construction in any way unless it is a ti su ee Company Dna accepted al Gloori2s. �}+ INSTALL NEW ROOFING SYSTEM TYPE � � , i � c � " n. By sd ut B this agreement, the hon'eowner authorizes -SYSTEM &t � + n _Construction. Global Construction to pursue the homeouner's best interest for a roof SHINGLE MANUFACTURER COLOR replacement or repair at a price agreeable to the insurance company and to Global Construction with no additional cost to the homewAT= v=pt RIDGE TYPE VALLEY TYPE-OPEN1ClDSED W -VALLEY for the deductitle, when the insurance company and Global Construction agree upon a price, drat price will became the final contrast ; )ISTALL NEW METAL EDGING "DRIP EDGE* ON ENTIRE ROOF PERIMETER - COLOR TO MATCH ROOFING SYSTEM. pare and Global Construction %Z receive ante praceeds for the j � �(lnitial) work completed byGlobai Construction. — INSTALL NEW LOW PROM VENTS & PIPE BOOTS. PAINT TO MATCH ROOFING SYSTEM. 'ICE & H2O SHIELD" - VALLEYS, CHIMNEYS, SKYLIGHTS, AND EVAPORATIVE COOLERS. acre al, w� above specifications and subject to proposetoand above an this to conditions found above antttis proposal. ❑ 6 NAIL SHDIGLES. Fa i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ` INSPECTION NOTICE Inspection Type: DSI OF Job Address: Y TA FT C7" Permit Number: ❑ No one available for inspection: Time % �`_) M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 r Date: i U' l inspector: DO NOT REMOVE THIS NOTICE A = CITY OF WHEAT RIDGE Building Inspection Division s (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: lq4 'T-- �) Job Address: Y Permit Number: 3 3 ❑ No one available for inspection: Time Re -Inspection required: Yes ` Np) When corrections have been made, call for re -inspection at 303-234-5933 Date: h C 1 Inspector: ) Ilf��,1 DO NOT REMOVE THIS NOTICE City of Wbeat Ridge Municipal Building 7500 W 20 Ave, Wbeat Ridge, CO 80033-8001 P: 303.235.2855 F: 301237.8929 January 12'h, 2016 Owner/Occupant 3889 Taft Ct. C* TOV-3 RE: Previouslv newnitted nroject ntm,"vail 01 NEE%= This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge '-i Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Buildinp,, Division's document retention "lie are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval, CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7:30 a.m, and 3:30 pm., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Melissa Mackey Senior Pennit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www,ci.wheaIddge.co.us www.ci.whe.atrIdge.co.us XFUNITY Contiect MEMO= Truss Repair / 31416032 3889 Taft From :Jason Moore <Jason.Moore@PR08U1LD.O0M> Subject: Truss Repair 131416032 / 3889 Taft To : rbrock2909@comcast.net Frorn: ecans@)probuddxom (tiiaRto:scansooprobuid,cor] Sent. Tuesday, June 09, 2015 9.58 AM To: Moore, Jason Subject. Flessage from KM-C4S4P Page I of I Tue, Jun 09, 2015 W55 AN e '11 attachmeni CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recjpient(s), Any review or use Dy others is strictly prohibited. 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Moore, Jason Subject: Message from KM_C454e Page I of I rbrock2909@comcast,ne Font Size, Vied, Jun 10, 2015 0432 Pfv -,I >'l attachment CONFIDENTIALM NOTICE: This emaii may contain confidential and privileged rnaterW for the We use of the intended recipient(s), Any g review or use, by others is strictly prohibited. Any distribution or disidosure by or to others is stdcdy. prohibited, If you have received this communication m erres', please notify the sender irnmedeiteiy by e-mail and delete the message and any file attachments from your Computer, SKMjC4S4e15061015320.pdf 1 MB httpw /14ch.mai I eomea,,,,tnet/7-imbia/h/printme-,�,gati e','id= I 52/420&�tz=,Ametict/Deiiver&,xi,. 6/1 V2015 Ciao, 20 $ZZ,014 P*0 W4 e k zo r v,lt ls 504�4 Y T t THIS RFPAIR TYPICAL ALSO FOR WEB 8-25 s TRUSS A6. AND WEB 4-10 OF TRUSS D2. a,f T,, 4(t, n t x, 21 V P ase V F 44 twc L 2x4 FULL LENGTH TO ONE SIDE OF CRACKED TB 6-24 Eat/ 1003"O.C.STAGGERED THRUOUT. a1?- s.11 14 1, k., Pulte Offx6m 0-tt 3,10,0 1^;.17 0,10,0 121. [15 0, 5 15 Edge, [22 0 3,8,E e"1, 323,0 125 0�7,12,0,4,0,1 1 OEFL 4% � t-det Lic ,,0AVNG qnfi SPACING 141�1 C&I oc PLATES GRIP -'L�. 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EFNT Buildin i 7500 Ridge, CO OM Office, 3"5-2M 30-237-8029 r# i Complete all information on BOTH skies of this form Rev, 02/2014 l e - 7 Address.- 70:1"('i 1 0011 C4- Doud Subdivision, Filing 2, Lot #: I- q Applicable survey conditions: FND (survey at foundation) NR S (survey prior to CO, ifwithin 2 feet of setba DOUDI (landscaping) DOUD2 (setbacks) Lot Size: sq Required Provided 20 ft 1 2 Driveway review considerations: U Driveways cannot exceed 24' in wid] Stan dard •. t. • �"• »E = • ,Main Floor $278,613.16 1 IFull Infinished Basement $38,760.0 'Cov A " i! en ded Covered •. s Drainage: a. Drainage Letter & Plan required. b. Site drainage/grading plan have been reviewed and are: 2. _V Yes No refer to 0K refer I s tipulations tipulations No — Completed No — Completed No — Completed No — Completed 3, Does all existing roadway/alley R.O.W. meet the standards of the City: -*/ Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, su ject to the stated requirements and/or attached stipulations, :Agnat�ure� _Da 5 NIA NOT APPROVED. The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason( s): David F. Brossinan, P.L.S. Datt� 6 __ Stipulations: 7e A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE 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. Burgle Family Devefol3went Review P rocess i ,. S 1 00A0 (Required of all projects for document processing) $50.00 .tart retal tsl�t -' I eee eeso e Review of existing or mini aal technical documents:—__ ... $200.0 e Initial review' of "technical civil engineering documents (Fee includes reviews of the I' and 2 W submit tals): .. $600.00 e Traffic Impact Study Review Fee: (Fee includes reviews of the I and 2' submittals):__.... .... 0 . e Trip Generation Study Review Fee: $200.04 e G & M Manual Review SSA Recording Fee— 104.4fd Each Application will be reviewed by staff once and returned t r changes, If after � °eview 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 Resub ittal pees: li eSubmitt l Fees. 3' submittal ('A2 initial review fee):.. .... ......... ......... .................. $300.00 5 0 sub 'ttal fu l initial review fee): .... ......... ......... WOO All subsequent submittals .:....... ......... 600.01 (Full initial review fee) 5 TOTAL REYIEW FEES # (due a t titne of B uilding f: ft i PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THE TILL BE ADDITIONAL Ial lEN r NG D PERMITTING FFFS REQUIRED FOR CONSTRUCTION OF IMP ICI I III bIT 'ITIIII� PUBL FIGHT- CIF -WAS". 1v° " , (i. 1 'bCatridge, o,to F1 City Of Wheat Ridge Municipal Building 7500 W, 29'h Ave, Wheat Ridge, CO 800334001 P: 3 01235,2861 F: 303.235.2857 7 0T ROVEMENTS RESTORAT110M DATED: -2v-24�0 ADDRESS: [echanical Contractor r� . 0 . • '* . 0 • ♦ # -00 F W =- -Z.. a IzAgj�gwg I � KOLIO 303-759-8100 Fax303-756-2920 WNW-agwassenaarcom January 31, .;2014 As requested, we have performed a soil and foundation*udpat the subject site. The purpose of our study was to observe subsurface conditions encountered and to recommend geotechnical gn criteria for the design and construction • the foundation for the proposed residence. This letter presents a summary of our findings and recommendations. glum #1 #]K#1 agg a tom In rt 1 V4 ##r. 1ITTIFIRIZI a 1*1*111 SIVILTIOURM A R M VMKMI�� Project Number 135275 January 31, 2014 Page 2 I WON i I TOUTing 7773730115 5FIMIT11MM-7 MTf rWR M w -a bearing on suitable materials as anticipated for design purposes. The foundation walls backfilled with on-site materials should be designed for a lateral earth #1 Project Number 135275 January 31, 2014 Page 3 slab movement, stabs supported by the expansive subsurface materials should be constructed using the following criteria: ANT M ;Mrtq]A qlab; 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 N.f necessary. We are available to provide further consultation regarding basement slab performance risk assessments. The crawl space ground surface should be sloped to the perimeter drain system, Trenching • Lk During construction, the crawl space area should be checked for standing water • very moist condons, construction debris, and other deleterious materials, If these conditions exist, the area should be evaluated and mitigated, as necessary. M �Ico � Inc. Project Number 135275 January 31, 2014 Page 4 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 If water rises above the inlet pipe(s) , a pump should be installed (if not originally equipped) or maintenance should be performed • the existing pump. RM�M r The wetting ot tounaation soils an*/or oe*roc& TIMOR T carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: 1. 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 maintained in such a manner as to provide for positive surface drainage aw from the foundation. At completion of construction, we recommend a minimu IU fall away from the foundation of • inches in the first 5 feet. This slope should continuous across the backfill zone. • Standard Pacific of Colorado, Inc. Project Number 135275 January 31, 2014 Page 5 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. 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. R 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 FONT (1.e. I lZ � ` r 3. 3 OR 4= -INCH DIAMETER RIGID PERFORATED PVC PIPE. (ASTM D272O MINIMUM SCHEDULE 20), OR AN \ APPROVED SUBSTITUTE FOUNDATION 4. GRAVEL SPECIFICATION: 2" MINUS WASHED WALL ROCKIGRAVEL, POORLY GRADER 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 BACKFILL NON -WOVEN GEOTEXTILE FILTER FABRIC (MIRAFI 14ON OR EQUIVALENT) PLACED OVER ENTIRE WIDTH OF DRAIN GRAVEL. DRAIN GRAVEL _ (SEE NOTE ) 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 BACKFILL l � SLOPE TO 8 DRAIN PIPE _ (SEE DOTES #2 & 3) DRAIN MINIMUM AT LOCATION OF HIGH POINT, ESTABLISH BOTTOM OF DRAIN DO NOT EXCAVATE PIPE AT LEAST 4" BELOW WITHIN 1:1 LINE BOTTOM OF FOOTING OR PAD EXTENDING DOWN AND AWAY FROM CREATE MINIMUM 4" PATHWAYS THROUGH EDGE OF FOOTING OR UNDER THE FOOTING WITH SOLID PCV PIPE (NOTE ) OR FOUNDATION VOID MATERIAL. THE PATHWAYS SHOULD BE NOTE: NOT TO SCALE BENEATH EACH WINDOW WELL AND AT assena r APPROXIMATE 15 FOOT INTERVALS AROUND THE FOUNDATION ootechnicat and Envdtonmantai Gonsuttants FOOTING FOUNDATION DR t FTG I INT - SOG MTF TYPICAL INTERIOR FIGURE 1 JULY 2010 DRAIN DETAIL Number of active trunks. NumW of active runouts: 31 30 APPROVED Su t 10 I InSpedion Total runout outlet airflow: 1, Main trunk airflow: 1,098 Wheat Rid Largest trunk diam 18.6 SMT-100 o B uiiin DetW k Largest runout diameter.. 6 SR-260 t ry Flee "peer sliest #rank diamete .? 1� Sm a ll est runout di ameter. 3 S R - 130 Supply fen externa static pressure: 0.800 S upply fan device pressure los 0.300 Supply fan static pressure available: ti. t 3 Runout ma ximum cumulative static pressure loss: OA7 SR-370 Return lass added to supply. 0.113 Total effec tive l ength of return (ft. 472.7 Lour Tota effec tive length of supply( ft.): 268.9 R - 370 O ve rall total e ffectiv e length ft,. 741.7 Low to S R ,3 70 Design overall friction rate per 100 ft.. 0.067 (Avail S P x 100 L Furnace Neat Rise -- Used 58 Degrees on Progra g ap 4 P° SPECIFICATIONS i! IE �F i VE i! a `i J�MFYt 4 s « + » 1 ea SAM Um wam a M � PERFORNLANCE DATA ( ut) Sensible Heat Gain = 24583 BTUs AC Delivers 2790 BTUs with sensible plus 2 latent 24583/27190 =.904 or 9. over EVAPORATOR , 1 115 Im w * * `ears °• { .'A13 A0J6I. *p, Outdoor With CAP } ., Sensible Heat Gain = 24583 BTUs AC Delivers 2790 BTUs with sensible plus 2 latent 24583/27190 =.904 or 9. over I °3 4 C + fi *n.� (�} 0 0 3 Z� w i # it w 9 M kt' 17 �. Z - V CL y am.. Y (J) 9 NTI I °3 4 C + fi *n.� (�} 0 0 3 Z� w i # it w 9 M kt' I °3 4 C + fi *n.� (�} 0 0 3 Z� w it CS I °3 No b ..... . . . ...... . .... . I ...... ...... ... - --------- ----- - pp S to z. '901im -- - - - -- ------------ --- --- - ----- ----- .. .. ...... . . .. . . ............. . .. ....... ....... ... ............. .. .. . . ...... . ....... ......... . .. ...... -------------- Project Title: Standard Pacific Fireside Plan 5062 Designed By: Bob Guenther Project Date: Monday, February 17, 2014 Client Name: Standard Pacific Company Name: Smith And Willis Heating And Air LLC Company Representative: Bob Guenther Company Address* 8450 Rosemary Company City: Commerce City, CO 80022 Company Phone: (303)688-4487 -102 Company E-Mail Address bob@smithandwillis,com Reference City: Wheatridge, Colorado Building Orientation: Front door faces Northeast Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5476 t Altitude Factor: 0.817 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Cdr v Bulb Differenc e Winter: 1 0.21 81% 30% 70 34.16 Summer: 91 59 15% 50% 75 -39 Total Building Supply CFM: 1,100 CFI Per Square ft.: Square ft. of Room Area: 5,507 Square ft. Per Ton: 2,909 Volume (ft3) of Cond. Space: 53,005 Total Heating Required Including Ventilation Air: 48,227 Btuh 48.227 MBH Total Sensible Gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) = I Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual ,18th 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, YA.,.\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM ............. y qq w° tn ° M """^ ; ,* mn n y . tt ^ t ry ` ���i YF+> t t '�t`�` A�� 1 t t y +f�1 � he' *�(���i Iola: isqellqnequs!3�y �g yam¢ Winter. 1 0.21 30 °rte 70 4.16 Summer: 91 59 15% 50% 75 -39.04 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./l 00 t 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height. 0 in. 0 in. Maximum Height: 0 in, 0 in. Winter Summer Infiltration Specified: 0.200 AC/hr 0.200 AC/hr 95 CFM 95 CFM Infiltration Actual: 0.279 AC/hr 0.279 AC/hr Above Grade Volume: X_ 28 403 Cuft. X 2 Cu.ft. 7,921 Cu,ft./hr _8403 7,921 Cuft./hr X 0.0167 X 0.0167 ii Total Building Infiltration: 132 CFM 132 CFM Total Building Ventilation: 0 CFM 0 CFM - __ System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.39 = (1.10 X 0.817 X 16.00 Summer Temp. Difference) it itiltration & Ventilation Latent Gain Multiplier: -21.70 = (0.68 X 0.817 X -39.04 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.04 = (1.10 X 0.817 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0,200 AC/hr (95 CFM) Summer Infiltration Specified: 0.200 AC/hr (95 CFM) — — - - - -- .w Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM a Scope tleta Rec ft.y TO To /TO _,_,w... _ m . r_ a Areal t_..._.._ Sen� Gain La Gain ... 7et Sen I oss tg �F]M Sys Sys M Gl �... Du Size Building 2.05 2.05 2,688 5,507 4 „583 -1,865 24,583 .... 48,227 925 1,'100 - :. 1,100 System 1 2a 05 2.05 2,688 5,507 24,583 -1,865 24,583 48,227' 925 1,100 1,100 25x12 Humidificatio 1,797 Zone 1 5,507 24,583 -1,865 24,583 46,430 925 1,100 1,100 12x15 s 1 -Rec Room 839 1,104 -90 1,104 4,582 91 49 91 7,7 2 -Rath 4 52 9 7 9 284 6 0 6 3 -SR 4 196 469 -18 469 1,100 22 21 22 6 4 -unf basement 1,664 1,903 -225 1,903 10,606 211 85 211 6,6,6 5 -Great Room 246 2,893 -216 2,893 4,342 87 129 129 7,7 i 6- Kitchen/ ack 484 5,067 -275 5,06'7 4 „244 85 227 227 8,8 ; 7- 173 955 -112 955 1,470 29 43 43 7 8- Master RR 306 3,702 -223 3,702 4,926 _98 166 166 '7,7,7 9 -WC 19 74 - 74 269 5 3 5 3 10- Master Rath 291 1,102 -118 1, 1,659 33 49 49 5,5 i 11 -WI 226 -67 226 656 13 10 13 4 12 -BR 2 196 1,575 `5a4 1,575 2,556 51 70 70 6 p 13 - Rath 2 44 59 0 59 80 2 3 3 3 14- Laundry 94 470 -113 470 1,431 9 21 4 15-BR 179 1,208 94 1,302 1,439 29 4 54 7 16-Bath 3 60 430 -83 430 855 17 19 19 4 1 17 -PDR 52 69 0 69 93 2 3 3 3 I 18 -Study 150 1,973 -68 1,973 2,914 58 88 6, 19 -Entry 9 815 -184 815 1,885 8 36 38 5 20 -Hall 276 481 -74 481 1,039 21 *2 22 5 1 E Sure of room airflows may be greater than system airflow because F � system room airflow o tion uses he reste of he ad er co ling. i i i Y:\ ... \Plan 5062.rhv Tuesday, February 16, 2014, 3:19 PM -- -Du Name. S T - 100, F ee ds Into: Unf basement, Fitting: 1 -01, Effective Length. 147.6 Trunk 0.0003 18.6 527 0.000 Z Up: Fan 55 25 0.022 0.003 Rect 0.8 12 146.7 0333 Presize 1,098 5.1 0.354 0.446 -- -D Name: ST -110, Feeds Into. Unf b asement, Effective Length: 3.7 ? Trunk 0.0003 15.2 307 0.080 Up: SMT -100 128 20 0.010 0.000 , Rect 31 10 0.0 0.000 Presize 427 18.3 0.354 0.446 - - -Duct Name: ST -120, Fee Into® Unf basem Effective Length: 2.5 Trunk 0.0003 18,6 322 0.000 Up. SMT -100 55 25 0.000 0.000 Rect 2.5 12 0.0 0.000 Presize 670 15.4 0.354 0.446 -- -Du N ame, - 100, Suppli Ma BR, Fittings. 2 -1, 4 -M, Effective Length. 42 > 8 Runout 0.0003 7 206 0.000 Up. ST -130 55 5.4 0.012 0.005 Rnd 2.7 7.7 40.2 0.005 Presize 55 4.9 0345 0.455 t -- -Duct Name. SR -110, Suppl Master BR, Fitting 2 -1, 4 -G, 8 -A2, 8 -A2, Effective Length. 78.8 Runout 0.0003 7 206 0.002 Up. ST -300 55 5.4 0.012 0.008 Rnd 14.2 71 64.6 0.000. Presize 55 26 0.340 0.460 5 -- -Du Name: ST - 130, Feeds Into: Unf basem Effective Length: 0.8 Trunk 0.0003 6.7 198 0.000 i Up. ST -390 55 4 0.014 0.000 Rect 0.8 10 0..0 0.000 Presize 55 1.9 0.350 0.450 -- -Duct Name: SR -120 Suppl Faster BR, Fittings. 2 -1, 4 -G, Effective Length: 73.6 Runout 0.0003 7 206 0.002 3, Up. ST -270 55 5.4 0.012 0..007 Rnd 16,0 7.7 57.6 0.009 Presize 55 29.3 0.341 0.459 --Duct Name: ST -140, Feeds Into. Unt basement, Effective Length: 4.8 � Trunk 0.0003 12.9 142 0,000 Up: ST -270 55 14 0.003 0.000 Rect 4.8 10 0.0 0.000 Presize 138 19.3 0350 0.450 Y:1 ... \Plan 5062.rhv Tuesday, February 18, 2014; 3:19 P -- -Duct Name: SR -130 Supplies: WC, Fittings: 2-1,4-G, Effective Length: 27.2 Runout 0.0003 3 102 0.001 Up: ST -290 123 2.4 0,010 0.001 !' Rnd 11.8 3.3 15,3 0.003 t Presize 5 9.3 0.348 0.452 4._ -Duct Name: ST -159, Feeds Into: Unf basement, Effective Length: 1.5 Trunk 0.0003 15.2 285 0.000 Up: ST -290 55 20 0.009 0.000 Rect 1.5 10 0.0 0.000 Presize 395 7.5 0.351 0.449 - -- Duct N ame: «140, Supplies: Master Bath, Fittings: 2 -1, 4 -H, Effective Length: 40.5 } Runout 0.0003 5 183 0.002 Up: ST -100 55 3.9 0.015 0.004 Rnd 15.0 5.5 25.5 0.005 I Presize 25 19.6 0.348 0.452 -W -Duct Name: SR -150, Supplies: faster Bath, Fittings: 2-1,4-H, Effective Length: 40.5 S Runout 0.0003 5 183 0.002 Up 55 19 0.015 0.004 Rnd 15.0 5.5 25;5 0.006 Presize 25 19.6 0.346 0.454 -- -Duct Name: ST -160, Feeds Into: Unf basement, Effective a Length: 3.3 Trunk 0.0003 15.2 415 0.001 Up, ST -350 55 20 0.019 0.000 Rect 33 10 0.0 0.001 Presize 577 16.7 0.351 0.449 -- -Duct Herne: SR-1 60, Supplies: WIC, Fittings: 2 -1, 4-G, Effective Length: 47.3 Runout 0.0003 4 149 0.002 Up: ST -110 128 3.1 0,013 0.004 Rnd 16.2 4.4 31.1 0.006 i Presize 13 16.9 0.348 0.452 -- -Duct blame. ST -170, Feeds Into: Unf basement, Effective Length: : 2.8 Tank 0.0003 15.2 298 0.000 Up: ST -110 128 20 0.009 0.000 Rect 2.0 10 0.0 0.000 Presize 414 10 0.354 0.446 -- -Duct Name: SR -170, Supplies: BR 2, Fittings. 2 -1, 4 -G, Effective Length. 56.5 Runout 0.0003 6 178 0.002 Up; ST -400 55 4.7 0.011 0.005 ' Rnd 16.2 6.6 40.3 0.006 Presize 35 25.4 0.347 0.453 YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Duct Name: ST -180, Feeds Into: Unf basement; Effective Length. 2.0 Trunk 0.0003 15.2 235 0.000 Up: ST -190 55 20 0.007 0.000 Rect .0 10 0.0 0.000 Presize 327 10 0.353 0.447 -- -Duct Name: ST -190 Feeds Into: Unf basement, Effective Length: 0.7 Trunk 0.0003 152 235 0.000 Up: ST -400 55 20 0.007 0.000 Rect 0.7 10 0.0 0.000 Presize 327 3.3 0.354 0.446 -- -Duct arise: ST -200, Feeds Into: Unf basement, Effective Length. '9.3 Trunk 0.4003 152 210 0.001 Up: ST -180 55 20 0.006 0.000 Rect 9.3 10 0.0 0.001 Presize 292 46.7 0353 0.447 -- -Duct Name. SR -180, Supplies: 8 R >2, Fittings: 2 -1, 4 -H 8-A2, 8-A2, Effective Length. 69.0 Runout 0.0003 6 178 0.003 Up: ST -180 55 43 0.011 0.005 Rnd 23.2 6.6 45.9 0.008 Presize 35 36.4 0346 0.454 ___Duct Name: SR -190, Supplies: Study, Fittings': 2-1,4-G, 8-A2,8-A2, Effective Length: 72 »6 Runout 0.0003 6 224 0.003 Up: ST-220 55 4.7 0.017 0.009 Rnd 18.3 6.6 54.2 O.Of 2 Presize 44 28.8 0.337 0.463 -- -Duct Name: SR -200, Supplies: Study, Fittings. 2 -1, 4 -G, Effective Length: 67,9 Runout 0.0003 6 224 0.003 Up: ST -380 55 4.7 0.017 0.008 Rnd 19.5 6.6 48.4 0.011 Presize 44 30.6 0.338 0.462 -- -Duct Name. ST -210; Feeds Into: Unf basement, Effective Length: 1.2 Trunk 0.0003 9.8 144 0.000 Up: ST -380 55 8 0.005 0.000 Rect 1.2 10 0.0 0.000 Presize 80 3.5 0.350 0.450 -- -Duct Name: SR -210; Supplies: Entry, Fittings: 2 -1, 4 -1, Effective Length: 23.0 Runout 0.0003 5 279 0.000 Up: ST -210 128 3.9 0.028 0.0107 Rnd 0.0 5.5 23.0 0.007 Presize 38 0 0.343 0.457 YA ..APlan 5062.rhv Tuesday, February 18, 2014, 3:.19 P -_ -Duct Name: ST -220, Feeds Into: Unf basement, Effective Length: 1.0 Trunk 0.0003 9.8 70 0:000 Up: ST -210 55 8 0.002 0.000 Rect 1.0 10 0.0 0.000 Presize 44 3 0350 0.450 j _- Duct arise: SR -2210, Supplies: Bath 3, Fittings: 2 -1, 4 -G, Effective Length: 44,7 Runout 0.0003 4 213 0.005 Up: ST -370 55 3.1 0.027' 0.007 Find 10.5 4.4 25.2 0.012 ' Presize 19 204 0330 0.451 --- Duct Name: ST -230, Feeds Into: Unf basement, Effective Length: 1.3 Trunk 0.0003 9.8 302 0.000 Up; ST -370 123 8 0.015 0.000 i Rect 13 10 0.0 0.000 Presize 168 4 0.351 0.449 -- -Duct Name: SR -230, Supplies: BR 3, Fittings: 2-1,4-G, Effective Length: 77.0 Runout 0.0003 7 202 0.002 Up: ST -360 55 5.4 0.012 0.001 Rnd 19.7 7.7 57.4 0.009 Presize 54 36 0343 0.457" -- -Duct Name: ST -240, Feeds. Into: Unf basement, Effective Length: 7.2 Trunk 0.0003 12.9 213 0.000 Up. ST -360 128 14 0.006 0.000 i Rect 7.2 10 0.0 0.000 Presize 207 28.7 0.351 0.449 -- -Duct Name: SR-240, Supplies: Hall, Fittings: -1, 4 -G Effective Length: 44.1 Runout 0.0003 5 161 0.001 Up: ST -310 55 3.9 0.012 0.005 Rnd 5.5 5.5 38.6 0.005 I Presize 22 7.2 0.347 0.453 -- -Duct Name: ST -25€1, Feeds Into: Unf basement, Effective Length; 1.8 Trunk 0.0003 12.9 256 0.000 Up: ST -310 55 14 0,009 0.000 Rect 1.8 10 0.0 0.000 Presize 240 7.3 0.352 0.448 -- -Duct Name: SR -250, Supplies: Dining, Fittings: 2 -1, 4 -H, 8-A2, 8-A2, Effective Length: 91.3 Runout 0.0003 7 161 0.003 i Up: ST -120 55 5.4 0.008 0.004 Rnd 40.2 77 51.1 0.007 Presize 43 73.6 0.347 0.453 j Y:\ ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Duct Name: ST -260, Feeds Into: Unf basement, Effective Length: 3.5 Trunk 0.0003 15.2 451 0.001 Up: ST -120 55 20 0.022 0.000 Rect 3:5 10 0.0 01.001 Presize 537 17.5 0353 0.447 -- -Duct Name: SR-260, Supplies: Kitchen/Nook, Fittings: 2-1,4-H, Effective Length: 60.6 Runout 0.010013 8 324 0.002 Up: ST -300 55 6.2 0.022 0.012 _ Rnd 7.7 8.7 52.9 0.014 Pre 113 16.1 0.337 0.463 -- -Duct flame: ST -270, Feeds Into: Unf basement, Effective Length; 6.8 Trunk 0.01003 12.0 199 0.000 Up: ST -300 55 14 0.006 0.000 Rect 6.8 10 0.0 0,000 5 Presize 193 27.3 0.350 0.450 9 -- -Duct Name: SR-270, Supplies: Kitchen /Nook, Fittings: 2-1,4-G, Effective Length: 94.1 Runout 0.0003 8 324 0.006 Up: ST -160 55 6.2 0.022 0.015 Rnd 27.3 8.7 66:7 0.021 Presize 113 57.2 0.330 0.470 -- -Duct Name; T -280, Feeds Into: Unf basement, Effective Length: 4.8 Trunk 0.0003 15.2 334 0.001 Up: ST-160 55 20 01.013 0.000 Rect 4.8 10 0.0 0.001 Presize 464 24.2 0.351 0.440 l -- -Duct Name. SR -280, Supplies: Great doom, Fittings: 2-1,4-G, 8 -A2, 8 -A2, Effective Length. 110.4 Runout 0.0003 7 243 0.006 Up: T -280 55 5.4 0.016 0.012 Rnd 35.8 7.7 74.6 0.018 Presize 65 65.7 0.333 0.467 -- -duct Name: ST -200, Feeds Into: Unf basement, Effective Length: 0.8 Trunk 0.0003 15.2 287 0.000 Up. ST -280 55 20 0.010 0.000 r Rect 0.8 10 0.0 0.0010 Presize 300 42 0.351 0.449 -- -Duct Name: SR -290, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 113.1 Runout 0.0003 7 243 0.007 Up: ST -340 5 5 5.4 0.016 0.011 Find 45.8 71 67.3 0.0118 Presize 65 84 0.332 0.468 YA ... \Plan 5062 rhv Tuesday, February 18, 2014„ 3:19 PM -- -Duct Name: ST -300, Feeds Into: Unf basement, Effective Length: 3.2 Trunk 0.0003 15.2 220 0.000 Up: ST -340 55 20 0.006 0.000 Rect 32 10 0.0 0.000 Presize 306 15.8 0;350 0:450 -- -Duct Name: SR -300, Supplies: Laundry, Fittings: 2 -1, 4 -G, Effective Length: 36.7 Runout OM03 4 332 OM3 Up: ST -200 123 3.1 0.051 0.016 Rnd 5.8 4.4 30.8 0.010 Presize 29 6.1 0.334 0.466 -- -Duct Name: T -310, Feeds Into: Unf basement, Effective Length: 7.2 Trunk 0.0003 I ,9 270 0.001 Up: ST -200 55 14 0.011 0.000 Rect 7.2 10 0,0 0.001 Presize 271 28.7 0.352 OA48 -- -Duct Name: SR-310, Supplies: Rath 2, Fitting: 4 -C, Effective Length: 10.2 Runout 0.0003 3 61 0.000 Up: ST -170 55 2.4 O »005 OMO Rnd 3.7 3.3 6.5 0.000 Presize 3 2.9 0.353 0.447 , -- -Duct Name: T -320, Feeds Into: Unf basement, Effective Length: 1.3 Trunk 0.0003 15.2 297 0.000 ; Up: ST -170 123 20 0.009 0.000 Rect 1.3 10 0.0 0.000 Presize 412 6.7 0.354 0.446 -- -Duct Name: SR -320, Supplies: PDR, Fittings: 2 -1, 4 -G, Effective Length: 21.2 Runout 0.0003 3 61 0.000 Up. ST -230 55 2.4 0.005 0.001 Rnd 6.5 3.3 14.7 0.001 1 Presize 6 5.1 0350 0.450 -- -Duct Name: ST -330, Feeds Into: Unf basement, Effective Length: 5.8 Trunk 0.0003 9.8 299 0.001 Up: ST -230 128 8 0.015 0.000 Rect 5.8 10 0.0 0.001 Presize 166 17.5 0.350 0.450 -- -Duct Name: SR -330 Supplies: Rec Roam, Fittings: 2-1,4-AD, 8-A2,8-A2, Effective Length: 109.5 Runout 0.0003 7 172 0.003 Up. ST -150 128 5.4 0.008 0.005 Rnd 41.0 7.7 68.5 0.009 Presize 46 75.1 0.342 0.458 E# E f t YA ... \Plan 5062.rhv Tuesday, February 18 2014 3:19 P -- -Duct Name: " -340, Feeds Into: Unt basement, Effective Length: 0. Trunk 0.0003 15.2 267 0.000 Up: ST -150 55 20 0.008 0.000 Rect 0.8 10 0.0 O.00O Presize 371 4.2 0.351 0.449 -- -Duct Name: SR -340, Supplies: Alec Room, Fittings. .1, 4 -AD, Effective Length: 85.3 Runeut 0.0003 7 172 0.003 Up. ST -260 123 5.4 0x008 0.004 Rnd 31.7 7.7 53.7 0.007 Pre size 46 58 0.347 0.453 --- Duct Name: ST -350, Feeds Into: Unt basement, Effective Length: 6.3 Trunk 0.0003 15.2 433 0.001 1 Up: ST -260 55 20 0.020 0.000 i Rect 6.3 10 0.0 0,001 Presize 602 31.7 0.352 0.448 -- -Duct Name: SR -350, Supplies. Bath 4, Fittings: 2 »1, 4-AD, Effective Length: 28.5 Runaut 0.0003 3 122 0.001 U: ST -250 128 2.4 0.013 0.012 Rnd 11.2 3.3 17.3 0.004 Presize 6 8.8 0.348 0.452 1 --Duct Name: ST-360, Feeds Into: Unt basement, Effective Length: 3.3 1 Trunk 0.0003 12.9 256 0.000 Up: ST -250 55 14 0.009 0.000 I Rect 33 10 0.0 0.000 Presize 249 13.3 0.352 0.448 -- -Duct Name: SR -360, Supplies: BR 4, Fittings: 2-1,4-AD, Effective Length. 55.7' Runcut 0.0003 6 112 0.001 U: T -240 123 4.7 0.009 0.002 Rnd 19.2 6.6 36.5 0.003 Presize 22 30.1 0.349 0.451 -- -Duct Name. ST-370, Feeds Into: Unt basement, Effective Length- 1.5 Trunk 0.0003 12.9 190 0.000 U: T -240 123 14 0.005 0.000 Rect 1.5 10 0.0 0.000 Presize 185 6 0.351 0.449 -- -Duct blame: SR- 370,'Supplies: Unf basement, Fittings: 2-1,4-AD, Effective Length: 72.4 Runout 0.0003 6 357 0.006 Up: ST -330 128 41 0.035 OM 9 Rnd 16.2 6.6 56.2 0.05 Presize 70 25.4 0.325 0.475 Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P -- -pact Name: ST-380, Feeds Into: : n basement, Effective Length: 1. 31 Number of active runouts: Trunk 0.0003 9.8 223 0.000 Up: ST -330 55 8 0.010 0.000 Rct 1.7 10 0.0 0.000 Presize 124 5 0.350 0.450 -- -Duct Name: SR -380, Supplies: Unf basement, Fittings: -1, 4-AD, Effective Length: 60.6 Runout 0.0003 6 357 0.004 Up: ST -140 128 4.7 0.035 0.017 Rnd 11.7 6.6 48.0 0;021 Presize 70 183 0.329 0.471 -- -Duct Name: ST -390, Feeds Into: Unf basement, Effective Length: 1.8 Trunk 0.0003 12.9 113 0.000 Up: ST -140 55 14 0"002 0.000 et 1.8 10 0.0 0.000 Presize 110 7.3 0.350 0.450 -- -Duct Name: SR -390, Supplies: Unf basement, Fittings; 2-1,4-AD, Effective Length: 67.1 Runout 0.0003 6 357 0.005 Up: ST -320 128 4.7 0.035 0.018 Rnd 14,5 6.6 52.6 0.023 Presize 70 22.8 0.330 0.470 Number of active trunks: 31 Number of active runouts: 30 Total runout outlet airflow: 1,288 Main trunk airflow: 1,098 Largest trunk diameter. 18.6 SMT -100 Largest runout diameter; 8 SR -260 Y:\ ..,1Plan 506 .rhv Tuesday, February 18, 2014, 3:19 PM 01 t ItIllubt It U1 IM Uldf I lutul. V. f % I - I IjV Smallest runout diameter: 3 SR-130 Supply fan external static pressure: 0.800 Supply fan device pressure losses: 0.300 Supply fan static pressure available: 0,500 Runout maximum cumulative static pressure loss: 0075 SR-370 Return loss added to supply: 0.113 Total effective length of return ft.): 472.7 Low Total effective length of supply ft.): 268.9 SR-370 Overall total effective length ( ft ): 741.7 Low to SR-370 Design overall friction rate per 100 ft.: U67 (Available SP x 100 f TEL) System duct surface area (No Scenario): 1279.1 Total system duct surface area: 1279.1 Y:\ ..\Plan 5062,rhv Tuesday, February 1 8, 2014, 3:19 PM I - Duct Sy stem 1- Return j --- Duct Name. RIFT -100, Fe From, Unf basement, Fittings. 5 -H1, 5 -t.., Effective Length: 258.2 Trunk 0.0003 18.6 618 0.000 I Up. Fan 75 25 0.029 0.075 Rect 0.5 12 257,7 0.075 Presize 1,288 3.1 -0.038 0.113 ; -- -D Name: T -110, Feeds From: Unf basement, Eff ective Length. 0.5 Trunk 0.0003 18.5 345 0.000 Up. RMT -100 75 25 0.010 0.000 Rect 0.5 12 0.0 0.000 Presize 718 3.1 -0.037 0.030 i a„- Duct acne. RT °120, Feeds From: Unf basement, Effectiv Length: 2.7 Trunk 0.0003 12.9 369 0.000 Up: T -140 75 14 0.017 0.000 Rect 2.7 10 0.0 0.000 Presize 359 10.7 -0.037 0.029 -- -Duct Name. RT -130, Feeds From. Unf basement, Effective Length. 2.7 Trunk 0.0003 12.9 369 0.000 Up: RT -110 75 14 0.017 0.000 , Rect 2.7 10 0.0 0.000 Presize 359 10.7 _0.037 0.030 -- -Du Name: RT -140, Feeds From. Unf basement, Effective L 1.2 Trunk 0.0003 18.6 172 0.000 Up. iT -110 75 25 0.003 0.000 Rect 1.2 12 0.0 0.000 , Pres 359 72 4037 0.030 --- Duct Name: RT -150, Feeds From: Unf b Effective Length. 1.0 Trunk 0.0003 18.6 274 0.000 F Up: RMT -100 75 25 0.007 0.000 Rect 1.0 12 0.0 0.000 Presize 570 6.2 - 0.037 0.112 i -- -Duct Name: RT -160, Feeds From: Unf basement, Effective Length: 12.8 Trunk 0.0003 10 616 0.00, Up: RT-1 0 75 7.8 0.05+2 0.000 � Rnd 12.8 10.9 0.0 0.007 Presize 336 33.6 -0.031 0.106 --- Duct Name: High, Returns From: Kitchen /Nook, Fittings: 6 -B, 6 -H, 8 -1133C, Effective Length: 169.9 Runout 0.0003 12.9 369 0.000 ; Up: RT -120 75 14 0.017 0.029 Rect 0.5 10 169.4 0.029 Presize 359 2 -0.008 0.029 I i _ .ri..._..._.__.._�a .. ._..._ _.�._ ._ ro Yl ... \Plan 5062.rhv w. _ ,.. _ . �,w ._ �.,.,. � - ..- _m_.. _.: P w.. ..a .e. Tuesday, February 18, .a. _ro-- -..ro -- 2014, 3:19 PM -- -Duct name: Low, Returns From: Kitchen /Ndok Fittings: 6 -8, -N, 8-B3 C, Effective Length: 170 »0 Runout 0.0003 12.9 369 0.000 Ur: RT -130 75 14 0.017 0.029 ! Rect 0.6 10 169.4 0.029 Presize 359 2.4 -0.008 0.029 --- Duct Marne: RT -170, needs From: Unf basement, Effective Length. 5.7 Trunk 0.0003 9.8 421 0.002 U: RT -150 75 8 0.031 0.000 Rect 5.7 10 0.0 0.002 Presize 234 17 -0.036 0.027 -- -Duct Marne: RT -180, Feeds From: Unt basement, Effective Length; 6. Trunk 0.0003 9.8 421 0.002 Up: RT -170 75 8 0.031 0.030 1 Rect 6.7 10 0.0 0.002 , Presize 234 20 -0.034 0.025 -- -Duct Name: Low, Returns From: Rec Roam, Fittings. 6•G, 6 -G, 8 -A2, Effective Length: 200.7 Runout 0.0003 12.9 346 0.000 Up: RT -160 75 14 0.015 0.03, I Rect 0.5 10 2002 0.031 I Presize 336 2 0.000 0.031 -- -Duct Name: Mstr Nigh, Returns From: ester BR, Fittings. 6 -C, 6-G, 12 -S, Effective Length: 37,9 Runout 0.0003 7 292 0.000 Up: RT -180 75 5.4 0.022 0.006 Reid 0.3 7.7 37.6 0.008 Presize 7 8 0.6 -0.026 0.036 -- -Duct Name: RT -190, Feeds From: Unf basement, Effective Length: 1.5 Trunk 0.0003 9.8 281 0.000 Up: RT -180 75 8 0.015 0.000 Rect 1.5 10 0.0 0.000 Presize 156 4.5 -0.033 0.025 ! -- -Duct Name; Mstr Nigh, Returns From: Master RR, Fittings: 6 -C, 6- G,12 -S, Effective Length: 50.9 Runout 0.0003 7 292 0.000 Up: RT -190 75 5.4 0.022 0.011 Rnd 0.3 7.7 50.5 0.011 Presize 78 0.6 -0.023 0.011 -- -Duct Name: T -200, Feeds From: Unf basement, Effective Length: 1.0 Trunk 0.0003 9.8 140 0.000 Up: RT -190 75 8 0.004 0.000 Rect 1.0 10 0.0 0.000 Presize 78 3 .0.033 0.025 s Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM YA ...\Plan 5452.rhv Tuesday, February 18, 2014, 15 PM "s' Basement R11 -9: Wall-Basement, Custom, R-1 1 1828.3 6,641 0 89 89 Basement wall 0 Ductwork: 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 no board insulation, siding finish, wood studs Infiltration: Winter CFM: 132, Summer CFM: 132 8,188 16838: Roof/Ceiling-Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 Floor (also use for Knee Walls and Partition Ceilings), 0 0 Vented Attic, No Radiant Barrier, Dark Asphalt 0 Humidification (Winter) 4,90 gal/day: Shingles or Dark Metal, Tar and Gravel or Membrane, 0 0 R-38 insulation AED Excursion: 0 ............ . ... ... ... ... .... - 21A -32. Floor-Basement, Concrete slab, any thickness, 2 2749.9 3,795 0 0 0 1 or more feet below grade, no insulation below floor, 48,227 -1,865 anal flnnr Pnvor izhnrtP_qt -,irip of flnnr qlAh i< IP' wide 22,718 1 Lighting: 0 Btuh 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 132, Summer CFM: 132 8,188 -2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 4,90 gal/day: 1,797 0 0 0 AED Excursion: 0 ............ . ... ... ... ... .... - 0 2,441 ------ 2,441 _ Total Building Load Totals: 48,227 -1,865 24,583 22,718 1 # to # Total - Heating Re quired Including Ventilation Air: 48,227 Btuh 48.227 MBH Total Sensible Gain: 24,583 Btuh 100 % Total Latent Gain: -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2,05 Tons (Based On Sensible + Latent) Y:\ ...\Plan 5062.rhv Tuesday, February 1 8, 2014, 3:19 PM I Atrium. Glazing- .31/.33, a -value 0.31, SHGC 0.33 437 9,347 0 12,645 12,645 Rear Entry Door. Door -R =2.8 214 526 0 163 166 � R6.2 Door. Door -U -.161 24 267 0 85 85 f 15B1 -0w -9. Wall- 903.2 3,115 0 39 39 Basement R11 -9: Wall - Basement, Custom, R -11 1828.3 6,641 0 89 89 1 Basement wall 12F - Osw, Wall Frame, R - 21 insulation in 2 x 6 stud cavity, 2140.9 9,604 0 1,574 1,574 i no beard insulation, siding finish, wood studs 168 -8; Roof /Ceiling -Under Attic with Insulation on Attic 2757.5 4,947 0 3,295 3,295 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: door - Basement, Concrete slab, any thickness, 2 2749.9 ` 3,795 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab es 32" wade I Subtotals for structure: 38 „242 0 17,895 17,895 1 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: 132, Summer CFM: 132 8,188 -2,865 1,897 -968 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 4.90 gal /day : 1,797 0 0 0 AED Excursion 0 0 2,441 2,441 System 1 Whole House System Load Totals: 48,227 -1,865 24,583 22,718 Supply CFM: 1,100 CFM Per Square ft.: 0..200 ! Square ft. of Room Area. 5,507 Square ft. Per Ton. 2,909 -1 Volume (W) of Cond. Space: 53,005 Total Heating Required Including Ventilation Air: 48,227 Btuh 48.227 MBH Total Sensible Cain: 24,583 Btuh 100 / Total Latent Gain; -1,865 Btuh 0 % Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J anchTianual 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:\ ..,\Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM 'V,, •• • System Type: Standard Air Conditioner Outdoor Model. CA13NdA036 .... (A,B) Indoor Model: CNPV *4221AL * +TDR Tradename: 13 SEER P RON AC Outdoor Manufacturer. CARRIE =R AIR CONDITIONING AH I Reference No.: 6395468 Nominal Capacity: 3 000 Efficiency; 13 SE=ER 7 Heating System Type: Natural Gas Furnace Model. 59S 2BO8OS21 - -20 Trade narne Carrier Manufacturer: CARRIER CORPORATION JN Description: Natural Gas or Propane Furnace Capacity: 75000 Efficiency: 92.1 APLI i i t s 1 i I l x r l l j E Y:\ ... \Flan 5062.rbv Tuesday, February 18; 2014, 3:19 PM Room Length: 839.1 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 839.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 102 ft. Supply Air Changes: 0.6 AC /br Volume: 8,530.0 cu.ft. Req. Vent. CIg: 0 CF Number of Registers: 2 Actual Winter Vent.: 0 CF Percent of Supply.: 0 % I Actual Sumner Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM NW-Wall-15B15-Ow-9 422 X 412.9 0.047 ' 3.5 1,439 0.0 < 0 21 10.2 E SF- Wall - 15815 -Ova -914.4 X 146 0.047 3.6 823 0.1 0 10 E 102 SW-Wall- 1 5B 15-Ow-9 17 X 10.2 156.9 0.047 3.3 522 0.0 0 3 NW -Gls- Atrium shg "0.33 O %S 16 0.310 21.4 342 25.6 0 409 SW- GIs- Atrium hgc -0.33 O %S 16 0.310 21.4 342 30.8 0 492 Floor -21 A -32 1 X 839.1 I'll 839.1 0.020 1.4 1,158 0.0 0 Subtotals for Structure: 4,326 0 935 f Infil. Win 4 1, Sum 4.1 90 M53 256 0.657 90 AED Excursion ... _ _ _ ._._ . _ 1 ,1.0. Room Totals: 4,582 : -90 1,104 I lI 7 j I l k l I f lI :l ... \Plan 5062;rhv Tuesday, February 18, 2014, 3 :19 PM Room Length. 5.3 ft. System Number: Rooms Width: 9.7 ft. ;done Number:' Area: 52.0 sq.ft. Supply Air Ceiling Height: ' 102 ;ft. Supply Air Changes: Volume: 524.0 cu.ft. Req. Vent. Clg: Number of Registers: 1 Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter Infil.: Actual Summer Infil.: 1 51.6 _ 0.020 _ �1. .... 1e _ 0.0_ ,w ..,0 6 CF 0.6 AC/hr 0 CF r 0 C M l 0 % 0 CFM 0 % i 0 CF tI 0 C 11 Floor-21A-32 1 r ? 51.6 ..._. 51.6 _ 0.020 _ �1. .... 1e _ 0.0_ ,w ..,0 Subtotals for Structure: 265 0 4 Infil.; Wirt.: 0.3, Sum.: 0.3 7 2.921 19 0.515 -7 4 A D Excursion: 1 Room Totals, 264 -7 9 E i i l i i I I x 3 E E I I 1 Y:\ ... \Plats 5062.rhv Tuesday, February 18, 2014, 3:19 PM Room Length: 14.7 ft. System Number: 1 Ream Width: 13.3 ft. Zone Number: 1 Area: 196.0 sq.ft. Supply Air; 22 GFM Galling Height: 10.2 ft. Supply Air Changes: 03 AC/hr Volume : - 1,988.0 "cu,ft. Req. Vent, Glg: 0 GFM Number of Registers: 1 Actual Winter Vert.: 0 G M Percent of Supply.: 0 % Actual Summer Vent.: 0 GFI 3 Percent of Supply: 0 % Actual Winter lnfil.; 1 GFM Actual Summer lnfil.: I GFM - Wall - 15815 -Ow -9 14.7 X 133.2 0.047 '` 13 437 0.0 6 1 19.2 I NW -Gls- Atrium shgc -C}: 3 O%S 16 0310 21.4 342 25. 6 0 409 Floor-21A-32 1 X 195.6 195.6 C3.t}2f 1.4 270 6.6 6 6 Subtotals for Structure:. 1,0149 0 416 lnfil.: Win.: 0.8, Sum.: 0.8 18 2.849 51 01.6701 -18 12 AED Excursion: 47 Room Totals: 1,100 18 469 j 1 3 t I I I r i Y:\ ... \Plan 5062.rhv Tuesday, February 18 2614, 3:19 PM Room Length: 1,663.8 'ft. System Number; 1 f Room Width: 1.0 ft. Zone Number: 1 Area: 1;664.0 s qft. Supply Air: 211 CFM Ceiling Height: ' 10.2 fit. Supply Air Changes: 0.7 AC /hr Volume: 16915.0 cu.ft. Re. Vent. CI: 0 CF Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 9 °l Actual Summer Vent.: 0 CFI r Percent of Supply: 0 °! Actual Winter Intil.: 10 CFM Actual Summer Inf l.: 10 CFM NW- Wall- laserrient R11 -9 12:7 126:9 0.051 3. 0.1 0 i P 1 0.2 NF -Wall- Basement R11 -9 12:5 127.1 0.051 17 465 0,1 0 8 X 19.2 2 SF Wall - Basement R11 -9 5 X 50.8 6.951 17 186 0.1 0 3 10.2 NE-Wall-Basement R11 -9 8.3 X 64.7 0.051 3.7 310 0.1 0 5 1{3.2 SF- Wall - Basement R11 -9 20 X 263.4 U51 3.7 744 9.1 9 1 °2 10.2 NE- Wall - Basement R11 -9 29 X 294:9 0.051 17 1,079 0.1 0 18 10.2 SE-Wall- RI 1-9 4 . 474.8 0.051 3.6 1,795 0.0 0 14 X 10:2 SW- Wall - Basement R11 - 9 18 X 167A 0.051 3.6 595 0.0 0 3 10.2 NW- Wall - Basement R11 -9 143 145.7 0,051 33 533 0.1 0 X 10.2 SW-Wall-Basement R11 -9 14.8 150.8 0.051 37 552 0.1 0 9 X 10.2 SE-GIs-Atrium sh e -0.33 O %S 16 0.310. 21.4 342 30.8 0 492 SF- GIs - Atrium shgc -0.33 O%S 16 0 310 21.4 342 30,8 0 492 - Cis - ,Atrium sh e -0.33 O %S 16 0.310 21.4 342 30.8 0 492 ; Floor-21A-32 1 X 1663 �6 .� �: 1 . . .,... < .1663.8 0.020 - .a _. _a 2,266 m .. 0.0 : 0 . _ _ , 0 . Subtotals for Structure: 9,963 0 1,565 Infil.: Win:: 10.4, Sum.: 10.4 225 2.856 643 0.662 -225 149 I A D Excursion: X89 k$ Room Totals: E 10,606 -225 1 i E Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3.19 PM Room Length: 14.3 ft. System Number: Room Width: 17.2 ft. Zone Number: Area: 246.0 sq.ft. Supply Air: Ceiling Height: 9.1 ft, Supply Air Changes: Volume: 2,235.0 cu.ft, Req. Vent. Clg: Number of Registers: 2 0 Actual Winter Vent.: SW -Gl - Atrium hgc -0.33 O%S 12.5 0,310 Percent of Supply.: 267 30.7 0 Actual Summer Vent.. S - is- Atrium shgc -0.33 O %S 25 0.310 Percent of Supply: 535 307 0 Actual Winter lnfil.: UP- Ceil -16R -8 246.1 X 1 _.. 246.1 0.026 ....... . Actual Summer lnfil.: 1 130A 1 4.5 129 CFM 3,5 AC/hr 0 CFM O CFM 0 °lam 0 FM 0 % 19 CF 19 CFM SF- Wall- 12F -Osw 14.3 X 9.1 130A 0.065 4.5 584 07 O 96 SW- Wall- 12F -Osw 17.2 X'9.1 105:9 0.065 4.5 475 0.7 0 78 SW -GIs- Atrium hg -0.33 O %S 12.5 0.310 21.4 267 30.7 0 384 SW -Gl - Atrium hgc -0.33 O%S 12.5 0,310 21.4 267 30.7 0 384 S - is- Atrium shgc -0.33 O %S 25 0.310 21.4 535 307 0 768 UP- Ceil -16R -8 246.1 X 1 _.. 246.1 0.026 ....... . 1.8 441 1.2 0 294 Subtotals for Structure: 3,153 0 2,100 lnfil.: Win.: 19.2, Sum.; 19.2 416 2.857 1,189 0.66:3 -416 276 2 AED Excursion: 287 l latlper, 230 senlper, _.. _. � . _ .. _ _ . ., . 23 0 Room Totals: 4,342 f 4 i i I l i i i 3 3 Y:\ :.. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM r E I Y \ ... \ Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM s ss . • A a ,* E I Y \ ... \ Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM 123 ft. System Number: 1 UP- Cei1 -18R- 38 172.7 X 1 14.0 ft. Zone Number:; 1 1,150 173.0 sq.ft. Supply Air: 43 CFM € 9.1 ft. supply Air Charges: 1.8 AC /hr { 1,558.0 cuft. Req. Vent.. Clg. 0 CFM 1 Actual Winter Vent... 0 CFM Percent of Supply.. 0 % Actual Summer Vent.. 0 CFM Percent of Supply. 0 % x Actual Winter Infil.. 5 CFM Actual Summer Infil.. 5 CFM NW- Cis - Atrium shgc -0.33 O %S 20 0.310 21.4 428 25.8 0 511 UP- Cei1 -18R- 38 172.7 X 1 172.7 0.026 1.8 310 1.2 0 207 Subtotals for Structure: 1,150 0 788 Infil.. Win.. 5.2, Sum.. 5.2 112 2.858 320 0x881 -112 74 ? AED Excursion. 95 1 Room Totals: 1,470 -112 955 k i } jj F 1 1 4 Y:\ ...!Plan 5082.rhv Tuesday, February 18, 2014, 3:19 PM Room length: 306.4 'ft. System Number: 1 0.7 Room Width: 1.0 ft. Zone Number: 1 4.5 Area: 306.0 sq.ft. Supply Air: 166 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.6 AC /hr Volume: ' 2,783.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 SW- GIs - Atrium hgc -0.33 O %S Actual Winter Vent.: 0 CFM 321 30.7 0 Percent of Supply.: 0 % 0.310 21.4 321 Actual Summer Vent.: 0 CFM -GIs- Atrium hgc -0.33 O %S 25 0.310 Percent of Supply: 0 % 0 768 UP -Gei1- 165 -38 306.4 X 1 _ _ v Actual Winter Infil.: 19 CFM 550 1.2_ TM 0 Actual Summer Infil.: 19 CFM NW- Wall- 12F -0sw 14.3 X 9.1 109.8 0.065 4.5 492 0.7 0 81 SE- Wall- 12F -0sw 14.3 X 9.1 130.1 0.065 4.5 584 0.7 0 96 SW-Wall-12F-0 w 18 X 9.1 108.4 0.065 4.5 486 0.7 0 80 W -GIs- Atrium hgc -0.33 O %S 20 0.310 21.4 428 25.6 0 511 SW- GIs - Atrium hgc -0.33 O %S 15 0.310 21.4 321 30.7 0 461 S -Gls- Atrium shgc -0.33 0 %S 15 0.310 21.4 321 303 0 461 -GIs- Atrium hgc -0.33 O %S 25 0.310 21.4 535 :30.7 0 768 UP -Gei1- 165 -38 306.4 X 1 _ _ v . 306.4 0.026 1.8 550 1.2_ TM 0 :386 Subtotals for Structure: 3,717 0 2,824 Infil.: Win.: 19.5, Sum.: 19.5 423 2.856 1,209 0.661 -423 280 AED Excursion: 368 Pee le 2 00 tat/ p r, 230 spn/ a r: Room Totals. i S 3 F 4,926 -223 3,702 r i I Y:\ ... \flan 5062.rhv Tuesday, February 18, 2014, 3 :19 PM Room L ength: 3.5 ft. System Number: 1 173 Room Width: 5.5 ft. Zone Number. 1 21 Area: 19.0 sq.ft. Supply Air: 5 CFM Ceiling Height: 9.1 ft. - Supply Air Changes: 1.8 AC/hr Volume: 175.0 cu.ft. Reef. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % E Actual Summer Vent.: 0 CFM j Percent of Supply: 0 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM UP it -1 R- 3 19.2 X 1 ... 192 _ 0.026 w 1.8 1_ :... 0 �._�.._ 23 .�. .._. Subtotals for Structure: 173 0 46 Infil.: Win.: 1.5, Sum.. 1.5 32 2.363 91 0.661 -32 21 AFD Excursio 7 Room Totals: 269 -32 74 I i t i r I I i 4 2 I 1 i i e:\...\Plan 506 .rhv Tuesday, February 18, 2014, :19 PM ; � � i Y& . G¢ 5062,rhv Tuesday, F ear /j8 204 3:49 RN f „� « �: ,■ < <, x ©<�,t � \ \. \... <�w�■ ».: � ®�.t: 2! ! < :« . .. . : f« x :.� w �. ■ <. ! «» <�« :�.t ■ 2 «< �.,� <� : »4» ■ ' °- �` !\ ««» ■° ! \ ;��,<�f »� ! «�■ © � ° ■& « av � � \ » ■ / & � « �� � <t ! ■ ©� ®\ \4! \! %� ®�� «�» ;■ ■ 4! » ? » : <�.: » : l ; ;! <:�� 2 :� ■.t ■ Z; �,■ ». . \� ■- �f,tr ;� »» ,�! ; °■ � t� ; � � i Y& . G¢ 5062,rhv Tuesday, F ear /j8 204 3:49 RN 7.3 ft. System dumber: 1 Subtotals for Structure: 12,7 ft, Zone plumber: 1 67 2.855 190 0.661 93.0 sq.t Supply Air: 13 CFM 9.1 ft, Supply Air Changes: 0.9 AC/hr 844.0 cu.ft, Req. Vent. Clg: 0 CFM 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 UP- Ceil- 1613-38 92.9 X 1 92.9 0.026 1.8 167 1.2 0 111 Subtotals for Structure: 466 0 160 Infil.: Win.: 3.1, Sum.: 3.1 67 2.855 190 0.661 -67 44 ; AFD Excursion: 22 Room Totals: 656 -67 226 Y:l ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM i } 1 � ! f i 3 Y:\ ... \Plan 5062,rhv Tuesday, February 18, 201 3:19 P Room Length: 3.3 ft. System Number: 1 Room Width: 33 ft. Zone Number: 1 { Area: 440 sq.ft. Supply Air: 3 CFM Ceiling Height: 9.1 ft. Supply Air Changes. 0.4 AC/hr Volume: 4010 cuft. Req. Vent. Clg: 0 CF Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % ! Actual Summer Vent.: 0 CF Percent of Supply: 0 % Actual Winter lnfil.. 0 CFM Actual Summer lnfil.: 0 CFI I t`.\ .,. \Plan 500 .rhu Tuesday, February 18, 2014, 3:19 PM Room Length: 7.5 ft. System Number. 1 Room Width: 12.5 'ft. Zone Number. 1 Area. 94.9 sqft Supply Air: 29 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.O AC/hr Volume: ` 852.0 ` u.ft. Req. Vent. CIg: 9 CFM Number of Registers. 1 Actual Winter Vent.. 9 CFM Percent of Supply.. 9 % Actual Summer Vent.: 0 CFM Percent of Supply: 9 % Actual Winter Infil..: 5 CFM Actual Summer Infil.: 5 CFM NE - Wall 12F -9s 1.5 9,1 '' 92.1 9.(155 �€.5 41:3 t}.7 Q 88 NE-Door-Rear entry Door 2.7 X 21.4 01.357 24.8 526 7.9 0 188 UP- CeiI -1613-38 98.8 1 98.8 9.926 _ 1.8 . __ 168 1.2 : _ 112 2 Subtotals for Structure: 1,1017 0 348 Infil.: Win.: 5.2, Sum.. 5.2 114 2.855 324 M61 -113 75 AEC Excursion.__ .. _. _. �� __ u . �_. _ . _ , �.._�_ _ . '?_ Room Totals. 1,431 _113 479 i I i t y i r i � 1 s 6 1 l i 'i (:1 ... \Plan 5062.rhv Tuesday, February 18, 2914, 3:19 PM Room Length: 179.3 ft. System Number: , 1 UP -Ceil- 1613-8 179.3 X 1 _ _. Room Width: 1.0 ft. Zane Number: 1 Area: 179.0 sq.ft. Supply Air: 54 CF Ceiling Height: 9.1 ff. Supply Air Changes: 2.0 AC/hr ' Volume: 1,628.0 eu.ft. Req. Vent, Cig: 0 CFi 1 Number of Registers: 1 1,439 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFI I Actual Summer Infil.: 5 CF1 NW- Cis- Atrium hgc -0.33 0 °IBS 20 0.310 21.4 428 25.6 0 511 UP -Ceil- 1613-8 179.3 X 1 _ _. 179.3 0.026 1.8 322 12 0 214 Subtotals for Structure: 1,136 0 788 Infil.: Win.: 4.9, Sum.: 4.9 106 2.859 303 0.881 _106 70 F AED Excursion: 120 People: 200 Iat/per , 230 senlper: _ -11 ._ _ _ _ r. w m_....e ..... 200 .. b 230 ' Room Totals: 1,439 94 1,208 i i i z I f i E f 4 i Y :t ...\Plan 5062.rhv Tuesday, February 18 2014, 3 :19 PM YA ..:!Plan 5 062.rhv Tuesday, February 18, 2014, 3;19 P 9.2 ft. System Number: 1 51 ft. Zone Number: 1 52.9 sq.ft. Supply Air: 3 CFM .1 ft, Supply Air Changes: 0.4 AC/hr 72.0 'cu.ft, Req. Vent. Clg: 0 CFM 1 Actual Winter Vent.: 9 CFM Percent of Supply.: 9 % Actual Summer Vent.: 0 CFM E Percent of Supply: 0 % Actual Winter lnfll.: 9 CFM Actual Summer lnfil.: 0 CFM 149.9 , System Number: 1 426 1.0 "ft. Zone Number: 1 45.6 150.0 sq.ft. Supply Air: 88 CEM E 9.1 ft. Supply Air Changes: 3.9 A 1,362.0 cu.ft. Req. Vent. Clg: 0 CEM z 2 0310 Actual Winter Vent.: 0 CEM 0 511 Percent of Supply.: 0 % .� . w1_ "6 _ _ 269 e Actual Summer Vent.: 0 CFM Subtotals for Structure: Percent of Supply: 0 °lam 0 Actual Winter Infil.. 12 CEM 2.356 Actual Summer Infil.: 12 CEM s N- Wall- 12E -0swr 12.7 X 9.1 95 0.065 4.5 426 03 0 70 I SE-W ll- 12E -0swr 5 X 9.1 45.6 0.065 4. 205 0.7 , 0 34 NW- GIs - Atrium shgc -0.33 O %S 20 0.310 21.4 426 25.6 0 511 NE- Gis- Atrium s gc -0.33 O %S 20 0310 21.4 426 25.6 0 511 P- Ceil -16S 38 149.9 X .e . _., 149.9 ._ 0.026 _ .� . w1_ "6 _ _ 269 e 1 . 2 .w. _ 0 ... 1 7`9 � .. .... ......_ . Subtotals for Structure: 2,146 0 1,369 Infil.: Win.: 12.4, Sum.: 12.4 266 2.356 766 0.664 -266 1713 AED Excursion: 196 People: 200 Ietlper, 230 sen /per: _ � . 1 _ ., _� _ �.� �.�_ �_ . _ 4 �. _ m r 200_ ... 230 #worn Totals: f l V C E 2,914 -66 1,973 i E j i 33 { i i Y:\...\Plan 5062.rhv Tuesday, February 16, 2014, 3.19 PM Room Length: 93.1 ft. System Number:: l Room Width: 1.0 ft, ,Zone Number: Area: 93.01 sq.ft. supply Air: Ceiling Height: Volume: 9,1 846.0 ft, cu.ft. Supply Air Changes: Re. Vent. Clg: Number of registers: 1 01.3101 Actual Winter Vent.: 9 CFM 0 Percent of Supply,: UP -Cell- 161'3 -38 93.1 X 1 93.1 OM6 Actual Summer Vent.: 167 1,2 0 Percent of Supply: Subtotals for Structure: Actual Winter Cnfil.: 1,358 0 Actual Summer lnfil.: SF- Wall- 12F -Osw 12 X`9.1 1019 1 4.5 38 CFM 2.7 AC/hr 0 CFI 0 CFM 0 % 0 CFM 0 % 1 01.3101 CFM 9 CFM SF- Wall- 12F -Osw 12 X`9.1 1019 {},0185 4.5 489 0.7 0 80 NE-Door-R6.2 Door 3 X 8 24 0.161 11.1 267 3.5 0 85 NIA -CPIs- Atrium shg -0.33 0 %S 12 01.3101 21,4 257 25.6 0 307 UP -Cell- 161'3 -38 93.1 X 1 93.1 OM6 1.8 167 1,2 0 111 Subtotals for Structure: 1,358 0 612 lnfil.: Win.: 8.5, Sum.: 8.5 185 2.855 527 0.661 -184 122 AFC? xparsion. - 81 4 Room Totals: 1,885 -184 815 I i i i G 3 I I I f Y:\ ... \Plan 5O62.rhv Tuesday, February 18, 2014, 3:19 PM ---vqTqs ;!,,rM m w 1 ; � _ i t "4 �t�� � i oo L oads - Roo m 2 0 - Hall Load Procedu [P000d m ....... Ye ...... Calculation Mode: Htg. & c1g. Occurrences: Room Length: 276.2 ft. System Number: Room Width: 1.0 ft. Zone Number: Area: 276.0 sqft. Supply Air: 22 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.5 AC/hr Volume: 2,509.0 cu.ft. Req. Vent. Cig 0 CFM Number of Registers: I 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 I 'UP -Ceii-16B-38 276.2 X 1 76. w .026 1.8 495 12 0 330 Subtotals for Structure: 827 0 384 Infil.: Win.: 3.4, Sum.: 3.4 74 2.861 212 0.661 -74 49 ASCU Excursion: Room Tota 1,039 -74 481 cif f � :\ .. \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM -- -Zone I--- 33000 n/a 33,000 Btuh n/a 0 Btuh n/a 6395468 1 Rec Room 839 4,582 91 7,7 1,104 -90 61 91 i 2 Bath 4 52 284 6 3 a 9 -7 0 6 3 BR 4 196 1,100 22 6 - 469 -18 26 22 4 Unf basement 1,664 10,606 211 6,6,6 1,903 ' -225 106 211 5 Great Room 246 4,342 86 7,7 2,893 -216 161 129 6 Kitchen /Nook 484 4,244 85 8,8 5,067 -275 282 227 7 Dining 173 1,470 29 7 - 955 -112 53 43 8 Master BR 396 4,926 98 7,7,7 - 3,762 -223 206 166 9 WC 19 269 5 3 - 74 -32 4 5 10 Master Bath 291 1,659 33 5,5 w 1,102 -118 61 49 11 WIC 93 656 13 4 - 226 -67 13 1 12 B 2 196 2,556 51 6 - 1,575 -54 88 70 i 13 Bath 2 44 80 2 3 59 0 3 3 14 Laundry 94 1,431 29 4 - 479 -113 26 29 15 BR 3 179 1,439 29 7 - 1,208 94 67 54 16 Bath 3 60 855 17 4 - 430 -83 24 19 17 PDR 52 93 2 3 - 69 0 4 3 18 Study 159 2,914 58 6,6 - 1,973 -68 110 88 19 Entry 93 1,885 38 5 - 815 -184 45 38 20 ball _ 276 _ 1,039 _ 21 _ _ 5_ - _ 481 w. '_ 27 . . Humidification 1,797 _„ System 1 total, „_ 5,597 48,227 925 _ . a _ _ 24,583 1 „,865 _ 1,367 1,100 System 1 Main Trunk Size. 25x12 in. Velocity. 527 ft. /ruin Lass per 100 ft.. 0.022 in.wg i Duct size results above are from Manual D Ductsi e. 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 Ductsie report for duct velocities and other data, Cioottn - j stem Natural Gas Furnace Standard Air Conditioner 59SC2B080S21 - -20 CA13NA036 .... (A,B) CNPV *4221 AL *+TDR Carrier 13 SEER PURJN AC Natural Gas or Propane Furnace 92.1 AFUE 13 SEER 75000 33000 n/a 33,000 Btuh n/a 0 Btuh n/a 6395468 Y:\ ... \Plan 5062,rhv Tuesday, February 18, 2014, 3:19 PM I Room Load Summ i sys tem Southwest 1,193 21,460 -1,865 1.79 225 West 1,193 21,448 Zone 1:' 1.79 270 Northwest 1,246 22,413 -1;865 1.87 315 forth 1 Rec Room *91 91 91 91 91 91 91 91 7,7 2 Bath 4 *6 6 6 6 6 6 6 6 BR 4 26 22 25 33 28 22 28 *3 6 4 Unf basement *211 211 211 211 211 211 211 211 6,6,6 5 Great Room 161 *181 140 91 131 160 145 119 717 6 Kitchen/Nook 282 *315 247 168 231 278 254 198 8,8 7 Dining 53 36 51 60 54 40 54 *60 7 8 Master BR 296 *211 181 138 175 194 191 159 7,7,7 : 9 WC *5 5 5 5 5 5 5 5 3 10 Master Rath *61 50 59 60 51 38 51 60 5,5 11 WIC *13 13 13 13 13 13 13 13 4 12 BR 2 *88 73 84 85 73 57 73 85 6,6 13 Bath 2 3 *3 3 3 3 3 3 3 3 14 Laundry *29 29 29 29 29 29 29 29 4 � 15 BR 3 67 51 65 72 66 52 66 *72 7 ' 16 Bath 3 24 17 23 26 24 18 24 *26 17 PDR 4 *4 4 3 3 3 3 3 3 18 Study 119 108 *112 192 110 192 195 95 6,6 19 Entry 45 *54 47 3 8 44 48 41 38 5 20 Hall 27 *27 26 24 24 24 24 24 5 * Indicates highest CFM of all rotations. 3 135 South 1,076 19,345 180 Southwest 1,193 21,460 -1,865 1.79 225 West 1,193 21,448 -1,865 1.79 270 Northwest 1,246 22,413 -1;865 1.87 315 forth 1,147 20,631 - 1,865 1.72 * Indicates highest value of all rotations. Y:\ ...11'I n 5062.rhv Tuesday, February 18, 2014, 3.19 ISM YA ..APian 5462.rhv Tuesday, February 18, 2014, 3:19 PM 30 ..:..............................................._......,......,.......,..,,......,.. s- .............................. ......,......,... 27 ,000 f ......................................... ............................... ..... pi k, 26 ,0001..., .......:................:. ......... ..... �. 25,000 ... .......................... .....................�...,..... ...._... ,...,:..,,.... ..,.,... 24,000 ....... .. : .. . ....... ... . .... .. 22,000 ............... .. .......:rv.. ._._........ �................... ...,.:.. .,.,.:......,...., .. .......,..�,.,.,. 21,000 . . ... ................... .. ..... ...... ................ ..... .,...,. 20,000 y .... ... .........:......... .....,,,...,.....,.,,,...... d ............... t ..... �......, ...�...,.....,.. .. ' ..,.,, :, .,,. 16,000.,........ .............. ........... .....t..,.....,,......,.....,,. 17,000 ...., ... ..... .... ....:.. ..............:. .....,......... ,....�.......,..,.......,..,.., ,... . ...,, 16,W0 .... . ,. ......,.....,, } { ............ .... ............ ...... .,..,....:...,,...... .....,.,................�.,... } ...................... ............ ... .. ................... 14,0001 ..,, W.._ E ., _ _w,.. _,.,. .,_m_,. m,..; r _..,, .m,__ °_ ____.,...r Gam 9arn 10am 11 am 12 pro 1pro 2prn 3prn 4pm 5pm 6pm 7pm Time of Clay Front door faces Northeast Front door faces Fast Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West ~° Frontdoorfaces Northwest Front door faces North Building Rotation Hourly Net Gain 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